LIBRARY Y OF CALIFORNIA Digitized by the Internet Archive in 2012 with funding from University of California, Davis Libraries http://archive.org/details/sanluisobispocou182cali 10 STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES DIVISION OF RESOURCES PLANNING STATE WATER RESOURCES BOARD BULLETIN NO. 18 SAN LUIS OBISPO COUNTY INVESTIGATION Volume II Appendixes GOODWIN J. KNIGHT Governor HARVEY O. BANKS Director of Water Resources May, 1958 DAVIS DAVIS I - I L. ; wf ^J I APPENDIX A AGREEMENT, AND ITS SUPPLEMENTS, BETWEEN THE STATE WATER RESOURCES BOARD, THE COUNTY OF SAN LUIS OBISPO, AND THE DEPARTMENT OF PUBLIC WORKS TABLE OF CONTENTS Appendix p ag e A. Agreement and Its Supplements, Between the State Water Resources Board, the County of San Luis Obispo, and the Department of Public Works . . . . ...... . A=l B. Geology and Ground Water of San Luis Obispo County, California . „ „ , . . . . „ <> . „ . . „ „ . - . B-l C. Records of Precipitation in San Luis Obispo County and Vicinity, Not Previously Published ......... C-l D« Records of Daily Runoff and Miscellaneous Stream Flow Measurements in San Luis Obispo County and Vicinity, Not Previously Published ......... d-1 E. Records of Depths to Ground Water at Measurement Wells in San Luis Obispo County and Vicinity ...... E-l F» Records of Mineral Analyses of Surface and Ground Water Supplies in San Luis Obispo County and Vicinity . . . . „ . . . . . . . „ „ . . . . „ . . f=1 Go Applications to Appropriate Water in San Luis Obispo County . . . . . . „ „ . . . . . „„„„„„„ , g-1 H. Soil Moisture Depletion and Applied Water Studies ...... H-l I. Plans for the Protection and Development of Recreational Resources in San Luis Obispo County = . . . 1=1 J. Recorded and Estimated Runoff at Selected Stations in San Luis Obispo County and Vicinity During 16-Year Base Period, 1935-36 Through 1950=51 ...... J-l K. Yield Studies . . . . . . „ . . „ „ 8 „ „ . „ „ . „ k~1 Lo Estimates cf Cost . . . . . . , . . . . . . . . . L-l M. Alternative Plan of Development of Nacimiento and San Antonio Rivers Proposed by San Luis Obispo County ..................... m-1 TABLE OF CONTENTS Page Agreement Between the State Water Resources Board, the County of San Luis Obispo, and the Department of Public Works, July 1, 1953 . . . . . . . . . . . . . . . . . . . . A _i Supplemental Agreement Between the State Water Resources Board, the County of San Luis Obispo, and the Department of Public Works, July 1, 19ft ........................ . A -6 Supplemental Agreement Between the State Water Resources Board, the County of San Luis Obispo, and the Department of Public Works, May 1, 1956 ......................... A . 10 A-i APPENDIX A' AGREEMENT BETWEEN THE STATE WATER RESOURCES BOARD, THE COUNTY OF SAN LUIS OBISPO, AND THE DEPARTMENT OF PUBLIC WORKS THIS AGREEMENT, executed in quintuplicate, entered into as of the 1st day of July, 1953, by and between the State Water Resources Board, hereinafter referred to as the "Board", the County of San Luis Obispo, hereinafter referred to as the "County", and the Department of Public Works, State of California, acting through the agency of the State Engineer, hereinafter referred to as the "State Engineer": WITNESSETH: WHEREAS, the Budget Act of 1952 (Chapter 3, Statutes of 1952) by Item 268.5(b) appropriated the sum of $20,000 for the initiation of a comprehensive survey of the water resources of San Luis Obispo County; and WHEREAS, said survey has been initiated under a three-year program of investigation and the foregoing sum of $20,000 has been expended during the fiscal year 1952-53; and WHEREAS, by the State Water Resources Act of 19U5* as amended, the Board is authorized to make investigations, studies, surveys, hold hearings, prepare plans and estimates, and make recommendations to the Legislature in regard to water development projects, including flood control plans and projects; and WHEREAS, by said act, the State Engineer is authorized to cooperate with any county, city, state agency, or public district on flood control and other water problems and when requested by any thereof may enter into a A-l cooperative agreement to expend money on behalf of any thereof to accomplish the purposes of said act) and WHEREAS, the County has requested the Board to enter into a coopera- tive agreement to conduct a comprehensive investigation of the water resources of San Luis Obispo County; and WHEREAS, the Board has requested the State Engineer to cooperate in conducting a comprehensive investigation of the water resources of San Luis Obispo County and to formulate a report theraonj NOW, THEREFORE, in consideration of the premises and of the several promises to be performed by each as hereinafter set forth, the Board, the County, and the State Engineer do hereby • mutually agree as follows s ARTICLE I - WORK TO BE PERFORMED: The work to be performed under this agreement shall consist of (1) a complete review of reports of prior investigations concerning the water resources of San Luis Obispo County, (2) field investigations and office studies to determine (a) the location^ occurrence, and condition of water resources of the County, both surface and underground, (b) present water utilization including its nature, extent, and a survey of water service areas, (c) land classification survey to determine probable ultimate areas of irrigated land, (d) ultimate water requirements, (e) preliminary general plans and estimates of cost for development and utilization of local water resources of the County, (f ) required supplemental water supply from outside sources, (g) possible outside sources for required supplemental supply, and (3) formula- tion of a report thereon. The Board by this agreement authorizes and directs the State Engineer to cooperate by conducting said investigation and formulating said A-2 report and by otherwise advising and assisting in formulating solutions to the water problems in San Luis Obispo County. During the progress of said investigation, all maps, plans, informa- tion, data, and records pertaining thereto which are in the possession of any party hereto, shall be made fully available to any other party hereto for the due and proper accomplishments of the objectives hereof. The work to be done under this agreement shall be diligently prosecuted with the objective of completing the investigation and report by June 30, 1955? or as nearly thereafter as possible <, ARTICLE II - FUNDS: On execution of this agreement, the County shall transmit the sum of Fifteen Thousand Dollars ($15,000) to the State Engineer for deposit, subject to the approval of the Director of Finance., into the Water Resources Revolving Fund in the State Treasury, for expenditure by the State Engineer in performance of the work proviced for in this agreement. Also upon execution of this agree- ment, the Board shall request the Director of Finance to approve the transfer of the sum of Fifteen Thousand Dollars ($15,000) from funds appropriated to the Board by Item 262 of the Budget Act of 1953, to the said Water Resources Revolving Fund for expenditure by the State Engineer in performance of work provided for in this agreement during the fiscal year 1953-5U. It is understood by and between the parties hereto that the sum of Thirty Thousand Dollars ($30,000) to be made available as hereinbefore provided, is adequate to perform the above specified work during the fiscal year 1953-5i-b and it is the understanding that the County will make a further sum of Thirteen Thousand Dollars ($13 5 000) available at the commencement of the fiscal year 195U-55 which will be subject to a matching contribution in an equal sum by the A-3 Board for the completion of said investigation and report, contingent upon the availability of County and Board fund for such purposes* Notwithstanding anything contained in this agreement contrary hereto or in conflict herewith, this agreement is made contingent upon the funds being deposited in or transferred to the Water Resources Revolving Fund as provided herein for expenditure by the State Engineer in performance of the work provided for in this agreement „ In the event any of the funds are not transferred to the Water Resources Revolving Fund by the Director of Finance as provided for herein within 30 days after the Board request such transfer , this agreement shall terminate and the unexpended balance of any funds deposited by the County shall be returned, provided that neither the Board nor the State Engineer shall be obligated to the County for any portion of the funds already expended. The Board and the State Engineer shall under no circumstances be obligated to expend for or on account of the work provided for under this agree- ment any amount in excess of the funds made available hereunder <> Upon completion and final payment for the work provided for in this agreement, the State Engineer shall furnish to the Board and to the County a statement of all expenditures made under this agreement. One-half of the total amount of all said expenditures shall be deducted from the sum advanced from funds appropriated to the Board and one-half of the total amount of all said expenditures shall be deducted from the sum advanced by the County and any balance which may remain shall be returned to the Board and to the County in equal amounts. Notwithstanding anything herein contained to the contrary, this agreement may be terminated and the provisions of this agreement may be altered, changed, or amended, by mutual consent of the parties hereto* k-k IN WITNESS WHEREOF, the parties hereunto have executed this agreement as of the date first herein written. Approved as to Form and Procedure COUNTY OF SAN LUIS OBISPO /s/ H. C. Grundell District Attorney- County of San Luis Phi spo By /s/ John Ruskovich Chairman, Board of Supervisors Approved as to Form and Procedure /s/ A. E. Mallagh (Seal) Clerk, Board of Supervisors /s/ Henry Holsinger Attorney for Division of Water Resources Approved as to Form and Procedure STATE WATER RESOURCES BOARD By /s/ Co Ao Griffith Chairman Attorney, Department of Public Works STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS FRANK B. DURKEE Director of Public Works APPROVED s Deputy Director of Finance :D.H. : J.W.A. : r Form ; Budget : Value : De script. DEPARTMENT OF FINANCE APPROVED Augo k 1953 JAMES S. DEAN, Director By /s/ A. Earl Washburn Deputy Director of Finance B y /s/ Russell S. Munro (Seal) Russell S. Munro Deputy Director of Public Works A. D. Edmonston State Engineer By /s/ T. Ro Merryweather Administrative Officer A-* SUPPLEMENTAL AGREEMENT BETWEEN THE STATE WATER RESOURCES BOARD, THE COUNTY OF SAN LUIS OBISPO, AND THE DEPARTMENT OF PUBLIC WORKS THIS AGREEMENT, executed in quintruplicate, entered into as of the 1st day of July, 195ii 5 by and between the State Water Resources Board, hereinafter referred to as the "Board", the Gounty of San Luis Obispo, hereinafter referred to as the "County", and the Department of Public Works, State of California, acting through the agency of the State Engineer, hereinafter referred to as the "State Engineer "g WITNESSETH WHEREAS, the Budget Act of 1952 (Chapter 3, Statutes of 1952) by Item 268.5(b) appropriated the sum of $20,000 for the initiation of a com- prehensive survey of the water resources of Sa.n Luis Obispo County; and WHEREAS, by agreement heretofore entered into as of July 1, 1953* by and between the Board, the County, and the State Engineer, it was provided that the work to be performed thereunder shall consist of (1) a complete review of reports of prior investigations concerning the water resources of San Luis Obispo County, (2) field investigations and office studies to determine (a) the location, occurrence, and condition of water resources of the County, both surface and underground, (b) present water utilization including its nature, extent, and a survey of water service areas, (c) land classification survey to determine probable ultimate areas of irrigated land, (d) ultimate water requirements, (e) preliminary general plans and estimates of cost for development and utilization of local water resources of the County, (f ) required supplemental water supply from outside sources, (g) possible out- side sources for required supplemental supply, and (3) formulation of a report A-6 thereon; and WHEREAS , under said agreement the County ma.de available the sum of Fifteen Thousand Dollars ($15,000) which was matched in an equal amount by the Board for expenditure by the State Engineer in the performance of the work provided for in said agreement; and WHEREAS, it was the expressed intention in said agreement that at the commencement of the fiscal year 19£ij-5f? the County would make available a further sum of Thirteen Thousand Dollars ($13,000) subject to a matching or contribution in an equal sum by the Board for the completion of said investi- gation and report; and WHEREAS, the funds provided for under said prior agreement, to which this agreement is supplemental, have been exhausted and additional funds are now required to complete said investigation and report,, and it is the desire Df the parties hereto that an additional sum of Twenty-Six Thousand Dollars ($26,000) shall be provided, Thirteen Thousand Dollars ($13,000) by the bounty and Thirteen Thousand Dollars ($3.3,000) by the Board; NOW THEREFORE, in consideration of the premises and of the several promises to be faithfully performed by each as hereinafter set forth, the Board, the County, and the State Engineer do hereby mutually agree as follows t 1« The County, upon execution by it of this agreement, shall trans- nit to the State Engineer the sum of Thirteen Thousand Dollars ($13,000) for deposit, subject to the approval of the Director of Finance, into the Water Resources Revolving Fund in the State Treasury for expenditure by the State Engineer in continuing performance of the work provided for in said prior agreement to which this agreement is supplementalo 2, Upon execution of this agreement by the Board, the Director of finance will be requested to approve the transfer of the sum of Thirteen A-7 Thousand Dollars ( $13,000) from funds appropriated to the Board by Item 260 of the Budget Act of 19$h for expenditure by the State Engineer in continuing performance of the work provided for in said prior agreement to which this agreement is supplemental and th© State Controller will be requested to make such transfer • 3. The Board and the State Engineer shall under- no circumstances be obligated to expend for or on account of the work provided for under this agreement any amount in excess of the funds made available hereunder and if funds are exhausted before completion of said work, the Board and the State Engineer may discontinue said work and shall not be liable nor responsible for the completion thereof* lu Insofar as consistent herewith and to the extent adaptable hereto, all the terms and provisions of said prior agreement to which this agreement is supplemental are hereby made applicable to this agreement and are hereby confirmed, ratified, and continued in effect. A-8 IN WITNESS WHEREOF, the parties hereto have executed this agreement to be effective as of the date hereinbefore first written* Approved as to Form and Procedure COUNTY OF SAN LUIS OBISPO /s/ H. Co Grundell District Attorney County of San Luis Obispo By /s/ John Ruskovich Chairman j Board of Supervisors Approved as to Form and Procedure /s/ A. E. Mallagh (Seal ) Clerk, Board of Supervi sor s /s/ Henry Holsinger Attorney for Division of Water Resources Approved as to Form and Procedure STATE WATER RESOURCES BOARD By /s/ Bo A. Etc heverry B.A. Etcheverry, Vice Chairman Attorney, Department of Public Works STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS FRANK B. DURKEE Director of Public Works APPROVED: B y /s/ Russell S. Munro (Seal) Russell So Munro Deputy Director of Public Works Director of Finance S«H»Y«t L«F»H» t * Form : Budget : Value :De script, DEPARTMENT OF FINANCE APPROVED July }0 195U. JOHN M. PEIRCE, Director By /s/ Louis J. Heinzer Administrative Adviser /s/ Aa D. Edmonston A. D. Edmonston State Engineer A-9 SUPPLEMENTAL AGREEMENT BETWEEN THE STATE WATER RESOURCES BOARD, THE COUNTY OF SAN LUIS OBISPO, AND THE DEPARTMENT OF PUBLIC WORKS THIS AGREEMENT , executed in quintuplicate, entered into as of the 1st day of May, 1906, by and between the State Water Resources Board, herein- after referred to as the "Board", the County of San Luis Obispo, hereinafter referred to as the "County", and the Department of Public Works, State of California acting through the agency of the State Engineer, hereinafter re- ferred to as the "State Engineer": WITNESSETH WHEREAS, the budget Act of 1952 (Chapter 3, Statutes of 1952) by Item 268..5(b) appropriated the sum of $20,000 for the initiation of a comprehensive survey of the water resources of San Luis Obispo County; and WHEREAS, by agreement heretofore entered into as of July 1, 1953, supplemented by a further agreement entered into as of July 1, 195U, by and between the Board, the County, and the State Engineer, it was provided that the work to be performed thereunder shall consist of (1) a complete review of reports of prior investigations concerning the water resources of San Luis Obispo County, (2) field investigations and office studies to determine (a) the location, occurrence, and condition of water resources of the County, both surface and underground, (b) present water utilization including its nature, extent, and a survey of water service areas, (c) land classification survey to determine probable ultimate areas of irrigated land, (d) ultimate water requirements, (e) preliminary general plans and estimates of cost for develop- ment and utilization of local water resources of the County, (f ) required A-10 supplemental water supply from outside sources, (g) possible outside sources for required supplemental supply,, and (3) formulation of a report thereon; and WHEREAS, under said agreement and supplemental agreement,, the County made available the total sum of $28,000 which was matched in an equal amount by the Board for expenditure by the State Engineer in the performance of the work provided for in said agreement; and WHEREAS, the funds provided for under said prior agreements, to which this agreement is supplemental, have been exhausted and additional funds are now required to complete said investigation and report, and it is the desire of the parties hereto that an additional sum of Five Thousand Dollars ($5,000) shall be provided, Two Thousand Five Hundred Dollars ($2,5>00) by the County and Two Thousand Five Hundred Dollars ($2,500) by the Board; NOW THEREFORE, in consideration of the premises and of the several promises to be faithfully performed by each as hereinafter set forth, the Board, the County, and the State Engineer do hereby mutually agree as follows; 1. The County,, upon execution by it of this agreement, shall transmit to the State Engineer the sum of Two Thousand Five Hundred Dollars ($2,500) for deposit, subject to the approval of the Director of Finance, into the Water Resources Revolving Fund in the State Treasury for expenditure by the State Engineer in continuing performance of the work provided for in said prior agree- ments to which this agreement is supplemental Q 2. Upon execution of this agreement by the Board, the Director of Finance will be requested to approve the transfer of the sum of Two Thousand Five Hundred Dollars ($2,J?00) from funds appropriated to the Board by Item 212 of the Budget Act of 19^5> for expenditure by the State Engineer in continuing performance of the work provided for in said prior agreements to which this agreement is supplemental and the State Controller will be requested to make A-ll such transfer o 3» The Board and the State Engineer shall under no circumstance ss be obligated to expend for or on account of the work provided for under this agree- ment any amount in excess of the funds made available hereunder and if funds are exhausted before completion of said work, the Board and the State Engineer may discontinue said work and shall not be liable nor responsible for the com- pletion thereof o 1|. Insofar as consistent herewith and to the extent adaptable hereto, all the terms and provisions of said prior agreements to which this agreement is supplemental are hereby made applicable to this agreement and are hereby confirmed, ratified, and continued in effect. IN WITNESS WHEREOF, the parties hereto have executed this agreement to be effective as of the date hereinbefore first written Approved as to Form and Procedure COUNTY OF SAN LUIS OBISPO /s/ H. C» Grande 1 1 District Attorney County of San Luis Obispo By /s/ ^ohn Ruskovich Chairman, Board of Supervisors Approved as to Form and Procedure __/s/ Ao E. Mallagh (Seal) Clerk, Board of Supervisors /s/ Henry Holsinger Attorney for DivTslqn of Water Resources Approved as to Form and Procedure STATE WATER RESOURCES BOARD By _/s/ Cla ir A. Hill Clair Ao Hi'll, "Chairman Attorney, Department of Public Works STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS A-12 FRANK B« DURKEE Director of Public Works Director of Finance S.H.Y.: AoWo Form ; Budget B y /s/ A° Ho Henderson Ao Ho Henderson Deputy Director May 28, 1956 (Seal ) Value ; De script. DEPARTMENT OF FINANCE APPROVED Jun h s 1956 JOHN M. PEIRCE, Director By /s/ Louis J, Heinzer Administrative Adviser Harvey 0» Banks State Engineer A-13 APPENDIX B GEOLOGY AND GROUND WATER OF SAN LUIS OBISPO COUNTY, CALIFORNIA TABLE OF CONTENTS ACKNOWLEDGMENT . . ..... . . . . . . . . . . . . . . . . . . . . . . B-Iv CHAPTER B-I. INTRODUCTION B-l CHAPTER B-II. PHYSIOGRAPHY B=3 Mountain Areas ...•o».««o....o.».«.......e«. B°3 Coastal Valleys , Terraces , and Sand Dunes . . . . . . . . . ..... . B-^ Salinas Structural Basin . . „ . . . . . » . . . . . . . . . . . ... . B=5 Carrizo Plain .•.........••.•••«............ B-6 Submarine Features ......... .................. B~7 Utiiier ArSSS 00000.0.0000000..00.00000000000 B~ i CHAPTER B-IXI. GEOLOGIC FORMATIONS B~9 Basement Complex . . , . . . . « . . . . . . . . . . . ...... . . . B=9 Jurassic System ... ...... .................. . B=12 Cretaceous System . .... ........... .......... . B-13 Paleocene-Eoeene Series ........................ B~l4 Oligocene Series ........................... . B-14 Miocene Series . . .......................... . B=15 Lower Pliocene Series . B-l6 Pliocene-Pleistocene Series ...................... B-17 Upper Pleistocene Series ........................ B-19 Recent Series o.oooo..o.ooooooc,eooo. ....... B-=20 CHAPTER B-I¥o STRUCTURAL GEOLOGY B-21 CHAPTER E~? GEOLOGIC HISTORY B-22 B-i CBAFTER B-7I. DESGRIFFIOW OF GKGUHD WATER BASXIS B-25 Ground Water Storage and Subsurface .Flow . . . . . . » . . . . . » . . . B-25 Ground Water Storage . . . . « . . <> . . . . . . . » . . . . . . B~26 Subsurface Flow . . . » . » . . o » . » „ . „ . . . - . o . . „ . „ B-2T Ground Water Basins Within Upper Salinas Unit . . . . . . . . . . . . . B-30 Paso Hobles Basin . „ - . . . . o . „ . , , . . o <> » . . <> . . . . B=32 Geology „ „<>«<, <,»o ooo o .. <..<>. o.o. „<,<,.> o B«=32 Description of Formations . . • . . . « . » . . . . . . . E~32 Structure of Water -Bearing Formations . . , . . . „ . » . B=35 Occurrence and Movement of Ground. Water . « . . B-3& Ground Water Storage Capacity and Specific Yield » . » <> . . . B=39 Permeability,, Subs^s^face Flow,, and Yield of Wells . . <, » . . B»^0 JT O Z* O JoS. 3 -- X). oooooooooooooeoooooooooooooo JC? 63 *rJL Ground Water Basins Within Coastal Unit Cambria Subunit . . • • Geology . . . • . Ground Water «, „ . San Luis "Obispo Subunit Geology . . . . » . . • . B~59 BIBLIOGRAPHY ............................... B~60 TABLES Generalized Stratigraphy of San Luis Obispo County . . . . , . B-10 Specific Yields of Sediments ................. B«27 Results of Permeability Well Tests .............. B=29 Summary of Ground Water Basin Characteristics Upper Salinas Unit ........... *, ( ......... . B-31 B-5 Summary of Ground Water Basin Characteristics Cambria Subunit^ Coastal Unit ............... B-^3 B-6 Summary of Ground Water Basin Characteristics San Luis Obispo Subunit., Coastal Unit ........... B-46 B-7 Summary of Ground Water Basin Characteristics Arroyo Grande Subunit,? Coastal Unit ............ B-50 B-8 Summary of Ground Water Basin Characteristics Carrizo Plain Unit ..................... B-56 B-iii ACKNOWLEDGMENT Many of the data presented in this report were contributed by public and private agencies, which materially assisted the geologic and hydrologic studies of San Luis Obispo County The following agencies contributed materially to this reports California Department of Natural Resources, Division of Mines California Department of Natural Resources, Division of Oil and Gas San Luis Obispo County Surveyor and Road Commissioner Shell Oil Company The Texas Company Tidewater Associated Oil Company The voluntary and valuable cooperation received from these and other organizations , geologists, well drillers, and individuals is grate= fully acknowledgedo B-iv CHAPTER B-Io INTRODUCTION San Luis Obispo County includes an area of approximately 3*326 square miles , enclosed by surveyed lines chosen irrespective of watershed boundaries on the north and east sides „ The western boundary is the Pacific Ocean, and the southern boundary is defined by the Santa Maria and Cuyama Rivers „ This appendix includes a description of the geology of San Luis Obispo County and adjacent areas with particular emphasis placed upon those geologic features which influence the occurrence and movement of ground water,, Its purpose is threefold, namely? lo To describe the geology and water-bearing properties of the various geologic formations e 2o To discuss the effects of geologic structure upon the movement of ground water and upon sea-water intrusion, and to describe briefly the history of events leading to the evolution of the principal geologic structures o 3o To describe the geologic conditions involved and the procedures followed in estimating the changes in ground water storage and estimating underflow that occurred into or out of the principal basins during selected periods of study The older less permeable formations which yield little water are treated brief ly„ They are the parent source of sediments which fill the ground water basins and delimit the ground water basins» In certain localities they affect the mineral content of the ground water and their position, in part, controls the movement and occurrence of ground water Q The permeable water-bearing formations are described in greater B=l iailo These deposits comprise the alluvial fill of the ground water basins, the principal sources of ground water supply in the County <, Subsurface ground water geology was interpreted largely from the logs of about 300 water wells , most of which were obtained from field canvass Drillers logs, 93 electric logs 5 and descriptions of cores from oil wells were obtained from the State Division of Oil and Gas<> An additional 60 logs of shot holes were provided by The Texas Company Ground water level data and water quality analyses were collected, and in certain areas, the trans- missibility and specific yield of sediments were estimated by pump testing of wells o All of these data were drawn upon freely in interpreting geologic features o A perusal of geologic literature revealed a number of maps and reports prepared by earlier investigators covering various parts of the County, These existing data were often referred to in the preparation of this appendix and are listed in the accompanying bibliography* During this investigation,, a geologic map, shown on Plates 7A, B s and C.« was prepared. It represents a compilation of portions of existing geologic maps, studies of aerial photographs, and field mapping by the Division of Water Resources in areas where previous mapping was insufficient or incomplete o There were many cases of disagreement between the various sources o The most detailed source available was used where nonwater°bearing materials were involvedo Where such disagreement concerned important water° bearing materials, the conflict of data was resolved by field mappingo B°2 CHAPTER B-II PHYSIOGRAPHY San Luis Obispo County is located in the South Coast Range geomorphic province (JenkLns 5 l°li3) and consists of essentially northwest°southeast trending mountains and valleys, with a few areas approaching an east-west trend, San Luis Obispo County may be divided into mountainous areas , the Salinas structural basin., the Carrizo Plain 5 Coastal valleys and terraces, offshore areas, and miscellaneous areas „ The County is drained by the Salinas River system in the north*, coastal streams in the west, and the Santa Maria River and tributaries in the south o Mountain Areas The Santa Lucia Range is the major mountain range in San Luis Obispo County It is an area of uplift which covers the western half of San Luis Obispo County,, For descriptive purposes the Santa Lucia Range includes the San Luis Range and the La Panza Range, and extends southwestward across the Cuyama River into -Santa Barbara County where it is known as the San Rafael and Sierra Madre Mountains „ This entire mountain range is topographically rugged, reasonably consistent in geologic structure , and is in approximately the same stage of geomorphic development throughout The mountains range from 2,000 to !i,000 feet in elevation, the highest point being McChesney Mountain at h s 05h feet in La Panza Range In the Santa Lucia Range adjacent to the coast, the highest point is Pine Mountain at an elevation of 3>59h feet above sea level „ The highest point in the San Luis Range is 1,792 feet above sea level « Folding and faulting control the general northwest-southeast trend of mountain ranges „ The Santa Lucia Range is in a mature stage of development „ B=3 Some of the ridges appear to be remnants of an old erosion surface which has been dissected by streams cutting valleys up to 2 ,500 feet deep Most of the valleys in the mountains are in a youthful to early mature stage of development « A few valleys high in the mountains have been widened by erosion and contain alluvial fill deposited when streams reached a temporary base level of harder rocko Old perched stream gravels , remnants of a previous erosion cycle, are found near the San Luis Obifpo=Monterey County line and in parts of the Salinas River drainageo Wider stream valleys such as the Huasna Valley system are generally developed in zones of softer rocko The Calient e M ountains 5 in the southeast part of San Luis Obispo County 3 are generally considered as separate from the Santa Lucia Range o The Caliente Mountains have a maximum elevation of fj^lOii feet above sea level, the highest point in San Luis Obispo County,, The topography of the Caliente Mountains is rugged and the range has reached a mature stage of erosion The mountains are drained by steep canyons to the Cuyama Valley on the south, to the Carrizo Plain on the north and east and to San Juan Greek, on the northwest o Coast al Valleys D Terraces 9 and Sand D\mas The Santa Lucia Mountains are drained toward the ocean by several streams which have eroded deep canyons <, The history of the coastal streams has been complex and is summarized ia Shaptefc B°Yo Coastal valleys with less than two square miles of drainage area generally have little or no alluvial fillo Larger streams, however, usually flow on alluvial beds formed by deposition of sands and gravels as sea level rose after the last glacial periodo Marine terraces are found along most of the coast <, These terraces were cut prior to the last glacial period when sea level was from 50 to 100 feet higher than at presento The terraces have been backfilled with stream gravels and alluvial fanso Recent wave erosion has removed the seaward extension of most terraces , exposing the underlying bedrocks Sand dunes of two ages are found along the coast <. The older s reddish, brush covered sand dunes are overlain by active, white sand dunes in the Nipomo Mesa and Morro Bay areas o Morro Bay itself is a tidal lagoon enclosed on the seaward side by a barrier sand bar The lagoon is shallow and is being filled by stream deposited silt and sand, and by wind blown sando Although complete evidence is lacking, it appears that the original area of Los Osos Valley and Morro Bay may have been eroded by a stream which drained the upper portions of the present Pismo and San Luis Obispo Creek drainage areas o Another small tidal lagoon occurs at the mouth of San Luis Obispo Creek „ Marshland which is the final remnant of a tidal lagoon is found behind the active sand dunes in the area south of Pismo Beach to Black Lake, at the mouth of Arroyo Grande Valley - Parts of the marshland have been drained and used for agricultural purposes© Salinas Structural Basin The Salinas structural basin will be referred to in this appendix as the Salinas Basin in contrast to the term Salinas drainage basin, which refers to the area drained by the Salinas River* The Salinas Basin in San Luis Obispo County is the southern extension of a similar geologic structure in Monterey County which extends northwestward to the ocean.. In San Luis Obispo County the Salinas Basin is approximately outlined by the Paso Robles formation in the Salinas River drainage area as shown on the geologic map, Plate 7A S and on the geologic cross-sections, Plate 8A„ Elevation in the Salinas Basin varies from about £00 to over 2,200 feet above sea level « Prominent geographic features included in this basin are B-5 the Cholame Hills, and parts of the Salinas River and Estrsila and San Juan Creek Valleys o Topograph varies from fairly flat terrace land to steep hills with up to 600 feet of relief Generally, however , relief is less than 200 feeto The area was eroded from a relatively featureless depositional plain , and is now in a youthful to mature stage of erosion Estrella Creek is cutting downward into the underlying sediments in a meandering valley, but does not itself meander within the valley o Most smaller streams have very thin deposits of alluvium and appear to be eroding downward at the present timeo The Salinas River is underlain by about 30 feet of gravel and appeal's to be in a relatively stable condition, although some recent downcutting has occurred., Older eroded stream terraces and thin terrace deposits are found adjacent to larger streams indicating recurrent stages of downcuttingo The ridge tops of the Salinas Basin present a fairly flat profile which slopes very gently upward from the area near Bradley toward the Cholame Hills and the Carrizo Plain« Cferrizo Plain The Carriao Plain is a narrow elongated basin of interior drainage surrounded by northwest trending mountain ranges The Temblor Range on its east side and the Caliente Range on the west drain toward Soda Lake, the center of the basin<> Elevations within the plain area vary from 1 5 950 to 2,500 feet above sea levelo The Carrizo Plain includes a hill area underlain by older eroded sediments along its northeast margin, terminal alluvial fans surrounding the flat portion of the Plain, and the central area underlain by lake deposits o The San Andreas fault extends along the entire northeast side of the Plaino This active fault has formed fault scarps, ridges, trenches, and closed depressions in the Recent alluvial fill and has offset many small streams, B~6 Submarine Features The only known offshore topographic mapping and bottom sample data in the San Luis Obispo County area appears on charts 5302 and 538? prepared by the United States Coast and Geodetic Survey These charts indicate off= shore topography to be fairly smooth for some 20 miles offshore from Ragged Point in San Luis Obispo County to south of Point Sal in Santa Barbara County <> Seaward extensions of present stream valleys are not evident near the shore A former submerged valley system probably existed, but succeeding deposition of stream sediments^ transported by long shore currents, and other eroaional debris have now filled the earlier depressions o Most of the larger coastal valleys contain alluvial fill up to 200 feet in thickness and at depths as great as 200 feet below present sea level near their mouths | an indication of the filling of the landward portions of old stream=eroded canyons Fill probably extends seaward until it meets the sand, silt and clay now covering the ocean floor Other evidence of the filling of the valleys is the lack of rock outcrops at the mouths of all the larger valleys „ Small submarine valleys are present about six miles west of Ragged Point, but no large submarine canyons are immediately offshore in the San Luis Obispo County area*, Sub- marine canyons are present north and south of San Luis Obispo County,, Arguello submarine canyon is located off the Santa Barbara County coast and Lucia and Sur canyons off the Monterey County coasto ar Areas Other physiographic features in and near San Luis Obispo County include Cholame Valley, the Temblor Range, the southern tip of the Diablo Range, Cuyama Valley, and Santa Maria Valley B~? Cholame Valley is an area which has been eroded into rocks weakened by the San Andreas fault system and possibly also by depression of fault block slivers o The Cholame Valley floor is very flat near its outlet and is under° lain by clays 3 suggesting the presence of a lake at various tames in the lower part of this valley resulting from movement of the San Andreas fault near the village of Cholame „ In the upper portion of Cholame Valley terrace gravels are found from ICO to 1$Q feet above the valley floor o The Diablo Range extends into a small portion of San Luis Obispo County o It is generally similar to other mountain ranges in San Luis Obispo County o The Temblor Range separates the San Luis Obispo County 2'egion from San Joaquin Valley, and is moderately rugged with a maximum elevation of 3 5 °31 feet. Parts of Cuyama and Santa Maria Valleys are in San Luis Obispo County and have been described by Upson and Worts (1951) s an & Worts and Thomas son (195l)« B=S CHAPTER B-III. GEOLOGIC FORMATIONS General descriptions of all geologic formations and a short discussion of their role in the hydrology of San Luis Obispo County are included in this sectiono The detailed geologic maps of San Luis Obispo County shown on Plates ?A, B 5 and C, illustrate the area! extent and distribution of formations based principally on lithology c Table B=l presents generalized stratigraphy in San Luis Obispo County witfe briefvdas^iptions of the various formations in different areas Basement Complex The basement complex in San Luis Obispo County consists of pre= Franciscan plutonic and metamorphic rocks The metamorphic rocks are exposed in limited areas along the San Andreas faulty in San Juan Creek, and in the La Panza Mountains They are probably the equivalent of the Sur series in the Santa Lucia Range in Monterey County (Reiche, 1937f Trask, 1926), The metamorphic rocks consist of schist, marble, gneiss, and quartzite, which have been derived from sedimentary and igneous rocks „ B-9 •G fit rll ]j ° S ® ^ _3 ^> g c £ fi p a 88 c> 8. iS) ® © ri 8. *. 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5 1 k ,o a I s | to © 3 -5 s o n IS © S3 6 4-1 o S, w a § c e g "HI © w » T3 (HI £V ri ■W e>- +» p3 ra a) » r-« ss So at * £ •a Si c © ® vO © p* © Bu & « .; • 1 a» a. e^v 11 1 1 8 1 1 1 1 I ! 8 1 1 t*1 o u s o 3 H 5 *-. o c 3 5 I o a • fa ->» o e t 5 e *© SI *» 4 9 a © h s E ft. *> c • © oo © .)* o A a 9.' *3 e g | o c C 4 n ».rii 3 «- • T3 R. TJ f« © c • 4 9 © t> Ft 4 1 99 1 a b m * © a • o 3 S 45' a «> u • o So @ fc © +» ■♦» o « fc o =5* © ■»» 3 g^ a z 3 ft § O .H m © o CO s 85 2 85 .St o © 09 -O 43 § g £. VI « ■»» cot* E © c @ #=» e s- c B 4 o 4» © © CvqH • 43 -sis 48 ft • © «. e • « © 4h Ft Ft _ "I © O w o N co >> C © t* it -F £ 3a 7*C f 13 ! 1 ?! @ • °>t i © O fe Ft 3 1 a © » © > 43 I Ft l-O s. I js • • i as +» -J? co-H 5 i * © S C © © e I Small bodies of glaucophane schist ?re found in the Franciscan formation.. The Franciscan and Knoxville sediments contain partially altered interbedded basalts and agglomerates as well as intrusive diabase and gabbro These igneous rocks have not been shown separately on the geologic map Pillow structure., flow structure, and vesicles have been observed in the flows During or soon after deposition^ the Franciscan and Knoxville formations were intruded by peridotite or pyroxenite in the form of sheets, dikes, and sills, which subsequently were altered to serp©ntine During later folding and faulting some serpentine bodies have been squeezed into the Knoxville and possibly into the Lower Cretaceous rocks o All of these rocks have been intruded by Miocene volcanics as plugs and dikes A few windmill wells have been drilled into the Franciscan formation, but have yielded only small quantities of watero Ground water occurs in the weathered portion of the formation and in joints and fractures of unweathered rocko Springs are quite common^ especially in the high rainfall areas near the coasto Some springs have flows as great as one or two second-feet, but many dry up during the summer Rocks of the Cretaceous system are found in the Santa Lucia Range, the Diablo Range (Taliaferro, 19kk) » the Temblor Range, and a small part of the Caliente Range c In the Santa Lucia Range the rocks have been called the Marmolejo^ Jack Creek, and Asuncion formations by Taliaferro (19W*)° Cretaceous formations consist of up to li^QOO feet of marine sand= stone, shale 5 siltstone, limestone, and conglomerate The conglomerate beds contain pebbles and cobbles of pre°Franciscan quartz, porphyry, and feldspar porphyry, quart zite, chert, recrystallized rhyolite, schist, apile, pegmatite, and granodiorite, as well as chert, basalt, diabase, gabbro, serpentine, B-13 siaidston®., limestone 5 and shale from Franciscan and Kmoxmlle formations The Cretaceous sediments seldom contain quarts veins but caicite veins are fairly commons They do not contain contemporaneous intrusive or extrusive volcanic rocks, but have keen affected by cold reintrusions of serpentine and Miocene igneous intrusiveso Faulting of Cretaceous sandstone has created fractures fonning conduits for the many flowing springs o These fractures and also the more permeable sandstone yield a small amount of water to a few domestic and stock Paleocene^Eocene Series Rocks of Paleocene and Eocene age are found in limited areas in the Santa Lucia Range,, in the southern tip of the Caliente Mountains., and in the Mount Diablo and Temblor ranges <> These rocks consist of marine sandstone , silts tone, conglomerate^, and shale It is not known Whether a^y wal^s obtain water from Eocene or Pale©° cene rocks, or whether any springs are found in them in San Luis Obispo County ■ Qligocene Series Rocks of Oligocene age have been poorly delimited and may include sediments of Eocene or Miocene age„ Taliaferro (19l|ii) reports that the Paleceene-Eocene rocks west of San Miguel are overlain by a thin red sandstone of pre-Vaqueros age c Sediments of probable Oligocene age are reported north= east of Stanley Mountain near the Santa Barbara County line (Taliaferro 19Jj3b) In the Caliente Range the Simmler formation of probable continental origin consists of about 3 ,-,000 feet of dark red sandstone with basal conglomerate (Dibblee, 1952) « Hudson and White ( 191*1 ) report a 1 3 000 foot b=: section of chocolate brown silts "tone containing Oligocene vertebrate remains in the Temblor Range<> Around the edge of and beneath the Salinas Basin there are continental conglomerates and sandstone,, here called the Berry formation, up to about 2 ,,000 feet thicks which lie upon granitic and Cretaceous rocks and are overlain in turn by marine Miocene sediments » The age of these rocks is in doubt due to lack of fossil evidence, but they are included with the Oligocene in this report o A few stock and domestic wells assd springs were noted to be obtaining water from Oligocene sediments in San Luis Obispo County,, Ground water probably occurs in fractures and in more permeable lenses in the sand- stone and conglomerate o Miocene Series Rocks of Miocene age have probably covered most of San Luis Obispo County in the geologic pasto Conditions of deposition during this period were complex, resulting in a rather confusing and still poorly known series of formations Formations of Miocene age include the Vaqueros formation,, Sandholdt shale, Monterey and Temblor formations , the Soda Lake shale, Painted Rock sandstone, and the Santa Margarita formationo These formations consist of marine white and gray sandstone, siltstone, conglomerate, clay shale, siliceous and diatomaceous shale, and chert „ Unnamed formations of M;locene age are also found on the east side of San Luis Obispo County and consist of white, red, and green nonmarine sandstone, siltstone, conglomerate and shale Up to 2c, 000 feet of volcanic material consisting of basalt and andesite flows, agglomerate and rhyolite 'are interbedded with the Vaqueros and B-15 Monterey formations in the H-aasna Creek- Arroyo Grande area and in the Caliente Range* Sills of anaicite diabase and plugs of rlayciite porphyry and andesite ptxrpbyry 5 which are probably of middle or lower Miocene age^ are found in the Santa Lucia Range and to a minor extent in the Caliente Range (Taliaferro^ 19ii3b)o Volcanic roeks of similar age are described from the west side of the Salinas Basin at Pinnacles National Moiriment^, but are unknown in the Salinas Basin in San Luis Obispo County,. Plugs and sills of porphyry form a series of prominent steep hills extending from Morro Rock at Morro Bay to San Luis Obispo. The formations of Miocene age are generally nonwater-bearing, but a well was observed which obtains about £00 gallons per minute from Santa Margarita sandstone near San Juan Creek. Other wells in the area east of Paso Robles obtain up to 300 gallons per minute from fractured Monterey shale Stock or domestic wells obtain limited amounts of water from all other Miocene formations o Springs associated with faults, weathered rock and permeable aones are common in areas of high precipitation.. Most of the Miocene forms- tions contain water of poor quality at depth where they hare been penetrated by oil wells Lower Pliecene Series Formations of lower Pliocene age include the Etchegoin and Pismo formations ° The Pismo formation has also been called the Santa Margarita formation but is apparently mostly of Pliocene age„ It consists of marine conglomerate s sandstone,, and clayey and siliceous shale* The Pismo formation is about 3 Electric logs of oil wells indicate that most of the Etchegoin formation contains water of poor quality, but in some areas., especially near outcrops, part of the Etchegoin contains fresh water o A few domestic and stock wells and one or two small irrigation wells obtain limited amounts of water from the Etchegoin formation in and around Salinas Basin Nonmarine Pliocene sand, gravel, and clay are found along the San Andreas fault near the Carrizo Plain.. These appear to be water-bearing but quality of the water is unknown and may be poor Plioeene°Pleistocene Series The most important water-b earing formation in San Luis Obispo County is the Paso Robles formation of upper Pliocene and Pleistocene age„ The Paso Robles formation is represented east of the San Andreas fault in part by the Tulare formation which is essentially the same age and has been affected by the same geologic events The Careaga sand, also deposited during this periods is encountered by oil wells in Nipomo Mesa, but is not exposed on the surface in San Luis Obispo County., In Santa Barbara County the Careaga sand is pentrated by some water wells „ B-17 A general description of the Paso Bob.les .formation is hereinafter presented,, but will be 'discussed in more detail, under the descriptions of th® ground water basins where the formation occurs., The Paso Robles formation occurs in the Salinas Basin., in the San. Luis Obispo*>Edna area and in the Arroyo Grande-Mipom© Mesa area The formation consists of sand, gravel, clay, minor calcareous beds, and at least one tuff bedo The Paso Robles formation is composed of allu^dal fan deposits s lake deposits,, and probably flood plain deposits o Individual beds are generally highly lenticular due to scour and fill and lateral gradation.. The degree of sorting of individual beds varies from good to poor., Debris in the gravels consists of siliceous shale, sand<= stone., volcanic rocks , chert-, and in some areas granitic rocko Where siliceous shale predominates, the gravels are usually poorly sorted and generally have poor water-bearing characteristics, compared to areas where gravels contain mostly harder rocks « The Paso Robles formation has been divided into tipper and lower units in the Salinas Basin as shown on Plate 7A„ These units are only approximately delineated on the geologic map The two units are separated in areas of outcrop by an erosion?.! unconformity but cannot be differentiated in well logSo In genera]!,, the lower Paso Robles formation contains fewer siliceous shale pebbles than the upper and is locally highly folded, whereas the upper has been only gently warped „ Part of the lower Paso Robles formation probably is equivalent to the San Joaquin formation of the San Joaquin Valley., The lower and upper Paso Robles formations contain some marine fossils which have been eroded from older formations, principally the Santa Margarita formation Other workers have reported marine fossils in the Paso Robles formation, but very little, if any, of the Paso Robles-? as shown on the geologic map and in the c^oss sectionals actually marine Wood fragments are rarely B-l found in the Paso Robles formation, but fresh water fossils of the type found in modern streams have been found in many places in the formation The lower Paso Robles formation in the Salinas Basin may hare been deposited by streams which drained the Santa Lucia Range and flqwed east and north across the present San Aadreas faults Fairly thick bentonitic clays interbedded with coarse gravels near the San Andreas fault may indicate that the drainage was interrupted by movement of the fault during deposition The lower Paso Robles formation is thickest west of the San Andreas fault near the Carrizo Plain and Cholame Valley, indicating that this area was either down- faulted during deposition or that the formation now appear thicker because of folding o The Paso Robles formation in the San Luis Obispo-Arroyo Grande area is represented by about 200 feet of nonmarine sand, gravel, and clay In the Carrizo Plain most of the nonraarine sediments are probably correlative with the Paso Robles and Tulare formations c Upper Pleistocene Series Formations of upper Pleistocene age include the Orcutt formation of the Santa Maria Valley area, terrace deposits,, and old sand dunes The Orcutt formation and older sand dunes are essentially the same for water-bearing purposes „ The sand dunes are simply the wind deposited equivalent of parts of the stream-deposited Orcutt formation The sand dunes generally overlie the Orcutt and generally represent the last phase of deposition of that formation Older sand dunes are also found in the Morro Bay area where water well logs indicate that they are underlain by clay and gravelo This clay and gravel may be either the Orcutt or the Paso Robles formation The Orcutt formation is included with the older sand dunes on the geologic map on Plate ?Bo B-19 Marine and stream terrace deposits are of upper Pleistocene age. Many stream terraces are simply erosion surfaces or have such thin deposits that they are considered insignificant, and have not been shown on the geologic map. The marine cut coastal terrace varies from 20 to 100 feet above sea level upon which 10 to 50 feet of sediments have been deposited. The terrace deposits are primarily alluvial fan deposits of sand, gravel, and clay, but some thin basal lenses are of marine origin. Recent Series Alluvium of Recent age is limited to valley floors and consists of sand, gravel, and clay. In the Salinas Basin, alluvium averages about 30 feet in thickness in the Salinas River, but in most smaller valleys it appears to be only $ or 10 feet thick. In the coastal area the alluvium has filled old valleys which were eroded when sea level was about 300 feet lower than at present during the last glacial age. Similar events have occurred along most of the California coast. Thickness of alluvium in the coastal valleys varies from zero to nearly 200 feet. In very recent times streams have cut into the alluvial fill and five or ten feet of sand and gravel has been deposited in these cuts. Recent sand dunes found along the coast are white in color and though generally bare, have a light brush cover in some areas. They are easily differentiated from the older sand dunes which have a heavy grass or brush cover, a fairly well developed soil, and are red or brown colored at the surface and to depths of $0 feet or more. B-20 CHAPTER B=IVo STRUCTURAL GEOLOGY Faulting and folding in San Luis Obispo County generally trend in a northwest- southeast direction The Salinas Basin and the Carrizo Plain are essentially downfaulted or folded areas between the anticlinal Santa Lucia Range and the San Andreas fault » Cuyama and Santa Maria Valleys are synclinal in nature The Temblor and Mount Diablo Ranges are essentially anticlinalo The principal fault system in San Luis Obispo County is the San Andreas o Another major system is a series of more or less parallel faults in the Santa Lucia Range j, one zone of which has been called the Nacimiento faulto Most faults of this system cannot be traced for great distances , as they either disappear or are replaced by another faulto The only other known major fault system is a discontinuous series of thrust and normal faults separating the Caliente Range and the Carrizo Plain from the La Panza Range Faults and folds of hydrologic significance are included in the description of ground water bas B=21 CHAPTER B-TTo GEOLOGIC HISTORY geologic history of San Luis Obispo County has been very complex. During late Mesosoic and Tertiary times s portions of the area have been repeatedly cohered by the sea and then uplifted., while other portions have been below sea level a much greater part of the time A few areas have been generally uplifted so that sediments, were not deposited on them* The Tertiary history of San Luis Obispo County is closely related to the history of a larger region which includes most of Santa Barbara: and Monterey Counties and parts of the other adjacent co?,anties Marine sediments of ■ -. Cretaceous., Eocene., Mioaen©? and Pliocene age were deposited in portions of the Santa Lucia, Temblor and Mount Diablo Ranges o Nonmarine Oligocene beds may be found in these areas alsc» Nonmarine Oligocene, Miocene, and Pliocene as well as marine Miocene and Pliocene sedi- ments were deposited in the Salinas Basin^ the Carrizo Plain., and the Caliente Rangeo Nonmarine Pleistocene and Recent sediments have been deposited in most areas in the county© The absence of Jurassic^ Cretaceous or Eocene sediments in the Salinas Basin is of interest as it indicates that this area was above sea level for some time before the beginning of deposition of the nonmarine sediments of probable Oligocen© age As deposition of Pliocene marine sediments began, the Santa Luciaj, Diablo s and Temblor Ranges began rising until the marine embayroents of the Santa Maria Valley and the Salinas Basin regions were filled and finally lifted above sea level. The Paso Robles formation was deposited in late Pliocene and early Pleistocene time over the older sediments in these areas as alluvial fan and flood plain deposits „ Folding of all sediments continued and reached maximum intensity in mid-Pleistocene time. It is possible that 1 -lev portion of the Paso Robles sediments in the Salinas basin were deposited by streams draining northeastward across the San Andreas fault toward the San Joaquin Valley o Thick clay beds near the San Andreas fault may indicate swamp or lake conditions caused by movement of the faulto The Paso Robles formation was folded* faulted* and erodedo In the Salinas Basin an unconformity has been noted within the Paso Robles formation which conveniently divides it into iqpper and lower units „ It is possible that this 'unconformity represents the mid~ Pleistocene orogeny* but lack of fossil evidence makes it possible that the unconformity may have occurred in lower Pleistocene or even in Pliocene time In the Salinas Basin the upper Paso Robles formation filled in the area which had been eroded into the lower Paso Robles formation and eventually formed a broad flat alluvial plain which probably drained northwest toward the ocean In the San Luis Obispo* Arroyo Grande* and Nipomo Mesa areas* the Paso Robles formation was folded and partially removed In the Morro Bay and Arroyo Grande areas remnants of upper Pleistocene stream deposits and sand dunes are foundo Erosion of the Paso Robles formation in the Salinas basin has continued to the present time* but large terraces testify to relatively stable In the coastal area marine terraces up to 300 feet above sea level, and possibly up to 900 f eet<> indicate that the area has been uplifted consider^ ably during upper Pleistocene time The lowest upper Pleistocene marine terraces and older formations were eroded to depths of up to 200 feet below sea level as a result of lowering of sea level during the last glacial periodo Similar events have occurred on the coast of Santa Barbara County and have been described by Upson (19U9)o After the last glacial period* sea level rose and the coastal valleys were backfilled with stream deposits and with some lagoonal B-23 deposits near the ©e@£So More reea&i ereats ig the coast include erosion of headlands and transport of sand to protected areas where beach sands hare been deposited,, A fairly ree®Bt downeutting of most streams in San Luis Obispo County has occurred,, The reason for this is uncertain., but probably includes both climatic and cultural factors Earthquakes in the Sasta Lucia Mountains and along the San Andreas fa present activity of faults in the San Luis Obispo County area*. >2k CHAPTER B=VI „ DESCRIPTION OF GROUND WATER BASINS Discussed in the following paragraphs are nineteen ground water basins in San Luis Obispo County, identified during the course of this invest! ~ gationo The boundaries of these basins are shown on Plates 9k s B s and C The Cuyama and Santa Maria ground water basins are not described in this bulletin since they are mostly in Santa Barbara County 9 and are described in considerable detail by Upson and Worts (1951 )» and by Worts and Thomasson (1951 )° The boundaries of ground water basins in most instances conform with geologic features , ? such as contacts between permeable and impermeable formations fault zones of low permeability or changes in subsurface lithology which affect movement or mode of occurrence of ground water These boundaries were established from available data including well logs^ areal geology,, and hydrologic observations o Most ground water basins in the County consist of unconsolidated sediments or alluvium and are of two types These ares (l) The simple basin in which ground water occurs in a single unconfined body 5 and (2) the complex basin in which ground water occurs in more than one aquifer o Most of the smaller ground water basins along the coast and in the higher mountains are essentially simple types consisting simply of alluvial fill The larger ground water basins in San Luis Obispo County are complex^ having more than one aquifer } and are affected, at least in part* by folding and faultingo Ground Water Storage and Subsurface Flow The purpose of these paragraphs is to explain the procedures used to determine quantitative estimates of ground water storage and subsurface flowo Results of the study are summarized in Tables B-I4 through B=8 and are discussed B~25 in Chapter II *©f the foregoing reports Ground Water Storage Ground water is stored within the interstices of sediments and in cracks or fractures of solid rocks The shanges in ground water storage occurring over selected periods of study were generally not estimated due to lack of historical data on ground water level fluctuations A certain portion of the total storage san be considered usable storage capacity s but this amount is uncertain in most basins due to lade of data,. In general s the estimating procedures required§ (l) A determination of total volume of saturated sediments and p (2) an estimate of the percentage of this volume that contained extra-stable ground watero The first item was obtained by computing the volum© of sediments that lay between the water table and the bottom of the basi»o The second item was obtained by evaluating the average weighted specific yield of the sediments by analysis of available well logSo The specific yield of a sedimentary deposit is the ratio between the volume of water which a saturated sample of that material will yield by gravity and the volume of that sample* customarily expressed in per cento During the South Coastal Basin Investigation^, the Mrision of Water Resources conducted extensive field and laboratory investigations for the purposes of assigning specific yield values to various types of material appearing in well logs.. These procedures are described in Bulletin No 1*5 "Geology and Ground Water Storage Capacity of Valley Fill" (Division of Water Resources, 193h)o With slight variations s the values determined in this earlier work were adopted for computing the change of storage estimates presented here<> The task of assigning specifi© yield values to the sediments appearing in logs was simplified by dividing all basin sediments into eight general B=26 categories o These included soil, clay, clay and sand, clay and gravely tight sand, sand, tight gravel, and gravelo Sand, gravel, and c3ay, liiich constitute the bulk of the basin sediments, were generally found to be well differentiated on the drillers 8 logs Combinations of these materials, however, were frequently described by such unique terms as "ooze 1 ", w muck 19 s "cement % etc Materials so described were placed, based on the judgment of a geologist, into one of the above eight categories <, Table B~2 indicates specific yield values assigned to the general categories of material encountered,, The Paso Rabies formation is generally more compacted and weathered than the alluvium and some specific yield values were lowered accordingly TABLE B=2 SPECIFIC YIELDS OF SEDIMENTS Soil, including silty clay Clay, including adobe and hard pan Clay and sand, including sandy silt Clay and gravel Sand Tight sand, including cemented sand Gravel, including gravel and sand Tight gravel, including cemented gravel 5 5 3 3 5 5 7 7 25 20 18 15 21 18 111 13 Subsurf ace Flow Subsurface flow was estimated in all cases by the slope-area methods The slope°area method is based on the commonly used form of Darcy's law, QsPAI^, where Q equals subsurface flow in gallons per day passing through the cross~ sectional area A in square feet; P is permeability in gallons per day per square foot of crosses ectional area; and I is slope of water table at the B-27 cross-section in feet per focfee I; der to determine the permeability used in subsurface flow estimates,, well pimp operation tests were conducted <> Data from these well pump operation teste also served as a check of the specific yield values used in the storage Table B=3 presents results of permeability well pump tests conducted, during the inrestigationo Analyses of the well pump tests were based on EKttS°stesidy ?J,m equations described by Jae@b and Cooper (19U6),, and Wemzel (191*2) » Both tim©~drawdown azad recovery methods were used as field conditions permitted o Storage coefficient is defined as the volume of water which ean be obtained from a unit volume of saturated sediments by lowering the water level o;ae footo In an unconfined aquifer storage coefficient is approximately equal to specific yieldo In a confined aquifer storage coefficient is very small since it is related to elasticity of the aquifer o ! CO o © & «M HI HI «=3 M M & • «r\ 6M 6 o @ HI «^ ON O PN © Hi N «*\ o NO o O © MN OS o H o H 5 «"N O c=3 oo (fO UN a o •o © o o nn ON o UN .* P\ PN «*> HI mn CM ON HI H 0N J# © NO o G»N. •pi ■*»! pa ■< © © o WN ■3" © © o © © «^ 8 o o o ON © cs Ci o © W -* «N £-- o=0 H! O © o o o q o © «4 «, <* *s © € The only other groundwater basin giYen detailed consideration in this bulletin has been designated as Pozo Basin<> Principal features of the two ground water basins in this unit are summarised in Table B-lio B=3© TABLE B-i* SUMMARY OF GROUND WATER BASIN CHARACTERISTICS UPPER SALINAS UNIT Paso Robles Basin P0250 Basi: Total surface area, in acres Surface area of Paso Robles formation^ in acres Surface area of alluviums, in acres Depth and thickness of Paso Robles formation, in feet Depth and thickness of alluvium, in feet Depth of irrigation wells, in feet Maximum Estimated average Depth to water in wells , in feet Maximum Minimum Yield of irrigation wells, in gpm Maximum Estimated average Specific capacity, in Maximum Estimated average /foot of drawdown Number of irrigation wells, 19$h Estimated average specific yield, in per cent Estimated average basin depth, in feet Estimated saturated storage capacity.,, in acre-feet Occurrence of ground water £80,700 562^100 30,300 0°3000 I4OO 290 3*600 3,600 0=30 230 $0 no 5 230 500 100 111 1$ C=C«= 220 17 8 15 900 20 Several million 2,000 Unconfined and confined Unconfined B-31 Paso Robles Basin The Paso Robles Basin £ shown en Plate 9A, is limited by the extent of the Pa? 8 © Rebles formation and w except where the drainage divide separates it from the lower Salinas Valley and Carriz© Plain Hydrologic Units „ Extent of the formations is shown on Plats 7k° Outlying areas of water-bearing formations which are this or limited in area! extent are not. included in the Paso Robles Basin« Well log sections of the Paso Robles Basin are shown on Plat© 8ju Desc ription of F ormation For purposes of this report all forroa~ tions older than the Paso Sob2.es formation m>& considered to b® essentially nonwater-bearingo These formations ra^ge in age from Pliocene to pre-Creataceous and include marine and noamarine sediments $ as well as granitic and metamorphie rocks o These nonwater-bearlng formations i^iderlie and flank the water-bearing Paso Robles formation and a] ' tsm<. Water-bearing formations consist of Recent and upper Pleistocene alluvial deposits and the Pas© Robles formation of Plio=>Pleistocene age D The alluvium consists of gravel* sand and clay and is found in most stream valleys in the Upper Salinas Unito It is generally •very thin (less than 30 feet) in the minor tributaries o The deepest all&vial deposits are found in places along the Salinas River where d@g1 " ; g3?®at as 130 feet have teen founds although alluvium aver .ages only about 30 feet along most of the Salinas River Characteristics of alluvium in Ghoiams Valley are relatively unknown because ©f the lack ©f well logs» Alluvium there is roughly estimated to be 100 feet thick and consists of sand gravel, and slay. B-32 The Paso Robies formation consists of up to 2 5 000 feet of sand, gravel, silt, clay, calcium carbonate and gypsum cemented beds, occasional fresh water limestones , and volcanic ash bedSo The clays are yellow, red a brown, blue, green, and gray in colore Some of the blue and green clays in the eastern portion of the Paso Robies Basin are highly bentonitic suggesting that some volcanic ash may have been deposited with the elay Disseminated gypsum is fairly coranon in silt and sand beds on the east side of the basin e The sand and gravel beds are commonly torrentially bedded, and scour and fill features are observed in nearly every out crop Individual beds cannot be traced for more than about a mile on the surface or in closely spaced wells o Some gravels and clays up to 10 or 1.5 feet thick have been observed on the out- crop to pinch out in a distance of 300 feeto All of these features may be attributed to deposition by meandering streams and rivers on a flood plain or on alluvial fans,, Many of the clays, silts, and limestones appear to have been deposited in small lakes, but many clays and silts are simply flood plain deposits o Many of the calcium carbonate cemented beds resemble fossil hardpans Small fragments of plant remains and a few fresh water shells have been found in the Paso Robies formation* A few reworked marine shells and reworked mierofossils were also noted c No plant remains are known to have been recorded by well drillers or geologists in the Paso Robies formation in the Paso Robies Basin The Paso Robies formation is underlain unconformably in most outcrop areas by the Etchegoin formation (also known as the Pancho Rico or Jacalitos formation) which consists of sand, gravel, clay, and silt deposited under marine conditions or in brackish watero The contact between the Paso Robies and the Etchegoin formations is often difficult to detect on the outcrop and in well logso Electric logs of oil wells, however, indicate that the Etchegoin B-33 nation in mmt &r@m contains br< . water while the Paso Robles formation contains fresh water o The \ °t±on of the Etchegoin formation, although r often containing marine a Lly similar to the Paso Robl©% lithologicallyo The deeper Ex. early ail shale and is fairly distinctive in drillers gs and. la ■ ■■■ iogg There is evidence ©f a major unco iaf oral ty within the Paso Robles formation with the older, n< folded portion generally yielding mor® water to wells than the y , .ess folded portion.. The older Paso Robles generally contains more pebbles from pr®<=Monterey formations (granite, chert, conglomerate , and green sandst the younger portion generally contains mostly Monterey shale pebbles, indicating that* while the Paso Robles formation was being deposited, the surround ills ware being uplifted and erod®d« The unconformable relationship am he e red near- the town of Cholame, east of Ataseadero^ north of San Miguel aloag the Salinas RiTer, west of San Miguel along the Nacimiento River, ioutheast of Shandoii alo&g San Juan Creeko Much of the Monterey formation must hare been cohered by post«M©iiterey format ions or must have underlain lowland areas during deposition of the older Paso Robles formation o It is possible that the elder Paso Robles formation was deposited by streams flowing toward the north and east, that is 9 toward the San Joaquin Valley, and that present drainage down the Salinas Valley was not initiated until some time during deposition of the younger Paso Robles formation o The older Paso Robles formation is generally exposed 1b anticlinal areas , and the two members are easily differentiated where the unconformity with the younger Paso Robles is exposed© It is usually difficult to trace this unconformable contact in the field over long distances , and it is only approximately shown on the geologic map* The older Paso Robles formation is locally steeply fold© 1 : v 'aulted, R~3fe and overturned beds have been observed,, Where older and younger Paso Hobles both have gentle dips it is impossible to differentiate them by structure alone „ Clays of the older Paso Robles formation are generally blue or green, but may also be yellow or reddisho The older Paso Robles formation is up to about 2 .,300 feet in thickness ° It contains at least one volcanic ash bed but many clays are highly bentonitie, especially near the San Andreas faulty indicating that they may also contain volcanic asho The younger Paso Robles is generally more silty, more yellowish or reddish in color 5 and less regularly bedded than the older The younger Paso Robles generally dips only one or two degrees, but 10 degree dips are found near some folds e Large areas underlain by the younger Paso Robles consist of practically flat beds which overlap older Paso Robles and no nwater=b earing formations on the edges of the basins o The younger Paso Robles is approximately 500 to 700 feet thick, but in many areas only 100 to 300 feet of this formation is below the water table The younger Paso Robles formation shown on the geologic map also includes some terrace deposits and older alluvium which are too thin or discontinuous to be of significance to ground water and which are very difficult to differentiate from the Paso Robles formation itself Structure of Water-Bearing For mations „- The alluvium does not appear to have been faulted or folded » The Paso Robles formation, in general <, is fairly flat lying but is well folded and faulted in some areas Folding can be observed in outcrops of the Paso Robles formation, but faulting is difficult to detect due to the lack of consolidation of the formationo Faulting has been detected in some outcrops and in oil wells and may be inferred in a few areas from the presence of sulphur springs and from physio- graphic evidence o B-35 The kjno-wn faults cutting the Paso Rubles formation and possibly acting as barriers to movement of groimd water are the San Andreas, San Juan, and Paso Robles faults o Several smaller faults also cutting the Paso Robles formation are shown on the geologic map.. In the case of the major faults, the uplifted nonwater-bearing rocks appear to be more important as barriers to the movement of ground water than the fault itself Folding of the Pasc Robles formation has considerable effect on th@ occurrence and movement of ground water o In @@me areas the Paso Robles formation has been raised by folding and has b@an eroded so that the beds are suitably sacposed to recej ip] -snishment by percolation of stream flow and rainfall o Anticlinal areas ©f some importance include the Bradley and Huerhuero anticlines, the Gholame Hills anticlinal area^ and the Paso Robles fault and San Juan fault anticli.rjal areas „ The area in the south central part of the Paso Bobles Basin is essentially a Eorthward~dipping homocline which has been sailed tb.e Highland homocline (from Highland School District ) After percolation the water moves toward pumping areas where the Paso Robles sediments are buried, such areas including the Bradley, San Miguel and Huerhuero synclines and the broad, flat— bedded area in the region near Shandon,, The folds of the Paso Robles formation beneath areas of alluvium probably result in interchange of water between the two formations wheso ground water gradients are favorable to such interchange,, Ocjjurrence_and Movement o_f Ground Jfetero Ground water occurs in the alluvium and in the Paso Robles formation in the Paso Robles Basin,, Ground water in alluvium of the Salinas River is unconf inedo In Cholame Valley the northern portion appears to be unconfined bust the southern portion is probably confined* Within the Paso Robies formation,, occurrence of ground water is rather complex due to lenticularity of aquifers, folding of the formation^ and the presence of older and younger members of the format! on° Water levels in various aquifers in any area are generally at different elevations As far as can be determined^ the shallower aquifers generally have higher water level elevations than deeper aquifers , indicating a slow downward movement of ground water In the few areas where water level in wells is above the ground surface (areas of flowing wells ) s the shallow aquifers generally have a lower water level elevation than the deeper wells s indicating slow upward movement of ground waters Areas of upward movement Most good irrigation wells in Cholame Valley are located in the northern portion of the valley and obtain water from the Paso Robies formation B~3? It is most probable that, the sands aad gravels of the overlying alluvium are in hydro! ogie continuity with the Paso Robles formationo The alluvium in the Salinas River is also in hydrelogic continuity with the underlying Paso Robles, especially where the latter has been folded „ As shown in Plate 9A 5 ground water in the Paso Robles Basin moves from the hill areas toward the larger streams-, that is, toward Estreila Creek and the Salinas River and the&ce to the north and out of the Paiso Rob.: es Basin into the lower Salinas ?alley Ground water in the Salinas River alluvium is apparently completely replenished nearly every year by percolation of river flow Additional recharge includes percolation of precipitation and excess irrigation water,, and an unknown quantity of subsurface inflow from the older nonwater -"bearing forma = tions and from the underlying and flanking Paso Robles formationo Similarly,, alluvium in Cholarae Valley is replenished by stream percolation, percolation of rainfall-, and excess irrigation water $ as well as a minor amount of subsurface flow from adjacent nonwater^bea-'iing rockSo Recharge of the Paso Robles formation is rather complex » Percolation of rainfall and stream flow may ogcur directly on outcropping aquifers in areas of folding o In certain places in areas of folding where water levels are high, the aquifers discharge water to the surface In some cases influent and effluent flow may occur on the same anticlinal structure within a hundred yards « Effluent flow occurs on the Huerhuero anticline in Huerhuero Creek; northeast of Bradley anticline in Vineyard Canyon and Indian Valley^ and near the Paso Robles fault east of the Salinas River Water percolates on the flanks of most folds o In the areas of flat lying sediments-, vertical percolation is complex and devious as discussed above^, and probably constitutes a major source of replenishment during wet periods „ In the area north of Estreila Creek, north- west of Shandon^ ephemeral spring? caused by trapping of downward percolating ■3* waters by clays are commons however, successful irrigation wells are not known in this area There are probably many areas of effluent flow not observed during this investigation which occur when water levels are high D Ground water is withdrawn from the alluvium of the Salinas River by pumping., effluent flow 9 evapo^transpirationc, subsurface flow into the lower Salinas Valley and possibly by a limited amount of subsurface flow into the Paso Robles formation. The location of areas of effluent flow in the Salinas River alluvium depend on the water level conditions When the alluvium is full and the river stage is falling the entire length of the alluvium may be considered as having effluent flowo The areas of rising water during lowest water levels in September , 1953 5 were observed in the following locations? (1) between San Miguel and Wunpost, (2) between Eureka Bridge at Atascadero and a point some 300 yards upstream from the bridge, and (3) about half way between Templeton and Atascadero The remainder of the river was dry at this time Some of the rising water upstream from Wunpost probably comes from subsurface inflow from the Paso Robles formationo Alluvium in Cholame Valley is depleted by pumping, possibly by evapo-transpiration, and by subsurface outflow through alluvium and possibly through the San Andreas fault into the Paso Robles formation near Cholame „ Depletion of the Paso Robles formation occurs by pumping, evapo- transpiration 9 effluent flowc, and subsurface outflowo Ground Water Storage Capacity and Specific Yieldo Ground water storage capacity below the water table of 195U to the base of the Paso Robles formation is estimated to be extremely largej probably several millions of acre-feet o The average saturated depth is about 900 feeto Estimated ground water storage for the 100 feet of material below present water level is about 3^000,000 acre-feeto This value is estimated to be in the correct order of B~39 magnitude for •jus able storage capacity,, since pumping lifts would probably hare to be 200 feet greater than present to utiliie this amount of storage aaad still be within economical limits <> Historical data on ground water levels are not available to determine actual historical changes in ground water storage^ but they are believed to be smallo Estimated weighted mean specific yield of the Paso Robles formation and alluvium is eight per cento Storage capacity of the alluvium of the Salinas BiTer is estimated to be only about kO^OQQ acre- feet., and specific yield is estimated to average 15 per cento Permeability,, Sub g J'^PY* a^d_Jfi.eld of JWaLlSo Permeability of the alluvium in the Salinas River near Atascadero and Paso Robles was found to be about 1^000 gallons per day per square foot from permeability pump tests „ Permeability of the Paso Robles formation was found to vary from about 100 to li^lOO gallons per day per square foot s with an average value of about 200 gallons per day per square footo Subsurface flow from the Paso Robles Basin to the lower Salinas Valley has been estimated by the slope=area method Subsurface outflow through the Paso Robles formation occurs east of the Salinas River and is estimated to be about 7s000 acre-feet per year* Water level control in this area is poor<, however s and this estimate should not be considered to be too reliable Subsurface outflow to the lower Salinas Valley also occurs through the alluvium and is estimated to be only about 150 acre-feet per yearo The Paso Robles formation yields up to 3->300 gpm to wells and the alluvium in the Salinas River yields up to 2 ,,000 gpm to wells Wells generally obtain water from unconsolidated sand and gravel, but one driller reports that the cemented beds of the Paso Robles formation also yield considerable water to wells o B« Pozo Basin The Pozo ground water basin is located upstream from Salinas Dam and includes a narrow strip of alluvium on the valley floor of the Salinas River and Pozo Greeks The alluvium ranges up to 30 feet in deptho It is replenished by percolation of stream flow, and by penetration of rainfall and return irrigation water o It is depleted by pumping, evapo-transpiration, and effluent flow Total ground water storage capacity is estimated to be about 2,000 acre=>feeto There were 1? irrigation wells in Pozo Basin in 1°5U° A maximum yield of 230 gallons per minute has been reported and the average yield for all wells is about 100 gallons per minute p round Water Ba sins ifithin Coastal Unit The Coastal Unit has been divided for descriptive purposes into three subunits, each of which includes several drainage areas The three are the Cambria Subunit in the northern portion!, the San Luis Obispo Subunit in the central portion, and the Arroyo Grande Subunit in the southern portion of the coasto The boundaries of the subunits and basins are shown on Plate 9Bo All coastal ground water basins in San Luis Obispo County have a similar late geologic history which is of considerable importance to occurrence of ground watero During the time prior to the last glacial period sea level was higher than at present and the coastal valleys were incised in essentially their present position, while the low terraces now found at 20 to 100 feet above sea level were being formed by wave erosion and deposition*. During the last glacial period^ sea level dropped to about 300 feet below its present level 5 and as the lowering occurred, the coastal valleys were incised*. In some instances only narrow V-shaped canyons were formed, and in others, where conditions were favorable, wider valleys were eroded At the time of maximum B<4|1 lowering of sea level the shore line was from two to eight miles from its present position and streams had this greater distance to flow to reach sea levelo The stream valleys were incised in most places into nonwater°bearing rock s but in the Morro Bay and Arroyo Grande areas the streams cut into the older sand dunes and the Paso Robles format ion « There is some evidence that harder rock has resisted erosion in some places, resulting in widening of the ancient valley upstream from the hard rock and steepening of the stream gradient belowo As the last glacial period declined and sea level rose, the streams dropped their material and backfilled the valleys <, This alluvial backfill is the Recent and upper Pleistocene alluvium which is the principal aquifer of most of the coastal ground water basins o Cambria Subunit Principal ground water basins in the Cambria Subunit include San Carpoforo, Arroyo de la Cruz, San Simeon, Santa Rosa, Villa, Cayucos, Old, and Toro Basins o Pertinent geologic and hydrologic characteristics of these ground water basins , which correspond to the creeks of the same name, are included in Table B~5° B~l42 o o ON *GO o o mn UN < rt 5") PNOI • 3 «-4 g WN o o 5=8 o ON 8 I o> o> S3 «M 5=0 » c in © © 5=4 © o a «m no un S c Ci at. S3 © o o eo ■•< 0\ 5=0 O OOil- m e H c o J* O M UN o o o o H 5=8 5=3 o o *-! 5=4 H o £ 5 o CO as © c=9 O UN O e»Noo o=3 O UN @N 8-8 UN o © c 5=3 o o <5< NO w IS a. 5=3 5"« 4 6-J 5 ON Ok IS 5=9 • 4 fa s a 5=3 W w-3 4* B s e 5=9 «=3 © c M <*-) ® CO >. • «h v4 cs \ SO a SP Cl fa • a a 5=8 qrt 8»» • p=a % 5-4 5=9 %-« fa ■»» ■¥• JQ C <==• 00 ■0 8»> > 4» t> 4* © § c 60 S TJ 4» O g 2P 4 +» fib 3 < ■^ fa ■1!-] A a 4 e h m ■8» •»* ® « «H X • fa B *» u 3 * ■wo s a g 1 E •H % s (B ft 19 3 e 1^5 9 ■ 8 i • :* * vO «=3 «H *ri >W T3 "O • •O o T» ® •" H •♦* O 1 ■*» © 3 i « u t) a ® 4 © °3.s « <* j $ 1 9 fa i i '•■■ i 6=9 O JO o fl a^J a - So I ■S >3 © m H B=i^3 Ggologjo All of tines e ground water basins consist of alluvium of Recent and upper Pleistocene age which has b^en deposited as described above In the Cambria Sublimit the alluvium overlies nonwater-bearing rocks of Tertiary s Cretaceous and Jurassic ageo Thickness of alluvium varies from to over 130 feet in the ground water basins of the Cambria Subunit „ As far as can be determined the alluvium is not disturbed by faulting or folding, and it apparently continues offshore and is in contact with sea water.. The bass of the alluvial deposits on the terraces along the coast of this subunit -is above sea level and therefore the alluvium contains little ground water 5 as it drains directly toward the ocean* Ground jfeter Ground water occurs in the alluvium and to a minor extent in fractures and slightly permeable zones in the older nonwater^bearing rocks o Ground water in alluvium is un confined as far as is now known., although small clay caps may exist near the mouths of some of these ground water basins. Ground water moves downstream and essentially follows the slope of the ground surf ac®o Ground water is replenished in these basins by percolation of stream flow and by deep penetration of precipitation and excess irrigation water,. It appears that stream flow entering the ground water basins of the Cambria Subunit has been sufficient to essentially replenish the basins in nearly ©very year., Ground water is depleted by pumping .o effluent flow,, evapo- transpiration and subsurface flow into the oc©an<, The water table in most of these ground water basins is fairly close to the surface 9 and most of the trees and heavy brush in the basins probably obtain water from the water table,, Rising water occurs for at least part of the year after the ground water basins are filled during the wet season* During the later part of the year when rising water occurs 5 the streams in many cases do not directly reach the ocean but are dammed by barrier beaches and sand dunes and water percolates to the ocean B-Ui through the barriers If the ground water basins were dewatered by pumping^ sea-water intrusion would probably occur However, intrusion cannot extend inland beyond the point where the base of the alluvium is at sea level elevation^ This point of maximum intrusion is estimated for each basin in Table B°5° Wells in the ground water basins of the Cambria Unit average about 80 feet in dspth° Many of them completely penetrate the alluvium and have been drilled into nonwater°bearing rocks Wells yield up to about 700 gallons per minute but average yield is probably on the order of 200 gallons per minuteo Specific capacity of wells probably averages about 15 gallons per minute per foot of drawdown <> As shown on Table B-5 the number of irrigation wells in each of these ground water basins is smallo San Luis O bispo Subunit Ground water basins in the San Luis Obispo Subunit include Morro Pertinent geologic and hydrologic characteristics of these ground water basins are summarized in Table B=6 © © e o © S>1 © © a s zt o D s© p3 SO s* O t n si m P3 PS a pi s=(l OT <■« in tf\ e o 'o a 3^i toj *2 5*8 s o 8 o 8 -.. 1 & o C* © © C g <«\ l?-fl © 9 o o eo © V© P* o o o pS ON IN © I o o © 4#N «A «*\ o © © o ©4 pO ©! p? © © SO f% © «^ VO © (Ml e*i § e S vs %* a c © .S "2 us 6-" 1-1 t-0 gg « i o © © 2 M « W E-J •< 1-4 pa 2 Ed OS cu J W » * *g © O © PS © w w © >4 *5 a Ira s?a 1© U I® i © wl is? f3 en © g © © <>j © ©\ pfl **«. © © w © «n ©8 NS © S\ O M> WN n pQ \0 eo en c=a P3 M e^«>s © © a o © © ITNifS. HI © © © © 64 p3 © © e © © «f0 ■■*o U?\ «^ 6 1 © o ©5 pS © © «© ® & ^ © « Ci &> *H 4? %0 a c •O © «^ C ft< ■ 9 if Oi fa O © ■*» © ¥ 08 "t-1 B ■o- £> • >9 » O © 1* &1 -»i ci T ; 3 © %-. o • *0 id s ffl § a. 0! Rj °o •0 al el c S n © «?4 3P C ^H ■>» Kj ■P &> tf 2Pc :1 • fa S ifO p4 ipS ^ c © Ci 4 C » «rS c « U> fa iH) so & 4 @ a. » 5 > b w 5 > i 'J, > qrf i. *< 3 4* -O vi fa 49 ps 5 ■1 O •»S >*■■ 4 5 m b • *; • i %« I|f e %4 «4 ■u °© ^ « s © a © © © "O 1 •O •d s •0 «S « a ».' «o 3 %■ * c wi c © • <» a © 3s e 3 a B m m 88 0! 4» *o 3 15 © i i «-e s *» 4 © § 4» * °e is •© * fa • © § -IS © * $ 91 cs o ® 9 o g i ■*» i i © 1 1 SI «s i m ■5 B ■«» 1 *rS ■»* © *Z • _ © 2 © 2 1 © 2 © %4 s p © 1 t?0 S 'J p] © •9 (4 s 1 fa « 1 Ml <,.<: $ -J n s m 4* fa © 8 * (Si P s *< fa ■»» © to 9 t«> So li- E- o e !^ OS s H &9 M M Geologjo The Morro and Ghorro ground water basins are similar to those described in the Cambria Submiit in that they consist of Recent and upper Pleistocene alluvium overlying nonwater=bearing rocko The marine terrace deposits extending from Morro Creek north to one°third mile south of Toro Creek lie partly below sea levelo They are at least 60 feet deep as the drillers log of one well indicates,, Geology of the Los Osos, San Luis Obispo , and Pismo basins is more complicated than the basins to the north in that water-bearing sediments consist of Recent and upper Pleistocene alluvium, sand dunes and terrace deposits of upper Pleistocene age, as well as the Paso Robles formation of Plio-Pleistocene age« The Paso Robles formation consists of lenticular sand^ gravel, and clay, with very poor beddingo The Paso Robles was deposited in the northwest-southeast trending San Luis Valley , and probably in Los Osos Valley and Morro Bay The presence of materials which may be of the Paso Robles formation is indicated by drillers logs of wells near Morro Bay, but no outcrops were identified there during the field investigation.. The Paso Robles formation does outcrop in the upper main portion of both the San Luis Obispo and Pismo Creek Basins where it has been gently folded into a syncline (see Geologic Map, Plate ?B), and has a maximum known thickness of 160 feeto The Pismo and San Luis Obispo Basins are arbitrarily separated in the area of outcrop of the Paso Robles formation at the drainage divide, although the ground water divide does not appear to correspond with the drainage divide (see Plate 9B)o In the San Luis Obispo Subunit older sand dunes are found only in the Los Osos Basin and at the town of Morro Bay as shown on Geologic Cross Sections E°E» and F-F» 5 Plata 8B, and on the Geologic Map, Plate 7Bo The older sand dunes are up to 150 feet thick and extend to and slightly below sea levelo B~l*7 The older sand duaaes are weathered to as brown or reddish color arid are fine grained as is usually the case with t«ind blown sand deposits*,, Hate;;-' wall logs indicate that occasional clay lenses are found in the sand dunes „ f Some terrace deposits up to about 100 feet thick in the San Luis Obispo Basin near Laguna Lake are probably the age equivalent of the older sand dunes „ Alluvium; which reaches a maximum thickness of about 100 feet 5 occupies the -valley floor of all the ground water basins and is the principal aquifer o Large areas in fehe San Luis Obispo and Pismo Basins where the alluvium has a thickness of less than 10 feet and exposures of bedrock are common are not included on the geologic map since the alluvium does not yield much water to wells or is above the water table o The younger sand dunes in the Morro Bay area contain ground water but are not extensive enough to be of hydrologic significance*) Grt>und Wate r Ground water occurs in alluvium, older sand dunes , and in the Paso Robles formation and is unconfined in most portions of the basins The only flowing wells a© ted in this submit were in the alluvium of the broad upper part of San Luis Obispo and Pismo Basins just upstream from the narrow canyons meationed above r indicating that conditions of at least partial coDfiaemeat exist in those arena c. Bedrock is exposed in a part of the narrow cannon of Pismo Greek and is a satt^ral dividing ares between the large upper portion anj. the small lows- partion of t$i& Pj^smo Ssmrad Water Basis*, Ground water generally moves in the direction of surface slope except in Los Osos Basing where it moves in a northerly direction in the older sand dunes as shown by water level contours on Plat 3 9B. Ground water is replenished by percolation of stream flow, precipitation and return irrigation water^ as well as by minor amounts of subsurface inflow from older rocks „ Ground water is depleted by pimping. ev%po=transpiration s effluent flow, and B-^8 subsurface flow to the ocean e In general the best wells are located in the alluviumo The yield of wells in the dune sand is limited bysand coining into wells o The older sand dunes, however, yield soft water of excellent quality The yield of wells in the Paso Robles formation is fair but generally less than wells in alluviumo Many stock and domestic wells obtain limited supplies from fractured older rocks \ Since alluvium is in contact with sea water it is reasonable io expect that sea=water intrusion could occur if landward gradients are established by heavy pumping in the future <, As far as is known, however, no landward gradient has existed except in cones of depression near pumping wells for a short period of time, and sea°water intrusion has probably not oecurred up to 1955 o Arroyo Grande Subunit Ground water basins in the Arroyo Grande Subunit include the Arroy© Grande Basin and Nipomo Mesa* Pertinent geologic and hydrologic characteristics are summarized in Table B~7° B-U9 SUMMARY OF GROUND WATER BASIN CHARACTERISTICS ARROYO GRANDE SUBUNIT, COASTAL UNIT Total surface area;, in acres Thickness of alluvium, in feet Thickness of old sand dunes* in feet Thickness of Paso Robles formation , in feet Depth of wells 5 in feet Maximum known Extimated average Depth of water., in feet Maximum Minimum Yield of irrigation wel3& 5 in gpm Maximum known Estimated average Specific capacity, in gpmyfoot of drawdown Maximum known Estimated averag® ser of irrigation wells , 19$k Estimated average specific yields in per cent Estimated saturated storage capacity^ in acre-feet Estimated usuable capacity, in acre-feet Occurrence of ground water Arroyo Grande Nipomo Mesa 12,1*60 0=200+ 0-100 0-200 252 100 93 , 200 1*0 123 -15 226^,000 1*0,000 Confined and unconfined 16,020 0-300 0-900 5 29 5 6 18 770,000+ ? Unconfined B-50 Geology Areal geology of the Arroyo Grande Basin and Nipomo Mesa is shown on the geologic map (Plate ?B) and on geologic cross=sections G*=G 5 , H°H ^ and J=J 8 on Plate 8Bo Water~bearing formations include alluvium, older sand dunes s and the Paso Robles formation*, In addition, the Careaga sand is found beneath the Paso Hobles formation in the Nipomo Mesa area, but does not outcrop in San Luis Obispo County The Careaga sand is a marine, medium- grained sand of Plio^Pieistoeene age It attains a thickness of 650 feet in the Santa Maz°ia basin, but thins to a feather edge under the Nipomo Mesa as shown on cross=sections H>H C and J-J'o The Paso Robles formation consists of sand, gravel, and clay up to 900 feet thick in Nipomo Mesa,, up to 200 feet thick in the lower part of the Arroyo Grande basin, and up to 2^,000 feet thick in the Santa Maria Valley in Santa Barbara County*, The Paso Robles formation thins to the north and west from the vicinity of Oso Flaco Lake., Both the Careaga sand and Paso Robles fonn&tion in San Luis Obispo County form the north flank of a syncline whose axis is located along the south edge of the Santa Maria Valley (Worts and Thomasson 5 1951* and Woodring and Bramlette, 1950) o At the mouth of the valley of Los Berros Creek the Ppso Robles formation has been folded and has a dip of 15 degrees to the southeast, but in most places the Paso Robles has a dip of less than five degrees o After d®position of the Paso Robles formation, sand dunes up to 300 feet thick were deposited on Nipomo Mesa and up to 100 feet of sand dunes were deposited in the area north and east of 0ceano o These dune sands have since been tilted, partially eroded away, and weathered, and they are called the older sand dunes in this report,, Worts and Thomasson (1951) mapped a stream deposited gravel bed in the southeast part of the Nipomo Mesa and called it the Orcutt formations but it is included with the older sand dunes in this 3<=5l report since the mapped bed is thin on the outcrop and cannot be identified in logs of wells drilled in Nipo.mo Messu Al.l of these older formations were eroded by Arroyo Grande Creek and the Santa Maria River during the last glacial stage when sea level was about 300 feet lower than at present o As the glacial period waned and sea level rose 3 the sediment loads of Arroyo Grande Greek and the Santa Maria Rr/er were deposited, forming the alluvium of Recent and upper Pleistocene age D Alluvium in Arroyo Grande Creek is about 100 feet thick in the valley upstream from the town of Arroyo Grande <> and possibly 200 feet thick near the present shore line. Available well logs confirm the presence of a fine-grained upper member of the alluvium in Arroyo Grande Basin near the coasto This upper member acts as a confining bed to ground water and wells flow when the piesoamtric surface is above the ground surface The sand dunes of Recent age along the coast are generally less than! 50 feet thick but reach a maximum thickness of 100 feeto They overlie alluvium and older sand dunes <. The alluvium of Arroyo Grande Valley has probably not been folded or faulted.. The older sand dunes have apparently been tilted to the southwest to some extent so that the base of the sand dunes is now below sea level (see cross-section J-=J° 5 Plate 8B)o The Pas© Robles formation is concealed by sand dunes in most areas, but oil well logs and available out=> crops indicate that it dips to the southwest and toward the Santa Maria V alley <> Ground Water Ground water occurs in alluvium, older sand dunes, the Paso Robles formations and the Careaga sando The principal aquifer of the Arroyo Grande Basin is alluvium., but many wells obtain water from the Paso Robles formation underlying the older saad dunes in the area between Oceano and Arroyo Grande s and a few wells obtain water from the Paso Robles formation in the Los Berros Creek areao Nonwater-bearing rocks underlie the water-bearing B-52 sediments , but some wells obtain limited quantities from these rocks and one well, drilled into Miocene rocks, yields about 500 gallons per minute,. Ground water in the older sand dunes is generally low in total dissolved solids and hardness since it is derived mostly from percolation of precipitation o Ground water in older formations is generally higher in total dissolved solids and hardness » Ground water movement is indicated by contours on Plate 9Bo Of considerable interest is the fact that ground water moves from Nipomo Mesa toward Los Berros Creek, Arroyo Grande Valley^ the ocean, and toward Santa Maria V alleys It is probable that movement in the reverse direction will occur if future increased pumping on Nipomo Mesa exceeds natural recharge o Ground water in Arroyo Grande Basin generally moves downstream except where temporary cones of depression are formed near pumping wells o In the area north of Oceano, pumping has formed a large depression in the water table, the deepest part having been below sea level most of the time during the 19U5 to 1955 periodo Oceanward of this large depression, however, water levels are above sea level, indicating that sea=water intrusion probably is not occurring,* The large depression is, apparently caused by the reduced permeability of the Paso fiobles formation and fairly heavy draft requiring a steeper hydraulic gradient to transmit the water to the wells in the areao The sediments underlying the older sand dunes in the area of the depression contain fairly extensive clay lenses which cause local pressure effects <> Near the ocean west of the depression the clays apparently are not very extensive, and ground water in the older sand dunes probably percolates downward into the Paso Robles forma- tion and maintains a seaward hydraulic gradient Just north of Nipomo Mesa ground water in the alluvium moves in a northwesterly direction and is confined by a clay cap B-53 Ground water in Arroyo Grande Basin is replenished by percolation of stream flow, rainfall, and excess irrigation water as w®ll as by subsurface flow from Nipomo M@sa Most ©f the area of Nipomo Mesa is internally drained,, The old sand dimes underlying trie mesa have large closed depressions and the sand has a sufficiently high percolation rate to absorb all rainfall not consumptively used or evaporated Flow from springs in Black Lake Canyon drains to the lecent sand dunes , but there the water percolates into the sand dimes and moves underground to the oeeano No streams drain into, out of, or across Nipomo Mesa,, and therefore the major source of replenishment of ground water is percolation of precipitation.. That this replenishment has occurred in the past is evidenced by the fact that the basin is so full that ground water n@w moves opt of the area toward the adjacent grouad basins and the ae®an° An additional source of supply may consist of a small amount of subsurface inflow which has percolated from the alluvium of Nipomo Creek on the easto Under conditions of heavy draft sea^water intrusion may occ^r D Ground water is depleted in Arroyo Grande Basin and Nipomo Mesa by pumping, subsurface outflow, and evap&°transpiration Ground water is exported from the Ocean© area of Arroyo Grande Basin to Pismo Beacho The effluent water which reaches a maximum amount of flow at the Uo So Geological Survey gag© at Arroyo Grande is probably caused by the decrease of eross^sectional area of allisvium° When water levels are further drawn down by pumping, the effluent flow at the gage will stop Most of the effluent water percolates below Arroyo Grande during the irrigation season., Water which does not percolate flows to and over the slay cap and is wasted to the oeeano Wells in Arroyo Grande Basin generally obtain most yield where .£>< drilled into alluvium <> The Pas 9 Robles formation north and east of Oceano and in the Los Berros Creek area generally yields less water to wells Wells in the sand dunes do not yield much water because of inflow of sand during high pumping rates o Yields of wells,, specific capacities 3 storage capacities and other hydrologic factors are summarized in Table B°7<, Carrizo Plain Unit The Carrizo Plain Unit consists primarily of the Carrizo Plain, but Elkhorn Plain and a few other internally drained areas in the extreme southeast portion of San Luis Obispo County and in adjacent Kern County are also included Carrizo Plain is the largest area of internal drainage in the Coast Eanges The internal drainage has been preserved primarily because of low rainfall and relatively small tributary mountain areas, resulting in limited runoff <> Excess runoff evaporates in Soda Lake in the central portion of the plain c A review of historical records indicates that standing water in Soda Lake has been noted only during the wet months and in summers following very heavy spring rains Pertinent physical features of the Carrizo Plain Basin are summarized in Table B~8„ B~55 TABLE B=8 SUMMARY OF GROUND WATER BASIN CHARACTERISTICS CABRIZO PLAIN UNIT Total surface area, in acres 172 5 000 Thickness of alluvium 9 in feet - 100" Thickness of Paso Rofolas formation, in feet => l^OGO 1 Depth of wells 5 in feet Maximum known 600 Estimated average 200 to water, in feet Maximum 58 12 Yield of irrigation wells , in gpm Maximum known ] _ Estimated average 500 Specific capacity - ;, in gpm/foot of drawdown Maximum known 15 Estimated average 5 Number of irrigation wells,, 195k 8 Occurrence of ground water Unconfined and confined B-56 Geology Geologic features of the Carrizo Plain Unit are shown on Plate 7C» Water=b earing materials include alluYium and the Paso Robles formation^ The Paso Robles formation (also called the Tulare formation in this area by some workers) consists of more than 1,000 feet of clay 5 sand s and gravel* Drillers logs and electric logs of oil wells indicate that the Paso Robles formation underlying the alluvium is moderately high in clay content in the north part of the unit and very high in clay and silt near and south of Soda Lake Q Surface outcrops indicate the same general gradation of sediments in a southerly direction although outcrops are poor,, In general the thickest portion of the Paso Robles formation is found on the north and west sides of the Carrizo Plain Unite This probably has been the result of down folding or faulting of the area near the San Andreas fault and up folding or faulting of the western side of the Carrizo Plain and the Caliente Mountains „ Alluvium is probably only 100 feet or less in thickness , although well log data are s canto Alluvium on the surface consists of relatively coarse alluvial fan sediments around the periphery of the Carrizo Plain and Elkhorn Plain and fine=grained lake deposits near the central parts of those areas During a previous wet cycle s possible during the last glacial age, Soda Lake was considerably more extensive than at present as shown by poorly preserved , eroded terraces and by extensive salt deposits in the soil,, Aerial photographs show this ancient shore line reasonably well by changes in vegetation and in soil coloro The shore line coincides only poorly with the present surface contours,} probably indicating that the shore line has been altered by recent tectonic activity Deposition of alluvium is affected by the San Andreas fault and some streams have been off set by faultingo The Paso Robles formation has been both faulted and folded o B-57 Ground Water water basing in the Carrizo Plain Unit include the Carrizo Plain Basin, the Elkhorn Plain Basin, and other small areas of internal drainage,, These are shown as one ground water basin on Plate 8C„ Since most available data concern the Carrizo Plain Basin itself, the following discussion will concern this basin unless other areas are specially mentioned Ground water conditions in the Carrizo Plain Unit are not well known <> The area of most extensive use of ground water is in the north end of the Carrizo Plain where wells obtain water from both the alluvium and the Paso Robles formation.. In this area.., near Simmler <9 relatively good quality irrigation water is obtained from deeper wells in the Paso Robles formation and relatively poor quality water from shallow wells in the alluviumo Ground water in this area moves toward Soda Lake Three domestic wells obtain water of reportedly good quality from areas near the apex of alluvial fans west of Soda Lake., Nearly all other domestic and stock wells elsewhere in the Carrizo Plain obtain water of very poor quality from alluviumo Recharge to ground water occurs only through percolation of precipi° tation s stream^ flow,, and return irrigation water,, The basin is depleted by pumping^ evapo-transpiration 5 by evaporation of water in Soda hake, and by a minor amount of spring flow into San Juan Greeko The San Andreas and other faults shown on Plate 7C are almost certainly barriers to movement of ground water 5 but no wells are present to determine their effects directly « In summary j, low rainfall, poor quality water, and relatively tight alluvial material in most of the Carrizo Plain and Elkhorn Plain ground water basins B-58 indicate that a substantial increase in utilisation of ground water will probably not be feasible o Ground Water fe ^ins_ Withir;. Other Units Miscellaneous hydrologic units comprising San Luis Obispo County include San Joaquin , Cuyama, and Santa Maria Units Ground water basins in the San Luis Obispo County portion of the San Joaquin Unit are limited in area,, depth s and water supply and are not further discussed in this appendixo The most important ground water basins of the Cuyama and Santa Maria Units are described in some detail by Upson and Worts (1951 )p and by Worts and Thomasson (1951). B-59 BIBLIOGRAPHY Asterisks Indicate Source Materials For ilation of Geologic Map (Plates °JA S B, Anderson^ Fo Mo J0 Kno.wille Series in the (California Meso&oie M o Bulletin Geological Society America.. V©1.56-» PP° 909-1011*° 19l*5o ♦Anderson, Fo Mo arid Marti-., Bo "Temblor Basin and San Juan District 09 . California Academy Science Proceedings. Yolo h s PP° 15-112. #Arnold i) R„ and Anderson. 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L= "Geology of the Adelaida Quadrangle, California" , Lished Pho Do Thesis. California Institute of Technology* 1931° ♦Stewart, Ralph* "Geology of Reef Ridge - Coalinga District, California" * United States Geological Survey Professional Paper 2Q5=€° 19i*6„ ♦Taliaferro j) No Lo "Francis can~Knoxville Problem" * Bulletin American Association Petroleum Geologists * Volume 27 s PP° 109=219° 19h3&° Taliaferro, No Lo "Geologic History and Structure of the Central Coast Ranges of California" o California Department of Natural Resources, Division of Mines Bulletin 118, pp* 119=163° ♦Taliaferro 5 No Lo "Geology of Huasna Area"* California Department of Natural Resources, Division of Mines* Bulletin 118, pp* ljli3~Ui7° 19U3e° ♦Taliaferro, No Lo "Bradley<=San Miguel Districts California Department of Natural Resources, Division of Mines Bulletin 118, pp Ii56=4i62» 19li3d° ♦Taliaferro, No Lo "Cretaceous and Paleocene of Santa Lucia Range, California 8 Bulletin American Association Petroleum Geologist . Volume 28, pp Uh5° 521o 19hho Trask, Parker Do "Geology of the Point Sur Quadrangle, California"o University of California, Department of Geology* Science Bulletin 16, PPo 119 «l86o 1926o Upson, J, Eo "Late Pleistocene and Recent Changes of Sea Level Along the Coast of Santa Barbara County, California" * American Journal of Science* Volume 2U7* pp* 9h-21$° 19^9 ° B-63 #Upson„ Jo Eo and Worts, Go Fo, Jr 80 Ground Water in the Cuyama Valley,, California 1 ".. United States Geological Surrey Water Supply Paper 111G°B< 1951 . Weaker , Co Eor, et al° "Correlation ©f the Marine Cencsie Formations of Western North America 90 o Bulletin Geological Society Ameriea e Volume $f> 9 pp 585><='?86<> #Weid©raan, Bo "Geology of the King City Quadrangle 49 „ Unpublished PhoDo Thesis, University of California, Berkeley., la pr@gre§8 Wens el., L° K„ "Methods for Determining Permeability of Water-Bearing Materials m o United States Geological Survey Water Supply Paper 88? o 19hZo Woodring, Wo P» and Bramlett@ M° No ^Geology and Paleontology of the Santa Maria District" United States Geological Survey Professional Paper 222, o #Worts, Go F*. s Jso and Thoraasson^ Ho Go, Jr !11 Geology and Ground Water Resources of the Santa Maria Valley Area, California" <, United States Geological Survey Water Supply Paper iOOQo 1951° B- APPENDIX C RECORDS OF PRECIPITATION IN SAN LUIS OBISPO COUNTY AND VICINITY NOT PREVIOUSLY PUBLISHED TABLE OF CONTENTS PRECIPITATION RECORDS Table No<> Page C-I Mean s Maximum^ and Minimum Seasonal Precipitation at Stations in and Adjacent to San Luis Obispo County <,...... o..».. ...... C- 1 C-2 Records of Monthly Precipitation at Stations in and Adjacent to San Luis Obispo County not Previously Published • • . . o . . . . . . . . . . C- 13 Jackson and Reinhert Camp No. 5 ,» ■ ° ;. • • • • • C» 13 Partiquin Mine No. 2«oooo. <>*..«,. ...... C= 111 Arroyo Grande Canyon (Musick) . . . . . . . . . . . . . C~ 1$ Arroyo Grande No, 1 . . . . . ..... . . . . . . . . C- 17 Arroyo Grande No. 2 . ...... . , . ....... . C= 19 Arroyo Grande No. 3 .. o .. o ........... . G- 20 Atascadero Pump Station ...... .......... C- 21 Atascadero Nc. 2 ... . ... ........<,.. . . C- 21 xi V Xr=i=ci ooooo^oocoooooeoooooooooe \j^* C.C. AySjI^S lteitiK*!?. o«ooooooooooooooo O O f> O O \J' K=> C.J Branch Mountain Lookout „. ... .......... . C° 2k Bitter-water Pump Station ... . ........... . C° 2$ Cambria Coast Union High School .,.....»...♦ C- 26 Cambria Highway Maintenance Station .......... C=* 27 L*cliriO^IL3> OCooo©oooo9«ooooooaoo*oo \J° cO Lr wJTlp i. 3. X *3, iCL oof>90ooooooo oooooooo e o \j*= £y Carrizo Plain No. 1 . • « ............. . C= 30 Carrizo Plain No. 2 .................. C~ 31 Ckl Table No„ Page Carrizo Plain No< 3 « o ««•»••« » o C~ 32 Cerro Alto Mountain Lookout o <> <> <> o «, » » . • a . C» 33 Wll0jL3jr!& oo oooo°oo ooooooooooooooo '0" J)&X vJLS^ctSSSn itcLflG*!'! ©oooooooooo o o o o o o o o o 0° ^Jj Creston Pump Station „ „ „ . „ » „ „ <, . <> <, » C- 36 Dellaganna Ranch ooo ooo 00 oo ooo 00 oo C= 38 Doves canyon ooooooooooooooooo°ooo c^* J>y Edna (Stornetta) oo©oo 00000 oooo oooo G~ J4O Edna (Righetti No 1) e » <> o . » » <> <> <> <> . . . <> e C° Ul Edna (Righetti No „ 2) <. . » • ° »<. « «. <> .«.<>.<, <> C» 1|2 HjXTIS Tj rtS-Tii^ii o + o<>oooooo 0000000 00000 \j*** l|j5 Jj& U0J/O 00 O ©00 ooeo o»o » o o o 00 00 o • • W*™l^i| Jl/UI. ©K3. JrtcLilC.O. 0000000000000 00000000 0** *4^ vJ©]TSX> ilS.nOAl oooooooooooooooooooooo U** £j.O rlS^CTQ-S JJ^IQ.^© ooooooooooo«o ©oooooo* V" Z4.O il©3 J Xe^ 1 v> U3S itS.nCJll o°oooooooo» 00000000 00 ^j" JpU Hidden Valley Ranch <, 00( , o<,eoo„c 0( , 00 o„ C~ 51 Hi Mountain Lookout . » „ . o o <> <, » , . . . . « „ C«= 52 ITU.** 3 OSL o»oo»oo oooooooooooooooo ^ " .P „5 Jackson and Reinhert Camp No. 6 ... .0 .„..,. . C- $\\ Jackson and Reinhert Camp No, 8 . . „ „ e . „ . . . . C- 55 Jackson and Reinhert Gamp No 11 <> <, . <. . o , . . <, . C=- 56 Jackson and Reinhert Plant . » o „ » . . . . „ . . » C- 57 Jj& IcHlS«i> 0O0©OOO»° o O OOOCOOOWOOOO 0*" ^O C-ii Table No c Page «L&Xlili rtcilivj. i OOOOOOOO0»OO9OOO09«OOO O*" ^y McMillan Canyon • o <. « . . e « . . . . 8 . . „ „ C- 61 Morro Bay Highway Maintenance Station . « «, <, . . . . C= 62 1M1P ■j'XuO oa°oooooooooooooo©oo O O* 3 O^ Paso Robles (State Division of Forestry) » „ • . . . <> C- 65 Perrozi Ranch • o o » . o « . . = . , . . . • . C° 66 Petersen Ranch ocoooooooo.ooo°o°o. C~ 66 Pozo Guard Station O oooooo«.oooooe««oo C- 67 Poso Highway Maintenance Station = . • . . . . . . . » C- 67 Quenzer (Badloff) Ranch <> <, « » o » <> » » . » . » . C° 68 Runitz Ranch (El Pomar) » « <> . . . . . . . . • » » <, C° 6$> San Luis Obispo Tank Farm o 0000 o» o 00 .o C~ 71 O&Xl Jj 1-0=3 UDlSpO cooooOooooooooooooo y w { C. San Miguel (§, P, Milling Company) « « o „ . . » » . » C= 73 San Miguel (Wo Sinclair) » « ° , c <, <, • • ■ > . , C° 76 San Miguel (Go Parker) « e <> e o <>.<>• s e <.»<,<> . C~ 77 i oanija Margarita e»«ooo o •••«•,•• » o » oo o^ jo Santa Margarita (Tank Farm) <, . . . « ...... . C«= 80 Seven^X Ranch °o. o»oooo.ooeooeooo C<= ox onancion oooooooooooo.ooooooo.oo o* o^ Shandon Highway Maintenance Station o o * . o . . . « C~ 8I4. Shandon Pump Station oooooo»oc 00 oooo.o C~ 85 Simmler Highway Maintenance Station . • . . . . . . . C- 86 Soda Lake «,o.ooeooeoo»ooooo 00000 0"= j Soda Lake (East of) 00000000000000000 C«= 89 C°iii Table No„ Page OUGy Xl£inCll 0000O0Q000009900O0000 O 0*^ /^ ISITipX S"D0n oooooooooooooooooooooo U° y C. Truesdale Ranch ooooooooooooooo 00 oo C~ 9ii Upper Morro Creek o o o e « » o « o • • « * G- 97 Wnxti e nan en ooooooooo©o©ooooo oooo u*° yo Anne u li© ooooooooooooooooooooooo ^^ • • Permasse Ranch 0000000009*000000000 C-XOO C-iv F-< \r -a! :-• as g Q ( • M o t~ -=• 1 1 r- a i-: (O Oil t-< l-l pa u c 3 » g o ^ c_> i to to < X O w o M tO E- o w a. El a« M O «u 5 5 -J! H w c> -- | o iU u ;-, o -\ o o o (D w ft. BE g o 43 ho 5 43 '« -p = ■k o o a «j § rH # c a) 10 w •w j a i C •p -■! o •H B r; a o. to 1*^ rH i '— -; • {* p as CD ra. H-' (m ; p ' a •g o . C-' -o i. CI u „j a O ■ ! 4J r> o > B © o P o ffW t/3 CO 1 rH ■h • T3 j H o >> O s o ■•■: •■■ a i o a> o OS ,-! 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H O CV ON \f\ O O O, CV oooo O O f- CM 1 8 Q O "LA O O O o o CJ ri^O^CV IjO O too cv O © O ix v © \i : O O CV V\ o O o ^S O IA HI CM O IA O O CV. o OOOO O cv f^ f> o o\ cv XA'O f-COO\ r^ v?\ «*\ cy, (*\ -a- en ft ffi S| - 0 88S3fc 6 f u 'i ff'- -^ Csl WOQOU\ F- UN O V\ rn ft ft 0O CM ,;.H1 W\ .^X CM o o o o a O HO 3 On CO H a o«oQ4 o o o o D- 2 Estrelia Creek Near Estrelia 5 19$3-5k o ° «. o ° o D<= 3 Santa Rosa Creek at Cambria* 1952=53 ° » • ° » ° • ° D— U Santa Rosa Creek at Cambria, 1953=5ii • o » ■> . . » D- 5 Arroyo Grande Creek Below Santa Manuel a School , JLy j^^^^v oo«oo»o OOOOOOOOOO oo o \J K= ' O Arroyo Grande Creek Below Santa Manuel a School,, «oo=ocoo^o D-9 Salinas River Near Pozo O ooooooo 08 ooo. D~ 9 Salinas liver Above Pilitas Creek „ „ o <> o <, „ D- 9 Salinas River ApOve Confluence With Rinconada OlTO^lC oooogoooooqoooooooooc XJ Km y Salinas River at Calf Canyon Road Bridge Near Santa Margarita <> # • ° o <, » ° « » , o . <. » » D~ 9 Moreno Creek at Confluence With Salinas River » o D-> 9 Rinconada Creek at State Highway 178 « o <. . » . . » D= 9 Trent Creek at State Highway 178 O O O O O 9 Santa Margarita Cre©k. s , 0.2 Mile Below Confines©® 'With Trout Creek 000 ooooo°ooooo D=10 Salinas River Below Santa Margarita Creek o » « D<=10 Salinas River , 2o Q Miles Upstream From Eureka aJX^LCIE© oooo o o a o o o oooooooo JL/^JLM Salinas River at Eureka Bridge Near At as cad re » D=1Q Atascadero Creek at U<. So Highway ij66 e a «, o D«=10 Atascadero Creek Above Confluence With Salinas itXlT 3X°ooooooo OOOO OO ooooo iJ" 3 JkU Salinas River Below Atass&dero Creek » o „ ° „ D«IX Graves Creek at U. S. Highway 101 ooo 9 o 000 D°ll Paso Rofoles Creek at U . So Highway 101 » „ . <, D°ll Salinas River at Templet on County Bridge » » o o B<~11 Salinas River, jla<>0 Miles Downstream From Tempi eton County Bridge co 000 o co 0000 ooo D°ll Salinas River at Paso Robles o o <> <> <, o o D-ll Huerhuero Creek at County Bridge, lol Miles Northwest of Geneseo School o o ° » <> o o o o D<=11 San Marcos Creek at Oak Flat Road Bridge » ° » o ° D~12 Cholame Creek at County Bridge,, 1«,3 Miles North of State Highway lsloo o ooo o. o B^12 Cholame .Creek at State Highway Bridge at Pal© Prieto Canyon Road ao0 aooc 000 ooo D°12 Cholame Greek at Bridge on State Highway !*!„ 3 oil Miles Northwest of Shandon „ <> o <> <> D-12 Cholame Creek Above Confluence With Estrella VrfT'BSlC ooooooooooooo OOOOOOO U CL, Xfc San Juan Creek at State Highway 1*1 Bridge Near ShandOJS ooooooooooeocoooooo D^lfc D~ii D-2 Estrella Creek Below Confluence of Cholame and .San Juan Creeks oooooooooooooooo D-X2 Estrella Creek at 15-Mile Bridge on State Highway hi Near River Grove o o » « » e D-12 Estrella Creek at County Bridge s 0*6 Miias Southeast of Estrella ooooooooooooo D<=13 Estrella Creek , 1°1 Miles Above Confluence With OisXXricittS 1 XfclL V ®,L OOOOOOOOOOOOOOOO U <=, ciLj? Salinas River at San Miguel o ° o « o <> <, » » D-13 Salinas Mirer at San Luis Obispo-Monterey County 1 © ooooooooooooooooooooo JJ"* 3 JLj Nacimiento River at San Luis Obispo-Monterey County Lin© oooooooooooooooooo D-13 Nacimiento River s 2h r ol Miles Above Confluence With Salinas River 00 oooo<,oooooo° D-JL3 Nacimiento River s 9° 8 Miles Above Confluence With Salinas River „ « » o o <> o ° o ° „ D-13 Nacimiento River Near San Miguel „ „ <, o „ <, » „ D~li|. Nacimiento River Above Confluence With Salinas XfeX "'fcT ® JT ooooooooo oooooopooooo iJ^Xii San Antonio River at Pleyto Bridge e <> » „ o » » D-llj San Antonio River Above Confluence With Salinas rtiV' ©.i OOO OOOOOOOOOOOOOOOOOO JJ^JLiJ Salinas River at U« S, Highway 101 Bridge at irOT'clCLL©^ 000 000000 00000000000 i/^JLii Salinas River Near Bradley 0000 ooooo 000 o D-llj. Arroyo de la Cruz Near San Simeon <> » » » <> D-lli San Simeon Creek at County Bridge Below Palmer rJlcttaS 0000000000000000 00000 i-J^JLti San Simeon Creek at State Highway 1 „ o „ o » » „ <> D-15 Santa Rosa Creek at Cambria oo ooo o 0000 D-15 Old Creek at State Highway 1 Near Cayucos s <> D-15 D«--Iii Table No» D°2 Toro Creek Above State Highway i e „ „ „ „ » <. D°l5 Morro Creek at Sta'ce Highway looooooooooo D-15 Chorro Creek Near Morro Bay State Park ° <> <, <> o « D-15 San Luis Obispo Creek at San Luis Obispo o » « D°l6 San Luis Obispo Creek Near A^ila o » ° o o „ » o a D°16 Pismo Creek Near Tiber Railroad Siding „ » „ „ « o » D=l6 Lopez Canyon Creek 9 1<>7 Miles Above Confluence With iftrroyo Grande Creek <, » ° o o <= e D=l6 Arroyo Grande Creek , 0»7 Mile Above Confluence With Lopez Creek 00 ooo oo°°oo 00 o D=l6 Arroyo Grande Creek Above Confluence With Lopez Creek at County Bridge c o o « . <, <> . « <> D-=l6 Arroyo Grande Greek Below Santa Mamxela School <> » D=17 Arroyo Grande Creek at Orcutt Road <, „ o <> o <> « „ D-17 Arroyo Grande Greek at Branch School Road „ „ . c » D=17 Arroyo Grande Greek at Harris Bridge ° <, <, « » ° o D-17 Tar Springs Greek at County Bridge Above Confluence With Arroyo Grande Greek o » » D-17 Arroyo Grande Creek at Arroyo Grande « o o D~17 Arroyq Grande Creek at State Highway 1 Bridge „ , a D-18 Arroyo Grande Creek at Southern Pacific Railroad l5]TQ_QL£ © ooooooooooooooo OOO 00 l/°XO D^i v CJ to to l-l 1-1 O . n to a. 1-4 Z !=> < o 03 &. •< li. tr- E- O O B SB CK >- p-j rig to g o o 3 5" o EC o to o w to w ON I o ♦ 1 .;: ; o< ■ • (0 i o, e !

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O r-J CM CNJ- UNnO ^ CO ON O r-l CM CNjJ- l£NN£> f^cO ON O Township 27 South, Range 8 East, MoD B„&Mo ll-H-52 1.7 1-15-53 11*9 6=22=53 0o9 1-12-5U 2o2 11=30-52 lo8 1=26=53 52o5 7=28=53 1.2 1-19-51* l*o9 12- 1=52 Qoh 3- i*»53 llo 2 10=19=53 0o7 l-2ii=5i* 326 12= 5-52 3.1 3-20=53 36o8 11=10=53 2*0 2-13-51* 270 12= 7-52 2,97© 3-31-53 7.1* U-U-53 57o7 2-15-51* 52o3 12= 7-52 k?-6 lj-30-53 30.2 11=16=53 loll 3-23-51* 63.1 12=27=52 38.7 6= 1=53 5.3 11=23-53 lol| 9- 6=51* io5 l-li*-53 239 Old Creek at State Highway X s near Gayne©s 5 Northwest \ Section 3* Township 29 South., Rangle 10 East 5 M DoB &M ll=lli=52 o ? l-lli-53 79°7 i*-29-53 9«8 5-26=53 1.5 11=30=52 0.9 3- li-53 5.k l*-30-53 9c 3 6=22=53 o 6 12= 5-52 9.7 li- 27-53 98.8 Toro Creek above State Highway 1 at Pacific Gas and Electric Company gaging station, Southeast \ Section 11 <, Township 29 Souths Range 10 East, MoDoBo&M* 12-18=52 2.3 3-20=53 6 o l*-29-53 8.6 1=19-51* 1.7 1= 6-53 13.9 1*- 9-53 2o8 l*-30=53 7.7 l=2li=51* 60.U 1- 7-53 60 o 3 1*- 9=53 2.6 11=10=53 0=3 3-22=51* I80 7 1- 8=53 99.8 1*- 27=53 22ol* ll-lii-53 1.2 6=18=51* Ooi 3-11-53 3.2 1*=28=53 17o2 1=12=51* O08 Morro Greek at State Highway 1, Northwest \ Section 2$? Township 29 South* Range 10 East, MoDoBo&Me 12=18=52 li.3 1= 8=53 113.8 3-12-53 3.6 l*-28-53 25.9 1- 6=53 23.7 1-15-53 1*5.7 l*= 8=53 3.1 6= 1^=53 1.3 1- 7-53 65.9 Chorro Creek near Morro Bay State Park* Southeast J Section 31 , Township 29 South, Range 11 East, M.D0B0&M0 7-18=51* OoO TABLE D~2 {continued) RECORDS OF INTERMITTENS STRBAM FLOW MEASUREMENTS IN SAN LUIS OBISPO COUNTY AND VICINITY Discharge in Second-Feet Dis- g s Dis- 8 8 Dis- ? § Dis charge J^J^L^^J &harg© 8 Date g charge g San Luis Obispo Creek at San Luis Qb±spo s Northeast ^ Section 3ii s Township 30 Souths Ra&g® 1 2 Eas t , M °D .3 olM o 11-15-52 "06 .53 L-28-53 l*o0 6-18-53 ©»6 12° 1=52 3-2©-53 5.6 5-27-53 1-1 7-13-53 0=0 12-27=52 11 o 7 San Luis Obispo Greek near Aaftl&c, at 0. So Highway 101 Bridg© 5 Northwest ^ §e$tio» 33 » Township 32 South, Range 12* MoD.B.&M. 11-15-52 63.9 1-28-53 35.2 lj-28-53 Zi«9 1-29-53 0.1 12- 1-52 5oU 3-13-53 3»0 -28-53 3.3 9-10-53 0.1 12-27-52 28.7 1-20=53 2^.8 6-3,8-53 2.9 12-21-53 2.6 Pism© Creek near Tiber railread sidiag s at Division of Water Resources Staff. Se&thvest $ Section 6 e n Towns h5.p 32 South 5 Range 13 East, MoDoB.&M. i4= 7.51, 3„7 5=12-514 1.6 8-28-5U 0.5 Lopez Canyon Cre®]^ 1.7 miles above confluence with Arroy© Grand© Creek, South- west -4- Section 21, Towns alp 31 Souths Raisige Ik East, MoDoB.&Mo 11-29*52 5c3 3-3 • .3 6-29-53 it-5 9- 8-53 2.3 12- 9-52 12.7 5-29-5 U.5 7-2?-53 2.ii 2-2U-51* 9=5 1-22-53 lit. 9 Arroyo Grande Creek,-, 0.7 mile above confluessee with Lopes Creek $ Northeast \ Section 33 s Township 31 Souths Rajnge lh East, M°DoBoS£io 11-29-52 2.3 3-11-53' ko2 7-27-53 1.6 1-2^=51* 8.2 12- 9-52 Joii 5-29- 2.8 9- 8-53 l-i 2-2l*=51i 2.6 1-22-53 7o0 6-18-53 2.0 Arroy© Grande Creek above confluems® with Lope?, Creek., at county bridge. North- west \ Section 33* Township Ik Souths Range IJ4 East., McD.BoAM. 12- 1-52 1.3 3-11-53 2.7 - 8-53 0.3 1-26-51* 2.7 12- 5-$2 6.0 $-29- 1.0 1-19=51* 1-8 2-13-Sii 5.3 12- 6-52 3.8 6-18-53 0.5 l-2hr$k k*l 2-2JU-5U 3.8 12-30-52 li.3 7-27-53' 0.6 l-2U-51i !».? TABLE D-2 (continued) RECORDS OF INTERMITTENT STREAM FLOW MEASUREMENTS IN SAN LUIS OBISPO COUNTY AND VICINITY Discharge in Second-Feet 2 Bis- s 2 Dis- i % Dis- 2 charge 2 Date g charge t Date % c harg e.. Arroyo Grande Creek below Santa Manuela School at Division of Water Resources gaging station. Northwest £ Section 32* Township 31 South* Range 14 East* M.D.B.&M. 12- 2-52 2.8 12-30-52 41.7 5-29-53 0„0 3-16-54 4»4 12- 8-52 4o7 1-20-53 15*0 6-18-53 0.0 3-22-54 8.0 12- 9-52 0.4 1-22-53 10.8 7-27-53 0.0 3-30-54 99.3 12-27-52 1.6 3-11-53 1.8 2-15-54 5.2 7-18-54 0,0 12-30-52 6„0 5-25-53 0,1 2*2k-Sk 3*5 Arroyo Grande Creek at Orcutt Road^ Northeast 5 Section 1, Township 32 South* Range 13 East* M.D.B.&Mo 11-24-52 6.0 12- 5-52 7.5 3-H-53 14.8 7-27-53 6.7 11-29-52 9.5 12- 9-52 9.3 5-29-53 10.8 9- 8-53 3.2 12- 1-52 6.7 IS.3O-.52 29.0 6-18-53 7.5 2-24-54 12.8 12- 1-52 6.2 1-22-53 25<>4 Arroyo Grande Creek at Bran oh School Road* Southwest £ Section 12* Township 32 South* Range 13 East* M.D.B.&Mo 11-29-52 8.8 12-30-52 29c6 6-3^-53 12- 1-52 8.2 1-22-53 26.8 7-27-53 12- 5-52 9.8 3-11-53 14o7 9- 8-53 12- 9-52 10.2 5-29-53 7.9 1-19-54 5.6 1-24-54 6.6 5.9 1-26-54 12.0 3.8 2-24-54 13.2 7o6 Arroyo Grande Creek at Harris Bridge* Southeast 5 Section 14* Township 32 South* Range 13 East* M.D.B.&Mo 11-29-52 9.7 1-22-53 26.6 5-29-53 7.5 7-27-53 6.4 12- 9-52 11.7 3-11-53 14.9 6-18-53 7.5 9- 8-53 1.2 12- 1-52 1.2 12-30-52 64.9 12- 8-52 6.4 5-29-53 0.5 Tar Springs Creek at county bridge above confluence with Arroyo Grande Creek* Northeast £ Section 23* Township 32 South* Range 13 East* M.D.B.&M. 6-18-53 0.4 7-27-53 0.3 Arroyo Grande Creek at Arroyo Grande* at U.S„G„S. gaging station* Southeast £ Section 22* Township 32* South* Range 13 East* M.D.B.&M. 11-15-52 18.2 12- 9-52 14.1 5-29-53 9.3 9- 8-53 0.7 11-28-52 10.5 1-22-53 28.it. 6-18-53 5.8 2-2k"$k 17.7 12- 8-52 17.6 3-H-53 16.8 7-27-53 2.4 3-16-54 21.8 D TABLE D-2 ^continued) RECORDS OF INTERMITTENT STREAM FLOW MEASUREMENTS IN SAN LUIS OBISPO COUNTY AND VICINITY Discharge in Second-Feet © Grand® Creek at State Highway 1 bridge , South 5 Rnage 13 Bast, MoDoBoSJ!. Northwest •£ Section 33, Township >8~52 1-52 12- 9=52 11.9 3-11=53 11.? 12-30-52 77. Ii 5=29-53 So 3 1-22=53 28 7 6-13=53 3.6 7-27=53 ■»-i 1-26-51* Arroyo Grands Creek at Southern Pacific Railroad bridge. Southwest % Section 32; Township 32 South, Rarage 13 East, MoD.Bo&M. 12= 9=52 1=22=53 3=11=53 JO, 2 2ijol 11.3 5-29=53 6=18=53 7-27-53 5.7 2»9 0.0 2-13-51* 2-15-51* 12o? lli.li 2-2U=51* 7-18=51* 13.0 • APPENDIX E RECORDS OF DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN SAN LUIS OBISPO COUNTY AND ¥ICJNITY TABLE OF CONTENTS RECORDS OF DEPTHS TO (SOUND WATER AT MEASUREMENT WELLS II SAN LUIS OBISPO COUNTY AND VICINITY Table No. Page E-l Depths to around Water at Measurement Wells in Upper Salinas Hydrologic Unit . . . „ . . v i E-2 Depths to Ground Water at Measurement Wells in Coastal Hydrologic Unit . . . . . . . . . E ^<- E-3 Depths to Ground Water at Measurement Wells in Carrizo Plain Hydrologic Unit . . . . . . . . E „ 99 hv rtfl tt Q 6l i S , liSted /° this a PP endix «« numbered by the system utilized by -che U. So Geological Surrey . An explanation of the numbering system is given on page 56 of Chapter II. & " Reference point a] >ns given to the nearest foot haw been estimated from U. S. Geological Survey topographic maps or from barometric leveling. Reference point elevations given to the nearest 0.1 foot have been established by field surveys. Measurements i - i by symbol "P" : indi-ate well measured while pumping. APPENDIX E TABLE E-l DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 2 3S/llE=30Ql— Reference point—top of casing,, elevation 6I4O feeto Sarah Canyon 0.8 mile upstream from confluence with Salinas River . Wunpost Quad. 3/2/5U, lOlj.Oj 11/30/51*, IC^oOo 23S/I1E-30Q 2— Reference point— top of casing,, elevation 6IiO feeto Sarah Canyon O08 mile upstream from confluence with Salinas River. Wunpost Quado 3/2/5i* s 90oQ| 21/30/5U, 8I0O0 23S/l2E~25Hl— Reference point— crack between pipe and cover , elevation 1,1;60 feeto Portuguese Canyon 60O miles above Vineyard School. Stockdale Mountain Quado 7/20/51*, lWi«,0$ 12/1/51*, 138olo 23S/I2E=29N1— Reference point— crack between pump and concrete base, elevation 990 feeto 11 oO miles up Indian Valley from Salinas River Bridge at San Miguel and 0»3 mile west of roado Valleton Quad. l*/8/53, 12? o 0j 12/2/53, 137»5 Ps 3/22/51*, 13l*o0| II/30/5I4, 13O080 23S/12E-29N2— Reference point— top of casing, elevation 990 feet, 11.0 miles up Indian Valley from Salinas River Bridge at San Miguel and 0.3 mile west of roado Valleton Quado l*/8/53, ll*l*o9j 12/2/53, 11*8. 0| 3/22/51*, ll42o2o 23S/12E-29PI— Reference point— top of casing, elevation 970 feet. 11.0 miles up Indian Valley from Salinas River Bridge at San Miguel and 0.2 mile west of roado Valleton Quado 7/16/51** 92.1.? 7/25/5U, 92.6j 11/30/51*, 92o5° 23S/12E=32D1— Reference point— top of casing, elevation 91*5 feeto 10.5 miles up Indian Valley from Salinas River Bridge at San Miguel and 0.3 mile west of road. Valleton Quado 7/16/51*, 77 063 11/30/51*, 77o0„ 23S/ll*E-26Ll°~ Reference point— top of casing, elevation 1,520 feet. 0.38 mile south of Parkfield, north of road junction. Parkfield Quado 7/15/51*. ko0$ 11/30/51*, O0O0 23S/lliE»35Fl='"Ref erence point— hole in pump base, elevation 1,1*90 feet. 0.9 mile due south of Parkfield. Parkfield Quado 7/15/51*, 5l°0f H/30/51*, 1*2. o 2liS/lOE-9Al--Reference point— top of casing, elevation 700 feet. 2.9 miles west and 0.7 mile south of intersection of Hames Valley Road and Highway 101. Tierra Redonda Mountain Quad. 7/27/51*, II160Q0 SJjS/lGE-HCl— Reference point=-top of casing, elevation 620 feet. 1.1* miles west and 0.8 mile south of intersection of Hames Valley Road and Highway 101. Bradley Quado 2/25/51*, 55« 3$ 11/30/51*, 58.?o E=l TABLE E~i (©©ntirwed) DEPTHS TC GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS RTDROLOGIC UNIT (Depths to water- in feet measured from reference point) 24S/1QE-13B1— Reference point.- -top of casing, elevation 61,8 feet* 1.7 miles south and 0o2 mile west of intersection of Hames Valley Road and Highway 101, Bradley Quad o 2/25/5U- " v ••■>*■, H/30/51*, 57o2 2ijS/lOE»13Pl"-Referenc@ point—hole under pyjnp s elevation 668 feet. 2.6 miles south and O.lj mile west of intersection of Hames Valley Road and Highway 101 o Bradley Quad, 2/25/51*, 123.6j 13./3Q/51*, 121 ,7. 2l|S/llE-6Al —Reference point— =top of casing, elevation 580 feet, 1,0 mile east and 0.1 mile north of intersection of Hames Valley Road and Highway 101. Wunpost Quad. 11/30/51** 72o6„ 2i*S/llE~23Nl-='=Ref erence point—hole in pump base, elevation 557 = 5 feet, Camp Roberts, 0.1* mile west and (XI mile south of south bridge abutment of Southern Pacific Railroad „ Bradley Quad, 12/2/53, 23. 2| 1/23/51*, 19o8$ 3/15/51*, 23c 3c 2l*S/ilE~23N2~«Ref erence point—hole in pump., elevation 558 feet* Camp Roberts, 0.1*1* mile west and 0.1 mile south of the south bridge abutment of Southern Pacific Railroad. Bradley Quad, 12/2/53, 15» Q 3 3/15/51- ll*«l| 11/23/5U, 1U.5« 2itS/llE<=25Nl" -Reference point—plug in concrete base, elevation 601*. 5 feet. Camp Roberts, 0.5 mile east and C.9 mile south of south bridge abutment of Southern Pacific Railroad Bradley Qnad. 12/3/53, 37.6s 3/15/51*, U3o3- 2l*S/llE~26Nl —Reference point—hole in pump base 5 elevation $$9 .5 feet. Camp Roberts, 1.1 miles south and 0.5 mile west of south bridge abutment of Southern Pacific Railroad. Bradley Quad. 12/2/53, 26.5,? 3/15/51*, 20. 9j 11/23/51*, 22o8o 2l*S/llE-26Ql— Reference point— hole in pump base, elevation 595°$ feet. Camp Roberts, 1.2 miles southeasterly along Southern Pacific Railroad from south bridge abutment of Southern Pacific Railroad and 1*00 feet west of Highway 101. San Miguel Quad. 12/2/53, 55. 7 1 3/15/51*, 53*5$ 11/23/5U, 9x»$, 2l*S/lIE<=33Rl~~Ref erence point—pipe in concrete, elevation 565 feet. Camp Roberts^, 1.9 miles south and 1.7 miles west of south bridge abutment of Southern Pacific Railroad. Bradley Quad. 12/2/53, 35-2? 3/15/51*, 31. 85 11/23/51*, 32.0. 2l*S/llE-3i*Al<==Ref erence point—hole in pump base, elevation 560 feet. Camp Roberts, 1.1 miles south and 0.6 mile west of south bridge abutment of Southern Pacific Railroad. Bradley Quad. 12/2/53, 21*. 9| 3/15/51*, 21*. 8, TABLE E=l (eontiraied) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 2 ljS/llE~3i4Fl— Reference point— hole in pump base, elevation 575 feeto Camp Roberts , 1„6 miles south and 1=1 miles west of south bridge abutment of Southern Pacific Railroado Bradley Quado 12/3/53, 3U.5| 3/lS/$h 9 29oO„ 2ljS/llE-3ljGl— Reference point—hole in base, elevation Slh feeto Camp Roberts, 1«6 miles south and loO mile west of south bridge abutment of Southern Pacific Railroado Bradley Quado 12/2-/53 s 2>k°9l 3/l$/$k 9 29*5j 11/23M, 28.7- 2ljS/'llE°3ii«Jl'="='Ref erence point—end of discharge pipe, elevation 575 feeto Camp Roberts, 1„8 miles south and 0=7 mile west of south bridge abutment of Southern Pacific Railroado Bradley Quado 12/2/53, l*0„ls 3/l5/5k, 35°8j 11/23/51. 3l*oGo 2iiS/UE°3)4Kl-°Ref erence point—hole in pump base, elevation 596 feeto Camp Roberts, 1 9 miles south and Id miles west of south bridge abutment of Southern Pacific Railroado Bradley Quado 12/2/53 , 53°2j 3/15/51*$ h2 8j 11/23/5U, 5lo2o 2hS/llE-=3iiPl'= -Reference point— plug in base, elevation 600 feet* Camp Roberts, 2o0 miles south and lo3 miles west of south bridge abutment of Southern Pacific Railroado Bradley Quado 3/15/5 li.* 53°6j 11/23/51** 50o8 2ljS/llE~35Dl—Eef erence point— plug in pump base, elevation 5?2 1 feet. Camp Roberts, 1»3 miles south and Q<>3 mile west of south bridge abutment of Southern Pacific Railroado Bradley Quad,, 12/2/53, U0o2j 3/lS/Sl, k0,2s 11/23/5U* 3li»0o 214S/11E-35E1— Reference point—hole at air line, elevation 575 feeto Camp Roberts, Io5 miles south and Q„5 mile west of south bridge abutment of Southern Pacific Railroado Bradley Quado 12/3/53, 37-Oj 3/15/5U, 33°5j 11/23/5U, 33»6o 2iiS/llE"35'Jl" c =fief erence point—top of concrete under metal plate, elevation 6l7o8 feeto Camp Roberts in front of Headquarters Building at main gate« San Miguel Quado 12/2/53, 65. 2| 3/15/5 k, 6Uo8| 11/23/51, 63*2, 2l4S/llE~36Rl— Reference point— top of casing, elevation 590 f eet JO Camp Roberts, 1^000 feet north of crossing of Southern Pacific Railroad and county line, San Miguel Quado 8/2/5 li, 20„5$ 8/16/5 li, 20„5| 11/23/5U, 20o7° 2US/12E-5N1 —Reference point<=— crack between cap and casing, elevation 882 feeto $ok miles north along Indian Valley Road from county line and 1 S 1|00 feet west across creek from roado San Miguel Quado 7/16/5 li, l»3°2j H/30/5^ h3c9o E=3 LE E=i (< DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 2l*S/l2E=13Hl- -Reference point-- hole in pump base,, elevation 1,256 feet a 6.8 miles northeasterly along Vineyard Canyon Road from Indian Valley Road and 1,1*00 feet north of road. Ranchito Canyon Quad. 3/22/51*, 189.^ 11/30/51*, l89c5o 2l*S/l2E~17Ll— Refer ?oint— -hole in pump base, elevation 790 feet. Approximately 3- miles north of county line along Indian Valley Road to Y in road and Q„7 mile north along farm r&ad on west side of creek. San Miguel Quad, U/8/53, 160 ? (owner); 11/25/53- 123 (owner ); 3 / 22/5U< ( 57 -9 j 11/30/51*, SO .To 2l*S/l2E=17Nl~°Ref erence point~=top of casing, elevation 770 fee to Approximately 3 miles north of county line to Y in road and 0.3 mile along farm road, [*00 feet southeast of windmill San Miguel Quad, i*/8/53, 17.1*3 11/25/53, 18, 3 1 3/22/51*, I8.1*j 11/30/51*, 19 2l*S/l2E-l8Bl"»Ref erence point—hole in metal cover over casing, elevation 995 feet. 7ol miles up Indian Valley Road from Vineyard Canyon Road 5 0„8 mile west across creek. San Miguel Quado 7/16/51*, 109 g 11/30/51*, 133.5 P° 2ljS/l2E~23Gl«=~Ref erence point~-crack in wood blocks under windmill, elevation 1,160 feet. k°9 miles northeasterly along Vineyard Canyon Road from Indian Valley Road, on left side of road. San Miguel Quad. 3/22/51*, 112. 7j 1 o h /t\. in o 2liS/12E-33Hl=«Ref erence point— top of casing, elevation 837 feet. 0.7 mile north along Vineyard Canyon Road from county line and 200 feet west of road. San Miguel Quado 9 A/5 3, 28o5 P? 10/19/53, 3Q»7 P* 11/25/53, 2.5. 85 3/22/51*, 13 .8.; 12/1/5U 5 16. ?o 2i*S/l3E°l*Hl— =Re.f erence point— top of casing, elevation 1,595 feet. Approximately 8.7 miles northeasterly along Vineyard Canyon Road from county line. Ranchito Canyon Quad. 7/21/51*, 112o3c 2ljS/l3E~2l*Nl>=-Ref erence point—top of casing;, elevation 1,535 feeto 3-2 miles northeasterly along Ranchito Canyon Road from county line and 0.7 mile east of road. Ranchito Canyon Quad. 7/20/51*, 83.7$ 12/1/51*, 83 P. 2i*S/l3E=26RX— -- Reference point==crack in over, elevation 1,1*10 feet. 1.1* miles northeasterly along Hog Canyon Road from county line, across road from Ellis School, Ranchito Canyon Quad. 10/26/53, 52. 5 J 3/22/51*, .51 083 12/1/51*, 52elo E=Z TABLE ;ontinued) DEPTHS TO CmOUMD WATER AT MEASUREMENT WELLS IN UPPER 3AL1IAS HTBROLOGXC UNIT spths to water in feet measured from reference point) 24s/'l3E-33Pl = ' = Rsf ! sr | &nce point—top of wire screen., elevation 1,220 feet. 1,200 feet northeasterly along R&nchito Canyon road from county line and 800 feet east of road. Ranch! to Canyon Quad. 3/12/54, 72. 0j 12/l/54, 72.7. 24S/15E-17F2- -Reference point— top of casing, elevation 1,345 feet. 3.9 miles south of Parkfleld along Parkfield Road, 200 feet west of road. Cholame Hills Quad. 7/28/53, 8l.4j 12/i/53, 79° 5l 11/30/5^ 89.2. 24s/l5E-27Ll— Reference point— top of casing, elevation 1,212 feet. 1.3 miles north along Parkfield Road from county line, 0.5 mile northeast along dirt road, 0.3 mile east of road. Cholame Ranch Quad. 7/28/53, 55<>8| 12/1/53, 47.5] 3/12/5^ 38.31 H/30/5^, 660J4. 2US/15E-33C1— Reference point— top of casing, elevation 1,253 feet. 2.0 miles northwesterly along Parkfield Road from county line, 400 feet south on dirt road, on west side of road. Cholame Ranch Quad. 7/28/53, 14.9 n/30/ 5^, 17=2 11/29/56, 20.5 12/ 1/53, 18.3 11/ 7/55* 19.5 11/29/56, 20.9 3/12/54, 17.7 25S/11E-1A1— Reference point -under cap on pipe, elevation 6o4.9 feet. Camp Roberts, 800 feet south of crossing point of county line and Southern Pacific Railroad.. San Miguel Quad. 12/2/53, 24. 9; 3/15/54, 30*5; H/23/54, 41.0. 25S/11E-5E1— Reference point— top of easing, elevation 665 feet. Camp Roberts , 1.6 miles west and 400 feet north of U.SoGoS. stream gaging station on east bank of Kacimiento River. Bradley Quad. 12/3/53, 92. 9l 3/15/54, 92. 5* 2 5S/11E-13G1— Reference point —top of casing, elevation 775 feet. 2.6 miles south along road from Camp Roberts cantonment area and 1.0 mile west of Military Reservation boundary line. San Miguel Qaad. 12/3/53, 136. 5 I 3/15M, 137.7] 11/23/54, l4o.9o 2 5S/1US-24F1« -Reference point— hole beneath discharge pipe, elevation 83C feet. 3.7 miles south along road from Camp Roberts cantonment area and 600 feet east of road. Paso Robles Quad. 3/ -754, 190 (owner). 2 5S/11E-35G1- -Reference point— hole in tin at pump base, elevation 880 feet. 2.C miles northerly along Generals Roai from its junction with San Miguel Road and 0.9 mile east of Generals Road. Adelaide Quad. IO/6/53, 32.5; 3/25M, 32.0; II./21/54, 33o0. B-5 TABLE '" i sontimu DEPTHS TO fflODID WAMS AT MEASURSJENX' WEL1LS 1H UFPHR SAMBAS E ^: J (Depths to water in feet measured from ■ ! . ■ . ice point) 25S/11E--36K point- h pMi on 838 feet. 3.8 miles southwesterly along San Miguel load from U.So Highway 101 and 0.8 mile north of road. P^sc Koblee Qtmi. )j 3/25/5^, 31 As n/21/54, 32 o 25S/l2E=lPl —Reference point' ■=c2 , ack around suction pipe, elevation 982 feet. 2.2 miles north on lower Canyon road, from its Junction with lanchit© Canyon road. Sam Miguel Quad. f/2D/5k, 58; 1 jk p c >8o6o 25S/l2E"l6Dl=«=B ice p I e in side of pump base, elevation 605 feet at San Miguel Sewage sal Plant , 0.2 mile north of town and 600 feet east of Southern Pacific Railroad. San Miguel Quad. f/lk/$k, 41.0$ 11/19/ '5^ 32.2. 2 5S/l2E~l6K2- -Reference poji : le in north s f concrete base, elevation 715 feet. 0.6 mile east across Salinas River from U.S. Highway 101 and 2.7 miles south of county line,-, between PG and E substations. San Miguel Quad. 7/15/54, 132 .0j 8/l6/54, 126.00 2 5S/l2E=l6Hl~ -Reference point==air gag®, el 1 n 620 feet. In San Miguel, on north side of 12th SI 60C fe ; ' Southern Pacific Railroad. San Miguel Quad, 7/14/54, 65, 1.0 (owner). 2 5S/12E-1YJ1- -Reference point— air line hole in pump base., elevation 64u feet. In San Miguel , on wesi of alley, between 13th and 14th Streets, and feet west of Southern Pa ailroad. San Miguel Quad. 7/14/54 12 o 7 1 II/19/34, 5^.0 (owi 25S/l2E=17Rl-=Reference point—hole in ta*e of pump, elevation 640 feet. In San Miguel,, east side of alley between 12th and 13th S1 , and 400 feet west of S« I -n Pacific Ra L. San Miguel Quad. 54, 63.8;, 11/19/54, 53 o 8 (ownea 25S/12E-19B1-- rence point—hole saear pip 82? feet. 600 feet north and -1.1 miles west of San Miguel Mission. Paso I Quad. 11/8/ 53, 215.9 P? 3/25/54, 210. 6$ 11/19/5*1 ' ! .2. 25S/l2E-20Al-»Referene'= point«==top of casing, elevation 600 feet. South of town of San Miguel,, 80© .. ^ast of San Miguel Mission. Paso Robles Quad. 6/24/53; 16.2; 7/27/53, - . 8/31/53, l8.0| 3/2 15«2$ 11/19/5^ 17-6. =6 TABLE E=l (continued) DEPT.HS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 25S/12E-21L1— -Reference point—top of casing, elevation 652 feeto 71*0 feet north and 900 feet west of junction of East River Road and San Miguel- Estrella roado Paso Robles Quad* h/ 2/53, l°o8 P h/ 6/51*, 10o2 7/31/5U, 20.5 P li/27/53, !9o6 P 5/IO/5I*, 19° 2 P 1/ ii/55, l5o2 $/25/$3 s 19»9 5/31/51*, 19 P 2/ 1/55, 13<>0 6/23/53, 19*5 P 6/29/5U, 21 P 3/ 7/55, U.li 25S/l2E»2i|Fl— Reference point—top of casing., elevation ,899 feeto 0o3 mile south and 0»it mile east of the northwest corner of section., 200 feet before the end of the dirt roado Paso Robles Quad 9/10/53, 21? »9| 11/25/ 53, 218.63 3/25M, 219. 5 11/30/5!*, 222 060 25S/12E-25G1— Ref erence point— top of casing, elevation 750 feeto O.lj mile south and 0„2 mile west of the northeast corner of section, 700 feet north of fork in roado Paso Robles Quad, 7/20/51*, 32o5j 11/3 0/51* 5 3i°3<> 25S/l2E<=26Dl-°Ref erence point,— crack in pump, elevation 711* feet. 100 feet west of road, 0o2 mile south and 1*00 feet east of northwest corner of section o Paso Robles Quado 6/29/53, 62 o P 12/30/51*, U5.0 3/ 7/55, 32 2 3/25/51*, 31o9 1/ h/S$, l*7o8 11/16/55, 68„8 7/31/51*, 6ac0 P 2/ 1/55, i*lo U/29/55, 57<>2 25S /I2E~26K1— Ref erence point- --top of casing, elevation 71*9 feeto 0»2 mile north and 0.3 mile west of the southeast corner of section Paso Robles Quadc 3/16/53, 70.5 2/ k/$k s 73oO 11/30/51*, 87<>9 6/2 V53, 77 c 2 3/25/51*, 71° 7 1/ l*/55, 72o2 7/27/53, 121c 6 P 5/10/51*, 9i*o3 2/ 1/55, 83 8/31/53, 99 5 5/31/51*, 123 P 3/ 7/55, 82o2 1/25/53, 77.8 11/ iM, 10a,5 11/16/55, 109 5 25S/l2E°26Ml=-Ref erence point— air gage, elevation 681* feeto At the transformer station, Q*$ mile south and 1*80 feet east of the northwest corner of section Paso Robles Quad 6/2l*/53, 92o0j 6/ 2I+/53 9 115°0 Pj 7/27/53, 90 o 0| 3/25/51*, I8o0 ? 11/30/51*, 20o8o 25S/12E-28ML" -Reference point— top of casing, elevation 651* feet. 1,920 feet east and 1*00 feet north of junction of Highway 101 and San Miguel Road Paso Robles Quad, lx/2/53, 6 £°9l 11/25/53, 72o5| 3/25/51*, 50o2| 11/21/51*, 75*0, 25S/12E~28NX~-Ref erence point— top of boxing around pit, elevation 639 feeto 210 feet east of junction of Highway 101 and San Miguel Roado Paso Robles Quad, li/2/53, 13o0 S 11/25/53, 18o5s 3/25/5I*, 11.5o E=? TABLE 1=1 (continv DEPTHS I -. AT HE/ WELLS IN UPPER SAMBAS H HIT s to watft;/* irr feet measured from ence point) 25S/l2E=28N2-=Refi point--hole on east side of pump base, elevation 654 feet. .? h and 1,030 feet east of junction ef U.S. Highway 101 and San Miguel Read.. Paso Robins Quad, j/jk, 6k „5 P. 25S/12E-32A1- point—top of pipe., elevation 700 feet. 0.3 mile south of junction of U.S. Highway 101 and Sari Miguel Road, 200 feet west of high- way- Paso Robles Quad. 10/ 2/53, 136.0 P >/54, 86o4 3/ 7/55, 58.3 2/ 4/54, 57»3 1/ 65=0 11/ 6/55, 109.1 3/25/5^ 54.2 2/ II/29/56, 96.O 2 5S/l2E-33Ql— Reference point, -top of casing, elevation 630 feet. 800 feet east of Salinas River and 0.7 mile n least of int-€ . in of U.S. Highway 01 at Wellsona. Paso Robles Quad. 9/10/53, 19.7 Pj 11/25/ 53, 5»3; 3/25/54, 0.6; 11/20/54, 6.3. 25S/12E renee point—top sing, 'eet. 3.3 miles from San Miguel on r ~ .rlghway in river bed. Paso I Quad. 7 >4, l6„6 25S/13E-8 - p «t 3 ;-. to 1.8 miles south on Ranch! nyon r - m ' line, eas . Ranchito on Quad. 3/ , 36. ' 'V, V" . 25S/13E-11] le in w Ion 1,220 feet. 6.i- miles up Hog Canyon ! a. Ranch: L. 10/26/ 53, 67. 3p 3/i 66.7; 6 .6 P. 25S/l3JS~19Cl-=-leference point--:' , pump has :, ion 908 feet. 4.4 miles north of Estrella along Parkfii 1 .ad. Estrella Quad. 8/17/ !88 P; " ' 60. 2 5SA3E=19Ri= -Reference p =top of casing, ■ ion 921 feet. 1.8 miles north along Parkfii . School it west of road.. I, La Quad. i 12/2/ 53, 173 • 3 *, 173° 7; 11/30/54, 177.6, 25S/13E-20P1— Ref erenc - p of easing, elevation 913 b. 1.8 miles northerly along Parkfield Road from PI it valley School and 0.5 mile east on Parkfield Road, % t north 1 1 - , Estrella Quad. 9/10/53* 81.5; 3/25/54, 83 .0: 11/30/54* 82.4. 25S/13E-2C.".,. >ence point— top of casing, elevation I . 1.8 miles northerly along Pi Road from Pleasant fa* sy S< ol and 0.5 mile east on Pa, ad. Estrella Quad. 9/10/ 53 , 67.7. TABLE E~l (c DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 25S/l3E-2IEl="Reference point—top of casing, elevation 1,010 feet. 1.8 miles northerly,ihm 1.7 miles easterly along Parkfield Road from Pleasant Valley Schools 0.3 mile northwesterly along dirt roado Estrella Quad. 7/28/51*, 13l*i'll/30/5i* 5 I63o8 25S/l3E«=22Ml»-Reference point— hole in top of wooden platform, elevation 965 feete 3°$ miles northerly along Hog Canyon Road from Estrella Creek and 300 feet south of roadc Estrella Quad. 9/10/53, 67.3 Pj 10/26/53, 50.1| 12/2/53, 1*8. 8| 3/25/51*, 1*2.0$ 11/30/5U, 51.5. 25S/13E-32E1— Reference point— top ef casing, elevation 800 feet. 0.7 mile northerly along Hog Canyon Road from Estrella Creek and 800 feet west of road, Estrella Quad. 10/26/52, 65.0$ 3/22/51*, 65.1j 11/30/51*, 65o6. 25S/ll*E«=33Ql— Reference point— top of casing under pump ? elevation 1,230 feet. 3o9 miles north on Pine Canyon Road from its junction with Highways 1*66 and 1*1, just south of Hillman Ranch. Shandon Quado 10/26/53, 21*3 o0 25S/l5E-]J.Cl="=Referenee point=-top of casing, elevation 1,160 feet. 1.1*5 miles south on Parkfield Road from county line and 0.2 mile west of road. Cholame Ranch Quad. 7/28/53, 17-6| 12/1/53, 11* • 3.^ 11/30/51*, 17°9° 2 5s/.l5E-llC2 —Reference point— top of casing, elevation 1,165 feet. 1.1*5 miles south on Parkfield Road from county line and 0.2 mile west of road. Cholame Ranch Quad. 7/28/53, 27. 8j 3/12/51*, 13.5s 11/30/51*, 33.5 P« 25S/l5E=13Bl-=Reference point==top of planking, elevation 1,11*0 feet. 2.1 miles north on Parkfield Road from State Highway 1*1, 500 feet west of road. Cholame Ranch Quad. 3/27/53, 7.1* 3/12/51*, 6.8 11/17/55, 9°h 7/ll*/53, 9-1 11/30/51*, 9.0 11/29/56, 8.2 12/ 1/53, 7.7 25S/i5E=23Jl=-Reference point—top of casing, elevation 1,625 feet. 800 feet north and 2.1 miles west of junction of Parkfield Road and State Highway 1*1. Cholame Quad. 3/27/51*, 1*0.0. 25S/l6E-17Ll— Reference point—top of casing, elevation 1,165 feet. 1.1 miles northeast on State Highway 1*1 from junction with U.S. Highway 1*66, 0.1* mile north on dirt road, 300 feet west of road. Cholame Ranch Quad. 7/1 V53, 1*0.9 P 12/ 1/53, 35.2 11/30/5!*, 1*1.0 8/19/53, 1*0.7 P 3/12/51*, 36.3 11/17/55, 1*9.6 E-9 TABLE E=l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN OTPER SALINAS KYDROLOGIC UNIT (Depths to water in feet measured from reference point) 25S/16E~30Ii-=Reference point-=~top of casing , elevation lj 195 "feet i i mile south along State Highway 41 from, junction with U.S. 'Highway 466 s just no. I Cholame School. Choline (had, 7/30/53 « 40.9; 12/1/54 , 42.3,° 3/23/54, 41, . 41oS„ 25S/l6E=30Ml~~Referenee p hole at ground surface on west side of casing 3 elevation 1,218 feet,' 1 mile south along Stats Highway 41 from junction with U.S, Highway 466 , 600 feet west of highway « Cholame Quad, 7/30/53, 137 P; 12/1/53, 92.0s 3/23/54$ 88.5s 11/30/54, 89o2o 25S/16B=30M2— Refererfce point—top of easing, elevation 1,208 feet, 1 mile south along State Highway 41 from junction with U S Highway 466 , 200 feet west of highway „ Cholame Quad, y/30/53 9 &i°Q| 12/1/53, 62.5. 25S/16E-31E1— Reference point —top of easing, election 1,160 feet. 2.4 miles south along State Highway 41 from junction with U.S. Highway 466, '0.7 mile east on'Prieto Canyon Road, 400 feet north of road. Cholame Quad, 7/30/53, 46.0s 12/1/53, 45c6 5 3/23/54, 45.0,- 11/30/54, 45,0, 26S/llE-lMl=«=Reference point—hole in pump base., elevation 820 feet, 3 9 miles southwest along San Miguel Road from junction of San Miguel Road 'and Highway 101, e 2 mile north of road, Paso Robles Quad, 10/8/53, 39.0. 26S/12EU-1L1— Reference point— pipe in base, elevation 845 feet Id miles southwest of Estrella, 5 mile north and 2 mile west of southeast corner of section, Paso Robles Quad, 8/17/55, 202,0 P, 26S/12E-2J1— Reference point— top of casing, elevation 795 feet. 3.0 miles east along road from Wellsona, southwest -of junction, Paso Robles Quad, '54* 119.5s 11/30/54, I2O0O3 8/16/55, 125.4. 26S/12E=2R1— Reference point —top of easing 5 elevation 780 feet, 3.0 miles east on- road from Wellsona, 0,5 mile south on road to Paso Robles Comity Airport, 200 feet west of road. Paso Robles Quad. 7/21/54, 80, 0; 8/16/55, 78.0, E-10 TABLE E-l (continued) DEPTHS TO GROW© WATER AT MEASUREMENT WELLS IN UPPER SALINAS HTDRQLOGIC UNIT (Depths to water in feet measured from reference point) 26S/12E-4N1— Reference point-- hole in pmmp base s elevation 675 f©et D Id miles south on Highway 101 from Wellsona and Highway 101 intersection^, 300 feet west of highway. Paso Robles Quad. 4/ 8/53, 55 cO P 7/13/53, 58,0 P 3/25/54', 45.2 4/28/53, 54o4 P 7/20/53, 58 5 P 7/30/54, 43.5 P 5/25/53, S3o9 P 7/27/53, 59o5 P 8/31/54, 63.0 P 6/ 1/53, 52.2 P 8/ 3/53, 59.3 P 11/19/54, 51.7 6/ 8/53, 52o7 P 8/10/53, 59.8 P 1/ 4/55, 48.5 6/15/53, 56,7 P 8/17/53, 59o3 P 2/ 1/55, 47o9 6/23/53, 57c9 P 11/ 2/53, 75o0 P 3/ 7/55, 46c0 6/29/53, 57 o 5 P 11/25/53", 50.5 P 11/16/55, 66 . 8 7/ 6/53, 57o3 P 2/ 4/54, 47.5 P 11/29/56, 85.0 26S/l2E=4Ql=^Referenee p©int~-top of planking 5 elevation 650 feeto o 6 mile east on road from Wellsona,, 0.3 mile south on east river road 5 400 feet west of- road. Paso Robles Quad. 4/2/53, 16.0 Pj 11/25/53, 15.35 3/25/54, 8.5s 11/21/54, 15o4c 26S/12E=5Dl~=Ref©rence point— top of casing^ elevation- 705 feeto 1<>4 miles southwesterly along San Miguel Road from Highway 101 ^ 0.2 mile south of roadc Paso Robles Quad. 7/21/54, 68.0 P| 11/21/54, 40.5. 26S/12E-9C1— Reference point— top of pump base 5 elevation 650 feet. 0.6 mile east on road from Wellsona s 0.7 mile south on east river road 5 0.2 mile west of road. Paso Robles Quad. 7/21/54, 19»4s 11/21/54, 28.5. 26S/12-9C2— Reference point—top of casing,, elevation 650 feet.- 0.6 mile east on road from Wellsona s 0.6 mile south on east' river road a 2 mile westerly on dirt road. Paso Robles Quad. 7/21/54, 17.2. 26S/12E-9E1— Reference point— top of casing^ elevation 638 feet. 0.9 mile south on Highway 101 from its intersection at Wellsona. 0.3 mile east of highway. Paso Robles Quad. 7/23/54, 14.3 . 26S/12E-9F1— Reference point—top of casing,, elevation 660 feet. 0.9 mile south on Highway 101 from its intersection at Wellsona ? 0.5 mile east of highway o Paso Robles Quad. 7/21/54, 18.2. 26S/12B-9F2— Ref erenc e point— top of pump base* elevation 636 feeto 0*9 mile south on Highway 101 from its intersection at Wellsona 5 Q„5 mile east of highway. Paso Robles Quad, 7/21/54, 21. O5 11/30/54, 22.1. E-ll TABLE E~l ^ continued) DEPTHS TO GROUND WATER. AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/l2E=9F 3«== Reference point—hole in pimp base,, elevation 660 feet, 1.0 mile south on Highway 101 from its intersection at Wells ona, 0.5 mile east of highway. Paso Robles Quad, \ , 28.5 P» 26S/l2E~9MI— Reference point— top of pipe., elevation 657 feet. 1.3 miles south on Highway 101 from its intersection at Wellsona. 0.2 mile east of highway, Paso Robles Quads 14/28/53, 16- '27/5U, 21.8 3/25/51*, 15.1* 5/26/53, 16.1* 2/ k/$h 9 17o3 ll/i?M, 22,3 26S/i2E~9M2— Reference point—hole in pump base, elevation 652 feet. 1.2 miles south on Highway 101 from its intersection at Wells ona, 0.3 mile east of highway. Paso Robles Quad. fc/28/53, I5o0 10/30/51* 5 25.3 3/ 7/55, 11*. 2 11/27/53,29.9 1-6 11/16/55,22.9 3/25/51*, lli.l 1/ l*/55 5 18.2 '29/56, 25.2 5/3l/51u 16.1* 2/ 2/55, I6c0 26S/12E~10A1— Reference point— crack under pump, elevation ?60 feet. 1.9 miles east on road from Wellson.a. 0,6 mile south of road. Paso Robles Quad. 8/17/55, 155.5 P. 26S/ 12E-11J1— Reference point-- top of casing, elevation 790 feet. 3.0 miles east on road from Wells ona, 1 = 3 miles south along road, 200 feet west on dirt road. Paso Robles Quad. $h s 136.Q| 11/21/5U* 111.0? 8/16/55, 13l*o?o 26S/12E-13D1— Reference point—bole for air line, elevation 800 feet. 0.2 mile north along road from main entrance to Paso Robles County Airport, 100 feet east of road. Paso Robles Quad. 7/28/51** 116.0 P. 26s/l2E«-ll*A2.=-Reference point— bole under pump base, elevation 795 feet. 0.3 mile north along road from main entrance to Paso Robles County Airport. LOO feet west of road. Paso Robles Quad. 8/17/55.- 189.7. 26S/l2E-LljLl— Reference point—top of hole in pump base, elevation 785 feet. I4.3 miles northeast of Paso Robles,, 0.3 mile south and 0.5 mile west of main entrance to Paso Robles County Airport. 100 feet south of road. Paso Robles Quad, 6/1/53, 168.7* 26S/l2E-l5Ll— Reference point—cap on pipe^ elevation 775 feet. 2.1* miles northeast of Paso Robles, 0J4 mile north and 0.I4 mile east of southwest corner of section. Paso Robles Quad. 7/27/51*, 161*. Pj 8/12/55, ll*l*.3« E-12 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDRQLOGIC UNIT (Depths to water in feet measured from reference point) 26S/l2E~16C2— Reference point—top of casing,, elevation 6I4.O feetc 3»3 miles north along east river road from Salinas River bridge, 75 feet west of roado Paso Robles Quad. 7/23/51** 5° 2* 26s/l2E»21Dl— Reference point— top of easing, elevation 660 feeto 2d miles north along east river road from Salinas River bridge, 0.1 mile west of road. Paso Robles Quadc 7/23/51*, 13° 2 Po 26S/X2E-21R1— Reference point—top of casing, elevation 795 feeto 1.2 miles northeast of Salinas River bridge, 1*00 feet north and 250 feet west of southeast corner of section. Paso Robles Quad* 8/17/55.5 186,1 P* 26S/12E-=>22F1— Reference point— depression in base, elevation 785 feet. 1.8 miles northeast of Salinas River bridge, 0. J4 mile south and 0*3 mile east of northwest corner of section* Paso Robles Quado 11/26/52, I55o0| 3/26/53, 1148,63 3/22/51*, 139. 3 11/19/51*, 157.1s 8/17/55, 191*8, 26S/X2E-22K1— Reference point— top of casing, elevation 811 feet, 1,7 miles northeast of Salinas River bridge, 0.3 mile north and 0.5 mile west of southeast corner of section, Paso Robles Quad, 11/27/53* l59»8j 3/22/51*, 13i*»6| 11/19/94, l!*8.0j 8/17/55, 153-2, 26S/l2E-22LX° -Reference point—pipe in pump base, elevation 800 feet, 1.1* miles northeast of Salinas River bridge, 1,800 feet north and 1,800 feet east of southwest corner of sections Paso Robles Quad, 3/26/53, 205.0 P. 26S/l2E~22Pi— Reference point— top of casing, elevation 822 feet. 1.1* miles northeast Of Salinas River bridge, 261* feet north and 0*1* mile east of southwest corner of section. Paso Robles Quad. 11/26/52, 136.9f 3/26/53, 11*6.3| 11/27/53, ll*6o 23 3/22/51*, 11*3 o0| 11/19/5U, 11*6.1. 26S/12E=22P2=-Ref erence point— top of casing, elevation 82i* feet. 1.1* miles northeast of Salinas River bridge s 350 feet north and 0.]* mile east of southwest corner of section. Paso Robles Quad. 11/26/52, 137° I* | 3/26/53, 272.0 Pj 11/27/53, 167.1 1 3/22/5i* 3 11*9 = 6s 11/19/51*, 153.2* 26S/12E-23D1- -Reference point— top of casing, elevation 800 feet. 2.3 miles northeast of Salinas River bridge, 0.2 mile south and 130 feet east of northwest corner of section. Paso Robles Quad. 11/26/52, 106.5l 3/26/53? 113-0 Pj 11/27/53, 111*. 9 1 11/19/51*, 128«0. E-13 TABLE E~l ( continue d) DEPTHS TO GROW© WA33SR AT MEASUREMENT WELLS IN UPPER SALINAS HYBROLOGXC UNIT (Depths to water in feet measured from reference point) 26S/12E-23P1— R€ ce point— toi of timber base, elevation 800 feet. 0.3 mile north ana. 0.3 mile east alo.ag road from intersection of Golden Hill Road and old State Highway 42 , 0.1 mile north of road. Paso Robles Quad. 11/28/52, 90.3J 3 }, 96.2| 3/22/54, 92.^1 11/18/54, 9606. 26S/12E-25K1— Re ce point— top of casing elevation 750 feet. 3.1+ miles northeast of Paso Robles along old State Highway 41 from Salinas River bridge , 0.2 mile northwest of Fv Ldge, 75 fee"- north of highway. Paso Robles Quad.. 7/28/54, 63.3 P. 26s/l2E-25K2— Reference point- -top of casing, elevation 757 feet. 3*5 miles northeast of Paso Robles from Salinas River bridge along old State Highway kl t 0.2 mile northwest, of Huerhuero bridge , 75 feet north of highway . Paso Robles Quad. 7/28/34, 40.0; 12/1/54, ' 42.3 , 26s/l2E-26ci- -Reference point— hole under pump base, elevation 601 feet. 2.3 miles northeast of Paso Robles from Salinas River bridge along old State Highway 41, 150 feet south of highway. Paso Robles Quad. 11/28/52, 84,0: 3/26/53; 88.0; 11/27/53, 91o2| 3/22/54, 90.3; II/I8/5U, 90.2. 26s/l2E-26C2— Reference point— top of casing, elevation 795 feet. 2.3 miles northeast of Paso Robles from Salinas River bridge on old State Highway 41, 150 feet south of highway. Paso R , 11/28/ 52, 111.2" 3/26/53, 117.0; 3/22/54, 112.5J 11/18 I.5. 26S/12E-26E1- -Reference poin s-ck under pump base, elevation 840 feet. 0.1 mile north on Golden Hill Road from intersection with old State Highway 41, 150 feet east of road. Paso Robles Quad. 11/28/52, 139.2 6/29/54, 162.2 1/ 4/55, 154.5 3/26/53, 13b. 7 7/30/54, 166.0 2/ 1/55, 152.2 11/27/53, 1^9-2 8/31/54, 176.0 3/ 7/55, 149.3 2/ 4/54, 140.7 9/30/54, 1?5«0 U/16/55, 147.0 3/22/54, I38.O 176.0 11/28/56, 178.5 5/30/54, 156.5 18/54, I63.5 26S/12E-27G1— Reference point— slot inside base of pump, elevation 905 feet. 1.0 mile northeast of Paso Robles from Salinas River bridge along old State Highway 4]^ 0.2 mile northeast on dirt road. Paso Robles Quad. 11/28/ 52, 172.71 3/27/53, 173.7; H/27/53, 183.5; 3/23/54, 185.3; 11/19/54, 205.0. E-14 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/12E-27G2— Reference point—top of pump base, elevation 925 feet. 1.0 mile northeast of Paso Robles from Salinas River bridge on old State High-way *I, 0.2 mile northeast on dirt road. Paso Robles Quad. 11/28/ 52, 18*. 6j 11/27/53., 192.5; 3/23/5*, 192.5. 26S/12E-27H2— Reference point— slot in casing, elevation 835 feet. 1.6 miles northeast of Paso Robles from Salinas River bridge along old State Highway kl 9 200 feet northwest of Golden Kill intersection. Paso Robles Quad . 7/2*/5l, 150.5 7/ 6/53, loit.o P 3/22/5*, 129.5 11/28/52, 130.0 7/1 V 53, 139-3 */ 1/5*, 129.1 3/26/53, 132.5 7/20/53, 137.6 8/31/5*, 1*6.0 V28/53, 130.?+ 7/27/53, 137.2 11/18/5*, 150.0 5/26/53, 191.6 P 8/17/53, 19**0 P 1/ */55, 139.3 6/ 1/53, 193.8 P 8/2*/53, 183o5 P 2/ 1/55, 1**.6 6/ 8/53, 133.* 11/ 2/53, 139.5 3/ 7/55, 1*2.2 6/15/53, 132.6 11/27/53, 138.5 II/16/55, 178.8 6/23/53, IT*. 9 P 2/ V5*, 131.8 II/28/56, 170.0 6/29/53, 185.5 P 26S/12E-27K1— Reference point— hole in pump base, elevation 895" feet. 1.0 mile northeast of Paso Robles from Salinas River bridge along old State Highway kl, 0.1 mile north of highway. Paso Robles Quad. H/28/52, 16O0O; 3/27/53, 16*. 3 P; 11/27/53, 167.8 P; 3/23/5*, 168. 0; 11/19/5*, 19*.*. 26s/l2E-27Ql— Reference point— top of base, elevation 960 feet. 1.2 miles northeast of Paso Robles from Salinas River bridge along old State Highway *1, 0.3 mile south along dirt road. Paso Robles Quad.. 3/27/53, 25*. 5. 26s/l2E-27Q2— Reference point— top of casing, elevation 910 feet. 1.2 miles northeast of Paso Robles from Salinas River bridge along old State Highway *1, 0.3 mile south along dirt "road, Paso Robles Quad. 2/2/53, 205*3: 3/27/53, 206.it. 1 ." 26s/12E-28A1— Reference point— hole in pump base, elevation 792 feet. 0.9 mile north along east river road from Salinas River bridge, 200 feet east of road. Paso Robles Quad. 11/28/ 52, 113.3; 3/26/53, 113-0; il/19/5*, 11*. 1. 26s/l2E-28A2— Reference point— top of casing, elevation 730 feet. 0.8 mile north along east river road from Salinas River bridge, 300 feet east of road. Paso Robles Quad. 3/22/5*.* 72.6; II/I9/5*, 77-1. E-15 TABLE E-l (con tinned) DEPTHS TO mwm WATER. AT MEASUREMENT WELLS ' :i UPPER SAI.TKJAS KID&OIQGIC UHIT (Depths to water in feet mpasu:" ?d from reference point} 26s/l2E~28Hl- -Reference point— hole in plate over casing, elevation 800 feet. C.8 mile north along east river road from Salinas River bridge, 0.1 mile east of road. Paso Robles Quad. 7/23/54, 105.6, 26S/12E~33Q5— Reference point— slot in casing, elevation 686.5 feet. 0.8 mile south along east river road from Salinas River bridge, 0.2 mile ■west of road, in river bed.. Templeton Quad. 7/7/53, l4.8j n/25/53, lO.Oj 8/10/54, 11 o7; 11/18/54, 12.5. 26s/l2E-33Rl— Reference point— top of easing,, elevation 772-5 feet. 0.7 mile south along east river road, 0.1 mile east on dirt road. Templeton Quad. 2/ 5/53, 75-6 P 7/17/53, 78.4 3/15/54, 82.8 3/27/53, 7-7 P 11/25/53, 79-5 11/18/54, 80. 4 7/10/53, 80.O P 26s/l2E-34Fl— Reference point- -top of casing, elevation 800 feet. 0.5 mile east of the east river road, 0.3 mile east and 0.6 mile north of the southwest corner of section. Templeton Quad. 2/5/53, 32.0'^ 3/27/53, 31.7; 11/25/53, 28.61 3/15/54, 37-51 11/18/54, 51.5. 26s/l2E=35Nl— -Reference point—crack under pump base, elevation' 790 feet. 0.4 mile due east and 1.4 miles southeast along road from Sali'aas River bridge, 0.1 mile east of road. Templeton Quad. 3/27/53, 63.5? 3/1.5/54, 73.5 P; 11/18/54, 83.0. 26S/12E-36HI- -Reference point—top of casing, elevation 820 feet. 0.6 mile southeast on old State Highway 4l from Huerhuero Creek bridge,, 0.3 mile south of highway across Huerhuer, ek. Estrella Quad. 9/22/53, 106.5; 11/25/53, 106.5; 3/22/54, 106.2. 26s/l3E=4Fl~ Reference point e in pump base, elevation 796 4 feet . 1 8 miles southeast along Ei La Creek Road from bridge at Hog Canyon Road, 0.6 mile north along dirl road. Estrella Quad. 9/4/53, 108.8 Pj 12/2/ 53, 57-5.5 3/25/54, 46.0| 11/30/54, 62, 26s/l3E-4KL-^Reference point—hole in side of pump base, elevation 773°2 feet. 2.0 miles southeast along Estrella Creek Road from bridge at Hog Canyon Road. Estrella Quad. 9/2/53, 87.8 P; 12/2/53, 4l.0j 3/25/54, 38.8; II./30/54, 41,9. 26s/l3E=5Fl -—Reference point— hole in pump base, elevation 7k) feet. 0.5 mile southeast along Estrella Creek Road from bridge at Hog Canyon Road. Estrella Quad. 6/24/53, 24.0 P; 7/27/53, 27.8 P; 12/2/53, l4.6j 3/25/54, 13.9; 11/30/54, 14.6. E-16 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/l3E°5GX'=«Referenee point°~top of casing , elevation 770 feeto ? mile southeast along Estrella Creek Road from bridge at Hog Canyon Roado Estrella Quad, 12/2/53, 23,9| 3/25M, 23oOj 11/30/51, 29„3. 26S/13E-oBl°"Referene3 point°-top of casing, elevation 710 feeto 0o2 mile west along road from northwest corner of Estrella, 0o3 mile south of road, Estrella Quad. 7/28/5U, 36.0s 11/30/51*, 6o0 o 26S/13E»6B2°-Reference point°°top of casing, elevation 710 feeto 0,2 mile west on road from northwest corner of Estrella, 0o3 mile south of roado Estrella Quad, 8/23/5 U, 15*5» 26S/13E-7MI— -Reference point—hole in pump base, elevation 800 feet, 1<>9 miles south along road from Estrella Creek bridge at Hog Canyon Road, 0,8 mile west from roado Estrella Quad. 7/28/51;, 121* o P| 11/30/51*, 100,0 3 8/17/55, H5.5» 26S/l3E=10Dl=™Reference point—top of casing, elevation 800 feeto 2o7 miles southeast along Estrella Creek Road from bridge at Hog Canyon Road, 700 feet south of road. Estrella Quad* 3/ 9/53, flowing 6/ 1/53, 1680 9 p h/ 1/51*, 7.1; 3/16/53, flowing 6/ 8/53, 1680 3 P 11/30/51!, 62 .1 3/23/53, flowing 6/15/53, 172*9 P 1/ h/SS, 31=8 3/30/53, flowing .6/22/53, 177 06 P 2/ 1/55, 21„3 k/ 6/53, flowing 12/ 2/53, 1*6*3 3/ 7/55, 13*8 V13/53, flowing 2/ ht'Skg 15o5 11/16/55, 105 oil U/20/53, 1*9 3/25/51*, 808 11/29/56, lt*2 o 5/25/53, 168,5 P 26S/13E«10D2°-Ref erence point°»hole in pump base, elevation 800 feeto 2»6 miles southeast along Estrella Creek Road from bridge at Hog Canyon Road 5 0o2 mile south of roado Estrella Quado 9/2/53, 1460?° 26S/13E=18N1=- Reference point— base of pump, elevation 775 feeto 1.2 miles along road from southeast corner of State School for Boys, 1 mile south of roado Estrella Quado 7/28/51** 87 *0 26S/13E-19Q1— -Reference point~~top of casing, elevation 920 feeto lo0 mile north of old State Highway 1+1, 200 feet north and o 3 mile west of southeast corner of section,-, Estrella Quado 7/30/51*, 199.0c 26S/13E-27K1=-Reference point-sunder tin cover, elevation 1,093 feet* 0,1* mile east along old State Highway ijl from Union School » 0*2 mile south on roado Estrella Quad, 9/8/53, 226*5 Pf 12/2/53, 215=3? 3/23/51*, 215. O5 11/30/5U, 226 s 2 e E-17 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HIDROXOGIC UNIT (Depths to water in feet measured from reference point) 26S/13E-28J1~- Reference pole p of casing,, elevation 990 feet. 0„1| mile west along old State Highway \\L from Union School, 0.2 mile south of highway. Estrella Quad, 3,5s 12/2/53, ll*9.Q$ 3/23/5U, Hi6.8j 52,0. 26S/l3E-28Ll="=^eference poini p pf casing, elevation 963 feet. 0.8 mile west along old State Highway hi from Union School, 200 feet south of highway. Estrella Quad. 9/21/53, !63o3| 12/3/53, 163»1| 3/23/51*, 162. 3j 6/21/5&, 170o0| ll/30/51i, I63 $c 26S/l3E=>28L2»== Reference point— top of casing 5 elevation 965 feet, 0.8 mile west along old State Highway 1*1 from Union School,. 200 feet south of highway. Estrella Quad. 9/21/53, 120.0j 12/3/53, 122.5j 3/23/5U, 123. 3j 11/30/514, 136c0 26S/l3E-30Bl-"Ref erence point==»top of casing, elevation 935 feet- 0.? mile east along new State Highway IpL from Huerhuero Creek bridge, 1.1 mile south- east along roadc Estrella Quad. 7/27/51*, 192,3 P° 11/30/5&, 185.0. 26S/13E-31A1- -Reference point— top of casing, elevation 895 feet, 1.5 miles east along old State Highway 1*1 from Huerhuero Creek bridge ; , 0.1 mile south on dirt road. Estrella Quad. 9/21/53, 81,83 12/3/53, ?8.Q$ 3/23/51*, 78.6. 26S/l3E»31A2«=»Ref erence point<=>=top of casing, elevation 920 feet, 1,5 miles east along old State Highway 1*1 from Huerhuero Creek bridge, 0.3 mile south on dirt road, Estrella Quad. 9/21/53, Nu5$ 3/2?7Fl— Reference point— top of casing, elevation 1,150 feet. 0.9 mile west along State Highway i|l f - ion with U.S. Highway 1466, 1.8 miles northeast along McMillan Canyon Road. Shandon Quad. 12/1/5U, i51i»7o 26S/l,5E-llDl==Reference point— top of casing, elevation 1.125 feet. joO miles northeast along State Highway ill from San Juan Creek bridge, 0.1 mile east along dirt road. Cholame Quado >3 5 77. 0| 11/30/53, 72 . 5. E~20 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/l5E-i5>Cl=»- Reference point=<=tdp of easing, elevation 1,071* feeto lo8 miles northeast along State Highway I4I from San Juan Creek bridge, 100 feet east of highway, Cholame Quad. 7/30/53, 5l°5| 8/18/53, 9$>$ F3 11/30/53, 29.5| 3/23M, 3C-80 26S/l5E-i6Al°°Referenee point~~hole in pump base, elevation 1,060 feeto 1,1* miles northeast along State Highway 1*1 from San Juan Greek bridge, CI mile northwest along dirt road, south of Cholame Creek. Cholame Quado 8/12/53 « 19 o l*s 11/30/53, 18o2,^ 3/23/5l4 5 17o9| 11/30/51*, 18.8, 26S/l5E~16Bl-~ Reference point— top of casing, elevation 1,070 feeto l„3 miles northeast along State Highway 1*1 from San Juan Creek bridge, o 2 mile west on dirt road. Cholame Quad, 8/12/53, 228.0 P3 11/30/53, IkoQi 3/23/51*, 200.2 P| 11/30/51*, 216.0 P. 26S/l5E»l6Rl«=~Referenee point— notch in casing, elevation 1,060 feeto 0»5 mile northeast along State Highway 1*1 from San Juan Creek bridge, 0.1* mile east and north on dirt road. (Cholame Quado 7/22/53, 67o3 P 8/31/51*, 5i*.6 1/ i*/55, 22 e 5 11/30/53, 23oC 9/21/51*, 57ol 2/ 2/55, 2C2 3/23/51*, I808 9/30/51*, 56.5 3/ 7/55, 17.6 5/30/51*, 1*1*.0 11/30/51*, 20o8 26S/l5E«*l8Jl=°Reference point«°plug in pump base, elevation 1,025 feeto 0,9 mile west along State Highway 1*1 from junction with U0S0 Highway 1*66, Go 2 mile north along MaeMillan Canyon Road, 1.2 miles east along dirt roado Shandon Quad. 7/20/51*, 71.0s 12/1/51*, 16.8 • 2 6S/l5E~19Fl° -Reference point=<=hole in pump base, elevation 1,030 feet. o 2 mile south along U*S. Highway 1*66 from junction with State Highway 1*1, 0.1 mile west of highwav. Shandon Quad. 8/21/53, 60.2 Ps 12/3/53, 16.1: 3/16/51*, 7.2j 12A/5U, 23.1;. ■, £-19Grl<=«=Re£erence point—top of casing, elevation 1,030.5 feeto 1,0 mile west of Shandon, 0.3 mile east along State Highway 1*1 from junction with UoSc Highway 1*66, 0.1 mile south of highway. Shandon Quad. 8/20/53, 67. 2j 12/3/53, 19.23 3.18/51*, 8.0j 12/1/51*, 28.2. 26S/15B-19H1— Referenea point— top of casing, elevation 1,059<>3 feet. 0.8 mile west of Shandon : 0«,5 mile east along State Highway 1*1 from junction with U.S. Highway l*66 s Ool mile south and west along road. Shandon Quad. 8/20/53, 70o0j 12/3/53, 71.0?. 3/18M, 58. O3 12/1/51*, 62,0. 26S/l5E«=20Al='=Reference point—top of casing, elevation 1,035 feet. In Shandon , 1 block north of State Highway 1*1 across street from Town Hall. Shandon 'Quad. 8/26/53, 1*1.8] r ?3, l6.7j 3/18/51*, HuO? 12/1/51*, 21.0. E=21 TABLE E~l (conti: DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/15E-2QE2 —Reference point°=orack between wooden blocks , elevation 1, feeto Oo? mile west of Shandon 5 0.7 mile east along State Highway kl from junction with U.S. Highway li66 5 0,1 mile south of highway. Shandon Quad. 8/20/53, U2.1| 12/3/53, 1*1.6$ 3/18/514, 1*2.0$ 12/lM, 1*0.8. 26S/l5E=20E3<== Reference points—pipe in base, elevation 1^050 feeto 0.5 mile west of Shandon, 0<»8 mile east along State Highway 1*1 from junction with UoSo Highway U66 n 0.1 mile south along dirt road. Shandon Quad. 8/20/53, 79- 7o 26S/l5E°20F2— -Reference point— top of casing, elevation 1*058 feeto In Shandon Heights, 1.0 mile east along State Highway hi from junction with UoSo Highway I466, 0.2 mile south of highway. Shandon Qmado 12/3/5 3 3 1*1. 0j 3/18/51*, 37 .0j 12/1/51*, l|2ol4o 26S/l5E=20Kl-«=Reference point—top of casing, elevation 1,01*5 feet. 0.3 mile south and 200 feet east of intersection of State Highway Id and county road at Shandon School , Shandon Quad, 8/26/53, 63.7s 12/1/51*, 16. 6. 26S/15E-20N1-- Reference point—notch in casing, elevation 1,085 feet. 0.5 mile south and 0o5 mile west of intersection of State Highway 1*1 and county road at Shandon School. Shandon Quads 12/ 3/53, 1*7.1 h/ $/5h, 1*0.0 2/ 2/55, 1*0.6 3/18/51*, li3.6 1/ i*/55, l*3c2 3/ 7/55, 39-5 26S/l5E<=2CQl— Ref erenc e points-top of casing, elevation 1,070 feet. 0.6 mile south and 150 feet west of intersection of State Highway 1*1 and county road at Shandon School. Shandon Quado 8/20/53, 72.7s 12/3/53, 31. 2 j 3/18/51*, 29 .5< 26S/15E-21D1- -Reference point—hole in casing, elevation 1,032 feet. 1*10 feet east along State Highway 1*1 from San Juan Creek bridge, north of highway. Cholame (Quad. 8/26/53, 1*6, Qj 12/3/53, flowing - 26S/15E-23D2— Reference point— top of casing, elevation 1,030 feet. 700 feet west along State Highway JUX from San Juan Creek bridge, 900 feet north of highway. Cholame Quad. 12/ 3/53, 20.2 5/ i*M, 20.9 1/ h/SSy 18.3 3/18/51*, 20.2 7/31/51*, 58.0 P 2/ 2/55, 18.3 1*/ 6/51*, 18.1 11/30/51*, 18.2 3/ 7/55, 18.0 2 6S/15E-21G1— Reference point—hole in pump base, elevation 1,065 feet. 0,6 mile east of .San Juan Creek bridge, at State Highway 1*1, 100 feet beyond end of dirt roado Cholame Quad. 7/22/53, h$o$„ E-22 TABLE E=-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point' 26S/15E-21M1- -Reference point— top of casing*, elevation 2.5,050 feet 0.1* mils south of State Highway 1*1, o 2 mile east and 9°6 mile south of northwest corner of section.. Cholame Quado 7/22/53, lll.l P 7/31/51i 5 75oO 11/30/51*, ll*. 5 3/23/51*. Ic8 11/ 1/51*, 39.8 1/ i*/55, 2.5 2 6S/15E-21P1- -Reference point- -hole in easing,, elevation 1,072 feet. 0.1* mile east of San Juan Creek bridge, at State Highway 1*1 , 0.5 mile south on dirt roado Cholame Quado 6/12/53, 109*8 P 8/31/53* 127.5 P 3/18/51*, 2l*.l 7/27/53, 67.5 11/30/53, 25»6 11/30/51*, 33.1* 26S/15E-27C1— Reference point— hole in pump base, elevation 1 5 2Q5 feet. Q.h mile east and 500 feet south of northwest corner of sectiono Cholame Quad a 2/10/51*, I5io0 3 12/2/51*. l6l* o 0« 26S/15E-28Q1— Reference point— crack under pump base on east side, elevation 1,090 feeto Od* mile east of Sari Juan Creek bridge at State Highway Ul , lo? miles south on dirt road. Cholame Quado 6/30/53, 105.0 P 3/18/51*, 35.9 2/ 2/55, 7/27/53, 106.5 P k/ 5/5k s 30.2 3/ 7/55, 8/31/53, 11/ 2/53, 11/30/53, 72.8 52.8 3l*o8 9/30/ '5k , 81. 12/ 2/51*, 1*6.0 1/ h/55 s 32.1 11/17/55, 11/28/56, 30.9 3O0O 71.2 62.6 26S/15E-28Q 2— Reference po east of San Juan Creek hi roado Cholame Quado 7/27/53, 83.8 87oO 91ol» 90.7 89.1* 85o9 86.0 =top of casings elevation 1,112 feet. Qol* mile :*idge at State Highway 1*1, 1.8 miles south on dirt 7/13/53, 7/27/53, 8/ 3/53, 8/11/53, 8/17/53, 8M/53, 8/31/53, 8I0O 9/ 8/53, 87o9 11/ 2/53, 11/30/53, 3/18/51*, V 5M, 5/ V5i*, 5/30/51*, 6/29/51*, 7/30/51*, 61* 9 <7o8 53^9 1*6.1 75o9 80o? 95 oQ 9/30/51*, 92.3 10/30/51*, 77.5 12/ 2/51*, 59.0 1/ l*/55, 1*6.6 2/ 2/55, hh°9 3/ 7/55, 1*1*. 2 11/17/55, 67.5 11/28/56, 1*9.0 26S/l5E-29Ci-=Referenoe point— top of casing, elevation 1,107.9 feet„ 0«7 mile south along U.S. Highway k66 from junction with State Highway 1*1 , mile east on dirt road. Shandon Quad. 8/13/53, 86,03 12/3/53, 60. 83 3/18/51*, 89.6 Pj 12/1/51*, 65»6o 0.9 E=23 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HTOROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/15E-29C2— Reference point=~top of casing* elevation 1*105.7 feet* 0.7 mile south along U.S. Highway U66 from junction with State Highway 1*1* 1.0 mile east on dirt road* Shandon Quad. 8/13/53, l*8.5j 12/3/53, 1*3.8 3/18/51*, 1*5. 9 s 2/1/5$, 1*1* .3* s 26S/l^E=29C3— Reference point—top of casing* elevation 1*106.6 feet. 0.7 mile south along U.S. Highway 1*66 from junction with State Highway 1*1* 0.9 mile east on dirt road. Shandon Quado 8/12/53* 128.5s 12/3/53* 56. 5| 3/18M* 5lc?| 12/1/5*4, 6iio6o 26S/15E-29D1— Reference point— =top of casing* elevation 1*090 feet. 0.7 mile south on U.S. Highway 1*66 from junction with State Highway 1*1* 0.8 mile east on dirt roadc Shandon Quad. 8/13/53, 60.0. 26S/l5E=29Nl«=— Reference points-top of casing* elevation 1*135 feet. 1.7 miles south along U.S. Highway 1*66 from junction with State Highway 1*1* 0.8 mile east en road. Shandon Quado 3/ 9/53, 614.8 8/17/53, 88.5 5/30/51*, 78,9 V 6/53, 7l*.3 8/214/53, 89.5 7/30/51*, 95.0 V20/53* 69.3 8/31/53, 81*.5 10/30/51*, 71.5 U/27/53, 69.8 9/ 8/53, 93.6 12/ 1/51*, 6JU.8 6/22/53, 814.0 11/ 2/53, 7k. 5 1/ h/$$ s 57.5 6/29/53, 86c5 12/ 3/53, 57c8 2/ 2/55, 57.5 7/ 6/53, 67*5 2/ V5U, 51*. 3/ 7/55, $ho$ 7/20/53, 86.3 3/18M, 57.9 U/16/55, 78.7 8/ 3/53, 91.1 26S/l5E-30Bl=» Reference point—hole in pump base* elevation 1*105 feet. 0.7 mile south along U.S. Highway I466 from junction with State Highway 1*1* 0.3 mile east along road. Shandon Quado 8/20/53, 63. 5 S 12/3/53* 63. 5 | 3/l8/5U 5 61*. 2 1 12/lM, 6I4060 26S/15E-30M1— Reference point— top of casing* elevation 1*125 feet. 1.3 miles south along U.S. Highway I466 from junction with State Highway Ijl* 0.3 mile west along dirt road. Shandon Quad. 8/21/53* 72.0s 3/16/5U, 69°5| l*/6/51i, 67.i*s 5/30/51*, 75.0| 7/31/51*, 76.5. 26S/15E-30M2-- Reference point— top of casing* elevation 1*128 feet. 1.3 miles south along U.S. Highway 1*66 from junction with State Highway 1*1* 0.3 mile west along dirt road. Shandon Quado 8/23/53, I55o0 3/16/51*, 101.7 5/ k/Sh, 112.5 12/ 3/53, 103.0 1*/ 6/51*, 9h h 5/30/51*, 163.5" E=24 TABLE E=l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS RTDROLOGIC UNIT (Depths to water in feet measured from reference point) 26S/15E-32B1— Reference point—top of casing* elevation 1,120 feeto lo7 miles south on U»So Highway I4.66 from junction with State Highway 1*1, 1.1 miles west on road 9 200 feet southeast of intersection Shandon Quado 7/13/53. klo6 8/31/53, 1*7*8 1/ h/& 9 hhcO 7/27/53, 50.5 12/ 3/53, 1*5.0 2/ 2/55, 1*3.2 8/ 3/53, 2+8,0 2/ 2/51*, 1*3.5 3/ 7/55, 1*3.0 8/12/53, I18.3 3/WSU* i*3o8 11/17/55, 55<>1 8/21*/53, 1*8.2 12/ l/$k 9 1*5*2 26S/l5E»32Kl«==Reference points-crack under pump base* elevation 1,135 feeto 2o3 miles south of Shandon, Qok mile north and 0o7 mile east of southwest corner of section., Shedd Canyon Quado 3/ 9/53, 82 7 2/ 1*/51*, 6l o 1/ lj/55, 13o4 3/16/53, 73.9 3/2i*M, 63.Q 2/ 2/55, 62 o I4/20/53, 82o8 V 5M S 6I0O 3/ 7/55, 60.5 6/22/53, 108.0 h/$k s 88.0 H/17/55, 99»5 12/ 2/53, 65.0 12/ l/$k, 73.0 26s/l5E~33Al<= -Reference point—top of pipe, elevation 1,130 feet. 0.6 mile east of San Juan Creek, 0.2 mile tsouth and 0.2 mile west of northeast corner of section. Cholame Quado 6/ ii/50., 65oO 8/31/53, 72.0 3/2V53, 55.6 7/22/53, 75o9 11/30/53, 56.3 12/ 2/51*, 66.5 26S/l5E=33Kl-~Referenee point— top of casing., elevation 1,100 feet, East of San Juan Creek, O.i* mile north and 0.3 mile west of southeast corner of section. Commatti Canyon Quado 6/30/53, 53.8 8/2l*/53, 63.O 10/30/5U, 70.5 P 7/ 7/53, 57.0 8/31/53, 62.6 12/ 2/51*, 50.5 7/13/53, 70.2 P 11/30/53, 25o2 1/ l*/55, 13*7 7/20/53, 70.1 P 3/2l*/51*, 25.0 2/ 2/55, 25.0 7/27/53, 70.8 P 7/30/51*, 75oO P 3/ 7/55, 21.5 8/11/53, 70.5 P 8/31/51*°, 72.0 P 11/28/56, 36.8 8/17/53, 71.0 9/30/5!*, 65.6 26S/l5E-3l*Pl~- -Reference point=-top of casing, elevation 1,130 feet. 0.7 mile east of San Juan Creek, 0.3 mile east and 130 feet north of southwest corner of section. Commatti Canyon Quad. 7/22/53, 1*9° 2 P. 26S/l5E°3l*P2«=- Reference point—top of casing, elevation 1,130 feet. 0.7 mile east of San Juan Creek, 0.2 mile east and 130 feet north of southwest corner of section. Commatti Canyon Quad. 7/22/53, 1*5° 2| 11/30/53, 1*1*. 2 s 3/2V53, 1*3.1*1 9/6/51*, 1*8.53 12/2/51*, 1*6.3* E~25 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HIDROLOGIC UNIT (Depths to water in feet measured from reference point) 26s/l6E°28Ml°=Ref erence point— =top of casing., elevation 1,800 feeto k°3 miles northeast along Gillis Canyon Road from junction with San Juan Roado Qo6 mile south and 0.1 mile east of northwest corner of section. Cholame Quado 8/6/511, 22*.O s 12/2/51*, 23. 5« 26S/l6E~30Jl°=Ref erence point—crack under base, elevation 1,650 feet. 0.7 mile west of Gillis Canyon Road, 0.3 mile north and 0.2 mile west of south- east corner of section. Cholame Quad. 7/15/53, 118. 6j 12/2/53, 110, 0| 12/2/51*, 13Uc0c 26S/16E-31B2— Reference point— top of board cover , elevation 1,500 feeto 2.8 miles northeast along Gillis 'Canyon Road from junction with San Juan Road, 0.2 mile south and 0»3 mile west of northeast corner of section. Cholame Quad. 1/21/514, 9*0. 27S/12E-1EL— Reference point— top of casing* elevation 830 feet. 0.3 mile south and 200 feet east of northwest corner of section, south of road. Templeton Quad. 11/26/52, 1*0.05 3/27/53, 39»6 P| 11/25/53, 39-0; 3° 22. $k 9 39.0s 11/18/51*, 39*0. L Nl— Reference point— top of planking, elevation 905 feet. 250 feet north and 0.1 mile east of southwest corner of section. Templeton Quad. 5/13/52, lOO.Qj 11/26/52, 101.5^ 11/25/53, 105.65 3/22/51*, 101. 93 11/18/51*, IIO0O0 27S/12E-2D1— Reference point—hole in easing under pump, elevation 810 feet. 2.0 miles southeast along road from Salinas River bridge south of road. Ool mile east and 100 feet south of northwest corner of section© Templeton Quade 9/ 9/50, 36.5 l*/28/53, 58.8 IL/25/53, 58.9 1/25/52, 1*5*3 5/26/53, 5U.3 9/30/51*, 76.1 3/10/52, 1*6.0 6/23/53, 60.6 2/ 1/55, 73.0 7/15/52, 1*8.0 7/10/53, 60,5 3/ 7/55, 67. U 11/10/52, k9 a S 7/27/53, 62.0 11/17/55, 81.6 3/27/53, 55*8 P 8/31/53, 61.8 11/28/56, 89.6 3/27/53, 53o6 2 7S/12E-2L2— Ref erence point—crack under pump base, elevation 810 feet. 2.6 miles southeast along road from Salinas River bridge, 0.3 mile east and 0.3 mile north of southwest corner of section. Templeton Quad, 3/27/53, 36. O5 11/25/53, U2.I3 3/22/51*, 38. O5 11/18/51*, 1*9.5 27S/12E-3G1— Reference point— top of casing, elevation 770 feet. 1,0 mile south along east river road from Salinas River bridge, C 5 mile east along road. Templeton Quad. 3/27/53, 53.2s 11/25/53, 60.5j 3/15/5 U, 65.63 11/18/51*, 76o 0. E-26 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMEI\!T WELLS IN UPPEH SALINAS HYDROLOGIG UNIT (Depths to water in feet, measured from reference point) 27S /12E=36 P3 11/25/53* 18. 2 5 3/22/51** 11. 0| II/I.8/5I** 19°kc 27S/l2E-21Nl«"Reference point— top of casing, elevation 750 feet. 0.5 mile east of U.S. Highway 101, 0.1 mile north and 0.2 mile east of the southwest corner of section. Templeton Quado 1*/ 1/53* 9.6 P 2/ V51** 7.8 9/30/51** 18.2 P V25/53* 7.3 3/22/51*, $ok 10/30/51** U1.8 5/26/53* 10.1 P 5/31/51** H.I P 2/ 1/55* 7.1 6/23/53* 8o2 6/30/51** 12.9 P 3/ 7/55* 6,7 7/10/53* 12o6 P 7/31/51** 11.0 U/18/55* 16.2 7/21/53* 12.0 P 9/ 2/51** 15.8 P 11/25/56, 12.5 11/25/53* 12 o 7 27S/12E-22ML-- » Reference point— top of casing, elevation 850 feet. 1.5 miles east of U.S. Highway 101, 0.1 east and 0.1 mile north of southwest corner of section. Templeton Quad. 9/2l*/53* 66.83 U/25/53* 67. 0j 3/15/51*, 67. 5| 11/19/51** 69.1*. E=29 k/ 1/53, 19.5 7/17/53, 30oO P l*/27/53, 18.8 7/20/53, 29*9 P 5/25/53, l9o)4 7/27/53, 28o 9 P 6/ 1/53* 18.9 8/ 3/53, 30<>0 P 7/ 6/53, 29 »5 P 8/10/53, 29 «1 P 7/ 9/53, 29.6 P 8/17/53, 29.2 P 7/13/53, 29.8 P TABLE E=l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINE HTDROLOGIC UNIT (Depths to water in feet measured from reference point) 27S/12E-28D1— Reference point— hole in pump base, Oo5 foot above ground surface, elevation 71*5 feeto 0.6 mile east of U.S. Highway 101, Q.2 mile east and 0.2 mile south of the northwest corner of section*. Templeton Quado 8/2U/53, 29.3 P 8/31/53, 30.1 P 9/ 8/53, 30o8 P 11/ 2/53, 35.0 P 3/15/514, 28.8 P 11/19/5**, 25 . 9 27S/12E-28E1— Reference point— edge of pit, 500 feet southwest of well, elevation 735 feet* Q.5 mile east of U.S. Highway 101, on west side of Salinas River, 0,2 mile east and 0.5 mile south of northwest corner of section. Templeton Quado 7/9/53, 6063 7/17/53, 5»7 P. 27S/12E-29G1— Reference point—top of casing, elevation 790 feeto e l mile north of First Street and 100 feet west of U.S. Highway 101. Templeton Quado 7/10/53, iil.2 P| 7/21/53, 3l°$% 11/25/53, 32.5j 3/22/51*, 29.83 11/18/51*, 33.0. 27S/12E-32C1— Reference point—hole in pump base, elevation 750 feeto 0.2 mile east of U.S. Highway 101, 0.1 mile south and 0.3 mile east of the northwest corner of sectiono Templeton Quad. 7/9/53, ll*o2| 7/17/53, 17.0 P< 27S/12E-32C2— Reference point—top of plank platform, elevation 750 feeto 0.2 mile east of U.S. Highway 101, 0.1 mile south and 0.3 mile east of the north- west corner of section. Templeton Quado 7/9/53, 16<>1j 7/17/53, 15»0« 27S/12E-32C3- -Reference point— hole near base of pump, elevation 760 feet. 0ol mile east of U.S. Highway 101, 0.3 mile east and 350 feet south of the northwest corner of section. Templeton Quado 7/10/53, 11*. 9 P, 7/20/53, 12.93 11/25/53, 15.1*3 3/15/51*, 11.1$ 11/19/51*, !6o0 o 27S/'l2E°32El— Reference point— wooden floor of pump house, elevation 76£ s feeto 50 feet west of U.S. Highway 101, 0„1 mile east and 0.1* mile south of the northwest corner of section. Templeton Quado 7/20/53, 30.2 P 2/ l*/51*, 28o3 10/30/51*, 3i*.0 8/10/53, 3l*.l* P 3/22/51*, 27.0 1/ li/55, 28,8 8/17/53, 32.0 P 5/31/51*, 31.0 P 2/ 1/55, 27.9 8/2U/53, 32.8 P 6/30/5U, 31.3 P 3/ 7/55, 28.0 8/31/53, 33.6 7/30/51*, 33.5 P 11/17/55, 32.6 9/ 8/53, 33.5 9/ 2/51*, 35.1* P 11/28/56, 1*9.6 11/25/53, 33.2 9/30/51*, 314.9 E-30 TABLE B-l (continued) depths to ground water at measurement wells in upper Salinas hydrologic unit (Depths to water in feet measured from reference point) 27S/12E-32FI— Reference points- top of casing , elevation 770 feeto o 2 mile east of U.S. Highway 101, 0<,3 mile east and O0I4 mile south of the northwest corner of section Templeton Quad 7/9/53, lQok° ? 7/17 fS3 s 8o7o 27S/12E-32F2— Reference point— hole in pump base, elevation 770 feeto 0o2 mile east of U.S. Highway 101, 0o3 mile east and 0o5 mile south of the northwest corner of sectiono Templeton Quad 7/9/53 , 18.5 P| 7/17/53, I60I4 Pc 278/12E-32P1— Reference point— crack between pump and iron stand, elevation 765 feeto 50 feet west of U.S. Highway 101, 0.2 mile east and 200 feet north of the southwest corner of sectiono Templeton Quad 7/10/53, 10. 6| 7/20/53* 10„9j 11/25/53, 12o3| 3/22/51*, 8o5 3 ° 11/18/51*, 12ol*o 27S/l2E-32F3~ R eferenee point— top of casing, elevation 765 feeto 100 feet east of U.S. Highway 101 , o 2 mile north and 0o3 mile east of the southwest corner of sectiono Templeton Quad* 7/10/53, 12c5 P| 7/20/53? 9°6o 27S/12E-32PU— Reference point—top of casing, elevation 765 feet. 800 feet east of UoS. Highway 101 s 0o2 mile north and Q»3 mile east of the southwest corner of sectiono Templeton Quado 7/10/53, 15»U Pj 7/20/53, 13»i* Po 27S/l2E-32P5-= Reference point— top of casing, elevation 760 feeto 900 feet east of U.S. Highway 101, o 2 mile north and 0„3 mile east of the southwest corner of sectiono Templeton Quado 7/10/53 a li*»5l 7/20/53, 12o3| 11/25/53, 17o0j 3/22/51*, 9»0§ 11/li ' 27S/12E-32Q1— Reference point— top of 2~inch pipe, elevation 76O feet. o l* mile east of U.S. Highway 101, o l* mile west and 0.1 mile north of the southeast corner of sectiono Templeton Quado 7/ 9/53, 8 e 5 P 31/25/53, 5*1* 8/ 6/51*, 13.1 P 7/17/53, 2o3 P 3/15M, 1.1* 11/17M, 7*8 27S/12E-33Q1-— Reference point— top of casing, elevation 8140 feeto 1.1* miles east of U.S. Highway 101, 0*3 mile west and 0.1 mile north of the southeast comer of sectiono Templeton Quado 7/9/53, 5l°0j 7/17/53, 50° 6| 11/25/53, 51.1J 3/15/51*, 50e»8i 11/17/51*, 6QoG 8 27S/l2E~3l*Nl— Reference point— hole in pump base, elevation 8J4O feet, 1„7 miles east of U.S. Highway 101, 80 feet east and 200 feet north of the southwest corner of sectiono Templeton Quad,, 8/6/51*, 33«6 Po 2 7S/13E-8D1- -Reference point— top of casing, elevation 820 feeto 50 feet east of Huerrraero Creek bridge, Go 2 mile east and 90 feet south of the northwest corner of sectiono Creston Quado 3/23/51*, 12 « 1*1 21/30/51*, l6,0 o E-31 TABLE B=l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in ieet measured from reference point) 27S/13E»9PI-= "Reference point— top of casing, elevation 905 feeto 0.3 mile east and 250 feet north of the southwest corner of section. Creston Quad. 3/23/51, flowing 3 ll/30/5li, flowing 27S/13E«=13Q1== Reference point— top of casing, elevation 1,125 feet. 1.3 miles east of Geneseo School, G.jj. mile west and 100 feet north of the southeast comer of section. Creston Quad. 9/10/53, 103.0 (owner)j 9/2U/53, 10ito3| 12/U/53, 103.13 3/12/5U, 101. 7s 12/1/51, 106.8. 2?S/l3E«14Ml-« =» Reference point—top of casing, elevation 1,010 feet. 0.5 mile north along county; road from Geneseo School, 250 feet west of county road. Creston Quado 9/10/53. 12.9? 12/V53, H*.8 Pj 3/12/5*1, 10.7| 12/1/5U, 12.0 « 27S/13E-H4M2— Reference point— top of casing, elevation 1,000 feet. O.h mile north along county road from Geneseo School, 150 feet west of county road. Creston Quado 9/10/53 , 13.8. 27S/l3E-l!jNi— Reference point— top of pit, elevation 1,005 feet. Qfe2 mile north along county road from Geneseo School, 525 feat west of county road. Creston Quado 9/10/53, 3.7-M- 27S/l3E~ljbN2== Reference point—top of casing, elevation 1,010 feet. 0.2 mile north along county road from Geneseo School, 1*00 feet west of county road. Creston Quad. 9/10/53, 15.0s 12/V53, 13*93 3/12/51, 12.9s 12/l/51i, lli.5<> 27S/l3E<=ll|Pl"»Reference point— top of concrete pit, elevation 1,010 feet. 0.2 mile north along county road from Geneseo School, 250 feet east of county road. Creston Quad. 9/10/53, 19.0 Ps 12/V53, 10. 83 3/12/5U, 9-5% 12/1/5U, 11. Oo 27S/l3E-20Rl°-Ref erence point— top of casing, elevation 960 feet. 20 feet north of reservoir, 0.3 mile north and 250 feet west of southeast corner of section. Creston Quad. 3/l2/5h$ flowing 3 12/1/51*, flowing . 27S/13E-21J1=— Reference point—top of casing, elevation 1,035 feet. O.U mile north and 1*00 feet west of southeast corner of section. Creston Quad. 3/23/51, 38.1s 12AM, 38.7. 27S/13E=23R1°-Ref erence point— slot in casing, elevation 1,030 feet. 0.9 mile south along county road from Geneseo School, 75 feet west of county road, northwest of junction of roads. Creston Quad. 6/25/53. 81.0 ?s 7/27/53, 76.3 P| 8/31/53, 17-23 12/V53, li.63 3/12/514, 3.1s 12/1/51, 6.8. E-32 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 2"7S/l3E°2iiNl- -Reference point—hole in pump b'ase 9 elevation 1,035 feeto Ooh mile east of junction at county road* 0.9 mile south of Geneseo School. Creston Quado 6/25/53, I7o0 3/12/51*, 3°2 10/30/51*, 101.0 P 7/27/53, 7CoO P 5/30/5U, 103*5 P 12/ 1/51*, 6,8 8/31/53,, 28,1 6/29/514, 105.0 P 1/ lj/55, 5.7 9/11/53, 91o2 P 7/30/51** lOloO P 2/ 2/55, lu9 12/ ii/53, 6,1* 9/ 6/51*, 103=2 P 3/ 7/55, 1**6 2/ V5I* , 5 = ] J/ i ,, 20 o 2 11/17/55 , 8 , 2 27S/l3E~25Di— Reference point—top of casing* elevation 1*075 feeto 550 feet east of county road 5 800 feet south and 500 feet east of northwest corner of section Creston Quado 9/11/53, 39*08 12/l*/53* 36„5j 3/12/51*, 35°$! 12/1/51*, 39 cQ, 27S/I3E=26ll— Reference point— top of easing* elevation 1*060 feet. 500 feet west of county road, Co 2 mile west and 250 feet, south of northeast corner of section,, Ores ton Ouad, 9/11/5 3-, ^2.5° 27S/13E-26C1— Reference point— top of casing * elevation 1*030 feet, 0,5 mile west of county road* 0,1* mile east and 0.2 mile south of northwest corner of section, Creston Quad, 9/'ll/53 5 15°!** 12/U/53, 12, 6j 3/12/51*, 11.1$ 11/28/51*, 13o0 (owner). 27S/l3E~27Ci— Ref erenee point— hole under pump* elevation 1*025 feet, 200 feet west of county road 5 0.2 mile south and 0,5 mile west of northeast corner of section, Creston Quad, 3/12/51** 21, 3$ 12/1/51** 25,0 P c 27S/13E~27P1— Reference point—crack between wood blocks* elevation 1*050 feet, 100 feet east of county road* 0,5 mile west and 0,3 mile north of south- east comer of section, 10/26/53, i*8o7| 3/12/51** l*l*°0j 12/1/51** 1*6.2, 27S/13E°32B1<== Reference point— top of casing* elevation 1*100 feet. 380 feet north of county road, 0,3 mile west and o 2 mile south of northeast corner of section, Creston Quado 10/26/53, 57.1*1 3/12/5U, 53. 0| 12/1/51** 51*«5o 27S/i3E=3i*Kl— Reference point— crack in. metal base plate* elevaiion 1*115 feet. Near intersection of county roads* Q0I4. mile west and 0,3 mile north. of southeast corner of section, Creston Quad. 10/26/53* 3l*°2j 3/12/51*, 33«8? 12/1/51*, 3l*.0o 273/13E-36K1- -Reference point— top of concrete pit* elevation 1,090 feet. 1 mile north along U.S. Highway I466* 175 feet west of highway* north of reservoir,, Creston Quad, 9/11/53, H,8j 12/V53* 10.1*$ 3/12/51*, 7. 83 12/1/51** 10,8o E-33 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROL0GI0 UNIT (Depths to water in feet measured from reference poini 27S/l3E=36Ll<=~Reference point- top of tin casing, elevation 1,090 feet, 1.1 miles north from Ores ton along U.S. Highway 1*66,, thence C.5 mile north along road to Shand.cn, Cre 9/11/53, ^ / o > « 2?S/l3E°36Ql«=°Refereace point=°top i f casing, elevation 1,085 feet. Go? mile north of Ores ton along U.S. Highway 1*66, 0.1 mile west of nighway. Ores ton Quad. 9/11/53, 6 o c 27S/13E-36R1— Reference point— top of casing, elevation 1,100 feet. 1 mile northwest of Creston, 100 feet west and 50 feet north of southeast corner of section. Creston Quado 9/H/53* ll*.8$ 12/lj/53, ll».5| 3/12/5U, 12,7s 12 A/51* , is.l« 27S/ll*E~2Cl-~Ref erense point— top of casing, elevation 1,070 feet. 3.2 miles southwesterly of EstreHa Creek bridge at State Highway Itl. 0.5 mile west and 200 feet south of northeast section corner, Shedd Canyon Quad. 8/27/53, 28.5? 12/3/53, 28.8. 27S/ll*E-=HGl» -Reference point—top of old pump, elevation 1,130 feet. 0.9 mile north along Shedd Canyon road from U.S. Highway 1*66 (Shandon Road), 0.3 mile west and 0.1* mile south of northeast corner of section. Shedd Canyon Quad. 12/1/51*. 62. 7 » 27S/li*E-lljMl-»- Reference point°=top of casing, elevation 1,260 feet. 1.0 mile west along U.S. Highway 1*66 to Shedd Canyon, 250 feet south of highway, 0.2 mile east and 0.3 mile north of southwest corner of section. Shedd Canyon Quado 10/26/53, 153-35 3/2l*/51* 5 152 o 5. 27S/lliE-25Al°- Reference point— top of casing., elevation 1,225 feet. 2.0 miles south along Shedd Canyon road from U.S. Highway 1*66, 100 feet east of road, 0.2 mile west and 130 feet south of northeast corner of section. Shedd Canyon Quad. 12/30/51*, 97 «2, 27S/ii*E~30Dl~-Reference point— top of casing, elevation 1,130 feet. 0.1* mile south of county road, 0.3 mile east and 0.1 mile south of northwest corner of section. Paso Robles Quad. 9/11/53, 60.3 Pj 3/12/51* s 1*8.0$ 12/1/51*, 1*9.2, 27S/15E<=2P1— Reference point—base of pump, elevation 1,160 feet. $0 feet south of intersection of Gillis Canyon read and county road* 0.5 mile west and 0.2 mile north of southwest corner of section. Commatti Canyon Quad. 7/22/53, 95oQ P$ 12/1/53, 6l.3i >h 9 58.: '2/51*. 62.1. 27S/15E-3F1— ^Reference point— top of casing, elevation 1,125 feet. 1.0 mile south of junction of Tucker Canyon road with county road between county road and San Juan Creek. Commatti Canyon Quad. 7/22/53, 31 -7 f 12/1/53, 33cl*| 51*, 32.33 12/2/51* 5 35»0o Kg TABLE 3 - ontinued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER. SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 2?S/l5E=4Cl°-Referene3 point—top of casing, elevation 1 5 100 feeto Between road and San Juan Greeks 0„5 mile west and h$0 feet south of northeast corner of section.) Commatti Canyon Quado 3/ 6/53, 23°1 3/30/53, 3U.9 3/2li/51*, 21 o 3/16/53 3 35.lt 53, 31*. 9 12/ 2/51;, 31.3 3/23/53, 36o6 ''2/53, 19.5 27S/l5E~iiJl°~Referenee point—top of casing,, elevation 1 5 HQ feeto Q.l mile east of county road,, Qo3 mile north and 250 feet west of southeast corner of section.. Commatti Canyon Quado 8/12/53, 25.6* 12/2/53, 19.75 3/2-hf5k$ 18. Ui 12/2/5U* 22«8 27S/l5E=5Cl—=Ref3rence point—top of easing, elevation 1,190 feeto lo3 miles east of UoSo Highway 101 a 0o5 mile east and 250 feet south of northwest corner of section. Shedd Canyon Quado 12/2/53, 98.0s 3/2\x/Sh s 99.2s 12/1/51;, 99.6 o 27S/l5E-5Ql ,= " = 'Reference point—top of casing., elevation Is, 225 feeto o 3 mile west aiid Col mile north of southeast corner of sectiono Shedd Canyon Quado 12/2/53, 117.0s 3/28/51;, 121o0$ 12/1/51;, 120oQ o 27S/l5E=7Fl°=8eference point»«=top of casing., elevation 1,325 feet. 1.0 mile east of U.So Highway 1Q1 S B $ mile east and 0o5 mile south of northwest corner of section. Shedd Canyon Quad. 8/21/53, 37.0| 12/3/53, 36 5| 12,1/514, 37. 2o 27S/l5E=9Jl-"Referenee point— top of casings elevation 1*180 feeto 0o9 mile south along McDonald Canyon Road from junction with county road., 270 feet east of road Commatti Canyon Quado 8/12/53, 92 $% 12/2/53, 8806? 3/2U/5ii, Wohi li/1/54, 88.2 5 12/2/51*, 90.8 Po 27S/l5E°10Al— Reference point— =tcp of casing, elevation 1,120 feeto 0.1 mile north of county road, o l mile west and 0ol mile south of northeast corner of sectiono Comma tti Canyon Quado 8/11/53, 1;8 2 Pf 12/2/53, 22 9| 3/W5«, 2^.0* 2 7S/15E-1CM1= -Reference point—top of casing, elevation 1,200 feet, 0o5 mile south of county road, 0o5 mile north, and Od mile east of southwest corner of sectiono Commatti Canyon Ouado 8/13/53, 101 o 0| 12/2/53, 101.6s UA/5U, 102. 2 1 12/2/Shs 113.0 Po 27S/15E°10R2— Reference point—top of casing, elevation 1,130 feet* In Commatti Canyon,, Do 7 mile south of county road, 0ol mile west and o 2 mile north of southeast corner of sectiono Commatti Canyon Quado 8/11/53, 96„5 P| 12/1/53, 3l.0| 12/2/5U, 32 e 9. E=35 TABLE E-l (oontinaed) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HIDROLOGIC UNIT ipths to water in feet measured from ref ez snee point) 27S/15E«13A1=-Referenee point— top of it-inch blocks , elevation 1,160 feet. In liver bed of San Juan Greek * 0.1 mile south and 0©1 mile west of north- east corner of section. Commatti Canyon Quad. 7/22/53 , 20olj 12.fl/53s „0 ?i 3/23/51*, Ski 8.5 Po 27SA5E~li|Ml='»Reference point~=t©p of casing, elevation 1,165 feeto In Commatti Canyon, 1.5 miles south of couiity road, 0.3 mile north and 100 feet east of southwest corner of sections Conmatti Canyon Quad. 8/11/53, I07o5 Pj? 12/1/53, 53-Ui 3M/51*, 106.1 Pf 12/2/51*, 52.7. 27S/l5E°l5Fl«=-= Reference point=°top of casing, elevation 1,300 feet. Q.3 mild east and 0.5 mile north of southwest corner of section. Commatti Quad. 8/13/53, 197.©| 12/1/53, 202.3s l*/l/51*, 1?6.©j 12/2/51*, 202.0, 27S/l5E-23El«»°Reference point— hole in casing, elevation 1,180 feet. In Commatti. Canyon, 2.2 miles south of county road, 0.3 mile south and 0.1 mile east of northwest- corner' of section. Commatti Canyon Quad. 8/11 /53s 99d P| 12/1/53, 59<>0| 3/2V5it 5 5-8.1 Pj 12/2/51*, 61.8, ' 27S/15E-23L1— -Reference point«==crack between base and top of casing, elevation 1,195 feet. In Commatti Canyon, 2.6 miles south of county road, 0.3 mile east and 0.1* mile north of southwest corner of section. Commatti Canyon Quad. 8/11/53, 50.9. 27S/l5E=23Ml«='=Reference point— hole in casing, elevation 1,200 feet. 800 feet east and 0.2 mile north of southwe I rner of section. Coimatti Canyon Quad. 3/27/53* 7t*o3 = 8/H/53, 80.5j 12/1/53; W°0° s 3/2liM, 80.1| 8/15M, $®o9°? 12/2/51*, i*2 e Q. 27S/15E»26N1— Reference point«=- hole in casing,, elevation 1,21.8 feet. 0.2 mile east and 0.1 mile north of southwest corner of section. Commatti Canyon Quad. 8/11/53, 38.1j 12/2/53, 35»Oj 3/?h/5h, 39°2j 12/2/51, 1*2.0 P. 27S/15E-31K1— Reference point— top of wood blocks, elevation 1,285 feet. At Upton Ranch site s 0.3 mile north and 0.5 mile west of southeast corner of section. Shedd Canyon Quad. k/6/5k s 110. 1* Pf 12/1/51*, 111*. 2 P. 27S/15E-35C1°-Reference point— hole in casing, elevation 1,225 feet. 0.1* mile east and 0.1 mile south of northwest corner of section. Commatti Canyon Quad. 8/11/53, 28.2.? 12/2/53, 25. 9j i*A/51*, 26.5| 12/2/51*, 31.0 P. 27S/15E-35P1-- Reference point—top of casing, elevation 1,23? feet. 0.3 mile east and 0.3 mile south of northwest corner of section. Cpmmatti Canyon Quad. 8AV53, 122.5 Ff 12/2/53, 28.0| 3/2l*/51*, 29*9? Sh s 30.0. =36 TABLE E=l (continued) . PTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HTDDROLOGIC UNIT (Depths to water in feet measured from reference point) 27S/16E-7P1— Reference point—hole in casing,, elevation 1,225 feet. 50 feet south of San Juan Creek road, 0.3 mile east and 100 feet north of southwest corner of section . Commatti Canyon Quad* 7/22/53, 70.2 P U/ 5M, 6i.Q 6/29/54, 69.5 P 12/ 1/53. 66,2 P 5/ 4/54, 66.1 P 7/31/5 1 *, 70.0 P 3/23/ 5^, 66 6 P 5/30/5^, 68.8 P 8/31/54, 71.2 P 27S/ l6E-l8Hl= -Reference point— top of 4-inch "blocks,, elevation 1,240 feet. 100 feet north of San Juan Creek road P 0.2 mile west and 0.5 mile north of southeast corner of section,, Commatti Canyon Quad. 7/22/ 53 , 70 .0] 12/1/53, 88.0 P] 12/2/54, 79^0 P. 27S/l6E~21E2-~Referenee point—top of 2-inch block., elevation 1,255 feet. 850 feet north of San Juan Creek road, 0.3 mile east and 0.3 mile south of northwest corner of section. Commatti Canyon Quad. 7/22/53, 59°0] 12/1/53, 59.2; 3/22/54, 59» 3 J 12/2/54, 57.9. 27S/l6E=35Rl--Reference point— top of casing, elevation 1,300 feet. 0.3 mile east of San Juan Creek road, 0.2 mile west and 0.1 mile north of southeast corner of section. Grant Lake Quad. 7/21/53, 23.4] 12/1/53, 23.5; 3/23/54, 22. 01 12/2/54, 22.8. 20S/12E-3E1— Reference point—top of casing, elevation 820 feet. 450 feet north of county road, 0.3 mile east and 0.1 mile south of northwest corner of section. Tempieton Quad. 7/8/53, 21.5; 7/16/53, 20.4. 28S/12E-3K1- -Reference point— top of pit, elevation 506 feet. 0.3 mile west of county road, 0.4 mile west and 0.4 mile north of southeast corner of section. Templeton Quad. 7/8/53, 8.9] 7/16/ 5^, 5.8] 11/25/53, 13 -1; 3A5/54, 5«5J II/17/54, 14.2. ' 28S/12E-3K2— -Reference point— hole in pump base., elevation 800 feet. 0.3 mile west of county road, 0.4 mile west and 0.3 mile north of southeast corner of section. Templeton' Quad . 7/14/49, 22.0 P] 7/'l4/49, 17.4] 7/8/53, 21.5 Pj 7/16/53, 13.3. 28S/12E-3P1— Reference point—top of casing, elevation 805 feet. 0.3 mile south of county road, 0.3 mile east and 0.4 mile south of northwest corner of section. Templeton Quad. 7/8/53, 13-7; 7/16/53, H-6j 11/25/53, 17.2] 3/15/54, ll.Oj 11/17/5^, 17.7. 28s/l2E-4Al— Reference point— tap of casing^ elevation 820 feet. 250 feet south of county road, 0.2 mile south and 100 feet west of northeast corner of section. Templeton Quad. 7/9/53, 27=0] I/16/53, 26.5] 11/25/53, 28.2] 3/15/54, 25.6] 11/17/54, 29.0. E-37 TABLE E~X (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/12E-UC1— Reference point—hole in concrete base 5 elevation 808 feet- 0,2 mile south of county road*, 0o3 mile east and 250 feet south of northwest comer of section,, Temple ton Quado 1/9/53$ 2Q e 2| 7/17/53, 2Q»5j 11/25/53, 21o8| 3/l5/5U 5 21.8 P| 2 $k s 20o8 o 28S/12E=»i(Dl='=Referene8 point—top of plank <, elevation 780 feeto In Salinas River bed 5 150 feet east and 150 feet south of northwest eorner of sectiono Templeton Quado 7/9/53, 9.1* 7/17/53, SMj 11/25/53, 9-7| 3/15/5**, 8o7j 31/17/51*., 9o0o 28S/l2E=>JjGi°-Reference points top of casing 5 elevation ?80 feeto In Salinas River bed 0=5 mile west and 0.3 mile south of northeast corner of section., Templeton Quad* 7/9/53, 19 .1 Pj 7/17/53, 18 . 5 P« 28s/l2E<=i*G2~»Referenee point—top of easing s elevation 783 feeto In Salinas River bed 9 0„ii mile west and = 5 mile south of northeast corner of sections Templeton Quado 8/16/51*, 7°6o 28S/l2E-l*KL«=°Re£erene8 point—top of concrete pipe, elevation 790 feeto 0.3 mile south of co^mty road 5 in Salinas River bed 5 100 feet west and 0„5 mile south of northeast corner of sectiono Templeton Quado 7/9/53, 8=0 P| y$3 s 6.i p 28S/l2E»iiH2°-Referenoe point— top of casing^ elevation 790 feeto 0»3 mile south of county road, in Salinas River bed,, 0„1 mile west and Ooii mile south of northeast corner of section* Templeton Quado 7/9/53, 12° Pj 808 Pc 28S/l2E=liJl==Reference points- top of easing,? elevation 800 feeto 0„6 mile south of county road 9 0.3 mi.le north and 250 feet west of southeast corner of sectiono Templeton Quado 8/6/51*, 6.3o 28S/l2E«5Cl°=Reference point—top of casing^ elevation 7Qh feeto 80 feet west of U.S. Highway 101 . 0.5 mile east and 0.2 mile south of northwest corner of sectiono Templeton Quado 8/5/51*, 63e5<> 28S/12E-10A1— Reference point— top of casing^ elevation 810 feeto Q.lj mile northwest of old Eureka Schools 0o3 mile south and 800 feet west of north- east corner of sectiono Templeton Quado 7/8/53, 7°6| 7/16/53, k»2 P e E-38 TABLE E~l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDRQLOGIC UNIT (Depths to water in feet measured from reference point) 28S/l2E°10Gl«=<=Reference point— top of easing, elevation 825 feet, 0.5 mile west of old Eureka .School, 0.3 mile south and 0.3 mile west of northeast corner of sectiono Templeton Quado 12/ U? , 10o2 6/15/53, 8.9 11/25/53, 17*3 6/ 8/2493 9°$ 6/22/53, 9*1 P 3/11/51*, 7«Q 8/10/50, lij.l 6/29/53, 10o6 5/ 1*M, 9.1 V 2/53, 7o0 7/ 6/53, 10,9 5/31/51*, 9»3 P V 6/53, 7o2 7/ 8/53, 11.2 6/30/5U, 8,0 P VU/53, 8.2 P 7/13/53 « 10.2 P 7/31/51*, 9.0 ii/20/53, 8o3 P 7/20/53, 9o2 P 8/31/51*, 15. 5 P i*/27/53 9 7*2 ?/27/53 5 10.1 P 9/30/51*, 16,6 P 5/ ii/53, 6o9 8/ 3/53, 10.1* P 10/30/51*, 19.0 P 5/11/53, 7o9 P 8/10/53, 11.6 P 11/17/51*, 18.5 5/18/53, 8oli P 8/17/53, 12.2 p 1/ h/tt s 18.0 5/25/53, 8.5 P 8/2iv'53 5 13.0 P 2/ 1/55, 7.5 6/ 1/53, 8o5 P 9/ 1/53, 13.7 P 3/ 7/55, 7.0 9.2 P 9/ 8/53, lli.l P 11/18/55, 2G.2 11/ 2/53, 17 o 7 28S/12E-1QH1— Reference point— =top of easing^ elevation 815 feet. 0.3 mile southwest of old Eureka School s 0o5 mile south and o l mile west of north- east corner of section* Templeton Quado 7/8/53, 15.5 Pi 7/10/53, H*<-5| 7/16/53, 9.5. 28S/i2E=lQH2—=Referenca point— top of casing, elevation 820 fe@t. e 2 mile west of old Eureka School, in Salinas River bed, 0ol* mile south and 150 feet west of northeast corner of section. Templeton Quado 7/8/53, IQ.Of 7/16/53, 5.5o 28S/12E<=4.QR1— Reference point— top of recorder platform, elevation 820 feeto In Salinas River bed, o 2 mile north and 100 feet west of southeast corner of sectiono Templeton Quado lj/22/53, 9.0 11/25/53, 15.9 11/17/51*, 22.1 U/28/53, 7.9 3/12/5.U, 9.7 11/28/56, 29o0 P 11/28/56, 25.3 28S/12E~11E1~ -Reference point— top of casing., elevation 870 feeto Across road from old Eureka School, 0o3 mile south and 0.2 mile east of northwest corner of section. Templeton Quad. 7/8/53, 51*°0f 7/16/53, 55.0. 28S/12E-11E2— Reference points-crack between pump base and blocks, elevation 895 feeto In yard of old Eureka School. Templeton Quad. 7/8/53, 57°5s 7/16/53, 58.5 P» E=; TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER. SALINAS HYDROLOGIG UNIT (Depths to water in feet measured from reference point) 28S/12E~11M2=>~ Reference point— top of easing* elevation 825 feet. 0.2 mile west of county road* 0.5 mile sattth and 250 feet east of northwest corner of section o Templeton Qiaado 7/ 8/53* 28 2 U/25/53* 35.0 6/21/514, 28 6 7/16/53, 26c0 25o0 11/17/51** 36o5 28S/12E=llNll-°Ref erence point—top of casing., elevation 820 feet. On east bank of Salinas River * 0.2 mile east and 1*00 feet, north of southwest corner of section., Templeton Quad. 1 '8 ,r 3* 11.5 P* 7/16/53* 9.3 P. 28S/12E-11N2— Reference point— top of casing* elevation 830 feeto 100 feet east of Salinas River* Go 2 mile east and 1*00 feet north of southwest corner of section. Texnpleton Quad. 7/8/53, 16.6$ 7/16/53* 13»k$ 11/17/51** 21. 5e 28S/12E-21NU— Reference point— hole in pump base, elevation 820 feet. 0.2 mile east of Atascadere* 0.2 mile north and IjQO feet east of southwest corner of section. Templeton Quad. 7/8/53, 19-Oj 7/16/53* 13. lj 11/25/53* 23.9| 3/15/51* * 13- Oj! 11/: 25.1. 28S/l2E°HQ 2- -Reference point— top of easing^, elevation 8JjlO feet, 0.8 mile south along county road from old Eureka School* 50 feet east of road. NW \ of San Luis Obispo Quadc 3A5/53* 17» 5| 7/8/53* 66.2. 28S/l2E°ilQ3— Reference point— hole in pump house floor* elevation 870 feet. 0.6 mile south along county road from old Eoreka School 9 1^00 feet east on road. Templet on Quad. 7/8/53* 1*0. 3| 7/l6/53* U.Oo 28S/l2E°13Ni— Reference point— top of casing* elevation 850.8 feet. In Salinas River flood plain* 0.8 mile southeast of Ataseadero Bridge along Rocky Canyon Road t© Creston. NW \ of San Lois Obispo Quad. 3/ V$3 S 6,9 6/29/53, 9-7 2/ h/Sh s 8o9 6.9 7/ 6/53. 12.9 P 3/11/51*, 7.1 608 7/ 8/53, 13.3 P V 1/51** 6.2 3/30/53, 6.9 7/13/53* 9.0 P 5/ V51** 6.9 V 6/53* 7.0 10/53* 10.3P 5/30/51*, 8.7 k/13/53* 9.7 P 27/53* 8.7 7/12/51** 8.0 ii/20/53* 9.7 P 8/ 53* 9.1 7/31/51**10.0 Ji/28/53* 7.2 8/10/53* 12.5 P 8/31M* 9.8 5/ h/S3 s 7.0 8/17/53* 12.3 P 9/30/51** 11.5 5/31/53* 7.0 8/2li/53* 12.2 P 11/ l/51** 11.5 5/18/53* 7.8 9/ 1/53* 13.9 P 11/17/51** 12.5 5/25/53, 10 ok P 9/ 8/53* 10.5 1/ l*/55* 11.3 6/ 1/53* 8.9 11/ 2/53* 11.0 2/ 1/55* 7.1* 6/ 8/53* 9.1 11/25/53* 11.2 3/ 7/55* 7.0 6/15/53* U.8 P , 17M* 11.2 11/W55* 11.6 6/22/53* 9.6 1/25/51** 8.9 11/28/56, 10„9 E=40 TABLE E»l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HTDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/12E-I3Ql="=Ref erenee point—hole in wood platform^ elevation 925 feeto Oo? mile south along county road from old Eureka School*, 600 feet east of roado NW \ of San Luis Obispo Quado 3/18/53 , 82oO| 7/8/53 , 83° 2 1 7/16/53, 83»5o 28S/l2E=lljBl°-Referen:,e point— top of 1*" x V 'wood casing^ elevation 825 feet, 60 feet east of road., 0o2 mile south and Ooii mile west of northeast corner of seetio&o NW \ of San Luis Obispo Quado 3/12/53, 12o9° 7/8/53, 15°1, 7/16/53 s lko'9o 28S /l2E~lljGl°~ Reference point—metal cover on top of cistern?, elevation 830ol feeto 1*00 feet north of Eureka Bridge 9 on east bank of Salinas River c NW \ of San Luis Obispo Quado 3/ 9/53, 5o5 11/25/53, 5»6 8/31/51*, I9o0 P 3/17/53, !5oQ P 3/11/5U, 5o2 9/30/51;, 19*7 P 3/23/53, 5°2 5/ U/Sh, 5o2 P 11/ lM, 19*3 P 3/30/13, $°h 7/12/51*, I2cl P 1/ l*/55, 5o5 V 6/53, 13o8 P 7/31/51*, 19 cO P 2/ 1/55, 5o0 3/ 7/55, 5c0 28S/l2E-ll£2"-Reference point<=~top of wood casing , elevation 830 feeto feet north of Eureka Bridge «, 200 feet east of road 9 on west side of river NW \ San Luis Obispo Quado ' 3/12/5 3, l5°7j 7/8/53, 18 08 P| 7/16/53, 18,2 Po 28S/12E-iliXl=<=Referenee point~~top of casing elevation 830 feeto 850 feet west of Eureka Bridge between Southern Pacific Railroad and roado NW \ San Luis Obispo Quado 3/12/53* I5°0o 28S/l2E-lliQl— Reference point<=~top of wood casings elevation 81i9°2 feeto Q»5 mile south of Eureka Bridge, 250 feet east of Southern Pacific Railroado NW \ San Luis Obispo Quado 3/12/53, ll*°5 P| 7/8/53, l6o3 Pi 7/16/53, lU-Us 3/ll/52t 5 160 lm 11/17/5U, I60I0 28S/12E<=23Kl-<=' Reference point— floor of pump house s elevation 900 feeto Q 3 mile east of U0S0 Highway 3oi* mile west and 0o3 mile north of southeast corner of s est ion o NW \ San Luis Obxspo Quado 3/12/53, 12 o 0o 28S/l2B=23Ql°=Reference point— top of wood cover at trap door 9 elevation 88ito3 feato 0o3 raile east of U»S. Highway 101, at intersection of El Borda Avenue and dirt roado NW J San Luis Obispo Quado 3/18/53, k°9$ 11/25/53, 7.1*i 3/11/51, 5o0| 11/17/51*, 7 olio E=41 TABLE E»l (eontirraed) DEPTHS TO GROUND WATER. AT MEASUREMENT WELLS IN UPPER SALINAS HYDRQLOGIO UNIT (Depths to water in feet measured from reference 28S/l2E«=21i€i<=-Referenee point~=top of casing,, elevation 852o6 feeto 1 mile southeast along Rocky Canyon Road from Eureka Bridge^ 0«3 mile east and 0,1 mile south of northwest corner of sections NW \ San Luis Obispo Quad. 11 > , $o$ I, 12c0 P 3/11/51*, Sol 3/17/53, 10.1 P L5 £3, 13.2* P V l/$k s lid 2 53, 5*2 6/22/53* 15.8 P 5/ 1*M, 5<>5 3/30/^3 5 So2 ?/53, 8<>2 5/30/51*, U.5 P 4/ 6/53, 9.7 P 7/ 6/53, 13c? P 7/17/51*. 12.5 P ii/20/53, 6o3 7/13/53, 6.1 7/31/51*, I5o0 P h/2B/$% 5o6 3 '53, llo7 P 8/31/51*, 10.8 5/ l*/53, 5ol 6/K 5 U.2 P 9/30/51*, 18.5 P 5/11/53, 5.i* 8/2l*/53, 15.5 P 11/ 1/51*, 15.2 P 5/18/53, 11 ol P 9/ 8/53, 16. J* P 11/17/51*, 10.0 5/25/53, e.3 11/ 2/53, 17.9 P 1/ 1/55, 5.9 6/ 1/53, 10.8 P 11/25/53, 9.8 3/ 7/55, 5.0 28S/12E=21*F1» -Reference point— top cf pipe, elevation 850 feet. 1.2 miles southwest along Rocky Canyon Road from Eureka Bridge. , 0.1* mile east and 0o3 mile south of northwest corner of section. NW \ San Luis Obispo Quad. VW53, 12.0 p. 28S/12E=21*F2=<=Reference point=— top of casing «, elevation 850 feet. 0.3 mil® southwest of Rocky Canyon Road., C.i| mile east and Qdx mile south of no west eorner of section. NW \ San Luis Obispo Quad, lj/16/53, 7. 5 Pj i, 9-5 P| 7/16/53, 6.1* P. 28S/l2E=2liF3="=Ref erenee point—top of casing 5 elevation 850 feet. 0.2 mile southwest of Rocky Canyon Road ; , 0.5 mile east and 0.5 mile south of north- west corner of section. NW \ San Luis Obispo Quad. l*/l6/53, 0.5° 7/8/53, 10. 3 | 7/16/53, 8.2. 28S/i2E~2ii 11*6.0 P (owner) 6/=A9j 11*2.0 P (owner) 2/»A7, 79°0 (owner) 12/-/lfl 9 85.0 (owner) 11/-A9, 86.0 (owner) 2/°A7, l06.0 P (owner) 12/-A7, 13*2.0 P (owner) ll/~A?, 11*2.0 P (owner) 71.0 (owner) 3/-A8, 71.0 (owner) 7/V50, 79 «G (owner) , 106.0 P (owner) 3/-/WJ* 132.0 P ( owner ^ 7A/5.0* 138.0 P (owner) 79 oO (owner) 1Q/-A8, 9l*°Q (owner) 10/23/53, 127.0 P U/-A7, 106.0 P (owner) 1Q/-A8. 150.0 P (owner) 3/12/51*, 82.8 12/ 1/5.1*5 191.0 P 28S/l3E=i*K2-« ^Reference point—top of 2=ineh pipe, elevation 1,195.0 feet. At. Standard Oil Pump Station, 200 feet north of Atascad@ro°Creston road. Ores ton Quado 12/-A6, 8l*.0 (owner) 1Q/-A8, 120.0 (owner) 7/-/50, 11*6.0 (owner) 12/-/1*6«, 102.0 P (owner) 10/-A8, 186. P (owner) 7/-/50, 185.0 P (owner) 5/-A7, 11*2.0 (owner) 6f-fh9 5 123«Q (owner) 11/-/5Q, 99.0 (owner) 5AA7, 181*. P (owner) 6/-A9, 183. P (owner) 11/-/50, 18I*.0 P (owner) 12/Vl*7s 82.0 (owner) il/°A9, 121;. (owner) 10/23/50, 87.8 12/- A7, 179-0 P (owner) 11/-A9, 185.0 P (owner) 3/12/5 1** 52.2 28S/l3E=8Gi=«=Reference point—top of concrete blocks, elevation 1,315 feet.* 50 feet south of Atascadero<=Creston road, Q.Ii mile west and 0.5 mile south of northeast corner of section. Creston Quad. 10/23/53 5 110.3, 3/12/51*, 106.5, 12/1/51*5 110.0. E=i TABLE a-! (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/13E-12J1= -Reference points-top of casing, elevation l,ll*Q feeto 0.9 mile south along southeast road out of Creston, 800 feet east of road s in east branch of Huerhuero Greek. Greston Quad» 6/25/53* 17o7| 12/V53* 18. ©f 3/12M, 16.3| 12/1/5U, l8o3o 3E<=12M1— Reference point— top of casing , elevation 1,150 feeto 0o8 mile south along U u So Highway 466 from Creston 5 150 feet east of roado Creston Quad* 6/25/53* 16»5 P- 12/V53* 13<»8f 3/12/51.* 12. Oj 12/1/51*, 13.0. 28S/i3E~lkKl— Reference point— top of k n x h n blocks, elevation 1,183 feeto 200 feet south of intersection of UoS* Highway L66 and Rocky Canyon read, 50 feet west of roado NE ^ San Luis Obispo Quad. 6/25/53* ll*°7s 12 A/ 53 18o1*j 3/12/51** 18.5| 12/lMi) 21o2 P* '30N1= "Reference point— hole in easing, elevation 877*1 feeto Q.l* mile southeast of Rocky Canyon road, 0.2 mile east and 0.2 mile north of southwest corner of section. ME \ San Luis Obispo Quad. 6/kf$3« 15 °1 P: 11/25/53* 15.5s 3/H/5U* 7.2 § 11/I7/5I4* 15-7° 13E=31C1=-Reference point—crack between concrete floor and base, elevation 880 feeto 0*7 mile south of Rocky Canyon road, 0.5 mile east and 800 feet south of northwest corner of sactiono NE \ San Luis Obispo Quad. 10/2/53* 17.1 P« 'erance point—top of easing, elevation 877.0 feeto 0o6"saile south of Rocky Canyon road-, 300 feet east of Southern Pacific Railroad, 0,1 mile east and 0.1 mile south of northwest corner of section,, NE \ San Luis Obispo Quad* 6/ k/S3 s 8.5 P 7/17/53* 7*9 P 3/11/51** 6.5 7/ 8/53* 9 = 5 22/211/53* 15*3 - Hl/2?/5U* 15.1 28S/l3E«=3iGl— Reference point— crack between blocks under pump, elevation 885 feet. 0o2 mile east of Southern Pacific Railroad, 0.5 mile south and 0.U mile west of northeast corner of section. NE \ San Luis Obispo Quado 7/7/53* 10c7* 7/16/53, 8.0o E~4f TABLE B-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS RTDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/l3E=31Kl=°Reference point°«=>hole in pump base 5 elevation 88)408 feeto o 2 mile east of Southern Pacific Railroad^, on west bank of the Salinas River 9 9 k mile north and 0o3 mile west of southeast comer of section NE ^ San Luis Obispo Quado Ii/13/53, 80I4 P 7/16/53, 8c3 P 3/11M, 5.2 li/20/53, 5.1 7/21/53, 9.1 P h/ 1/52*, k.3 V28/53, hcl 7/27/53, 7ol 5/ liM, 5o3 5/ it/53, 5*1 8/ 3/53, 11.3 P 5/30/5U, 5.6 5/11/53, 5.3 8/10/53, 9 di 6/30/5ii, 9o0 5/18/53, 5o3 8/17/53, IQo? 9/ 1/51*, 12 3 5/25/53, 5*3 8/2V53, 15 oh P 9/30/5U, !5o5 6/ 1/53, 5o6 8/31/53, I6c7 P 11/ 1/51*, 160O 6/ 8/53, 80U P 9/ 7/53, 17-1 P 11/17M, 15o8 6/15/53, 5o5 9/28/53, 17o0 1/ 3/55, 9c2 6/22/53, 6»2 10/ 9/53, 21 06 P 2/ 1/55, 5.1 6/29/53, 608 11/ 2/53, 17.1* 3/ 7/55, 5.1 7/ 6/53, 7<>8 11/ 9/53, 21 3 P 11/18/55, 18c 3 7/ 8/53, XI c, It 11/21/53, !5o8 11/28/56, 12o5 7/13/53, 3°9 2/ V5ii, 5*3 28S/l3E='31K2—Reference point— top of casing, elevation 883<>5 feeto o 2 mile east of Southern Pacific Railroad,, on west bank of the Salinas River s Qoij mile north and 0»3 mile west of southeast comer of section NE \ San Luis Obispo Quado 11/2V53, li*.5j 3/11/51*, 3»9j UA/5U, 3.0j 11/17/54, Hi.3. 28S/l3E<=31K3°=' Reference point— =crack in 2°inch planking, elevation 89O feet* 0o2 mile east of Southern Pacific Railroad 5 on west bank of the Salinas River 5 0o3 mile north and 0o2 mile west of southeast corner of sectiono NE J San Luis Obispo Quado 7/7/53, 11.6s 7/16/53, 8„9. 28S/l3E°31Rl c = c "Reference point—hole in pump base,, elevation 891.6 feeto 0<,2 mile east of Southern Pacific Railroad, 0»3 mile west and Q„2 mile north of southeast corner of section. NE \ San Luis Obispo Quado H/24/53, 2Q 9j 3/11/51*, 10. 5 J 11/17/51*, 21o2c 28S/l3E=31R2=='Reference point— hole in pump base s elevation 89l*.2 feeto 0,3 mile east of Southern Pacific Railroad*, 0„2 mile north and 0d mile west of southeast corner of sectiono NE \ San Luis Obispo Quado 7/7/53, l6„9j 7/16/53, I608 Po 28S/13E-32N1- -Reference point— top of plank platform 5 elevation 889 «6 feeto Ooii mile east of Southern Pacific Railroad^ 150 feet west of Salinas River 5 0«1 mile east and Ool mile north of southwest corner of section* NE \ San Luis Obispo Quado V16/53, l*c3 P 7/13/53, 3.3 11/2V53, 15.2 7/ 8/53, 606 P 7/16/53, U-7 11/17/51*, 22.0 TABLE B-I ( continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINE HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/13E°32N2-~ Reference point~~fcole in pump base, elevation 889 .1 feeto On east bank of Salinas River, 0.2 mile north and Ool mile east of southwest corner of section. NE ^ San Luis Obispo Quad. U/16/53, 6 5 7/16/53, 7o0 3/llM, 6.1* 7/ 8/53, 18.6 P 11/2V53, 16.1 11/17M, 16.1 28S/lliE-7El— Reference point—top of pit, elevation 1. 9 150 feet. ©„9 mile on southeast road out of Crest on, 300 feet west of road. Creston Quad. 8/10/50, 18.2,§ 6/25/53., 22.14 P.? 12/V53, 13-5| 3/12M, 13.3| 12 AM, 11*. 9. 288/ll*E=22Bl~~ Reference point— top of casing, elevation 1,580 feet. 0.8 mile south of paved road, 0.1* mile west and 0.3 mile south of northeast corner of section. NW \ P©f,o Quad. 8/6/51*, 81. o 28S/l5E-2Fl»=Reference point— top of casing, elevation 1,257 feet. 100 feet east of road 5 on west side of Commatti Canyon, 0°l* mile west and Qok mile south of northeast corner of section. Commatti Canyon Quad. 8/11/53, 39,h} 12/2/53* 37.^5 3/2$/5k s 36.o P;; 12/2/5U, 38o9* 28S/l5E°8KI~^Ref arena© point—top of casing., elevation 1,390 feet. 80 feet east of west fork of Upton Canyon road, 0.3 mile south and Ool mile west of the northeast corner of section. Shedd Canyon Quado I*/6/51*, 11*7. 0j 'h 2 8S/l5E=llBl" -Reference point— notch in pmnp base, elevation 1,275 feet. At Commatti. Ranch site, 100 feet east of road, 0c5 mile east and 700 feet south of the northwest corner of section. Commatti Canyon Quad. 8/11/53, 7l*.0§ 12/2/53, 53.5s 3/21M* $h°$h 12/2/5U, 56.0. 28S/l5E=liiCl-"=Re£'erence point— hole in pump base, elevation 1,325 feet. 0.2 mile east of Commatti Canyon road, in Commatti Creek, 0.3 mile east and 0,2 mile south of northwest corner of section. Commatti Canyon Quads 8/11/53, 96.5 P| 12/2/53, 95o5 P| 3/2l*M, 91 = 7 P| 12/2M, 69.O0 28S/l5E-lL*Fl— Reference point— top of casing, elevation 1,335 feet. 50 feet east of Commatti Canyon road, 0.5 mile south and 0.3 mile east of northwest corner of section. Commatti Canyon Quad. 8/11/53, 76. $1 12/2/53, 76.0| 3M/5ii, 71. $1 12/2/51*, ?6.0 o 28S/X6E-CD1— Reference point— top of casing, elevation 1,1*00 feet. In San Luis Canyon, 800 feet east and 1*00 feet south of northwest corner of section. Grant Lake Quad. 2/8/51*, 31° 6° E=-47 TABLE B-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/l6E"ll*Nl— Reference point— base of pump„ elevation 1 5 1*1*0 feet© Near French Camp,, north of Navajo Canyon, 0,1 mile and 0o2 mile east of south~ west corner' of section, NW J La Panza Quado h/9/Sk, 380X3 12/2/5U, 57.0 P, 28S/l6E~23Ml~Referenee point— top of casing, elevation 1,1*1*0 feeto 0,7 mile south of Navajo Canyon road, 100 feet east and Qeh mile north of southwest corner of section, NW J La Panza Quado i*/8/5U, 29°i3 12/2/51*, 32.0. 29S/l2E°iBi— Reference point— top of casing, elevation 1,008 feet. In Paloma Creek, 0.3 mile southwest of U°S. Highway 101, 0=3 mile west and 0.2 mile south of northeast corner of section NW \ San Luis Obispo Quado I*/ 2 3/53, Uii«5s 3/11/51*, l»6o2 5 11/18/51*, 1*9 .le 29S/12E~1G1— Reference point— top of casing , elevation 958 feet. In Paloma Creek, O06 mile southwest of U.S. Highway 101 , o i| mile west and U mile south of northeast corner of section.,, NW \ San Luis Obispo Quad V23/53, 9o0^ H/2I4/53, llo5i 3/11/51*, 8063 11/18/51*. 16.8. 29S/12E~1Q1— Reference point— top of concrete pipe casing , elevation 970 feeto On west bank of Paloma Greek, 0.3 mile west and 0,2 mile north of southeast corner of section* NW \ San Luis Obispo Quad. l*/ 2 3/53, 2.5© 29S/13E-5G1— Reference point— top of easing, elevation 908,9 feeto 0,5 mile north of U.S. Highway 101, 200 feet east of Southern Pacific Railroads NE \ San Luis Obispo Quad. 1/16/53, 10.1* 7/16/53, 10.5 3/11/51, 9.1 7/ 8/53, 11.5 llM/53, 10.0 11/17/51*, 11.1 l, 11.7 P 29S/13E-5C2— Reference point— top of blocks under pump, elevation 930 feeto 0,2 mile east of Southern Pacific Railroad, 0<>5 mile north of U.S. Highway 101. NE i San Luis Obispo Quad. VW53, 8.8| 7/8/53, 9.5§ 7/16/53, 9.6. 29S/l3E~5C3—Reference point—top of casing, elevation 91*0 feeto o 2 mile east of Southern Pacific Railroad, 0.5 mile north of U.S. Highway 101. NE \ San Luis Obispo Quado 9/-/$2 s 13°0 (owner) 3 1/16/53, 12.0„ 29S/13E-5D1- -Reference point— top of casing, elevation 907»7 feet. 700 feet west of Southern Pacific Railroad, 0,1* mile north of U.S. Highway 101. NE i San Luis Obispo Quad. l*/l6/53, 11. 7« 29S/13E-5D2— Reference point— top of casing, elevation 901,7 feet. 100 feet west of Southern Pacific Railroad, 0,6 mile north of UoS. Highway 101. NE i San Luis Obispo Quad. l*/l6/53« 12.85 ll/21*/53, 11*. 0$ 3/11/51*, 11*. Oj 11/17/51*, 17o5. E-43 TABLE E~2 (continued) DEPTES TO GROUND WATER. AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIG UNIT (Depths to water in feet measured from reference point) 29S/13R-5D3"- Reference point—top of easing, elevation 903.2 feet. 125 feet west of Southern Pacific Railroad^, 0.5 mile north of U.S. Highway 101 „ NE i San Luis Obispo Quado 3/ll/51l, IhoQ° 5 11/17/51* P 18.5° 29S/13E«=>E2° -Reference point—top of sover over casing^ elevation 915 feet. e 2 mile west of Southern Pacific Railroad 5 700 feet north of U.S. Highway 101 o NE J SaE Luis Obispo Quado li/l6/53, 6o7» 29S/l3E°5E7>=Reference poijat<-='©o5 feet belcw top of easing,, elevation 920 feeto k$0 feet west of Southern Pacific Railroads, Do 3 mile north of U=S„ Hignway 101 „ NE \ San Luis Obispo Quado VW53 5 7.0s 7/8/53 , 9o6| 7/16/53, 9o5o 29S/i3E-5F3==Reference point— hole at edge of ptmip^ elevation 916 e>l feato 500 feet west of Southern Pacific Railroad., 0»2 mile north of U.S. Highway 101 5 50 feet west of roado NE \ San Luis Obispo Quado l*/l6/51*, 15«0 7/27/53, 3l*oQ P 6/30/51*, 17.7 ii/28/53, 26o8 P 8/31/53 , 18 c 7/30/51*, 19*0 5/25/53, 17.6 P ll/2l|/53, 17-1 9/ 2Mo 20*0 6/22/53, 16.6 f$k, liio8 9/30/51*, 19.0 6/ 8/53* 31»9 P 5U* !5o8 2 9S/13E=5K1— Reference point— hole in easing, elevation 930 feeto 700 feet east of Southern Pacific Railroad 0»3 mile northeast of Santa Margarita Creek bridge „ NE J San Luis Obispo Quado l*/i/53, 9° 3s 5/21/53, 13 ° 8 P^ 5/21/53, 9o7i 7/8/53, 11* .9 Pj 7/16/53, 17 = 8 Po S/13E-5K2— Reference i point— •top of casing s elevation 928c ,5 feeto 900 feet east of Southern ' Pac ific ; Railroad ,0 0o3 mile northeast of Santa Margarita Creek bridge c NE 1 4 Sap Luis : Obispo Quado 4/13/53, 111. 6 P 6/53, I0o5 11/ 2/ S3 , 15.8 I4/2O/53, 7.5 >3, IU06 P 11/2V53, U*.7 V'28/53, 60 2 6/53, 13.0 P 1*/ 1/51* « 10 5 5/ l*/53, ft. 8 •0/53, 12 oO P 5/ iiM, 11.3 5/H/53, J oh 7/27/53, 21 oO P 5/30/511, 17.3 p 5/18/53, 8.2 8/ 3/53, 15 5 P 6/30/511, 25.0 p 5/25/53, 9.2 8/10/53, I60I P 8/31/51*, 18 oO 6/ 1/53, 15.3 P 8 17/53, I80 3 P 10/30/514, !8o5 6/15/53, 9.ii 8/2U/53, lli.o 11/17/51*, 19.0 6/18/53, 11* .1 P 8 31/53, 1U.8 1/ 3/55, 16.0 6/22/53, lli.U P >3, 18. 5 P 2/ 1/55, ll4o9 6/29/53, 11*. 6 P 9 17o0 P 3/ 7/55, 13o8 E»49 TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WILLS IN UPPER SALINAS HYBROLOGIC UNIT (Depths to water in feet measured from reference point) 29S/13E-5K3- -Reference point— top of casing, elevation 940 feet. 0.2 mile east of Southern Pacific Railroad, 0»3 mile northeast of Santa Margarita Creek bridge „ NE 1/4 San Luis Obispo Quad, 8/8/ 51, 18,0 (driller); 4/16/53, 11-2. 29S/13E-5K4— Reference point— top of casing, elevation 940 feet. 0*2 mile east of Southern Pacific Railroad, 0-3 mile northeast of Santa Margarita Creek bridge.. NE 1/4 San Luis Obispo Quad* 4/16/53, 10.3 . 29S/13E-5L1- -Reference point—top of casing, elevation 930.3 feet. 0.2 mile northwest along U.S. Highway 101 from Santa Margarita Creek bridge, 300 feet northeast of highway, west of creek. NE 1/4 San Luis Obispo Quad. 4/16/53, 43.0 P; 11/24/53, 32.1 P; 3/11/55, 23. 1 P; 11/17/54, 2806 P. 29S/13E-5L2- -Reference point— top of wood casing, elevation 930.4 feet. 0.2 mile northwest along U.S. Highway 101 from Santa Margarita Creek bridge, 200 feet northeast of highway, west of creek. NE 1/4 San Luis Obispo Quad. "'53, 19.0s 11/24/53, 26. 0; 3/11/54, 21.7; 11/17/54, 26.6. 29S/l3I= 5L4- -Reference point— crack between floor and wood block, elevation 910 feet. 0.1 mile northwest along U.S. Highway 101 from Santa Margarita Creek bridge, 550 feet northeast of highway, 200 feet west cf Southern Pacific Railroad.. NE 1/4 San Luis Obispo Quad. 4/16/53, 14. 5„ 29S/13E-5P1=- Reference point— top of casing, elevation 91S feet. 130 feet east of Santa Margarita Creek bridge, 0.2 mile north and 0.4 mile east of southwest corner of section. NE l/4 San Luis Obispo Quad. 4/16/53* 34.8 P< 29S/I3E-5P2 —Reference point— top of casing, elevation 945 feet. 260 feet west of Santa Margarita Creek bridge, 260 feet south of U.S. Highway 101. NE 1/4 San Luis Obispo Quad. 4/23/53, 17 . 5. 29S/13E-5P3— Reference point— top of casing, elevation 930 feet. 0.2 mile south of Santa Margarita Creek bridge, 300 feet west of U.S. Highway 101. NE 1/4 San Luis Obispo Quad. 8/5/54, ' 13.0. 29S/13E-6A1- -Reference point—top of casing, elevation 920 feet. 0.6 mile north of U.S. Highway 101, 0.2 mile west of Southern Pacific Railroad. NE l/4 San Luis Obispo Quad. 4/16/53, 53-0 P 8/31/53, 52.0 P 9/30M, 63.6 P 4/28/53, 35°7 11/24/53, 40.8 10/30/54, 62.5 P 5/25/53, 51ol P 3/11/54, 36.0 11/17/54, 43. 6/22/53, 51.5 P 5/3O/54, 51=3 P 1/ 3/55, 38.7 7/ 8/53, 54.5 P 6/30/54, 56.7 P 2/ 1/55, 37.3 7/27/53, ^2.0 9/ 2/54, 54.4 P 3/ 7/55, 37-4 11/28/56, 55 - 2 E-50 TABLE E- , ( continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 29S/.13E-6A2 —Reference point—crack between pump and concrete base, elevation 920 feet. o 6 mile north $f UoS u Highway 101 9 Gol mile west of Southern Pacific Railroad o NE \ San Luis Obispo Quado l;/i6/53* 2? o o 29S/13E~6D1— Reference point~°top of casing, elevation 960 feeto !<>ii mile north along U0S0 Highway 101 from Santa Margarita Creek bridge,, i£0 feet east of highway o NE \ San Luis Obispo Quado ii/23/53 j 60Q3 H/2li/53* 12.7s 3/U/5u* 6.9s 11/18M 5 llo9o 29S/13E-6D 2- --Reference point— top of casing 5 elevation 1 5 000 feeto 1»3 miles north along UoS* Highway 101 from Santa Margarita Greek bridge , 225 feet west of highway., NE \ San Lui? Obispo Quado ii/23/53* 6 2 29S:i3E=6El°"Ref erence point~°top of casing^ elevation 1^025 feet. 1.2 miles north along U.So Highway 101 from Santa Margarita Creek bridge^ 500 feet west of highway o NE % San Luis Obispo Quado Ii/23/53* l5°0o 29S/i3E-6Hl-=. -Reference point—crack between pump and concrete base,, elevation 950 feeto Q06 mile north along U=Sc Highway 101 from Santa Margarita Creek bridge., 0.3 mile east of highway s 250 feet south of Carmei roado NE \ San Luis Obispo Quado ii/16/53* 53° 3° 29S/13E=6M1— ^Reference point— feeie in easing*, elevation I 2 000 feeto 200 feet southwest of read,, 0.2 mile east and 0o3 mile north of southwest corner of sectiono NE \ San Luis Obispo Quado k/2}/$3 s lloQ c 29S/l3E=6M£- -Reference poin 1 bom of pump base 5 elevation 1,010 feeto 250 feet east of road 5 0.2 mile east and Ooii mile north of southwest corner of sectiono NE \ San Luis Obispo Quado li/23/53* 20 o o 29S/13E-6P1— Reference point»=top of blocks under pump 5 elevation 1 5 01? feeto 0o5 mile southwest of U.Sc. Highway 101 9 0o3 mile east and o 2 mile north of southwest corner of sectiono NE \ S;m Luis Obispo Quado li/23/53* 13° 9* 1L/2U/53 S 23o6| 3/H/5U* 16o5s 11/18/51^ '22. U. 29S/13E- 8NX«== Reference point—top of concrete casing, elevation 950 feeto 1.3 miles north of junction of State Highway 178 with UoS. Highway 101o 0.3 mile west of UoS. Highway 101 . NE J San Luis Obispo Quado a/15/53, 9c2 ll/5ii* 6°k 1I/17M* 21c8 u/28/53* 5-9 25*0 P 1/ 3/$$, 9*9 5/25/53* 28o 3 P JQM* 19-6 P 2/ 1/55* 8o2 6/22/53* 37.1* F ? 30M, 22.5 P 3/ 7/55* 6.2 3* 35*3 P -U* 25°0 p 11/18/55* 18.3 8/31/53* 32oO P ;U* 31°0 P 11/28/56, 13°6 11/ 2h - ■■ %ii 28.0 P TABLE E-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 29S/13E-8N2— Reference point— top of easing, elevation 950 feeto 1.3 miles north of junction of State Highway 178 with U.S. Highway 101 5 0.3 mile west of U.S. Highway 101 NE \ San Luis Obispo Quad, h/lS/'$3 s 6 Q 29S/13E-8Nii-°Reference point— hole in casing,, elevation °60 feet» 1,3 miles north of junction of State Highway 178 with U.S., Highway 101 » 0.3 mile west of U.S. Highway 101 . NE \ San Luis Obispo Quad* 8/5/5 h s li;»5» 29S/13E=17Cl-°Reference point— top of casing , elevation 975 »0 feeto In Union Oil Company Pumping Plant yard,, 300 feet east of U-S. Highway 101 e NE \ San Luis Obispo Quad. 7/7/53, flowing $ l/2i|/53 5 2,0j 3/H/$h 9 flowing | 11/17/51*., 0,7. 29S/l3E-=17C2— Ref erence point— crack under welded cap, elevation 973.0 feet. In Union Oil Company Pumping Plant yard, 300 feet east of UoS. Highway 101, NEj San Luis Obispo Quad, 7/7/531 7«9j ll/2lj/53 s 11. 7| 3/11/51* s 7»3» 2 9S/l3E-17Dl==Ref erence point--=crack between pump and wood base, elevation 970 feet. o 3 mile west of U»S. Highway 101, 530 feet south and 50 feet east of northwest corner of section.. NE \ San Luis Obispo Quadc a/15/53* 9olo 28S/13E»l8Al-» it eference point— top of wood platform elevation 9a6.a feeto Qolj mile west of UoS. Highway 101c, i|00 feet west and Q.2 mile south of northeast corner of section.. NE \ San Luis Obispo Quad*. a/15/53, a«7l ll/2ii/53 5 7o5i 3AlM, 2»8| ll/l7/5a, 8,1. 29S/13E°19H1— Reference point— hole in pump base., elevation 1,002.6 feeto In Santa Margarita, 150 feet south of U«S. Highway 101, between highway and Southern Pacific Railroad. NE \ San Luis Obispo Quad. a/15/53, 6o7 7/27/53, 11.9 9/30/$k, 19.0 a/28/53, 5. a 8/ 3/53, Ho 2 9/ 2/5a, 21.0 5/25/53, 7=0 8/10/53, 12.9 9/30/$h, 28.9 6/ 1/53, 7o0 8/17/53, 13«7 IO/30M, 37.0 6/ 8/53, 8.2 8/2a/53, ia.7 ll/17/5a, 29.2 6/15/53, 80O 8/31/53, 15*3 1/ 3/55, 12.8 6/22/53, 808 11/2 a/53, 23.a 2/ 1/55, 5.8 6/29/53, 8oi 2/ a/5a, 800 3/ 2/55, a.i 7/ 6/53, 8.6 3/H/5a, 6.2 11/18/55, 29. 7/13/53* 10.0 5/30/5a, 8.0 11/28/56, I8.a 7/20/53, 11. a 29S/13E-19H2— Reference point— hole in pump base, elevation 1.002 feet. In Santa Margarita, 150 south of U.S. Highway 101, between high and Southern Pacific Railroado NE \ San Luis Obispo Quado 8/10/53, 12.7. E~52 TABLE B-l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HYDROLOGIC UNIT s to water in feet measured from -reference point) l5E-3Q2~~Ref crease point~-tcp of casing,, elevation 1«,650 feet. 1.6 miles north from junction of comity road with State Highway 178 5 0.2 mile south- east of Pozo School o SE i Pozo Quad. 1/31/53, £2 2| 2/2^/53, 39. o 30S/l5E-3Hl==Referenc-e point«"top of casing., elevation 1,675 feet. 1.7 miles north from junction of county road with State Highway 1785, 0,2 mile east of county road* SE \ Peso Quad* l/3l/53 s VFoOj 3/2lj/53* 1*6.0. 30S/l5E~10GX-°Ref erence point~°top of concrete base s elevation 1 S 610 feet. 0o9 mile north from junction of county road with State Highway 178^ 0.3 mile east of road. SE J Pozo Quad, 2/Hj/53, il5<>6 P c 30S/l5E~10Kl=- Reference point— top of casings elevation 1,580 feet. 0.8 mile north from junction of county road with State Highway 178,-, 650 feet east of road. SE } Poz© Quad, 2/7/53 5 2?.1| 3/2li/53, 23.3<> 30S/l5E~10K2~ -Reference point—top of casing , elevation 1,580 feet. o 8 mile north from junction of county road with State Highway 178c, 700 feet east of road. SE J Pozo Quad. 2/7/53, 30.1ij 3/W53, 25.9. 30S/'l5E«=10K3»=Reference point=-top of casing s elevation 1,580 feet. 0.8 mile north of j'&nction of county road with State Highway 178 5 750 feet east of road SE \ Posse Quad. 2/7/53, 28. 3| 3/W53, 20.,!*. 15E«=15H1=-Referenc:e point— top ©f casing 5 elevation 1,530 feet. 2.1 miles northeast along State Highway 178 from Pozo,, 0.6 mile east of junction of county road with State Highway 178. SE \ P010 Quad. X/2V53, 27. Ojj 3/23/53, 29. o 30S/l5E=i5Ll-<=Ref erence point—crack in casing cover, elevation 1,530 feet. 1.2 miles northeast from Pozo along State Highway 178., 0,1 mile south of junction of county road with State Highway 178,, west.of highway. SE ^ Pozo Quad. 2/llj/53, 30.8. 30S/l5E=>l5L£°=Ref erence point— hole in side of casing., elevation l 5 5ul feet. 1.2 miles northeast from Pozd along State Highway 178 5 0,1 mile south of junction of county road with State Highway 178, east of highway. SE J Pczo Quad, 2/lli/53, 31. hi 7/27/53, 33»9| 9/1/53, 3u.7. 30S/l5E-16Pl—Ref erence point—crack in cover, elevation i^lj.80 feet. At northeast corner of Pozo,, 50 feet north of State Highway 178,, 300 feet north and 0.7 mile west of southeast corner of section. SE % Pozo Quad. 3/7/53, 28. 2 o E-53 TABLE B=l (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN UPPER SALINAS HIDROLOGIC UNIT (Depths to water in feet measured from reference point) 30S/l5E=l6P2— Reference point—top of casing s elevation 1,,48Q feet„ At northeast corner of Pozo* 380 feet north of State Highway 178* 380 feet north and Go 7 mile west of southeast corner of secticn SE \ Peso Quad< 3/7/53* 27«,6 S 3/23/53* 24.8. 15E°16Q1— Reference point— top of casing,, elevation 1*470 feet* 0o5 mile east along State Highway 178 from Pozo* 400 feet north and 0,4 mile west of southeast corner of section. SE \ Pozo Quad. 3/7/53* 27,4s 3/24/53* 27.7. 30S/l5E°l6Q2»«=Reference point— top of casing., elevation 1*470 feet. 0„5 mile east along State Highway 178 from Pozo* north of highway , 400 feet north and 0.4 mile west of southeast corner of section. SE \ Pozo Quad. 3/7/53 * 27.li 3/24/53* 27»iic 30S/'15E~2QA2— Reference point— top of casing,, elevation 1*450 feet. West of Poze^ lo3 miles east along State Highway 178 from Salinas River bridge 5 1*000 feet south of road. SW \ Pozo Quad, 3AV53* 22„2 9 3QS/15E-21C1— Reference point— top of casing,, elevation 1*460 feet. East of Pozo 5 10 feet south of State Highway 178* 10 feet south and 0„6 mile west of northeast corner of section. SE \ Pozo Quad. 3/ 21;/ 53* 23.0. >25Fi— Reference point— top of concrete wall* elevation 1.490 feet. 2.2 miles south of junction of Salinas River road with State Highway 178 9 30 feet north of Salinas River road,, 0o4 mile east and 0,3 mile south of northwest corner of section. SE ^ Pozo Quad. 1/17/53* 9° 2s 1/23/53* 9*6. 30S/l5E~26Bl— Reference point— top of casing, elevation 1*500 feet. o 5 mile west of road s 0.3 mile west and 0.1 mile south of the northeast corner of section. SE \ Pozo Quad, 3/7/53* 8.2s 3/23/53* 8.4= 30S/l6E°3iGl— Reference point— top of concrete wall* elevation 1*530 feet, 6,5 miles south along Salinas River road from junction with State Highway 178* between river and road, SE \ Pozo Quad, 1/17/53* li.8s 3/23/53* 5.7. R=54 APPENDIX E TABLE S=2 DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 25S/6E-16A1— Reference point— top of casing, elevation 35 feet. Windmill near south abutment of State Highway 1 bridge at San Garpoforo Creek, 70 feet west of State Highway 1. SE 1/4 Cape San Martin Quado 7/7/53, 8.9. 25S/6E=35Hl==Reference point—slot in pump case,, elevation 30 feet. 0.4 mile south and o 2 mile west of northeast corner of section „ NE 1/4 Piedras Blancas Quad. 7/7/53 , 13 .2. 2 5S/6E=35H2— Reference point— top of casing, elevation 30 feet, 0*4 mile south and 0.2 mile west of northeast corner of section,, 25 feet northwest of highway. NE 1/4 Piedras Blancas Quado 7/7/53, 11.8. 25S/6E-35N2— Reference point—top of casing, elevation 20 feet. 0.4 mile east of State Highway 1, 0.3 mile north and 0.1 mile east of southwest corner of section. NE 1/4 Piedras Blancas Quad. 7/7/53, 9.1. 25S/6E=35Pl==Reference point—slot in pump base,, elevation 20 feet. 0.5 mile east and 0.1 mile north of the southwest corner of section „ NE l/4 Piedras Blancas Quad. 7/7/53 , 13 »3. 26S/7E-5C1— -Reference points-top. of casing, elevation 120 feet. In Arroyo de la Cruz Basin near Chile no Camp, B 2 mile south and 0„4 mile east of the northwest corner of section. NW 1/4 San Simeon Quad. 7/7/53? 8.0. 26S/7E-I6AI— Reference point— pump base, elevation 110 feet. 2 miles north of San Simeon,, 0.2 mile south and 0.2 mile west of northeast corner of section. NW 1/4 San Simeon Quad. 7/16/53* 10.2. 27S/8E-2Q1-— Reference point— top of casing, elevation 110 feet. 0.7 mile east and 0.1 mile north of southwest corner of section. SE l/4 San Simeon Quad. 7/30/53, 18.55 11/11/53, 35.0| 3/9/54, 17.0; 11/20/54, 30.5 27 S/8E-4G1— Reference point—top of joint in pump base, elevation 240 feet. 0„3 mile south and 0.5 mile west of northeast corner of section. SE 1/4 San Simeon Quad. 7/23/53, 15.8. 27S/8E-6A1— Reference point— slot in pump base,, elevation 40 feet. 0.1 mile south and 0.1 mile west of northeast corner of section. SW l/4 San Simeon Quad. 7/20/53, 13°8„ E-55 TABLE E=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 27S/8E-8R1— Reference point—top of casing, elevation 20 feeto Windmill, 0.1 mile north and 0.1 mile west of the southeast corner of section, SE 1/4 San Simeon Quad, 7/20/53, 9.5; 11/11/53, 9.5; 3/9/54, 808; 11/20/54, 9.5 o 27S/8E-9El==Reference point—bottom of pump base, elevation 70 feet. Windmill, 0,5 mile north and 0,2 mile east of southwest corner of section SE 1/4 San Simeon Quad. 7/23/53, 14.9. 27S/8E=9J1—Reference point— top of casing, elevation 27 feet. Windmill^ 0.4 mile north and 0,1 mile west of southeast corner of section, 20 feet south of road. SE 1/4 San Simeon Quad. 7/20/53, 7.4; 11/11/53, 14.5 J 11/20/54, 15.7. 27S/8E-9J2==Reference point— top of casing, elevation 30 feet. 0.4 mile north and approximately 300 feet west of southeast corner of section,, 20 feet north of road. SE 1/4 San Simeon Quad. 7/20/53, 14.8 P. 27S/8E=9L1— Reference point—top of casing, elevation 30 feet. 0.3 mile north and 0.5 mile east of southwest corner of section, 500 feet southeast of road. SE 1/4 San Simeon Quad. 7/--/54, 11.5 Pi 11/20/54, 12.2, 27S/8E=9Pl- ra Reference point—top of casing, elevation 50 feet. 0.2 mile north and 0.3 mile east of southwest corner of section. SE 1/4 San Simeon Quad. 7/20/53, 2.1. 27S/8E-9P2— Reference point—top of casing, elevation 50 feet. 0.2 mile north and 0,3 mile east of southwest corner of section. SE 1/4 San Simeon Quad, 7/20/53, 7.6. 27S/8E-10Al=-=Re fere nee point—bottom of pump base s elevation 50 feet. 0,1 mile west and 0.1 mile south of northeast corner of section, 300 feet east of road. SE 1/4 San Simeon Quad, 7/20/53, 18.8. 27S/8E»10A2-~Reference point— bottom of pump base, elevation 45 feet. 0.3 mile west and 0.2 mile south of northwest corner of section. SE l/4 San Simeon Quad. 7/20/53, 13.8; 11/11/53, 23.5; 3/9/54, 12.0; 10/20/54, 27. 5* 27S/8E=10M1— -Reference point—bottom of floor at pump, elevation 40 feet. 0.4 mile north and 200 feet east of southwest corner of section. SE 1/4 San Simeon Quad. 7/20/53, 9.6. 27S/8E-11B1— Reference point—bottom of pump base, elevation 120 feet. 0.5 mile west and 0.1 mile south of northeast corner of section 5 400 feet south of road. SE 1/4 San Simeon Quad. 7/20/53, 22.1. E-56 IE E=2 DEPTHS TO GROUM) WATER AT MEASUREMENT WELIS IN COASTAL H1DROL0GIC UNIT 27S/8E-22R1— Reference points-top of caging, elevation 10 feet,' O.I mile south of State Highway 1, on west side of road to county park, south sid« of Santa Roea Creek, SE'£ San Simeon Quad. 7/23/53 , 6 6| 11/11/53, 6,2j 3/9/54, 6c0 ? 11/20/54, 5o9c 27S/8E=22R2— Reference point =—bot torn of pump base, elevation 30 feet„ o 2 mile south of State Highway 1 -on read to county park, 200 feet southeast ©f roado SE £ San Simaon Quado 7/23/53, 13o9o 27S/8E-24Gl~Referenee point --top of casing, elevation 130 feet o 5 mile west and Q 5 mile south of northeast corner of section, ©„3 mile north ©f State Highway 41. SE £ San Simeon Quado 7/28/53, 7*1. 2?S/SE=24Ji='=Reference point— hole in west side of pump base, elevation 84 feet. lo5 miles east of Stat© Highway 1 in Cambria along Paso Robles 0.1 mile south of road. SE £ San Simeon Quado , 27o6 5/25/53, 28ol 3/ 8/54, 25,5 '53, 24 o 9 6/ 1/53, 2? ? 5/10/54, 25,2 3/16/53, 25o4 6/ 8/53, 27.7 5/31/54, 26.3 3/23/53, 25c3 6/15/53, 28 2 7/12/54, 26,9 3/30/51, 25.3 6/22/53, 30 o? 9/ 6/54, 26.7 4/13/53, 25o6 7/ 6/53, 29.1 10/10/54, 25*5 4/20/53, 25o6 7/28/53, 27„6 10/31/54, 27o5 4/27/53, 25o? 8/17/53, 29o9 11/20/54, 25*8 5/ 4/53, 25o6 8/24/53, 25o6 3/ 8/55, 25cO 5/11/53, 26o7 8/31/53, 25o3 11/18/55, 28.7 "53, 26 c 2 2/ 8/54, 26 „1 11/28/56, 27 5 27S/8E=24Ll°=Reference point—hole in casing, elevation 80 feet* 0,3 mile north and 0«4 mile east of southwest corner of section,, SE £ San Simeon Quad. 6/23/37, 84„0 P^ 12/6/38, 24c0j 4/5/50, 91 o Pj 9/4/50, 31ol; 7/28/53, 39o7<> 27S/8E-24L2-=Refer©nca point— top of casing, elevation 80 feet„ 0.3 mile north and 0„3 mile east of southwest corner of section,, SE £ San Simeon Quado 7/28/53, 22. 0, 27S /8E=24L3— Reference point—top of wooden casing, elevation 90 feet„ 0.3 mile north and 0„4 mile east of southwest corner of section, and 50 feet south of State Highway 41. SE £ San Simeon Quad. 7/28/53, llo8. 27S/8E=24N1=- Refer-. : --sing, elevation 90 feet. On se'd&h side of State Higl . ,1, Q„2 mile east of Coast Hign School. SE £ San Simeon Quad- 7/23/53 , 17.1 E=57 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HIDROLOGIC UNIT (Depths to water in feet, measured from reference point) 27S/8E=26Gl=«=Reference point— hole in casing,, elevation 32 feet, Q.l mile south and 0o3 mile east of northwest corner of section, in Cambria. SE \ San Simeon Quad. 7/31/53, 23.1s 11/11/53, 6.7$ 3/9M, 6,1| 11/20/51*, 7.7. 27S/8E-27G1— Reference point— slot in casing air gauge s elevation hP feet. 0.5 mile west and 0«k mile south of northeast corner of section SE ^ San Simeon Quad. 7/23/53 s 3,5 olo 27S/9E-19K1— Reference point—north side pump base, elevation 190 feeto 2oii miles east, of State Highway 1 on State Highway iii 9 windmill 300 feet south of highway. SE \ San Simeon Quad. 7/28/53* 11.0s 11/11/53, 10. 9| 3/9/5U ^ 10.2 | 11/20/ Zk* 11 oO. 27S/9E-19L1— Reference point— top of casing, elevation 150 feet. 2.1 miles east of State Highway 1 on State Highway ijl and 0.1 mile south of State Highway 1*1. SE J San Simeon Quad. ll/9/h$ 3 30.7;; 7/28/53, 29.1. 27S/9E-19M1— Reference point—top of casings elevation 11*0 feet. 1.9 miles east of State Highway 1 on State Highway ijl and 30 feet south of State Highway J4I0 SE ^ San Simeon Quad. 7/28/53, 16.1. 27S/9E-21B1— Reference point—top of sill north side of well house, elevation 21*0 feet. O.i mile south and 0.7 mile east of the northwest corner of section. SE \ San Simeon Quad. 7/28/53, 8.9s 11/11/53* 15.1$ 3/9/5h s 8.7. 27S/9E-28Q1— Reference point— bottom of pump base, 9 elevation 260 feet. 0.1 mile north and 0.3 mile east of the southwest corner of section. SE J San Simeon Quad. 8/7/55. 29.9 Po 27S/9E-32P1— Reference point— top of casing, elevation 170 feet. 1.3 miles northeast of State Highway 1 on Green Valley Road, 200 feet north of 90° turn in road. SE \ San Simeon Quad. 8/7/53, 13»9« 27S/9E"3ljLl— Reference point—bottom of pump base, elevation 3I4O feet. 0.5 mile east and 0.3 mile north of southwest corner of section. SW \ Adelaida Quad. 8/7/53, 17.9 P. 28S/9E-5A1— Reference point—top of wood casing, elevation 200 feet. 2.U miles northeast of State Highway 1 on Green Valley Road 5 200 feet southeast of road. SE \ San Simeon Quad. 8/3/53, 15°3 28S/9E-5C1— Reference point— access pipe 9 elevation 150 feet. 0.2 mile south and O.I* mile east of northwest corner of section, in Green Valley. SE \ San Simeon Quad. 8/3/53, 9° 3° E-58 TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/9E=6E1— Reference point— top of casing,, elevation 100 feet. In Green Valley^ Go it mile south and 250 feet east of the northwest corner of sect ion o SE \ San Simeon Quad. 7/31/53 ~Ref@r©nee point— bop of wooden casing., east side s elevation 110 feeto 2<,0 miles northwest of Villa Creek Road on State Highway 1, south side of highway,, NW -| Gayucos Quado 8/lli/53 a 10o9o ^Reference point— top of uasing 5 elevation 90 feeto 2o0 miles northwest of Villa Creek Road On State Highway l s 100 feet south of State Highway lo NW J Gayucos Quad« b/lh/$3» 20»5o 28S/9E-22E1" -Reference point- wooden casing^ elevation liiO feeto 2»0 miles northwest of Villa Creek Road on State Highway 1 ? 0o3 mile north of State Highway i on ranch road,, 200 feet west of roado NW \ Gayucos Quad 8/l£j/53, l6»3o 28S/9E=>22N1— Reference point— bottom of pump base,, elevation 70 feeto l s 2 miles northwest of Villa Creek Road on State Highway l s 100 feet south of highway „ NW \ Gayucos Quado 8/10/53$ 3°3o 28S/9E-22N2— Reference point—top of casing, elevation 70 feeto lol miles northwest of Villa Creek Road on State Highway 1 5 200 feet south of highway o NW \ Gayucos Quado 8/10/53 a ?°°° 28S/9E~23E£~-Referenc@ point— top of casing s elevation 70 feeto lo2 miles north along Villa Creek Road from State Highway 1 and Ool mil© northeast of Someo School » NW \ Gay&cps Quado 8/12/53 9 17°9» 28S/9E-'26N1- "Reference point— top of wooden casing at east corner s elevation 50 feeto Ool mile east of Villa Creek Road on State Highway l s 0„3 mile south of highway on dirt roado .100 feet east of roado NW \ Gayucos Quado '53* 6o0 o 28S/9E-='?6N2— Reference point— top of wooden casing at east corner, elevation ii.0 feeto Ool mile east of Vill* Creek Road on State Highway l s Q„3 mile south of highway on dirt road* 2*,Q feet east of roado NW \ Cayucos Quado 8/1V53, 8.1». 28S/9E»27Dl—= Reference point—top of casing,, elevation 60 feeto lol mile northwest of Villa Greek Road on State Highway l s 150 feet south of highway • NW ^ Cayucos Quado 8/10/535 9<>9° 283/9E-27D2— Reference point—top of wooden casing^ elevation 80 feeto loO mile northwest of Villa Creek Road on State Highway 1 5 0o3 mile south of highway on dirt roado 100 feet south of roado NW J Cayucos Quado 8/llj/53; 5o8o E-60 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HIDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/9E-35Al«=Referenc© point-- bop of casing;, elevation 50 feeto 0,9 mile southeast along State Highway I from Villa Creek Road, 150 feet north of highway. NW \ Cayucos Quad, 8/Lli/53$ 6. 6. 28S/1QE-22E1- -Reference point— top of casing, elevation 350 feeto 0»li mile south and 0c3 roil© east of northwest corner of section? NW \ Cayucos Quad* 8/21/53, 3l».2. 28S. /jL0E»22Q1° "Reference point—top of casing, elevation 270 feeto o 6 mile east and 0.3 mile north of southwest corner of section* NW \ Cayucos Quad© 8/21/53 , 10o6 & 28S/lOE°2iiCl°=Refersnc8 point—tep of casing, elevation 1*50 feeto 0.3 mile east and approximately 300 feet south of northwest corner of sectiono NE J Cayucos Quado 8/21/53 <, 2?.3o 28S/lQB=26HL==Ref8renee point— top of casing , elevation 280 feeto 2.8 miles northeast along Old Creek Road from State Highway 1, 200 feet north of road. NE \ Cayucos Quado 8/2l/53 5 8.2. 28S/lQE~26Nl~=>Reference point-- top of casing, elevation 180 feeto 2«5 miles north of State Highway 1 on Old Creek Read and Cottontail Creek Road, o l mile south of Cottontail Creek Roado NE \ Cayucos Quado 8/2l|/53j> 12.2. 28S/i0E=32Ai— Reference point—top of casing , elevation 2k feet. 0,1 mile west and 0.2 mile south of northeast corner of section. NW \ Cayucos Quad. 8/21/53, 2U.7 Pj H/ll/53, 12. 2| 3/?M, 9. 3s 11/20/51*, 11.0. 28S/lOE=33Kl— -Reference point—top of casing , elevation 50 feet. 0.6 mile south and 0.5 mile west of northeast corner of sectiono NW \ Cayucos Quad* 8/21/53, 10. 5o 28S/IOE°33K 2- -Reference point-~top of casing, elevation 50 feet. 0.6 mile south and 0.1* mile west of the northeast corner of section. NW \ Cayucos Quad. 8/21/53, 12, ko 28S/IQE~33LX— Reference point— top of east side of concrete casing, elevation 10 feet. Southeast corner of D and Ash Streets in Cayucos . NW 4 Cayucos Quad. 9/1U/53, 16.2. 28S/IQE-3I4HI— Reference point—top of casing, elevation 12 feeto 1.2 miles northeasterly along Old Creek Road from State Highway 1, 0.1 mile southeast of rcadc NE \ Cayucos Quad. 8/2^/53, 13. 9j ll/ll/53 3 l6.0j 3/9/5u 5 51i.0$ 11/20/514, 27.0 P. B 6 JABLE • DEPTHS TO (BOUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in .feet measured from reference point) 28S/l0E=3liNl° -Reference pom/.— - ng, elevation 33 feet* 0,3 mil© northeast along Old Creek Road from State Highway 1, kO feet east of road. NW \ Cayucos Q-jfld. 8/21/53, 2k«5j U/ll/53, 214.03 9/3/51a 5 23*5* 3JL/20/51*, 28*0* 28S^LOB-3l4N3==Heference poj . ng, elevation I<7 feet* 0.1 mile east and 0*1 mile noi d Creek Road and State Highway 1 junction,, NW | Cayucos Quad* 8 $, l6*9j -'5U.«> 17.7. 28S/lOE-3^El'=<=Reference poiiit»«top of casing, elevation 130 feet. 2.0 miles along Old Creek R State Higl , 200 feet west of Old Creek Road, NE i , 8/2 2Q/$k 9 ^5»8. 28S/11E-31Q1-- Reference poir asing, elevation 300 feet. 0,3 mile east of Fairview School , 2$Q feet south of Tore Creek Road. NE \ Cayucos Quad. 8/27/53, 22,9:, .1/53, H*. b, 11-Of 11/22/5U, 12.2* ' 29S/iOE~lPl= "Reference point»-t9p of casing, elevation 130 feet. Lit miles northeast along Tore Creek from State Highway 1, 1.50 feet south of road. NE \ Cayucos Quad* 8/21/53, 8.1. 29S/lQE~3€l°=Referejuce point—top ■ ing, elevation 20 feet. 0.3 mile southeast along State Highway 1 from Ti po Creek Road, 1$0 feet east of highway. NW \ Cayucos Quad* 9/2/53, L7*li« 29S/iOE-=3C2° "Reference point—- top of casing, elevation 20 feet. Q.I4 mile southeast along State Highway I from Toro Creek. Road., l£0 feet east of highwayo NW \ Cayucos Quad* 10/ , 10. 9| 9/2/53, 15»5«» 29S/10E-3G1— -Reference point°°top of casing, elevation 10 feet. 0.1* mile southeast along State Highway 1 from Old Creek Road, in west corner of cemetery. NW \ Cayucos Quad* v 27/53, 17»3* 29S/ICE-2.I4RI— Reference point=-top of casing, elevation 50 feet* 0.7 mile northeast along U.S. Highway I±x6 from State Highway 2 mile south. NE i Cayucos Quad. 9/h P. 29S/10E-25fll— 'Reference point— top of casing,, elevation 50 feet. 0.1 mile south and 300 feet west of northeast corner of section. NE ^ Cayucos Quad* 9/V53, 25.9. 29S/10E°25E2°-Reference point— tor asing, elevation 1*2*3 feet. 0.2 mile south and o„2 mile west of northeast corner of section. NE ^ Cayucos Quad, 8/17/37, k»03 9/h/S ' 10/5i*, 7.8| $U S 13*5« TABLE E=2 { continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDEQLOGIC UNIT (Depths to water in feet measured from reference point) 29S/10E«=25C1'="— Reference point—top of access pipe 5 elevation 30 feet. 500 feet south of UcSo Highway 1*66 and 900 feet east of State Highway 1„ NE J Cayucos Quad,, 9/2/53 , 15.1.? 9/2/53 , X8„l P* 29S/IQE=2502°-Reference points- top of access pipe., elevation 20„6 feeto I4OO feet south of U.So Highway iU66 and 150 feet west of State Highway 1 NE i Cayucos Quad, 9/2/53 , 17 oO ?$ Xl/12/53* 19=8 Pj 3/10/ $k 9 12 . h° 29S/lOE=25Ll-=Reference point— top of casings elevation 2Q„0 feeto 1*0 feet west of Stat,e Highway 1 at Little Morro Creek Road junction,. SE ^ Cayucos Quadc 9/W53, 3.I3 11/12/53, 7.5s 3/10/51*, 5<>3j> 11/19/5U, 5.6,, 29S/11E~6J1= -Reference point— top of wooden casing., elevation 250 feeto 2„6 miles northwest of State Highway 1 on Toro Creek Road 5 O08 mile east of read on farm roado W \ Cayucos Quado 8/27/53 fl 13olo 29S/llE°6Ll—Re£erenee point— top of easing, elevation 220 feeto 2o6 miles northeast of State Highway 1 on Toro Creek Road, 250 feet south of road„ NE \ Cayucos Quads 8/27/53 •> 15°3<> 29S/11E-9J1— Reference point— top of casing,, elevation 278 feeto i*o6 miles northeast of State Highway 1 on U»S. Highway 1|66 5 350 feet east of highway,, NE J Cayucos Quad* 9/k/S3 s 1*7.1* Pj 11/11/53 , 3U.7| 3/10/5U, 33. Oj 11/22/51*, 33o5« 29S/11E-9Q1- -Reference point—air gauge, elevation 260 feeto 1**5 miles north- east of State Highway 1 onU.S. Highway 1*66^ Ool mile southeast of highway NE \ Cayucos Quad, 9/V53, 31 oO P 29S/llE-17Al="Reference point°-hole in pump base^ elevation 210 feeto 3.3 miles northeast of State Highway 1 on U=S. Highway U66 5 300 feet south of highway. NE \ Cayucos Quado 9/2/53, 20 o 6| H/ll/53, 18. 9 J 3/10/51*, 18. lj ll/22/51* 5 19o2 29S/llE~19Gl-=Reference point—top of casing,, elevation 100 feeto 1.1* miles northeast of State Highway 1 on Highway 1466, 300 feet southeast of highway, NE J Cayucos Quado 9/2/53, 13. 3$ il/12/53, 9-3', 3/10/51*, 9°6o 29S/11E-19G2— Reference point— top of casing, elevation 100 feeto 1.2 miles northeast of State Highway 1 on U*S. Highway 1*66,, 250 feet southeast of highway. NE \ Cayucos Quado 9/2/53 5 52.6 P. B-63 TABLE E-2 I ,ed) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDBOLOGIC UNIT (Depths to water in feet measured from reference point) 29S/11E-19KI— Reference point— bot -' pomp base, elevation lOl.lj feeto io? miles northeast of State Highway 1 on Little Morro Creek Road 5 350 feet northwest on farm road* NE -5 Cayucos Quad 9/ k/$ 2.0 8/ ' LI 11/20/51*, 25.1* k) 1/Sk, 20.2 . 25o3 1/ 3/55, 21^.2 5/3l/51i 5 18oli 9/30/51*5 26.2 55, 23.3 6/30/5^,, 23=5 11 :6.8 3/ 8/55 s 22.2 29S/llE°19K2-°Referenue point— bottom of pump base, elevation 101.1 feet, 1,7 miles northeast of State ly 1 on Little Morro Creak Road., 300 feet northwest on farm road, NE -| Cayseos Quad, 9/l*/53, 22. 1| l*/l/51*, 19.6| 6/30/51*, 22.8j H/20/SU M ■ V55, 23,6, 29S/ilE~19Ll~~ Reference pointers lot in casing,, elevation 109.0 feet, 1,7 miles northeast on State Highway 1 en Little Monro Creek Road, 0.2 mile north on farm road. NE \ Cayacos Qv. 9/ l*/53, 35,0 8/ 1/51* 3 1*9*5 '20/51*, 36,0 h; 1/51*, 33,8 9/30/51*5 35*2 1/ 3/55, 35*7 5/31/51*, 32.5 0 feet, lol miles north of State Highway 1 on Little Morro Creek Road, 0.1 mile northwest of roado NE \ Cayucos Quado 6/26/16, 17 »6 6/15/53, 27.3 P 3/10M, 26.3 3/11/53, 26c P 6/22/53, 2JU-7 I4/ 1/51*, 20 . 8 3/17/533 22.0 6/29/53, 22.0 5/ 3M, 20.2 3/23/53, 25o2 P 7/ 6/53, 28o6 P 5/31/51*, 22.0 3/30/53, 20 5 7/13/53, 28 oO P 6/30/51*, 23.6 k/ 6/53, 22o9 7/20/53, 25 2 8/ I/5I4, 30o3 U/13/53, 21o2 7/28/53, 25*1 9/ 1/51*, 30.2 li/20/53, 20.0 8/ 3/53, 26.9 9/30/51*, 33<>2 li/27/53, 18 08 8/10/53 30ol P 11/ 1/51*, 37 08 5/ l*/53, 20c 6 8/17/53, 28o 9 11/20/51*, 37 .0 5/11/53, 22.9 8/2li/53, 28 .1 1/31/55, 27 3 5/18/53, 26.2 8/31/53, 28.6 3/ 8/55, 2li,8 5/26/53, 20ol 9/ 8/53, 29 ol 11/18/55, 35^8 6/ 1/53, 20oii 9/1 V53. 28 oO 11/28/56, 31*3 6/ 8/53, 22.0 29S/11E=32J1=- Reference point— top of 2=inch pipe, elevation 36.5 feet. 0.2 mile west of San Bernardo Creek Road on State Highway 1, 0.2 mile south of SE \ Cayucos Quad* highway on dirt road 3/ 6/53, 11.5 8/ 3/53, 18 V 6/53, lie 7 8/17/53, 5/ h/53 5 H06 9/1U/53, 6/ 1/53, 12.0 3/10/51*, 6/29/53, 12.8 5/31/5 ii, 7/13/53, 18.3 P 18, 18, 9 2 ■ 7 17*5 17*0 I80O 9/ 1/51*, 13*1 10/31/51*, 18.8 P 11/18/5U , 12 ol 1/ 3/$5, 12.1 1/31/55, 11*8 3/ 8/55, 18*0 P 29S/llE-32J2== Reference point—top of casing, elevation 3l*»6 feet. 0.2 mile west of San Bernardo Creek Road on State Highway 1, 0.1 mile south .of highway. 200 feet west of Well J3* SE \ Cayucos Quad. 9/ll*/53, 16.6 P; 11/18/52, 8.2.? 3/11/51*, 7*5j It/19/51*, 8.3* 29S/ilE°32J3=" Reference points- top of casing, elevation 39 feet. 0.1 mile west of San Bernardo Creek Road on State Highway 1, 0.1 mile south of highway. SE \ Cayucos Quad. 9/ll*/53, 13. 2 j 11/18/53, ll.Oj 3/11/51*, 10*5 j 11/19/51*, 9.1o 29S/llE°32Kl<=°Reference point— top of casing, elevation 35 feet. 0.2 mile west of San Bernardo Creek Road on State Highway 1, Qo2 mile south of high- way, 100 feet west of dirt road. SE \ Cayucos Quad. 9/k/$3» 8.9f 11/18/53 7oi*. E=65 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HIDROLQGIC UNIT (Depths to water in f set measured from reference point) 25>S/HE«=32MI~~Reference point°-top of casing, elevation 1$ feeto 1.0 mile west of San Bernardo Creek Rdad on State Highway l s 0«2 mile south on Baywood Park Road., 3>0 feet east of road* SE \ Cayucos Quad. 11/18/53 30 o 5 . P5 3/LO/51a, 7olc 29S;llE-32M2=«=Referenee point-°top of casing, elevation 16 „1* feeto 1.0 mile west of San Bernardo Creek Read on State Highway 1. 0=2 mile south on Baywood Park Roadc, liOO feet east of roado SE \ Cayucos Quado 9/18/53 5 18 063 3/10/5 h s 6»9| ll/l?/51i 5 8.O0 29S/llE=33Cl-~ Reference point—top of wood planks under pump, elevation 70.8 feeto 0»2 mile north of State Highway 1 and Qd mile east of San Bernardo Creek Roado SE J Cay Quad, 11/18/53, 13.1^ 3/11/514, 13-3$ 11/19/51*, lijoOo 29S/11E-=33E1=- Reference points top of masonry casing a elevation 45 «9 feet. 100 feet south of intersection of State Hxghway 1 and San Bernardo Creek Roado SE \ Cayacos Quado 9/lV'5 5 <- 23. 6j 11/18/53? 19»3j 3/11/51*, 18.5$ ll/l9/5a, 2O08. 29S/llE-33Pl="=Reference points-top ig 5 elevation 51.6 feeto = 5 mile east of San Bernardo Creek Read on State Highway 1, 0.2 mile south of highway on dirt roado SE % Cayucos Quad. 9/18/53* 19.8s 11/12/533 13°5l 11/18/53, 13 08 1 j/JJ/flH 12 .5 j 3 >k s 11* « 29S/11E-31*N1— Reference point—top of casing., elevation 81*. 3 feeto 0.1 mile south of State Highway 1 at Banning Schools 0,1 mile west of dirt roado SE \ Cayucos Quad., 11/18/53? 21,75 $h 9 21.5.5 11/19/51** 20.5 P« 3CS/l0E°13Glc= -Reference point°<=top of casing, elevation 20 feet. C.6 mile north and 0.5 mile west of southeast corner of section. SE \ Cayucos Quad, 10/2/51** 12.3s 11A9M* 11.0. 30S/.HE°''lBl-=-Refer8nce point— top of casing 1 foot below ground surface (north side)., elevation 50 feeto 0.3 mi and 0o? mile west of the Banning Schooio SE i Cayucos Quado 9/II1 2.3$ 11/18/53, ..l/l9/5i* 5 18.5. 30S/llE='iB2-<=.Ref erence point— top of casing s elevation 57.1* feet, 0.3 mile south and 0.7 mil© west of Banning School. SE^- Cayuces Quad. 11/18/53, 2.1 8/ UA9/51*. 2.8 3/11/51*. 2,7 $k, 3,5 1/ 3/55, 3.7 5/3l/51* s 3o9 9/30/51*. 3*7 3/ 8/55, 3*0 6/30/51*. 3-5 11/ l.M 5 3c 2 E-66 TABLE E»2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT to water in feet measured from reference point) 30S/ilE-7KI«"Reference point— top of easing, elevation $0 feet° Approximately k miles south of town of Marro Bay at southwest corner of Santa Ysabel and 9th Street o SE \ Cayucos Quad* 10/2/51^ 2it o 0| ll/l9/5a, l*3o0| 11/18/55, k3»$?. ll/27/56 5 k2e6o 3CS/11E-7N 2- -Reference points- top of casing, elevation 15°9 feet* Approxi- mately 250 feet south of intersection of 3rd Street and Elmorro Street on west side of 3rd Street. SE J Cayucos Quado 11/19/51*3 k°2. 3QS/llE°7Q2— Reference point— top of casing,, elevation 25 feet At the southeast corner of intersection of 8th and El Morro Streets . SE \ Cayucos Quad. 10/2/52i 5 2k.li 30S/llE°16NI —Reference point—top of casing s elevation 62 » 3 feet. 1 mile east along Los Oses Road 5 thence north Q.k mile along dirt road,, o l mile east of road., 0.1 mile east and 300 feet north of southwest corner of s ection . SE J C ayucos Qmd . 11, . ' , Q,9» 3/11/& » 8 „ 3 | 11/20/5 U, 11.0 • 30S/llE°17Al— ^Reference point— notch in top of casing on east side of purnp^ elevation 25 feeto O.li mile east along Los Osos Road from Sunnyside School, thence north 1.1 miles along dirt road, 0o2mile west and 0»2 mile south of northeast corner of section SE \ Cayucos Quado 11/17/53 s 8.7| 3/ll/5k 9 7.8 1 11/19/51, 80 8 , 30S. 11E-I7B1— Ref erence point— top of casing, elevation 21.7 feet. Q*k mile east along Los Osos Road from Sunnyside School,, thence north lol miles along dirt road, Co 3 mile west and 0o2 mile south of northeast. corner of section. SE i Cayucos Quado 11 A 7/53 5 6„3j I %, 5^0.? 11/19M. 5*5. 30S/llE=17Hl— Reference point—fmriTow in concrete base at northeast corner of pump,? elevation 25.1 feet. Qolj mil® east along Los Osos Road. from Sunnyside School , thence north 0.9 mile along dirt road, 250 feet east of road. SE \ Cayucos Quado 11/17 '53 , 11. 8s 3/11/5U, 10. 83 n/l9/5U, 29.0c 30S/llE«=17H.°'=Referenae point— top of casing, elevation 170 feet. 300 feet north of road at Sunnyside School. SE ^ Cayucos Quad,, 11/18/53, 22.1|j 3/11/51^ 22.3 = 30S/11E-17R1— Reference point—top of casing* elevation 73°1 feeto Easterly O.u mile along Los Osos Road, thence O.ij. mile northerly along dirt road., 100 feet east of road. SE ^ Cayucos Quado 11/17/53$ 20.93 3/11/5 lb 15«7. 30S/llE-::eGl-=Ref erence point—slot in flange , elevation 75 feet. 0°5 mile west and O.li male south of northeast corner of section* SE \ Cayucos Quad. 10/2/5 lb 16.8| $h 9 18 o5. E-67 TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGTC UNIT (Depths to wate/' in feet measured from reference point) 30S/llE-l8Pl"°Reference point— top of casing 9 elevation 125 feet. 0,2 mile north and a \i mile east of southwest corner of section,, 180 feet north of roado SE J Cayucos Quado . Il/l9/$k s llo$o 30S/llE=>l8QX<==Reference point— top >f asing. eleTation 130 feeto 0.7 mile westerly along Los Osos Road from Sunnyside School,, east of Los Osos Valley Electric Company. SE \ Cayucos Quado 11/1,8/535 78.0?, 3/11/51*$ 75.53 11/19/52*^ 83 »1. 30S/llE-20Dl-«=Referenoe point— bottom of p,:mp base, elevation 190 feeto 0.2 mile westerly along Los Osos Road from Sunnyside School 3 100 feet south of road. SE \ Cayucos Q^ado 9/2k'$h, 31 S H/19/51* s 30o 3QS/llE=20Gl°-Reference points-horizontal cut in casing (on west sid©) 5 elevation 101. 2* feet* o 3 mile west and Q°k mile south of northeast corner of section o SE J Cayucas Quad* i: \ s 39.1*J 3/11/51*, 39.3." 11/2/51*9 1*6. 5 « 30S/llE=20Hl=»Beference point— top of casing^ elevation 95 feet. 0.5 mile south and 0.2 mile west of nortxxeas ler of sections 0.2 mile south of road. SE \ Cayucos Quad, 11/17/53 I f 9x» 16„3* 11/20/51** 2l*.5e 30S/11E=20J1 —Reference point"-top of casing <, elevation 97 .2 feeto 0.6 mile easterly along Los Osos Road from Sunnyside School, then Q»5 mile south. SE \ Cayucos Quado ll/l7/53 5 28.9i $h, 19. 7| ll/20/5i* s 31-5- 3QS/llE=2QJ2~°Reference point—hole inside pump frame at bottom of pump 5 elevation 100.6 feeto 0o2 mile west and Qolj mile north of soutneast corner of section^ 250 feet west of Well Jl. SE \ Cayucos Quad. ll/l?/53<, 32.5s 3/11/5U* 22o5^ ll/20/51i 5 38. '.^ UE<=20K2<-=-Ref9rence poi; le in west side of casing., elevation 103. 5 feeto $*} mile west and n e h mile north of southeast cos-ner of section. SE z Cayucos 11/17/53 s 35-3 o9 11/ 1/Sh, 50o5 3/ll/51i<. 25«2 UuO 21/19/5U, 39o0 5/ 3/$h, 2? 2 9/ l/51* 5 1*2.5 3/ 8/51*, 28.9 5/31/51* , 31.9 '&, 1*6 30S/HE°20L1'=-Reference point— top of casing, elevation 180 feet. 0.3 mile north and 0.1* mile east of southwest corner of section. SE \ Cayucos Quad, 11/17/53* 62.2*; 3/H/5i* 5 51*-0j ll/2/51* 5 72.5c 30S/11E=21D1—Reference point— hole inside of easing., elevation ?8.7 feet* 0.1 mile south and approximately 200 feet east of northwest corner of sectionc 0.3 mile north of Los Osos Road. SE \ Cayucos Quad. 3/30/5 3, 1*5-2 Pj 11/17/53] 26.6j 3/ll/51* 5 26. 'ih, 28. 2„ TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 30S/llE-21E!"»<=Referenee point— hole in pump base, elevation 75°1* feeto o Q mile east of Suhnyside School on Lea Osos Road 5 20 feet south of roado SE \ Cayucos Quad e 3/31/53, 75*8 P 8/17/53, 65.1* P 9/30/51*, 31**5 k/21/53, 8lc0 P 8/31/53, 36c9 10/ 3/5U, 59.0 P 5/25/53, 85.1 P 9/ 8/53, 36,8 11/20M, 22.0 6/22/53, 8l 6 P 11/17/53, 19.5 1/ 3/55, 20.3 7/20/53, 1*0,1 3/llM, 17o3 1/31/55, 19.2 7/28/53, 71.1* P 6/3Q/5U, 31.6 3/ 8/55, 18.0 8/ 3/53, 70.1* P 8/ 1/51*, 28.6 11/18/55, 32.6 8/10/53, 63^9 P 9/ 1/51*, 35. 3 11/27/56, 33.1 308/llE-21Jl=°Reference point«°access pipe in concrete pump base, elevation 1*7.2 feeto 0o5 mile north and Ool mile west of southeast corner of section 9 25 feet south of Los Osos Roado SE \ Cayucos Quad* 3/31/53, 1.8$ 11/17/53, 1.1*5 3/llM, 3.6, 3QS/llE«=22Ll° "Reference point==l-=inch hole in east side of pump base, elevation i^loO feet, 0„5 mile north and 0c5 mile west of southeast corner of section,, 0»2 mile north of Los Osos Roado SE \ Cayucos Quad* 11/17/53 9 Q*9° 3/llM, 9.2| 5/31/51*, 9.0j 8/1/51*, 1Q.5j 11/20/51*, 9.1*o L2E»29Ml-~Reference point—top of crib, elevation 150 feet„ 0„k mile north and 0o2 mile east of southwest corner of section.. 0*3 mile south- westerly of Stowe Schools SW \ San Luis Obispo Quado 11/13/ 53, 10*0; 3/11/51*, 5*ls 11/23/51*, 9.0c '$ 30S/12E=29M2=-Reference point—top of casing, elevation 150 feeto 0*3 mile north and o 2 mile east of southwest corner of section, Q°k mile souths westerly of Stowe Schools SW \ San Luis Obispo Ouado 11/13/53, 9.1*1 3/11/51*, $o$% II/23/5I4, 10o2o 30S/12E<=30N1=-Ref erence point—top of wooden crib, elevation 170 feeto 0»2 mile north and o 2 mile east of southwest corner of section, 350 feet south of Los Osos Road SW \ San Luis Obispo Quad* 11/16/53, 12.83 3Al/5U, 5. 9 J 11/23/51*, ll»5o 30S/12E- 3 2J1== Reference point<=»w£,ter return hole, elevation 130 feeto 0,2 mile west and Colj. mile north of southeast corner of section, 25 feet north- east of Los Osos Roado SW \ San Luis Obispo Quado 3/31/53 » 7.1 | 11/18/53, 1U.0.S 3/11/51*, 9.9s 11/23/51*, 13.5. 31S/'l2E-lNl° -Reference point—hole in pumphouse floor, elevation 190 feet* 0o2 mile north and 0«2 mile east of southwest corner of section,, 25 feet northeast of Edna Road, SW \ San Luis Obispo Quado 5/23/53, 8o9f 11/18/53, 2.7s 3/12/51*, 1.6? ■"■-■, i* E~69 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/12E<=1N2- -Reference point— edge of pit, elevation 190 feeto 0.3 rrile north and Q«3 mile east of southwest corner of section, 35 feet northeast of Edna Road. SW \ San Luis Obispo Quado 5/23/53, 2.8 31S/l2E=2Kl~°Ref erence point=-top of box, north side., elevation 170 feeto Ooii mile north and Q°k mile west of southeast corner of section. SW \ San Luis Obispo ©uado 5/23/53$ l8oQ 31S/ ; 12E-2Ql-«Ref erence point— top of covering over pit,, elevation 160 feet* 0o3 mile west and Q.2 mile north of southeast corner of section^. SW \ San Luis Obispo Quad. 11/18/53, 6.0j 3/12/51*, k>^l 11/20/51*, 8 = 8, 31S/12E-=3A1— Reference point—hole inside pump base, elevation 1,60 feeto 0.3 mile west and Q.l mile south of northeast corner of section, on west side of highwayo SW \ San Luis Obispo Quad. l*/l/51*, 16.0. 31S/12E=3N1= -Reference point-~top of casing, elevation 125 feeto o 2 mile north and 0.1 mile east of southwest corner of section? 0.5 mile south- easterly of Laguna School . SW \ San Luis Obispo Quad* ll/i6/53, 7°1° 3/l2/51i 5 6 lj 11/20/51*, 7ol. _2E-3N2— Reference points-hole next to air line, elevation 125 feeto 0*2 mile east and 0.2 mile north of southwest corner of section, 0.3 mile west of U.S. Highway 101. SW \ San Luis Obispo Quado 11/ 16/53 , 7«2| 3/12/51*, l*.7| 11/23/5U., 7.0. 31S/12E°3P2— Reference point°~hole in west side of casing., elevation 125 feet. 0.1 mile north and 0o3 mile east of southwest corner of section, 100 feet west of highway patrol station on U.S. Highway 101. SW \ San Luis Obispo Quad. 3/27/53, h°3 11/16/533 7*0 9/30/51*, 7.1 V'27/53, ho9 2/ 5/51*, 6.2 10/31/51*3 7.2 5/25/53, 7*8 3/12/51** 1*.8 13/20/51*, 7.0 6/22/53, 6.7 6/ 1/51*, 6.0 1/ 3/55 s 6.1 7/28/53, 7.3 6/30/51*, 5.6 1/31/55, l*-9 8/2V53, 6o9 7/31/51*, 6.6 3/ 8/55, ho9 8/31/53, 8.7 9/ 1/51*, 6.6 3IS/l2E~i*Ki— -Reference point—top of casing, elevation 130 feet, 1 mile southwest of San Luis Obispo in field by Laguna School, SW \ San Luis Obispo Quad. 6/ 2/36, 11*. 3 11/13/53; 18.1 11/18/55, 20o7 6/26/1*5, 20.8 3/12/51*, 12o3 11/27/56, 18.5 E=?0 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/12E-1GG2— Reference point—hole in concrete base, elevation 125 feet. X<>3 miles northeast along old UoS. Highway 101 from junction of highway with U.So Highway 101 s 0o2 mile east on dirt road s 200 feet north of road. NW \ Arroyo Grande Quado 6/22/53, 13.U 3/11/54, 12.6 11/19/55, 23.1 11/18/53, 15 ol* 4/ 6/54, 10.7 11/27/56, 17.9 31S/12E=11H1— Reference point— =base of metal platform 5° 8 feet below ground surface, elevation lid* feeto 0o5 mile north and 100 feet west of southeast corner of section*. NW J Arroyo Grande Quado 5/28/53, 1*°2| 3/H/5U, 2.0| 11/20/51*, 8.6 31S/12E«=12J1— Reference point—top of casing, elevation 200 feeto 0.1 mile west and 0„5 mile north of southeast corner of section,, Q°3 mile northeast of Edna Road* NW \ Arroyo Grande Quado 6/15/53, 21. 7| 11/18/53, 12.35 3/ll/5li 5 13o0 ? 11/20/51*3 I5o5o 31S/l2E=12J2==Reference point— top of casing., elevation 200 feeto 0,1 mile west and Ooij. mile north of southeast corner of section* 0.2 mile northeast of Edna Soado NW \ Arroyo Grande Quado 6/15/53 , 2l*o3« 3IS/l2E°13Cl==Reference point— edge of wooden pit lining., elevation 150 feet. 0.3 mile east and 0.2 mile south of northwest corner of section* 0„1 mile southeast of East Santa' Fe Schoolo NW \ Arroyo Grande Quado 5/28/53, 5°3. 31S/12E°lliAl«=- Reference point-<=base of pump flange* elevation 150 feet. East Santa Fe School ground west of schoolhouse ,, NW \ Arroyo Grande Quado 5/28/53, 33*9? 11/18/53, 37°7 P. 31S,/12E-=li*Cl---«=Reference point—top of pipe in base* elevation 135 feeto o 7 mile west of intersection at East Santa Fe School along road and 11 feet south of roado NW \ Arroyo Grande Quado 3/28/53, 12.6 3/11/51*, 13.5 11/19/55, 16.6 11/11/53, I5c3 ll/20/51* 5 15.5 11/27/56, 15«5 31S/l2E-l5E3U~Refer8nc9 point —edge board side of sump* elevation 85 feeto 0.5 mile north and 0ol mile east of southwest corner of section. NW \ Arroyo Grande Quad. 5/12/51*, 2 o 0j 11/20/51*, 1.7e 31S/12E-15HX"- Reference point— top of well covering* elevation 95 feet. 0.1 mile west and 0.2 mile south of northeast corner of sections, 200 feet north of side roado NW \ Arroyo Grande Quad. 6/22/53, 11.5 J 11 A 8/53, 12. 65 3/11/51*, 11.8$ 11/20/5U, 12o6o E ' 3/27/53, 7»3 V27/53, 7.1 5/25/53, 7o6 6/22/53, 8.0 7/28/53, 22.9 8/2l*/53, 8o2 8/31/53, 7c9 TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/l2E»28CI<=°Reference point—top of casing,, elevation 1*5 feet. 0.5 mile west and 0.2 mile south of northeast corner of section, 200 feet west of road. KW| Arroyo Grande Quado 5/6/51*, 7°0$ 11/20/51*, 8.7. 31S/12E-28N1— Reference point~=top of casing, elevation 1*0 feet. 0.5 mile north of Santa Fe School on U.S. Highway 101 s 15 feet west of highway, approximately 3 miles north of Shell Beacho NW \ Arroyo Grande Quado 11/19/53, 8o5 10/31/5U, 8,3 3/H/5U, 7*7 H/2UM, 8.1 6/ 1/5U, 36.0 P 1/ 3/55, 7°9 6/30/51*0 10.8 1/31/55, 6.8 7/31/51*, 7.8 3/ 8/55, 6.6 9/ 1/51*, 8.3 11/19/55, 8.6 9/30/51*, 8.0 11/27/56, 8c9 31S/l2E°28P2<= -Reference point-=top of casing, elevation 1*0 feet. Approxi- mately 0.5 mile north of Santa Fe School,, 0-3 mile east of U»S. Highway 101 o NW \ Arroyo Grande Quad. 11/20/51*, 6.7. 31S/l2E»33El°'=Reference point— floor of pump house ? elevation 32 feet. o l mile east and 0.3 mile south of northwest corner of section. NW \ Arroyo Grande Quado 3/27/53, 6.1*1 U/19/53, 7.2$ 3/11/51*, ho9i 11/20/51*, 8.5. 31S/l3E=6Kl==Reference point°-hole in floor of pump house, elevation 3^0 feeto 0.5 mile west and 0.1* mile north of southeast corner of section. SE \ San Luis Obispo Quado 5/21/53, 6.9s 11/19/53, 9°8| 3/11/51*, 6.0| 11/19/51*, 10.6, 31S/l3E°6K2=°Reference point— top of wooden planking over pit,, elevation 330 feet. 0.1* mile west and 0.1* mile north of southeast corner of section. SE \ San Luis Obispo Quad. 5/21/53, 3*0. 31S/13E~6L1— Reference point— top of wooden cover over brick=lined pit, elevation 350 feet. 0.6 mile west and 0.1* mile north of southeast corner of sectiono SE J San Luis Obispo Quad. I*/2l*/53, 8.78 5/21/53, 15»1*» 32S/13E-7M1— Reference point— slit in planking, elevation 230 feet. 0.1 mile east and 0*3 mile north of southwest corner of section., 0.1* mile northeast of Edna Road. NW \ Arroyo Grande Quad. 5/28/53, l*»7l 11/19/53, 5*2 j 11/19/51*, 6.6. 31S/13E-8F1— Reference point— top of casing, elevation 290 feet. 0.1* mile east and 0.6 mile north of southwest corner of section. 0.2 mile northeast of Orcutt Road. NE \ Arroyo Grande Quad. 5/21/53, 9°7| 11/19/53, H.2| 3/11/51*, 8.5j 11/19/51*, 11.7. E=72 TABLE E°2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/I3E~9M1=- Reference point— top of wooden pit cover., elevation 395 feeto 0»2 mile north and 0<>3 mile east of southwest corner of sect ion , on west side of road* NE \ Arroyo Grande Quadc 5/21/53, 7o0^ 11/19/53, 6» 6j 3/10/5U, 6o6| 11/19/51*, 9 o8* 31S/13E-16EL== Reference point— top of 2-inch pipe 5 elevation 31*0 feeto o 5 mile south and 0»2 mile east of northwest corner of section^ Ool* mile east of Independence School,, NE \ Arroyo Grande Quado 5/2 7/53 , 21 5° 31S/13E~l6E2— Reference point— =slit in floor of pump house s elevation 31*0 feeto 0o5 mile north and 0„2 mile east of southwest corner of section,, o JU mile east of Independence School „ NE \ Arroyo Grande Quado 5/27/53, 25»2* 31S/13E=16N1— Reference point—top of casing 3 elevation 325 feeto 0»k mile south of Independence School on Orcutt Road, o 2 mile northeast of road„ NE ^ Arroyo Grande Quads 3/28/53, 13.3 11/19/53, 1*3.5 10/30/51*, i*l*o 2 l*/23/53, I6c7 3/10/51*, 21.1* P 11/19/51*, U5.8 5/22/53, 20o6 6/ 1/51*, 17o0 1/ 3/55, 1*5-2 6/22/53, 23.0 7/ 1/51*,' 21o8 1/31/51*, 28o3 7/25/53, 30o8 7/31/51*, 29*2 3/ 8/55, 17-5 8/21*/53, 35=3 9/ 1/51*, 37.0 P 11/19/55, 53.1* 8/31/53, 36ol 9/30/51*, a. 5 11/27/56, 52o9 31S/13E?»17Q1 ^Reference paint— slit in platform beneath pump base^ elevation 300 feeto 0»3 mile south of Independence Schools o 2 mile west and 0»2 mile north of southeast corner of sectiono NE \ Arroyo Grande Quad» 5/27/53, 18ol| 11/19/53, 2l„5^ 11/19/51*, 2lo5. 31S/13E-18D1— Reference point— edge of slit in board cover 5 elevation 205 feet 0o2 mile south and 0.1 mile east of northwest corner of section 9 0„3 mile southeast of East Santa Fe Schoolo NW J Arroyo Grande Quado 5/28/53, 6o9j 11/21J/53, 3o\xi 3/11/51*, U.3s 11/19/51*, 12o8 31S/13E-19A1— Reference point—top of casing, elevation 260 feeto 3«6 miles southeast from Orcutt Road junction along Edna Road,, 0.2 mile south and 0„2 mile west of northeast corner of sectiono NE \ Arroyo Grande Quado 5/27/53, 11*.2. E= TABLE E=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL ITiDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/13E-19H1- -Reference poi mile northwest of Edna on Arroyo Grande Quado 3/28/53, l6.0 4/28/53, 15.8 5/25/53, 14.7 6/22/53, 3^o 9 P 6/21/53, 19-8 7/28/53, 32.4 P 8/ 3/53, 29=6 P 8/10/53, 33*9 P 8/17/53, 1808 nt— hole in pump basi Edna Road, 0.2 mile 8/24/53, 21 06 8/31/53, 17.3 9/ 8/53, 18.1 II/23/53, 19-7 P 2/ 5/5^, 16.8 3/10/54, 16 . 5 4/ 6/54, 15*9 6/ 1/54, 15.2 7/ l/54 5 16.2 s, elevation 263 feet. 0*9 northeast of roado NE 1/4 7/31/54, 31.0 P 9/ 1/54, 19=1 9/30/54, 19.2 11/ 1/54, 18.0 1/ 3/55, 18.5 1/31/55, 17.6 3/ 8/55, 1605 H/19/55, 23«5 11/27/56, 19.0 31S/13E-19H2— Reference point— top of casing, elevation 260 feet. 3.8 miles southeast from Orcutt Road junction along Edna Road, thence across railroad tracks about 0*2 mile, 0.3 mile south of northeast corner of section. NE l/4 Arroyo Grande Quad, 5/27/53, 28,0; II/23/53, 14*3; 3/10/54, 14.0. 31S/13E-1SM1— Reference point --top of casing, elevation 210 feet. 3.0 miles southeast from Orcutt Road junction along Edna Road, thence about 0.7 mile southwest along dirt road, 0.5 mile south of northwest corner of section. NW 1/4 Arroyo Grande Quad. 5/27/53., 6.2; 11/24/53, 6.5; n/19/54, 7-8. 31S/13E-20B1— Reference point— hole in side of casing, elevation 312 feet. 0.3 mile west and 0.1 mile south of northeast corner of section, 30 feet south of road. NE 1/4 Arroyo Grande Quad* 3/28/53, 21.3; 11/23/ 53* 29.9; 3/10/54, 29-1; 11/19/54, 31.8. 31S/13E-20N1 —Reference point—hole in pump base, elevation 255 feet. 0«3 mile north and 0.2 mile east of southwest corner of section, 0.2 mile north- east of Edna Road. NE 1/4 Arroyo Grande Quad. 6/24/37, 3.0; 6/19/46, 20.5; 11/13/53, 15. 0; 3/9/54, 13. 1; 11/19/54, 15.8. 31S/13E°27D1~ Reference point—top of casing, elevation 33Q feet. 0.1 mile south and 250 feet east of northwest corner of section, northeast side of Orcutt Road. NE 1/4 Arroyo Grande Quad. II./13/53, 42.9; 3/10/54, 34.6. 31S/13E-27D2-- Reference point—top of cribbing, elevation 300 feet. 0.3 mile south and 0.2 mile east of northwest corner of section. NE l/4 Arroyo Grande Quad. II/13/53, 24.7; 3/10/54, 15.6; 11/19/54, 22.9- 3 IS/ 13E-28J1— Reference point— under pump base, elevation 270 feet. 0.3 mile north and 250 feet west of southeast corner of section. NE l/4 Arroyo Grande Quad. 11/13/53, 38. 1; 3/10/54, 14.3. E-74 TABLE E-2 (continued': DEPTHS TO GROUND WATER AT MEASUREMENT WELLS TM HAASl'l x« COASTAL HYBRQLOGXC UNIT (Depths to water in feet measured from reference point) 31S/13E-29F1— Reference point—top of casing, elevation 227 feeto 0.^ mile south and 0.4 mile east of northwest corner of section, 15 feet west of highway. NE l/4 Arroyo Grande Quad. 3/28/53, flowing 5/ 6/ '54 , flowing 9/28/54, 0.0 li/23/53, flowing 8/28/54, flowing ll/l9/5^, flowing ring 3/ioMi 31S/l4E=27El— Reference point— top of easing, elevation 468 feeto 1.2 miles east of Santa Manuela School along north valley road, then Co 5 mile north- east along farm road. NW l/k Nipomo Quad. 9/11/52, 8.4j 3/24/53, 6.3; 11/23/53, l^o2| 3/10/5^, 8o0| 11/19/54, 17.0. 3IS/1UE-28RI— Reference point— top of casing, elevation 440 feeto At north end of north valley road in county park* NW l/k Nipomo Quad* 9/ll/52, 11. 2 j 3/24/52, ic. 9i 11/23/53, 11-Oi 3/10/53, 11.0. 31S/14E-3IKL— Reference point—top of casing, elevation 342 feet. 1.1 miles northeast of Orcutt Road on north valley road, 4-50 feet south of road. NE l/k Arroyo Grande Quad. 11/9/5©, l6.8j 3/24/53? 8.1; 11/23/53, 10°0; 3/10/54, 8.0) 11/19/5^, 17°5« 31S/l4E~31Ll— Reference points -top of wood lining miles northeast of Orcutt Road on north valley NE l/4 Arroyo Grande Quad. 11/ 9/50, 16.9 7/27/53, 11» 9 4/ 3/51, 11.8 8/ 3/53. 11.9 U/19/51, 16.3 8/10/53, 12.3 4/ 6/52. 10.6 8/17/53, 12.2 9/10/52, 12.3 8/24/53, 12.2 3/24/53, 12.0 8/31/53, 12.2 4/28/53, 12.2 9/ 8/53, 12.2 5/25/53, 11.8 11/23/53, 13.0 6/22/53, 12.0 , elevation 336.3 feet. 1.1 road, on south side of road. 7/ 1/53, 11.8 7/ 3M, 12.4 9/ lM, 12.5 9/30/5^, 13.0 10/30/54, 13.7 1/ 3/55, 1^.9 8/ 8/55, 12.0 11/27/56, 13.9 31S/l4E-31Nl— Reference point— air line gage, elevation 340 feet. 1.2 miles northeast of Orcutt Road on north valley road, 25 feet south of road. NE 1/4 Arroyo Grande Quad. 9/10/52, 38. 0. 31S/14E-32G1— Reference point— top of casing, elevation 420 feet. 20 feet south of road, 0.4 mile west and 0.3 mile south of northeast corner of section. WW l/4 Nipomo Quad. 9/10/52, 22 08 3/24/53, 16.9 11/ 9/50, 45.4 4/ 3/51, 19.3 11/19/51, 52,3 4/ 6/52, 16.0 11/23/53, 35.0 3/10/54, 11/19/54, 3/ 8/55, 17.3 31.0 17.8 E-75 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 31S/li4E°32G2-= Reference point— top of casing, elevation 365.5 feeto 0o2 mile east of Arroyo Grande Creek bridge on north valley road, 300 feet south of roado NW \ Nipomo Quad*, 9/10/52, 20*9 k/ 7/51*, 17 cU 1/31/55, 33 . 8 3/2l*/53, 17 . 8 6/ 1/514, 19° 3 1/31/55, -22.8 3/10/51*, 17.9 7/ I/A, 23o2 3/ 8/55, 18.1 31S/lljE-33Bl— Reference point— top of wooden supports , elevation 398.6 feetc 100 feet north of north valley road 5 1*7 miles east of Lopez Canyon roado NW \ Nipomo Quad 8/l6/38 s 27o9 P h/ ^/Sh, 7.7 11/19/51*, 12.0 9/13/50, 17.0 P 7/ 1/5U, 10.2 1/ 3/55, 11. U 9/11/52, 10.2 7/31/51*, 15.2 1/31/55, 10.U 3/2li/53, 11.2 9/ 1/51*, 17.5 3/ 8/55, 10. 1 11/23/53, 12 .0 9/30/51*, 15.5 7.9 11/ 1/51*, 13 cO 31S/114E-33D1— Reference point—top of casing 9 elevation I4I8 feet. In north* west corner of Santa Manuela School yard. NW \ Nipomo Quado 11/ 9/50, U6.7 V 6/52, 13.8 11/23/53, 36,7 3/51, 17.0 9/10/52 «, 22.1 3/10/51*, H*. 8 1*9.5 3/2V53, 11*.8 11/19/51*, ia..o 32S/l2E=l4Fl— Reference point—top of casing, elevation 100 feeto 0.5 mile south and 0.5 mile east of northwest corner of section, 250 feet west of U.S. Highway 101. NW J Arroyo Grande Quad. 5/6/51*, l*Qo2<> 32S/12E-I4KI— Reference point— top of boards around casing, elevation 110 feeto 0.3 mile north and O.I4 mile west of southeast corner of section,, on west side of U*S, Highway 101. NW \ Arroyo Grande Quad. 3/27/53, 1*3.1. 32S/12E=13R1°-Referenee point—edge of pump base under discharge pipe., elevation 9<>9 feet. 0.2 mile west and o 2 mile north of southeast corner of section,, 0.2 mile southwest of U.S. Highway 101. NW \ Arroyo Grande Quad 11/ 6/1*5, 2o5 7/ 1/51*, 15.0 9/30/51*, 7.2 i*/ 7/5U, h.$ 7/ 3/51*, 6o5 11/ 1/5U, M 5/ 3/51*, 6o2 8/31/51*, 5.3 3/ 8/55, h.$ 6/ 1/51*, 5.1 32S/l3E=lCi— Reference point— base of windmill pump (top of 8-inch by 8-inch timbers set on casing), elevation 305 feet. Approximately 0.5 mile north- westerly along Orcutt Road from north valley road junction, 150 feet south- west of Orcutt Road. NE \ Arroyo Grande Quad. 11/2U/52, 5.0$ 3/21*/ 53. 2.8$ 11/23/53, 12„5o E-?6 TABLE S=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/13E°lGl="=Reference point<=°pipe in concrete base, elevation 305 feet. Q.3 mile west and 0.3 mile south of northeast corner of section, 0„1 mile south of north valley road, on south side of creek . NE \ Arroyo Grande Quad, 8/15/38, 25.0 11/19/51, 20.5 3/10/51*, 33*5 6/ 9/U8, 27.6 3/2li/53, 22o6 11/19/51*, 23.1* 22o9 11/23/53, 21 06 32S/l3E=2Ei°»Reference point- -top of casing, elevation 370 feeto 0*3 mile south and Q.2 mile east of northwest corner of section*, o l mile northeast of Verde Schooic NE \ Arroyo Grarrie Quad. 3/25/53, 13»0j ll/21j/53, 21«6| 3/9/51*, 17.1*o 32S/13E°2E2-°Ref erence point~°top of wooden cover, elevation 350 feeto 0°!; mile south and 0.2 mile east of northwest corner of section, 0„1 mile south along Corbett Canyon road from Verde School on east side of roado NE \ Arroyo Grande Quad. 3/25/53, 5<>5° 32S/l3E-2E3~~Reference point—top of easing, elevation 360 feet. In Verde School yard near northwest corner of property. NE \ Arroyo Grande Quad. 11/19/51*, 28 6o 32S/l3E=2Ml=-=Reference point— top of wood planking on pit at 2- inch by 3~inch hole, elevation 370 feet. 3.3 miles north on Corbett Canyon road from Arroyo Grande, on east side of road Q 0.2 mile south of Verde Schools NE \ Arroyo Grande Quad. 11/28/52., 606s ' 3/25/53, 3.7* 32S/13E=2N1<="= Reference point~~top of wood cover at pipe hole, elevation 310 feet. 100 feet west of Corbett Canyon road, 0c6 mile south of Verde School,, NE \ Arroyo Grande Quad. 3/25/53, 13.1*1 ll/2l*/53 5 17. 2| 3/10/51*, l6.9j 11/19/51*5 H080 32S/ 13E-10E1='= Reference point— =top of concrete wall, elevation Ii50 feet. 0o3 mile south and 250 feet east of northwest corner of section, east of Carpenter Canyon road. NE \ Arroyo Grande Quad. 12/6/52, 7.7$ 3/26/53, ko9< 3 2S/13E°10J1<= -Reference point~<=top of concrete base, elevation 250 feet. Ooli mile north and 250 feet west of southeast corner of section, on west side of Corbett Canyon road. NE \ Arroyo Grande Quad. 10/28/52, 1»7, 3/27/53, 0.7j 3/9/51*, l»3j 11/19/51*, 0.5o 32S/l3E«=lIDl=-Ref erence point<=~top of ground at side of pit, elevation 290 feeto Go 3 mile south and 0«2 mile east of northwest corner of section, on east side of Corbett Canyon road. 11/28/52, 11.3j l*/lQ/53, $°h$ 11/2V53, 6.3i 3/9/51*, UoSi 11/19/51*, 6o8 E-77 TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference poinl 32S/l3E=12Cl=— Reference point—top of casing., elevation 271.0 feet, 0,8 mile south of junction of Orcutt Road and north valley road., kO feet south of valley roado NE \ Arroyo Grande Quado 11/ 9/50 V 3/51 27 oO (owner) 8/10/53 V 6/52 . I6o0 18,7 Hie 7 25.0 3M/53, 19o7 7/13/53, U5.8 7/21/53, l£.l 7/27/53, 29d4 8/ 3/53, 28 c8 8/2V53, 8/31/53, 9/ 8/53, 11/23/53, 2/ S/$hs 3/ 9M, 6/ l/$k s 1/ iM, 31 ol 33°6 38o3 31*2 3lto0 20o9 I8c5 !8o2 38.2 l»lo8 7/31/51*, 5o*o p 9/ 1/5U, 51*. 8 P 9/30/51i, 29.9 10/30/514, 26,0 11/19/51*, 22„0 1/ 3/55, 18,9 1/31/55, 18.1 3/ 8/55, 18.3 11/19/55, 23c3 11/27/56, 3U-5 32S/l3E-12C2==-Ref erance point—top of casing, elevation 260 feet, o 2 mile south and 0,Li mile east of northwest corner of section, NE ^ Arroyo Grande Quado 11/ 9/50, 15.7 k/ 6/52, 13.5 V 3/51, Hid 9/10/52, 2Zoh 11/19/51, 16o9 3/2h/53, 23.7 P 11/23/53, 19.8 3/ 9/$h, 17.9 32S/l3E~12F2—=Ref erence point—top of casing <, elevation 250.8 feet, 0.3 mile south and O.li mile east of northwest corner of section^ Orcutt Road. NE \ Arroyo Grande Quado 11/ 9/50, 10,7 9/11/52, 21 ol 11/19/51, 12 o 3 9/16/52, 20 o 5 V 7/52, 10.0 3/2 V53, 17.8 Lo2 miles south of 11/23/53, I8o0 3/ 9/5U, 15.8 32S/l3E-12Kl=<=Reference point—top of casing, elevation 260 feet. East side of Arroyo Grande Creek , north of Irroyo Grande, 0=5 mile north of Branch School^ 250 feet west of road, NE J Arroyo Grande Quad, 9/11/52, 2,0j 3/2V53, 2,0 a 32S/l3E~12K3="=Reference point— top of casing, elevation 270 feet, 0=6 mile north of Branch School, 25 feet west of roado NE ^ Arroyo Grande Quad, 9/11/52, Uo2.§ 9M/53, k*h* 32S/13E-12N1— Reference point— top of casing.. east and 0,1 mile north of southwest corner of section roado NE \ Arroyo Grande Quad* 11/ 9/50, 17.7 9/11/52, 23.0 V 3/51, 17.8 9/21/53, 31.1 11/19/51, 17o9 11/23/53, 22,9 V 7/52, 17.0 elevation 232«8 feet, Qo3 mile on southwest side of 3/ 9/51*, 2li.3 k/ 6/51* , 21,0 11/19/51*, 29.6 E~78 E=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HIDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/13E-=12Ql<=«=Reference point— top of casing 9 elevation 300 feeto Qok mile north of -Branch Schoc.1,, 0=3 mile west and 0o3 mile north of southeast corner of section^ 80 feet east of roado NE \ Arroyo Grande Quado 9/11/52, 18 6| 9/2h/$3 s 22o5o 32S/i3E~12Q2— Reference point—top of casingc, elevation 2JU5 feeto 0»3 mile north of Branch School in Irroyo Grande ¥alley and 600 feet west of road, along fence line toward Arroyo Grande Creeko NE \ Arroyo Grande Quado 9/16/52 5 12ol*| 3/W53, IU0O1 11/23/53, llioOi 3/9/51*, 12»6s 11/19/51*, 12o2„ 32S/l3E»12Q3=°Reference point— hole in pump base, elevation 238 o feeto Approximately k miles north of Arroyo Grande, on east side of jfirroyo Grande Creek, 0»1 mile north and 0o2 mile west of Branch Schoolo NE \ Arroyo Grande Quado '2U/53-, 1*7 o 3 P 8/31/53, 39.8 9/30/51*, U2.1* *7o8 P 9/ 8/53, UL*k 10/30/514, l*8o3 60Z 11/23/53, 23o5 11/18/51*, 27o5 \lol 3/ 9/51*, 25o3 1/ 3/55, 26,3 8/ 3/53, U0o2 6/ 1/51*, 37 -1» 1/31/55, 26o5 8/10/53, l*8o9 P 7/ 1/5U, l*0o9 3/ 8/55, 35*3 8/17/53, 33.7 7/31/51*, 52oii P 11/19/55, 21o5 8/2ii/53, 1*5.1 9/ 7/51*, 53o5 P 11/27/56, 2i*o8 3 2S/13E°13B1— Reference point—top of casing , elevation 260 feeto o l mile north and o l mile west of Branch School , south side of dirt roado NE \ Arroyo Grande Quado 9/11/52, 38oO P; 3/2i*/53, l*6oQo 32S/l3E°13Cl— Reference point— top of casing, elevation 260 feeto 0.1 mile northwesterly along road from Branch School , 35 feet southwest of road NE \ Arroyo Grande Quado 11/9/50, 21„2j U/3/51, 27»3? 11/19/51, 28oU| 7/52, 23o8j 9/11/52, 30o5c 32S/13E=13G2— Ref erence point— top of 2~ineh pipe in concrete base, elevation 2J4O feeto Ool mile northwesterly along road from Branch School, 1*0 feet southwesterly of roado NE ^ Arroyo Grande Quado 3/ 9/53, 57o3 P 3/2V53, 38o7 11/23/53, 2U.8 3/ 9/53, l*3o2 3/30/53, 1*5*1* 3/ 9/51*, 28o7 3/23/53, 62oi^ P 32S/13E°lliP2— Reference point— top of casing, elevation 190 feeto Ool* mile southwest from Harris bridge., 50 feet southeast of north valley roado NE J Arroyo Grande Quado 10/17/52, 30»9| 3/25/53, 31 » 2 o E-79 TABLE E=>2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water- in feet measured from reference point) 32S/l3E~ll*P3<=~ Reference point-^pipe in pump base s elevation l61*o7 feeto 0»3 mile south along north valley road from Harris bridges, 50 feet northwest of valley roado NE \ Arroyo Grande Quado 3/25/53, 21o8j 11/23/53, 21 Q 8| 3/9/51* s 2i; 3| H/19/51*, 23.6c 32S/l3E=ll*Ql=~Reference point=— hole in pump base, elevation 200 feeto o 5 mile west and 0o2 mile north of southeast corner of section, 20 feet southeast of north valley road, 0o6 mile southwest of Harris bridge Q NE J Arroyo Grande Quado 10/17/52, !6o6| 3/25/53, I6080 32S/l3E°ll*Rl<==>Reference point=~top of casing,, elevation 199°5 feet, 0o2 mile north and 200 feet west of southeast corner of section^ 600 feet northwest of roado NE ^ Arroyo Grande Quado k/ 3/51, 23.2 9A6/52, 53*0 3/ 9/$U s I5c2 11/20/51, 17 o9 3/2 V53, 16 ol 11/18/51*, 26 e li/ 7/52, 13 . 7 32S/l3E~liiR2<=<=Referenee point==cut in top of casing, elevation I980I feeto Ool mile west and 0.2 mile north of southeast corner of section, 0„2 mile northeast of roado NE ^ Arroyo Grande Quado 10/2U/31*, 10 oO 11/19/51, 17 .0. 11/23/53, 12 .0 8/11/1*2, 22o0 1*/ 7/52, 12 ol 3/ 9/$hs 13*7 L, 22oO 3/2U/53, ll*o6 11/18/51*, 9o0 32S/l3E°>15Fi°~Reference point=»top of casing, elevation 230 feeto 0o2 mile south and Ool* mile east of northwest corner of section, on east bank of Carpenter Canyon Creeko NE \ AiToyo Grande Quado 12/6/52, 1*°7| 3/26/53, 1*»! 32S/l3E»l5F2=-Reference points- top of concrete slab, elevation 230 feeto = 3 mile south and Ool* mile east of northwest corner of section, northeast side of Carpenter Canyon roado NE \ Arroyo Grande Quado 12/6/52 9 3°1| 3/26/53, 3»6 32S/l3E°l5Hl=«=Ref erence point=-lo5 feet above ground surface y elevation 210 feeto 2o5 miles north of Arroyo Grande on Corfoett Canyon roado NE \ Arroyo Grande Quado 3/27/53, 20.1.1*! ll/2l*/53, 19o2| 3/19/5 '■-. l8*6j 11/19/5 li, 18 06. 32S/l3E»l941-<=Reference point°~top of casing, elevation 250 feeto 0,6 mile north along Poorman Canyon road from intersection with Corbett Canyon road, east of road. NE J Arroyo Grande Quad. 12/6/52 , 19c 2 j 3/27/53, 19»5| 11/2 V53, 20 ol| 3/9/51*, 20 ol? 11/19/51*, 20 6* 32S/l3E°l5M2-=Reference point-^iaside well at ground surface, elevation 250 feeto 0»6 mile north along Poorman Canyon road from intersection with Corbett Canyon road, south well on west side of road* NE \ Arroyo Grande Quad. 3/27/53, 0o9. E=80 TABLE E~2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL H-mROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/13E-=15N1=-Reference point— side of pit, elevation 250 feeto Q 2 mile north of Carpenter Canyon road,, along Poorman Canyon road, west of roado NE i Arroyo Grande Quado 12/6/52, 9°$l 3/2?/53 5 7<.9| 11/2 V5 3, 7.2$ 3/9/5U, 6»8| U./19/Sk, 9»8 32S/l3E°l5Pl°~Reference point—top concrete slab, elevation 200 feeto 0»2 mile north of Carpenter Canyon road along Poorman Canyon road, south of roado NE J Arroyo Grande Quado 12/6/52 5 6c 7j 3/27/53 , U.5° 32S/l3E-l5P2=- ii eference point—top of pipe in pump base, elevation 200 feeto 0o2 mile north of Carpenter Canyon road on Poorman Canyon road, southeast of roado NE \ Arroyo Grande Quado VlO/53, H«l*<> 32S/13E-16D2— Reference point— top of planking over well, elevation 150 feeto 0o2 mile east and 0c2 mile south of northwest corner of section,? northwest of roadc NE \ Arroyo Grande Quado 10/8/52, 1.1*; 3/2U/53, 7.0 P| ll/2li/53, iu3j 3/9/5h, 2ol| 11A9/5U, 3o2 n 32S/l3E«=2QAl—=* i eferenee point—top of casing,, elevation 90 feeto 0o2 mile west and 0„1 mile south of northeast corner of section, 0„k mile north of U„So Highway 101 „ NE J Arroyo Grande Quado 11/8/52, 7.1s 3/ 25/53 , 7.5. 32S/l3E°2QPi— Reference point— top of casing, elevation 80 feeto In Grover City, southwest corner of Grand Avenue and 18th Street- SE ^ Arroyo Grande Quad 8 11/22/52, 92.8$ 3/2l*/53, 82 c 2$ 11/18/51*, 6lo0o 3 2S/13E-21M1-- Reference point— top of wooden planking over casing, elevation 138o6 feeto 0o3 mile north and Q«3 mile east of southwest corner of section, 350 feet northwest along U.S. Highway 101 from Halcyon Road, 350 feet north of highway , SE J Arroyo Grande Quado 3/25/53, 78 .9 J 11/2 U/5 3, 55. li 3/9/5U, 68oO| 11/18/5U, 60ol e 32S/l3E-22Cl==Reference point=»top of concrete wall, elevation 150 feeto 0»5 mile east and 0d mile south of northwest corner of section, southeast side of Corbett Canyon roado NE J Arroyo Grande Quado 11/28/52, o 0j 3/26/53, 8.0o 32S/13E-22C2—Reference point—top of casing, elevation 11*0 feeto 0.1* mile east and 0ol mile south of northwest corner of section, northwest side of Corbett Canyon roado NE J Arroyo Grande Quado 11/28/53, 0o0$ 3/26/53, 0.0. E-81 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDRQLOGIC UNIT (Depths to water in feet measured from reference point) 32S/13E-22J1- "Reference point— hole in corner of pump base, elevation 132 feet. 0c3 mile north and 200 feet west of southeast corner of section, south side of creek. SE l/4 Arroyo Grande Quad. 11/10/50, 29.0 4/ 7/52, 12 o 5 11/23/53, 23.0 4/ 3/51, 27*3 3/25/53, 23°3 3/ 9/54, 21.7 11/20/51, 29.4 9/23/53, 20 03 II/18/5U, 24.4 32S/13E-22P1- -Reference point— hole in pump base, elevation Ilk, "J feet. South side of Arroyo Grande, 0.2 mile northeast of U.S. Highway 101 along Leedham Lane, south side of Leedham Lane. SE l/k Arroyo Grande Quad* 1/10/50, 4l.8 kj 7/52, 25»0 11/2 V 53, 30.4 4/ 3/51, 38.7 3/25/53, 33°4 P 3/ 9/54, 27o9 11/20/51, 45.1 9/23/53, 33«6 11/18/5%, 37-0 32S/13E-22P2- -Reference point— hole in pump base, elevation 110 feet. South side of Arroyo Grande, 0.2 mile northeast of U.S. Highway 101 on Leedham Lane and 10 feet north of Leedham Lane, SE l/k Arroyo Grande Quad. 3/25/53, 34.5; 9/23/53, 32. 5- 32S/13E-22Q1— Reference point—hole in pump base, elevation 128. 5 feeto 0.4 mile west and 0.1 mile north of southeast corner of section,, on west side of south valley road. SE l/k Arroyo Grande Quad. ll/l0/50, 36.6; k/3/51, 32.8; 11/20/51, 37- 1| 4/6/52, 28. 0; 7/26/53, 78.O P (Owner). 32S/13E-22Q2— Reference point —top of casing, elevation 127.5 feet. East of Arroyo Grande on southwest side of south valley road, 0.4 mile west and 0.1 mile north of the southeast corner of section. SE l/k Arroyo Grande Quad. 4/21/53, 25.5 8/15/53, 30.4 7/ 3/5%, 31.9 U/27/53, 24.6 8/24/53, 29.8 9/30/54, 34.6 5/25/53, 26.3 8/31/53, 31.1 10/30/54, 30.0 6/27/53, 28.2 9/ 8/53, 31°8 11/18/54, 32.8 7/13/53, 31-2 11/24/53, 29.8 1/ 3/55, 30.0 7/21/53, 29.2 3/ 9/54, 27.9 1/31/55, 29.O 7/27/53, 30.5 6/ 1/54, 30.8 3/ 8/55, 27.7 8/ 3/53, 32.7 7/ 1/54, 30o8 11/19/55, 40.9 8/10/53, 30.5 32S/13E-23A1— Reference point—top of concrete pipe, elevation 185 feet. 0.1 mile south and 0.2 mile west of northeast corner of section, 0.2 mile west of Tar Springs road. NE l/4 Arroyo Grande Quad. II/9/5O, 3*5; 4/3/51, 1.3; 11/19/51, 6.5; 4/7/52, 0.31 3/25/53, flowing. E~82 TABLE E=2 {continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL RYDROLOGIC UNIT (Depths to water in feet measured from reference point) J2S/l3E~23FX<==Reference point—slot in west side of casing , elevation l6lo8 feeto South side of Arroyo Grande Creek., north of Arroyo Grande, Ooi* mile south and O0I4 mile east of northwest corner of sectiono NE \ Arroyo Grande Quado H/19/50, 19o8 8/2li/53, 25c6 9/ 1/5H, 25»Q 11/19/51, 20„ii 8/31/53, 25d 9/30/51*, 17*7 W 7/52, 12o8 11/23/53, I608 IO/30/5I1, l*l* o P 9/17/52, 22 oil 2/ 5/514, 15 o 9 11/18/5U , 25 . 2 3/25/53, 22d 3/ 9/51*, 62.C P 1/ 3/55, I80O li/28/53, 17o6 6/ 1/51*, 23o2 1/31/55, 16.7 5/25/53, 22„9 7/ 1/51*, 17.5 11/19/55, 21.2 6/22/53, 32o9 P 7/31/51* 9 18°2 11/27/56, 20o7 7/27/53, l*Ool P 32S/'13E°23F2— Reference point—top of casing, elevation 160 feet° 1„0 mile southwest along south valley road from Tar Springs road^ 600 feet northwest of road on dirt roado NE \ Arroyo Grande Quadc 9/17/52, 10°6 o 32S/13E-23M1— Reference point— top of casing, elevation H4O feeto South side of Arroyo Grande Creek, 0o2 mile northwest along road intersecting south valley road^ 0„1 mile north of Newsom Springs Road s 100 feet south of road* NE \ Arroyo Grande Quadc 9/22/52,, 17*5 J 3/25/53 , 17° 0° 32S/l3E°23M 2— Reference point— two -inch pipe in concrete pump base, elevation lliO feeto lo3 miles southwest along south valley road from Tar Springs road., thence 0„2 mile northwesterly^ 100 feet south of roado NE ^ Arroyo Grande Quado 9/17/52, 20 o 8| 3/25/53, 19° 2 32S/l3E-23M3°™Reference point— top of concrete pit wall,, elevation lk2 2 feeto O06 mile south and Go 2 mile east of northwest corner of section 9 southeast of creek, south of ilfirroyo Grande Creek, 0.2 mile northwest along road intersecting south valley road* Ool mile north of Newsom Spring Road, north side of roado NE ^ Arroyo Grande Quado 11/ 9/50, 23*6 I 17/52, ll*o6 11/23/53, 20o0 i*/ 3/51, 22o3 9/23/52, I808 3/ 9/Sh $ 19.1* 11/19/51, 22o7 3/25/53* 18*7 11/18/51*, 27*7 32S/i3E~23Ml4— Reference point—top of galvanized tin enclosing well, elevation II4O feeto Ool; mile north and Q 2 mile east of southwest corner of section^ 300 feet northwest of south valley roado SE \ Arroyo Grande Quado 9/23/52, 12o6| 3/25/53, 12o0o 32S/l3E~23M5— Reference point— top of casing., elevation HiO feeto 0o2 mile east and 0°3 mile north of southwest corner of section,, 500 feet north of Newsom Springs Road and south valley roado SE \ Arroyo Grande Quado 9/23/52, 16. U| 3/25/53, 13o2c E-83 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/l3E<=>23Nl-«=Refer8nce point°<=top of casing, elevation 11*2 » 3 feeto 60 feet northwest and kO feet northeast of junction of Newsom Springs Road and south valley road e SE J Arroyo Grande Quadc i*/23/52, l8ol*j 3/25/53 , ll* Qj 11/23/53, 21o0| 3/9/Sh, 16.1s 11/18/51*, 2l* o Q 32S/13E-23N2°= Reference point=~top of casing, elevation 11*0 feet„ 0o2 mile southeast of Newsom Springs Road, on south valley road, 0„1 mile west on dirt road and 500 feet north in field o SE \ Arroyo Grande Quado yz$/& s 5i*.o p. 32S/l3E-23N3=°Reference point— crack between 2<=ineh blocks under northeast side of pump, elevation 11*0 feet. 60 feet north of south valley road and Newsom Springs Road junctions north of three houses <> SE \ Arroyo Grande Quadc 9/23/52, 18*2 ? 9/25/53, 13°2 e 32S/l3E=23Nl*=>~Reference point~<=erack between pump and pump base on southeast side, elevation ll*0 feeto o 2 mile southwest of NewsomSprings Road on south valley road, 500 feet west on dirt road, 5 feet north of dirt roado SE i Arroyo Grande Quado 3/25/53, 33 o 2 P c 32S/l3E°2l*Al~~Reference point—slot in top casing, elevation 260 feeto South of Tar Springs Creek, Q<>5 mile south of Tar Springs road, 1<>5 miles east of south valley roado NE ^ Arroyo Grande Quado 9/16/52, 7° 9? 3/25/53 » 6 o o 32S/l3E°2l|A2<==Reference point— hole, top of casing, elevation 270 feeto o 2 mile south and 0o2 mile west of northeast corner of section, south side of Tar Springs Creek « NE \ Arroyo Grande Quado 11/10/50, 12o3 k/ 7/52, 2o0 11/23/53, 0.0 1*/ 3/51, U.3 9/16/52, lo9 3/ 9M, 2.2 11/19/51, 30 06 3/ 25/53 5 o Q 11/18/51*, 3o0 32S/l3E=27Dl-»Reference point==lo5<=inch pipe in concrete base, elevation lOOol feeto In Arroyo Grande, 35 feet south of the center line on Cherry Avenue, halfway between Arroyo Avenue and Orchard Avenue <, SE \ Arroyo Grande Quado 9/2l*/52, 35°Oj 3/25/53, 29.0s ll/21*/53, 3lu5$ 3/9M, 31.8$ 11/18/51*, 37clio 32S/13E-27D2 "Reference point—top of k by k foot concrete retaining wall, elevation 110 feeto In Arroyo Grande, 0*1 mile east of U*S* Highway 101 on Leedham Lane 75 feet west of roado SE \ Arroyo Grande Quado 9/23/52, 26olo 32S/13E- 2 7E1=~ Reference point«==top of casing, elevation 100 feeto In Arroyo Grande, 0.1 mile south of Union Elementary School along Orchard Avenue, 30 feet west of center line of Orchard Avenue., SE \ Arroyo Grande Quado 9/2l*/52, 30o8; 3/25/53, 23*0* E-81* TABLE E-2 (continu DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL, ITCDROLOGIC IM1T (Depths to water in feet measured from reference point [ 32S/13E-28A1- -Reference point— top of casing, elevation 102 feet. 0.1 mile west of U.S. Highway 1.01, 290 feet west and 290 feet south of northeast corner of section- SE i/4 Arroyo Grande Quad. 25oO 4/ 3/51, 38 .0 28/1 -+U.4 28.4 4/ 7/S2, 29 elf 33»9 9/23/52, 3806 41.6 9/ 1/33, 6/ 2/37, 8/ 5Al, 8/12/43. 11/11/50, 3/25/53, 30.8 11/24/53, 33 .8 3/10/54, 33-3 11/17/54, 36o8 32S/l3E=28A2= -Reference point—hole in pump base, elevation 100 feet. 0.3 mile southwest of U.S. Highway 101 along road to Oceano, 500 feet north of road. SE l/k Arroyo Grande Quad* 9/23/52, 35=1 32S/l3E=28E2— Reference point —base of pump at slot in concrete pedestal, elevation 97° 3 feet. 0.4 mile south and G«l mile east of northwest corner of section, in Arroyo Grande (Fair Oaks District)- SE 1/4 Arroyo Grande Quad- 6/25/53, 91-5; H/24/53, 90-5,' 3/10/53, 87.4; 11/12/54, 95<2. 32S/13E-28F2- -Reference point --top of six-inch by six-inch timbers, elevation 100 feet. 0.5 mile south along Halcyon Road from U.S. Highway 101, 0.6 mile west and 0.7 mile north of southeast corner of section. SE l/k Arroyo Grande Quad. ll/ll/50, 31.35 4/3/51, 28-7. 32S/l3E-2tiGl— Reference point west side of Arroyo Grande, south valley road, on west Arroyo Grande Quad. 6/26/35, 31° 3 P 8/16/37, 32,5 P 8/16/37, 9=9 8/ 6/41, 51 ,0 P 10/28/42, 32.8 P 10/28/42, 21 o0 5/18/43, 36,8 P 5/18/ 43, 18.8 5/18/44, 33 - 5 P 5/18/44, 19.3 1/11/45, 34.4 P 1/11/45, 19.5 6/27/45, 45.0 P 6/20/46, 51» 4 P --edge of pump base, 0.4 mile southwest side of read at 90° elevation 86.9 feet. South = of U.S. Highway 101, on turn in valley road. SE 1/4 9/13/50, 9/13/50, 11/ 9/51, 11/20/51, 4/ 7/52, 9/23/52, 4/27/53, 5/23/53, 6/22/53, 7/27/53, '24/53, 8/31/53, 11/23/53, 2/ 5/54, 48.2 p 3io0 49< 34. 20. 27 < 33 45. 51.6 31 .1 28.2 28.0 26.5 26.2 3/10/54, 6/ 1/54, 7/ 1/54, 7/31/54, 8/31/54, 9/30/54, 10/30/54, II/I7/54, 1/ 3/55, 1/31/55, 3/ 8/55, 11/19/55, 11/27/56, 20.1 52.0 30.0 32.2 33*5 33°7 32.4 29.8 27°3 26.4 25.O 41.3 34.4 32S/13E~28G2— Reference point —top of casing, elevation 90 feet. Southwest side of Arroyo Grande, 0.6 mile south from U.S. Highway 101 along south valley road, 30 feet west of valley road. SE 1/4 Arroyo Grande Quad. 9/24/52, 29^6. E-85 TAB DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN CQASTA1 HYH UNIT (Depths to water in feet tteasttred from reference point) 32S/13E-28G3— Reference point— top of casing, elevation 90 feet. Southwest side of Arroyo Grande, 0.5 mile south of U.S. Highway 101, along south valley road, 15 feet west of road. SE 1/4 Arroyo Grande Quad. 9/23/52, 29. 7; 3/25/53, 24o9„ 32S/13E-28J1— Reference point -top of casing, elevation 90 feet. 0.1 mile west and 0.4 mile north of south u section, 0.2 mile east and 0.3 mile south of new high school, on south side of Arroyo Grande. SE i/4 Arroyo Grande Quad. 9/24/52, 12 .2 j 3/25/53, 12.8. 32S/13E-28K1- -Reference point --top of casing, elevation 81.9 feet. Southwest side of Arroyo Grande, Q.b mile south along south valley road from U.S. Highway 101, 0,2 mile west of valley road. SE 1/4 Arroyo Grande Quad. 8/13/35, 28.4 9/13/50, 39.3 3/25/53, 32.0 11/ 4/37, 26„4 11/ 8/51, 58.0 P 11/24/53, 38.8 6/27/45, 33 o0 P 9/24/52, 36.4 3/10/54, 34.1 6/19/46, 35*0 10/30/52, 47.0 P 32S/13E-28Q1- -Reference point—crack between 2-inch beards under pump, elevation 80 feet. On west side of south valley road, 1.0 mile from inter- section of valley road and U.S. Highway 101 in Arroyo Grande. SE 1/4 Arroyo Grande Quad. 9/25/52, 32.4; 3/25/53, 30-7. 32S/l3E-28Q2--Reference point— slot in pump casing, elevation 73-4 feet. Southwest of Arroyo Grande, 1.1 miles south of U.S. Highway 101 along south valley road, 0.2 mile west of road. SE 1/4 .Arroyo Grande Quad. 11/11/50, 4i.6 4/ 7/52, 25-9 H/24/53, 38.5 4/ 3/51, 34.4 9/25/52, 35.8 3/10/54, 33»0 11/20/51, 43.9 3/25/53, 47.9 P 11/17/54, 42.2 32S/13E-28Q3*— Reference point—hole through wooden base, elevation 80 feet. Southwest of Arroyo Grande, 1.1 miles southwest from U.S. Highway 101 on south valley road, 250 feet west- of valley road. SE 1/4 Arroyo Grande Quad. 9/25/52, 35.ll 3/25/53, 40»3 P. 32S/13E-29C1° -Reference point— slit on top of wooden plank, elevation 70 feet. 400 feet south and 100 feet east of intersection of Grand Avenue and 18th Street in Grover City. SE 1/4 A- nde Quad. 3/24/53, 32.8. 32S/13E-29D2— Reference point— 2-inch pipe elevation 62.3 feet. 0.1 mile south and 80 feet east of intersection of Grand Avenue and 14th Street in Grover City. SE 1/4 Arroyo Grande Quad. 11/ 6/45, 53»7 4/ 7/52, 56.1 11/24/53. 58.0 11/12/50, 58'« 3/24/53, 62.0 P 3/11/54, 55°9 4/ 3/51, 56.7 3/24/53, 56.2 11/18/54, 65.0 P 11/20/51, 60.5 36 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/'l3E°29Nl~<=Reference point—hole in pump base, elevation 62.8 feet* North of Oeeano, lc2 miles west from Halcyon Road on Pike Road,, 0,1 mile north of Pike Roado SE ^ Arroyo Grande Quad e 11/12/50, 75'ai* 7/27/53, 89o2 P 9/ 2/51*, 83*0 1*/ 3/51, 73o7 8/2V53, 8Qol* 9/30/51*, 77«3 11/20/51, 77oi 8/31/53, 88.9 P 10/30/51*, 82*0 V 7/52, 62 7 11/2 V53, 7l*.7 11/18/51*, 82,9 10/17/52, 81*„5 2/ 5/5J4, 73.3 1/ 3/5$ s 7i*.0 3/25/53, 79o5 P 3/11/51*, 73ol* 1/31/55,, 73o2 l*/27/53, 77o2 6/ lM, 86*0 3/ 8/55, 86.0 P 5/2$/$3» 73-6 7/31/51*, 81* o 11/19/55, 98 Q 1 6/22/53, 76 1 32S/l3E-=29Rl»=Reference point— hole in wood blocking beneath pump, elevation 89o6 feeto 300 feet north of Pike Road and 3°h miles west of Halcyon Road. SE \ Arroyo Grande Quad* 3/25/53, 65o6 Pj 11/2V53, 65oO| 3/H/5U, 69o7| 11/18/51*, 69ol* 32S/13E-30J 2= ^Reference point—hole in cap on abandoned casing, elevation 60 feeto 75 feet east of 10th Street and 300 feet north of Pike Road. SE \ Arroyo Grande Quad, 11/18/5!*, 35 065 11/25/51*, 37<>0„ 32S/l3E°30K3<=°Reference point—top of casing, elevation 30 feeto 60 feet south of Farrel Road and \ block east of 10th Street* SE \ Arroyo Grande Quado 3/25/53, 3ho7$ 11/2U/53, 36.9| 3/11/51*, 3l*o8j 11/18/51*, 39.0. 32S/13E=30K5-="Reference point— at ground, elevation 30 feeto In city well yard between Farrel Road and Pike Road, 500 feet south "of l*th Street..' SE \ Arroyo Grande Quado 8/26/51, 20*1. 32S13E<=3QK6— Reference point—at ground surface, elevation 30 feeto In city well yard between Farrel Road and Pike Road, 500 feet south of l*th Streeto SE \ Arroyo Grande Quad, 8/26/51, 19<>6o 32S/l3E-30LX=<=Reference point— top of casing, elevation 17*1* feeto Northeast of Old Pismo Road* o 2 mile from intersection of Farrel Road and Old Pismo Roado SE \ Arroyo Grande Quad. 3/WS3, 10.8j ll/2l*/53, 12olj 3/11/51, 10.0s 11/18/51*, 12.2o 3 2S/13E-30P2=- Reference point— top of casing, elevation 29*3 feet. 0o2 mile west of 13th Street and o l mile south of Pike Road in 0ceano o SE \ Arroyo Grande Quado 3/2l*/53, 29oQj ll/2l*/53, 22.9j 3/11/51*, 23»3| 11 A 8/51*, 2l*o9. E~87 TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference poini 32S/l3E»31&l"= , Referen>3e point—top of casing, ele north of S0P0R0R0 and State Highway 1 overpass 3/llM* 21»9| ll/l8/51i, 23o6o ion 29. U feet, 300 feet SE \ Arroyo Grande Quad. 3 /S I, jE- 31A2— Reference point-==hole in pump base* elevation 55 feeto West of 10th Street* north of intersection of Wilmar^, 10th and 11th Streets* Ool mile west and feet south of northeast corner of section,, SE Arroyo Grande Quado U/12//50, l*?o8| 3/25/53, 1*5. Us 11/23/53 , U3°0s 21/15/5U, ii8o?o 32S/13E-31GI— Reference point— top of easing, elevation 20 feeto Qc2 mile west along road that intersects State Highway 1 at ice plant., 50 feet northeast of ^oad. SE \ Arroyo Grande Quado 11/18/52 , 6.3| 3/~/53, $°$° 32S/l3E°31G2=-Ref erence point~»top of casing* elevation 19-9 feeto On south edge of town of Oeeano, in ice plant yard, 10 feet southwest of Well 32S/13E=31G3° SE \ Arroyo Grande Quado U/23/53, Ho5 7/20/53, 12,3 7/ 1/5U 5 U/27/53, U.o5 27/53, l2oii 7/ 3/5U ; 5/ U/53, IL.5 8/ 3/53, 12. U 9/ 2/5U: 5/11/53, 11 o 6 5/18/53, 11 o5 5/25/53, 11.7 6/ 1/53, 11.7 6/ 8/53, 11-7 6/15/53, 11.9 6/22/53, 11.9 6/29/53, 12.1 7/ 6/53, 12.1 8/10/53, 12.U 6 17 12=7 8M/53, 12o? '1/53, 12.8 9/ 8/53, 12.9 11/23/53, 12. li 2/ 5/5U, n°5 3/ 1/5U, 11=5 6/ 1/5U, 11.9 9/30/5U. 13o0 12.8 13»5 13.3 13°5 1U.6 12.6 12.2 11.6 13o9 11/27/56, 13o7 11/18/5U, 1/ 3/ SB, 1/31/55, 3/ 32S/l3E~31G3= , =Ref erence point— top of casing* elevation 20.2 feet. On south edge of town of Oeeano, in ice plant yard 32S/13E-31G2. SE \ Arroyo Grands Quad. 6/15/53, 8.8 J3, 8.0 9/53 9o3 7/ 6/53, 9*0 7/20/ '53 , 10.0 7/27/53, 9°U 8 8/10/53, 11.1 8/17/53, 11.9 8/2)4/53, 12.8 8/31/53, 12. U 9/ 8/53, 11 .I 11/27/53, 5-9 2/ 5/5Ii b.l TS- » 5 12.1 U/ 3/51, 8.6 11/20/51, U.O k/ 7/52, 7o6 10/11/52, 3/25/53, U/23/53, U/27/53, 5/ U/53, 3, 5/18/53, 5/25/53, 6/ 1 6/ 8/53, 6.9 U°6 5.6 5°U U.Ji 8.1 6.2 6.8 7=0 9.1 10 feet northeast of Weil 3/ 1/5U, Uol 6/ 1/51, 7.1* 7/ 1/5U, 9°U 7/31/5U, 10.9 9/ 2/51*, 12.0 9/30M, 11.5 10/30/5 U, 12.2 11/18/5U, 8.2 1/ 3/55, 7*7 1/31/55, U-l* 3/ 8/55, U08 11/19/55, ll.l 11/27/56, 10.6 TABLE E=2 (continued) DEPTHS TO GROUND WATER IT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/13E-31H1— Reference point— top of easing,, elevation 20 feet. West side of Oceano, 20 feet south of spur tracks south of S0P0R0E, loading shed. SE \ Arroyo Grande Quado 3/25/5 3 , 8.6. 32S/l3E-21H2<=-Reference point— crack in easing, elevation 20 feeto West side of Oceano, 26 feet south of spur tracks south of SoP.R„Ro loading shedo SE \ Arroyo Grande Quado 3/25/53 , ll°io 32S/l3E=31«Jl°°Reference point— top of casing, elevation 19°5 feeto 0o3 mile south of Southern Pacific Milling Company shed, on north side of Arroyo Grande Creek. SE \ Arroyo Grands Quado 11/11/50, 11 „ 9 h/ 7/52, 8c 8 11/23/53, 11.9 V 3/51* 10o7 . '11/52. 806 3/liiM, 1Q°0 11/20/51, 12o2 3/25/53, 9*7 11/18/514, 11.2 32S/13E°32D1=-Reference point— top of casing, elevation 70 feeto On south= west corner of 8th Street and Wilmar Street in Oceanoo SE \ Arroyo Grande Quad. U/12/50, 73»7j! i*/3/5l s 73°Oj 11/50/51, klol.% k/l/52, 1*8.0. 32S/l3E°32D2— Reference point— plug in pump base, elevation 68 feeto In Oceano 1*00 feet north of intersection of ijth Street and Wilmar Street, east side of 7th Street o SE \ Arroyo Grande Quad. 1Q/U/53, 80.5 (owner) 3/1 V51*«> ?8.5 (owner) 8/15/5U, 81.3 (owner] 11/15/53* 81.3 (owner) h/ll/Sk, 76.7 (owner) 9/ 9/5U, 8lo0 80 o 3 (owner) 5/16/5 h , 78 . 3 (owner) 10/lli/51*, 80 . 2 80.7 (owner) 6/13/5 it, 79.5 (owner) 11/17/5U, 78.6 2/13/51*, 79.3 (owner) 7/18/51*, 80.7 (owner) 32S/13E=32D3— Reference point— plug on concrete pump base, elevation 68 feet. In Oceano 1*20 feet north of Wilmar Street on 7th Street, 60 feet east of 7th Streets SE J Arroyo Grande Quad, 9/9/Sh s 89. 0| 11/18/51*, 86.9. 32S/13E~32Dlji— Reference point— top of casing, elevation 68 feet. In Oceano liOO feet north of Wilmar Street on 7th Street, 70 feet east of 7th Street, SE i Arroyo Grande Quado 9/10/51*, 85oO| 11/18/51*, 77. 2 . 32S/13E-32EL— Reference point— top of casing, elevation 1*0 feet. In Oceano north side of alley between 7th Street and 8th Street, south of Paso Robles Street. SE \ Arroyo Grande Quad. 11/28/ 52, 22.8. 32S/13E-32J1— Reference point— top of pipe, elevation 53.0 feet. 0.3 mile west of Arroyo Grande Creek, 0.1 mile south of State Highway 1. SE J Arroyo Grande Quad. 11/1/50, 38 .0 It/ 7/52, 25.9 3/11/51*, 29.8 h/ 3/51, 32.7 11/23/53, 22.6 11/18/51* , 33.7 11/20/51, 38.3 E=89 TABLE £ ■' ntd en^od) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to -water in feet measured from reference point) 3 2S/i3E=32Kl= -Reference point— top of pipe in base, elevation 39=5 feet., In Qceano, 0*6 mile west of Arroyo Grands Greek s en south side of State Highway lo SE ^ Arroyo Grande Quad. ll/ll/50 5 26 o 5 22 o 2 3/11/5U* 18 c 2 P 11/20/51, 27. 3/25/53* 21o0 TL/lQ/Bh, 21.8 h/ 7/52, 16.2 11/23/53 ' 32S/l3E»32L2-°Ref erence point— top of casing-, elevation 20 feet. 0*8 mile west of ifirroyc Grande Creek § 15 fe®t south of State Highway lo SE \ Arroyo Grande Quad* 10/ll/52 5 JO., 9 ,8.7* 32S/13E-32L3°° ii eference point— top of casing,, elevation 20 feet. In Oeeano, between 5th and 6th Streets, one block south of Stats Highway 1. SE \ Arroyo Grande Quad, , Hi, 1,5 3/25/53* 12.3 32S/T3E-=32L5~~Reference point=«=top of casing, elevation 20 feet. In QceaHOc, south of Arroyo Grande Creek, 0.1 mile west of 5tb Street and 0,1 mile north of Garden Street. SE \ Arroyo Grande Quad. 9/27/52 «, 8„8$ 3/25/53., 5*2. 32S/13E-32L6— Reference point°~top of concrete wall, elevation 20 feet. 0.9 mile west of Arroyo Grand® Greek on State Highway l s 0.2 mile south from on dirt road, west of road. SE \ Arroyo Grande Quado 3/25/53? 7oU° 32S/l3E=32Ml~°Referencs point°-top of easing, elevation 21.7 feet. In Oeeano, south of Arroyo Grande Creek, O^Z mile west of 5th Street and 0.1 mile north of Garden Street. SE \ Arroyo Grande Quad. 11/11/50, 10.3 h/ 7/52, lUh 11/23/53, k»3 V 3/51, 6°9 '52, 8.9 3/llM, 2.0 11/20/51,12.2 .-.-53., 28oli P 11/18/5U* 6 8 32S/13E-32P2-<=Reference point=»hole in cone ret? base,,, elevation 20 feet. 0.2 mile south and 0»2 mile east of intersection of State Highway 1 and 5th Street. SE \ Arroyo Grande Quad. 11/28/52, 10. 0| 3/26/53, 10.1. 32S/l3E°32P3~~Referenee point- --top of casing, elevation 21.8 feet. In Oeeano, 0,5 mile south of State Highway 1, Q„h mile east of southwest corner of section, SE ^ Arroyo Grande Quad* n/ii/50,10.5 3/iiM, 5.U V 3/51, 7c 3 9/2? L1.8 11/18/51*., 7*5 11/20/51, 9*9 3/25/53, U»6 32S/l3E-32Ql-«=Referene9 poin \g, elevation 30 feet. Southeast of Oeeano 0.3 mile west and 0.2 mile north of southeast corner of section. SE J Arroyo Grande Quad. 9/27/52, 8.0| 3/25/53, 8.6 i TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HXDROLOGIC UNIT r-pths to water in feet measured from reference point) 32S/13E-33A2— Reference point --top of casing, elevation 66 feet.. 0<>3 mile north and 0.1 mile east of State Highway 1 bridge at Los Berros Creek . SE i/4 Arroyo Grande Quad. 9/25/52, 8.5; 3/25/53. 9M 11/24/ 53, l4»5; 3/10/54, 7.8j 11/17/54, 13.4. 32S/13E-33A3— Reference point— hole in pump base, elevation 66.7 feet. 0.4 mile north of State Highway 1 at Los Berros Creek, east of road. SE l/4 Arroyo Grande Quad. 9/25/52, 30.5 8/12/53, 22.0 3/10/54, 28.3 3/25/53, 26.3 11/24/53.. 33 -0 11/17/54, 35»0 32S/13E-33A4--Reference point --slot in casing under pump, elevation 70 feet. 0.5 mile north of State Highway 1 bridge at Los Berros Creek, east of road. SE 1/4 Arroyo Grande Quad. 9/25/52, 32.2; 3/25/53, 27.6. 32S/13E-33B1- -Reference point—hole in pump base, elevation 70 feet. East of Arroyo Grande Creek, 0.5 mile north of State Highway 1 bridge at Los Berros Creek, 100 feet west of road. SE l/4 Arroyo Grande Quad, n/20/51, 40.1; 4/7/52, 22. 8 j 9/25/52, 33-11 3/25/53, 28.8. 32S/13E-33C1- -Reference point— hole in pump base, elevation 64.7 feet. 1.4 miles south of U.S. Highway 101 on Halcyon Drive, 0.2 mile east of Halcyon Drive to well on west bank of Arroyo Grande Creek. SE l/4 Arroyo Grande Quad. H/lO/50, 41.3 4/ 7/52, 18.2 3/II/54, 20 .8 4/ 3/51, 25.7 3/25/53, 24c0 11/17/54, 35.5 II/20/51, 45.7 11/24/53, 21.9 32S/13E-33C2— Reference point— top of casing of old well 9 feet north, elevation 65 feet north and 300 feet east of Halcyon Post Office on Halcyon Road. SE 1/4 Arroyo Grande Quad. 3/25/53, 2 5.1. 32S/13E-33D2— Reference point --hole in pump base, elevation 80 feet. 0.3 mile west of Halcyon Temple on Halcyon Road. SE l/4 Arroyo Grande Quad. 3/26/53, 60.2. 32S/13E-33KL— Reference point— top of casing, elevation 50 feet. 0.3 mile west from Arroyo Grande Creek bridge on State Highway 1, 600 feet north of highway on dirt road. SE l/4 Arroyo Grande Quad. IO/II/52, 8.2j 3/25/53, 15»7« 32S/13E-33E2— Reference point— top of wall, elevation 50 feet. 0.3 mile west on State Highway 1 from Arroyo Grande Creek bridge, 500 feet north of high- way on dirt road. SE l/4 Arroyo Grande Quad. lo/n/52, 7°0; 3/25/53, 6.4. TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLCGIC UNIT s to water in feet measured from reference poini I'd Z[ 32S/l3E=33E3="Reference point side of Arroyo Grande Creek r of UoSo Highway 101c 10/17/52 , 13 - 9 3/25/53, l3o? V 3/53. 9 11*. 2 h/ 6/53, 11*. 3 ll*oi* 15 o 7 ll*ol 13.8 16,8 li*c8 .e in pump base, elevation 53«7 fee to Wesl l*/13/53, l*/20/53, l*/27/53, 5/ It/53, >3, 5/25/53, 20,1 P 6/ 1/53, 20 * 6 P 6/ 8/53, 2lo5 P 16 o 2 2i*o6 P 20 feet west of Halsyon D2 }rande Quado '3 » 22 c0 P 17ol* /53, 21 :.9o? p 50ol P >3, :i*.l 8/10/53, ,31o9 P , 27°3 8/2U/53 33o9 P ;, 36o3 P 9/ 8/53 s 29 08 Lve. I06 miles south 2l*/53, H|o0 IO/5I40 12,0 6/ 1/5 1*, 12 c 8 i/51* 9 15.1 7/31/51*, 31o0 9/ 1/51*, 3l*o5 P 9/30/51*, 37o5 P 10/30/51*, 3l*.I* 11/17/51*9 28,7 1/ 3/55, 13*9 1/31/55, 12o8 3/ 8/55, 13^1* 11/19/55, 38 . 3 32S/13E=33Gl-=»°Referene© point— bottom edge of p^uiip base,, elevation 62 3 feet, 0o5 mile east of Halcyon, Co 2 mile north of State Highway 1 bridge at Los B err os Creek 9 20 feet west of roado SE \ Arroyo Grande Quado l*/3/5l, 26o9| 11/20/51, 35»2o 32S/13E-33K1— Reference point- -bottom of p'amp base.. elevation 52° 3 feeto 0ol mile west of State Highway 1 from bridge at Los Berros Creeks south of highway SE \ Arroyo Grande Quado k/ 3/51, 25ol 8/53, 33° 6 P 11/2U/53, 27 . 5 11/20/51, 30° 9 5/53, 3J^o8 P 2/ 5M, 2606 P 3/ 9f$3 2 Zh-. '}-, 30o7 P 3/10/51*, 23.3 3/17/53, 26o6 1 J9o8 P 6/ 1/91*, 22 oO 3/23/53, 30 2 P 6/53, 31-1 P 7/ 1/51*, 39° 6 P 3/30/53 , 29^8 P 53, 9.1* P 9/ 1/51*. 37 oO k/ 6/53.9 22,6 ?.Q .1 F 9/30/51*, 35*5 U/13/53, 30 2 P •3, 30.3 P 8/30/51*, 36,7 l*/20/53, 2l*oi* 8/ 3/53, 29°7 P 11/17/5U, 33.5 P li/27/53, 23,5 ! 2 P 1/ 3/55 3 26.0 5/ l*/53, 3l*c9 P 8/17/53, 32c8 P 31/55, 23.8 5/11/53, 1*0,1 P 8/2l*/53, 32 9 P 8/55, 21-0 5/18/53, 26.6 8/31/53, 1*1*-1 P '19/55, 36ol 5/25/53, 35»7 P 9/ J5*k P , '27/56, 1*1.7 6/ l/53 9 33«.3 P E~ 92 TABLE E=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point [ 3 2S/13E°33L2«= -Reference point—top of concrete slab, elevation 1*2,1 feeto 0.3 mile south of State Highway 1 and 0,1 mile east of north^south road joining State Highway 1 at Arroyo Grande Creek bridge „ SE \ Arroyo Grande Quad, h/ 3/51, 18 « 7 22o3 20.3 22.3 18 ,6 li* «U 15 .5 11*. 8 12,9 19»6 21.8 I7c5 5/25/53, 2li.li V 7/52 . 9/27/52, 1*/ 3/53. V 6/53, V13/53, V20/53, 6/ 1/53, 6/ 8/53 , 6/15/53, 6/22/ '53* 6/29/53, 7/ 6/53, '7/13/53, 7/21/ '53, 16, 28, 5/ V53, 5/11/53, 8/ 3/53, 9 3 17.8 27 = 2 26„7 I808 2i*.3 29ol 21.0 27.1 26o 27.2 38.5 8/31/53, 39»7 9/ 8/53, 31o7 11/23/53, 18.1 3/10/51*, 13.5 6/ 1/51*, 15.9 9/30/51*, 26,5 10/30M, 26,7 11/18M, 21 cO 1/31/55, ll*o 2 3/ 8/55, 18.0 11/19/55, 25 .0 27.8 32S/i3E-33M2=~Reference point—hole in casing, elevation 1*0 feeto East of Oceano, 0,3 mile south of State Highway 1 at Arroyo Grande Creek bridge, on west side of roado SE \ Arroyo Grande Ouadc 9/27/52, 22,l*j 3/25/53, 21*, 8 P, 32S/13E=33P1"= Reference point<==eonerete base, elevation 1*5 feet, Q c 6 mile southeast of Halcyon, 0*5 mile west and 0,2 mile north of southeast corner of sectiono SE \ Arroyo Grande Quado 3/26/53, 31o3| 3/l /£k, 1 ^'°° 32S/l3E°33P2°»Reference point—pipe in pump base, elevation 1*0 feet, 0.7 mile southeast of Oceano, 0„5 mile west and 0.1 mile north of southeast corner of section. SE \ Arroyo Grande Quad, 9/27/52, 21** 2| 3/25/53, 17.7. 3 2S/l3E-33Ql"="= Reference point—notch in side of concrete base, elevation 1*1*. 7 feeto 0,8 mile east, thence south on State Highway 1 from Arroyo Grande Creek bridge, 500 feet west on dirt road, SE \ Arroyo Grande Quad, 9/26/1*0., 16,1 3/26/53, 29*5 P 3/10/51*, 18 = 5 10/23/1*0, 17^8 11/23/53, 19. i* 11/17/51*, 22,8 9/27/52, 2l*.2 32S/l3E~3l*Dl—Reference point—notch in concrete slab, elevation 70,9 feet, 0,3 mile north and 0=5 mile east of State Highway 1 bridge and Los Berros Creek, 300 feet 11/13/50, 16,8 1*/ 3/5l. 9 3ol4 11/20/51, 18,7 h/ 7/52, 1,1 9/25/52, 1,5 3/2I4/53, 1.8 north of road, SE \ Arroyo Grande Quad. 11/214/53, 3/10/5E, 1*/ 7/5U, 6/ 1/51*, 7/ 1/514, 8/ 3/51*. 8,1* 1.3 1,6 2,9 7o5 29 oO P 9/ 1/51*, 20,0 11/ 1/51*, 16,0 11/17/51*, 13.2 1/ 2/55, 12c 2 1/31/55, 9*2 3/ 8/55, 2.U B-9; TABLE I ontinued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 32S/l3E=3i*Gl=-Referenee point<=~sl©t in casing,, elevation 88 s l feeto 2«1 miles northwest of Berros <- 300 feet, north of Berros Canyon road, near southwest bank of Los Berros Creek o SE \ Arroyo Grande Quado 9/11/1*0,13. I \, 1a 2 11/23/53, kok 11/ 3/50, $.h ^9 3/10/51*, 3o8 V 3/51, U.l* 3M/53, 3o9 11/17/51*, 7*0 ll/2l*/5l, 7,0 32S/13E=3i*Jl < =-Ref erenc-e point— hole in pomp base, elevation 9608 feeto 1 ? miles northwest of Berros s 150 fee', north of Berros Canyon roado SE \ Arroyo Grande Quad., II/I3/50, 8o? k/ 60I 11/23/53, 6o3 V 3/51, 7.6 9/25/52, r*2 3/10/51*, 6o3 11/20/51, 22c3 53, 7o0 ll/l7/5±i, 13*3 32S/l3E»31*•-> 32S/13E"3i|Rl-"-Reference point— top of casing, elevation 100 feeto I06 miles northwest of Berros, west of Los Berros Greek bridge SE \ Arroyo Grande Quado 9/25/52, 7 6? 3M/53, 7.8j 1. 1 ?3, 6o2| 3AQ/51*, 6o7| 11/17/5*4, ll*oSe 3E»3iiR3°=Referense point—top of easing, elevation 170 feeto lo7 miles northwest of Berros, 0,3 mile west and Ool lpile north of the southeast corner of sectiono SE \ Arroyo Grande Quado l*/7/51*, 5°5« 32S/li*E«=7Jl c =~Reference point—pipe in pimp base, elevation 3hS feeto 1 mile up Los Alisos Canyon road from junction with Tar Springs road, o 3 mile north of roado NE \ Arroyo Grande Quado 3/25/53, 22o7| 3/9/5k $ 36o2 32S/liiE=17Nl,°~Reference point—hole in pump base., elevation 305 feet. 0^7 mile southeast along Tar Springs road from junction with Los Alisos Canyon road, Ool mile north of roado NE \ Arroyo Grande Quad 11/10/50, 32 06 11* ,2 '2y$3> 22 oO kf 3/51, 32o3 9/ 19o6 3/ 9/5 U, 22,-1 3i*»0 : -9 11/18/51*, 20ol 32S/ll*E«17N2<=°Reference point- top of casing, elevation 300 feeto O06 mile southeast along Tar Springs road from junction with Los Alisos Canyon road* Ool mile north of roado NE ^ Arroyo Grande Quado 9/16/52, 17°0| 3/25/53, 25°i* p* 3=' -• i* TABLE E=2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HIDROLOGIC UNIT (Depths to water in feat measured from reference point) 32S/li4E°l8Fl— Reference point— =hole in pump base, elevation 295 feet. o l* mile north along Los Alisos Canyon road from junction with Tar Springs road, 200 feet west of road. NE \ Arroyo Grande Quad 11/10/50 3 22ol V 7/52, 16.14 3/ 9M, 10o0 k/ 3/51* 19o7 9/16/52, 12oli 11/18/51*, 15<>Q 11/19/51, 22 2 3/25/53, 9o0 32S/liiE=l8Pl=-Reference point^^under steel cap at ground, elevation 280 o l* feeto 200 feet southwest of junction of Tar Springs road, and Los Alisos Canyon roado NE J Arroyo Grande Quado ll/2l*/53 & 8oi*| 3/9/51*, 7.9 J "h 9o0 o 32S/ll*E-19Al="=Reference point-»top of casing, elevation 290o9 feeto 2„5 miles up Tar Springs road from north valley road and 2 mile south of Tar Springs roado NE \ Arroyo Grande Quado 1/10/50, !8o3 8/2l*/53, 8o5 9/30/51*, 12o7 h/ 3/51, iPoO 8/3|l/53, 2U„7 P IO/30/5I*, 25o5 P 11/19/51, 20.1 11/2 V53 3 10o5 11/18/514, 13.9 3/25/53, 28ol P 3/ 9/5h s 11.6 1/ 3/55, 13*2 Mi/28/53, 606 6/ 1/51*, 23.0 P 3/ 8/55, 12o8 5/25/53, 7.8 7/ 1/51*, 12o8 11/19/55, 20 o 9 6/22/53, 2l4o0 P 7/3l/51i s 25o7 P 11/27/56, 10„5 7/27/53, 2JUo8 P 9/ 7/5U, 17o0 32S/II4E-I9DI— Reference point=~hole in side of casing, elevation 275 feet. O0I4 mile south and 0.2 mile west of junction of Tar Springs road and Los Alisos Canyon roado NE J Arroyo Grande Quado 3/25/53, 3»3° $ 11/2V53, 3°1*J *5h 9 kodi 11/18/514, 8o8c 32S/ll4E=19Hl°-Reference point—hole in casing, elevation 290 feeto 0.3 mile southeast along Tar Springs road from junction with Los Alisos Canyon road, 0.3 mile south of roado NE \ Arroyo Grande Quad. 9/16/52, 2*8 j 3/25/53, 3o2j 11/2V53, 7o5| 3/9/514, 8o9| 11/18/51*, 10o2 o UN/ 3 1*W°19F1~ -Reference point— hole in top of casing, elevation 325 feeto Id mile southwest of UoS» Highway 101 in Nipomo on road to Nipomo Dumps, 0o2 mile east and O0I4 mile south of northwest corner of section. SE \ Arroyo Grande Quad. l*/ll/53, 196oi*| 11/17/51*, 190. 3* HN/3l*W°19Ql~-Refer8noe point— top of casing, elevation 305 feeto 2.8 miles from U0S0 Highway 101 in Nipomo along Santa Maria Valley road, 0.3 mile west and 0.1 mile north of southeast corner of sections SW \ Nipomo Quado Vll/53, 25607 Pj 11/17/51*, 255o3» E-9 TABLE E-2 (continued) DEPTHS TO GROUND WaTER AT MEASUREMENT WELLS IN COASTAL HTDROLOGIO UNIT (^Depths to water in feet measured from reference point) 11N/35W~7A1— Ref erence point— air gage, elevation 105 feeto On west side of State Highway l s Od mile due south of northeast corner of section.. SE ^ Arroyo Grande Quad, 10/29/53* 8lo2s 3/9/$k$ 70 Qj 11/17/51*, 76oCo UN/ 35W~7Rl->'=Ref erence pount— feole in casing , elevation ±h5 feeto On east side of S0P0R0R0 tracks , 200 feet west and 550 feet north of southeast corner -of section., SE ^ Arroyo Grande Quado 3/9/51*5 52o3| 11/17/51*, 59 oil 11/29/55 5 ii8o0 (owner) | 11/2 7/56 , 62 5o llN./35W'=9Pl'="Bef9rence point— 2-inch capped pipe in concrete, elevation 150 feeto Od mile west, of State Highway 1,, Qol* mile east and 0»1 mile north of southwest corner of sectiono SE f Arroyo Grande Quado 10/2 8/53 * 90o0s 3/9/51*, l*o2 s 11/17/5U 5 113»3 P* 12N/35W°27N1— Ref erence point— hole in easing., elevation 158 feeto 0o9 mile northwest of Berros along Los Berros Canyon road* 250 feet southwest of roado SE \ Arroyo Grande Quad* H/2U/53 S 8oQ| 3/9/51** 5»0| 11/17/51*, 25.1*. 12N/35W=29L2— Reference point—notch in casing, elevation kO feeto 3 mile south along paved road from State Highway 1 bridge at Arroyo Grande Creek, Od mile east of paved road. SE \ Arroyo Grande Quado 9/27/52, 20ol|.° 3/26/53, 13ol| 11/23/53, 9«3! 3/9/51* 5 9<>5| 11/18/51* a U0O0 12N/35W°20N1— Reference point— bottom of cut in casing^ elevation 35 feeto O08 mile south of State Highway 1 along road which joins highway just east of Arroyo Grande Creek bridge ? 200 feet west of roado SE \ Arroyo Grand© Quado 11/11/50, llo? 1-9 3/ 9/$h s O08 i*/ 3/51, 6o2 53 s 9o7 P 11/18/51* 5 8o0 11/20/51 » 9o6 11/23/53 , 5°0 12N/35W°29R1«= ^Reference point— top of saSing, elevation 230 feeto I08 miles south of Oeeano on State Highway 1 5 o 2 mile east of highway SE \ Arroyo Grande Quado 10/28/?. 3/9 51* 5 lOlo^j ll/l7/5U s 10,5. 80 12N/35W~30K2— Reference point- t p of casing, elevation 28 feeto On north side of SoP RoR tracks, O06 mil® south and 0«5 mile west of State Highway 1 bridge at Arroyo Grande Creek* SE \ Arroyo Grande Quado 11/11/50, 12 o 7 ?/27/52 a 13o3 '9/51*, 7»6 11/20/51, ii*»8 53 7o8 11/18/51*, 12.5 1*/ 7/52, 5o5 11/ ' - ll.li E»9o TABLE E-2 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIC UNIT (Depths to water in feet measured from reference point) 12N/35W=3©LX°=Reference point—cut in casing,, elevation 30 feeto In field south of Oeeano, 0„2 mile south and 0o6 mile west of northeast corner of sectiono SE ^ Arroyo Grande Quado V 3/51, 7c$ 9/27/52, 10o3 3/ 9/5U, 1**1* 11/20/51 o 10 „ 2 3/26/53, 6„Q 11/18/51*, 7 »8 V 7/51, 3oQ' 11/23/53, 5o7 12N/35W=30Pl==Reference point-~top of casing , elevation 26 feeto 0<>5 mile south of State Highway 1 on road joining highway at east end of Arroyo Grande (Creek bridge, 2 mile north and 01 mile west of southeast corner of sect ion e SE \ Arroyo Grande Quado 11/11/50, 808 3/26/53, 3d* 3/ 9/51*, 1,0 11/29/51. 608 11/23/53, 1«5 11/18/51*, l* o k/ 7/52, lo9 12N/35W=>32C2-°Reference point—top of casing, elevation 52 feeto 0o9 mile south and Qo3 mile southeast of State Highway 1 on road joining highway at east side of jftrroyo Grande Creek bridge, southwest of roado SE \ Arroyo Grande Quado 10/28/53, 20 o i*| 3/9/51*, 15»7| 11/17/5U, l8o7° 12N/35W-32D2-==Reference point—hole in casing, elevation 26 feeto 100 feet west of S.PoRoRo tracks and 0o2 mile north of underpass to Dune Lakes, 100 feet south and 100 feet east of northwest corner of sectiono SE \ Arroyo 1*/ 3/51, 2o6 10/11/52, 3d* 3/ 9/51*, flowing 11/20/51, 6o9 3/25/53, 5°7 11/17/51*, 1**8 1*/ 7/52, flowing 11/23/53, 2»3 12N/35W=33Jl="=Reference point~~top of casing, elevation 295 feeto Southwest of Berros on south side of dirt road, 0o3 mile north and ? 1 mile west of the southeast corner of sectiono SE \ Arroyo Grande Quado 10/28/53, 107*0j 3/9/5U, 107c6| 11/17/51*5 112* 9° 12N/35W=>3l*01°-Reference point—north edge of base plate, elevation 190 feeto In Berros, Gdi mile south and 0o3 mile west of northeast corner of sections SE J Arroyo Grande Quado 3/29/53, 28«6o 12N/35W-3l*G3-=Reference point=>~top of casing, elevation 187«9 feeto o l* mile west of Berros on Los Berros Canyon road, Od mile south of roado SE \ Arroyo Grande Quado 11/12/50, 36,8 9/25/52, 28o5 3/ 9/Sh s 29=9 .11/20/51, i*l*oO 3/2U/53, 2hol 11/17/5U, 53°8 1*/ 7/52, 20o6 11/2V53, 35o7 &= TABLE E»2 ffcontinued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN COASTAL HYDROLOGIG UNIT )epths to water in feet measured from reference point' 12N/35W°= , 3l*KL=<= -Reference point— edge of pump base above notch in concrete slab, elevation 201 . 7 feet. In Berros, 300 feet south of Los Berros Canyon road, 0.1* mile south and 0.1 mile west of northeast corner of section SE \ ifirrojo Grande Quad.. 11/12/50, l^6o? 53, 37 cl 11/12/51*, 1*8.1 11/20/51, 50.0 11 ■ 11/19/55,, $9o0 h/ l/$2 $ 26.1a I 5i* 5 U2.1 ll/27/56 5 50.8 9/25/52, 1*2.1* 12N/'35W~31*Kl°=Refer©nce point— top cf casing, elevation 200 feet* 0.2 mil© south of Los Berros Canyon road, 0,-3 mile west of Berros SE \ Arroyo Grande Quad, 9/27/52* 28.3' 3/2l*/53 5 28„3| U/2h/$3 9 35.9s 3/9/51*, 28.8| 11/17/51*3 1*0.6. 12N/35W=3UN1° -Reference point- -hole between wood blocks, elevation 305 feeto On north side of dirt road Q.I mile east and 0o3 mile north of southwest corner of section. SE \ Arroyo Grand© Quad. 10/28/53, 111*. 80 12N/35W-35F1— Reference point-<=hcie in easing^ elevation 217*3 feet. Ooii mile east of Berros, 35 feet south of Berros Canyon roado SE \ Arroyo Grande Quad. 9/25/52, 1*3.3$ 3/2U/52, hh.l Pj il/2l*/53 ? l*6„0x 3,8/51*, 1*3°5| 11/17/51*, l*6o2o 12S/35W°35F2="=Reference point==crack under pump base, elevation 220 feeto East of Berros, G<>3 mile east on Berros Canyon road from crossing of abandoned Pacific Coast Railroad right of way, 130 feet south of roado SE i Arroyo Grande Quad. 9/25/52, 36.1*$ 3/21*/53, 36.6. 12N/35W=35G1— =Ref erence point°~top of casing, elevation 230 feet. 0.8 mile east of Berros, 100 feet south of Los Berros Canyon roado SE \ Arroyo Grande Quado 9/25/52, l*7oOj 3/2l*/53, 1*9»0| 11/27/56, 1*9-1*. 12N/35W=35K1— Reference point— top of casing, elevation 232.9 feeto 0=9 mile east of Berros, 120 feet south of Los Berros 'Lyon road* SE \ Arroyo Grande Quado 11/13/50 ? 1*7 .1* 7/51* s 1*3.1 1*/ 3/51 i*6o9 , 1*1*.3 11/20/51, 1*9-0 9/ 1/51*, 1*7.6 7/52, 31.3 9/30/51* 5 53.5 3/2l*/53, 1*2.1 P ll/2i*/53, 1*7.0 1/ 3/55, 1*7-9 1/31/55, 1*6.5 8/55, 1*5.2 11/19/55, 61*. L/5U, 57.5 2/5)4, 1*6 . 9 E-98 APPENDIX E TABLE E-3 DEPTHS TO GROUND WATER MEASUREMENT WELLS IN CARRIZO PLAIN HIDROLOGIC UNIT (Depths to water in feet measured from reference point) 28S/i8E~20Cl°-Reference point— top of casing, elevation 2,350 feet. 1*.0 miles west and 8.0 miles north of Simmier. NE^ La Panza Quad. l*/20/51*, 1*8*7* 28S/18E-28HI— Reference point— hole in casing, elevation 2,1*30 feet. 2.7 miles west and 7-8 miles north of Simmier. NE^ La Panza Cuad. U/22/Sh) 2Uo7| 11/21/51*, 25.5« 29S/17E-13 EL— -Reference point— hole in pump base, elevation 2,038 feet, 6o0 miles west and 3°2 miles north of Simmier. NE^ La Panza Quad. 10/21/53, 73*5 Pj 3/12/51*, 26.3s 11/21/51*, 37. 9* 29S/l?E-25«Jl" -Reference point— cement block beneath pump, elevation 2,053 feet* At junction of State Highway 178 and Cholame Roado SE^ La Panza Quad. 10/21/53, 58c8j 3/12/514, 58.5« 29S/l8E-lcMl--= Reference point°~top of ca^sing, elevation 2,080 feet. lid miles west and 2.5 miles north of Simmier . NE^ La Panza 0uad= 10/21/53, 37.1$ 1I/2LM, 36. 5- 2°S/l8E=2CEl"- Reference point— hole in tin cover, elevation 2,031* feet. 1*.9 miles west and 2.6 miles north of Simmier. NE^ La Panza Quado 10/21/53, 17o0 5 3/12/51*, 17c8| 21/21/51*, 18.6. 29S/l6E=21Pl~= Reference point—hole between wood blocks, elevation 2, 0i|0 feet. 3c6 miles west and ?.l miles north of Simmier . NE^ La Panza Quado 10/21/53, 32»8| 3/12/51*, 3l*o0| 11/21/51*, 3l*.8. 29S/l8E="28Kl"=Referenca point—top of concrete oeneath pump base, elevation 2„G2Q feet. 3° 5 miles west and 1.1* miles north of Simmier. SE-| La Panza Quad. 3/12/51*, 36.5f 11/21/51*, 38. 6„ 29S/18E-28LI— Reference point— top of wood blocks beneath pump, elevation 2 5 020 feeto 3° 7 miles west and 1.1* miles north of Simmier. SE^- La Panza Quado 10/13/53 5 27«2j 3/12/51*, 27.1$ 11/21/54, 2^.6. 29S/18E-29EL— Reference point— top of casing, elevation 2,020 feet. 5«0 miles west and 1.6 miles north of Simmier. SE^- La Panza Quad. 10/21/53, 21*. Oj 3/12/51*, 19.1*5 11/21/51** 25.2. 29S/19E-31F1— =• Reference point—top of wood boards, elevation 2 5 100 feet. 0.5 mile east and 0.7 mile north of Simmier. SW^- Simmier Quad. 9/21/51*.. 10.0. E-99 TABLE E-3 (continued) DEPTHS TO GROUND WATER AT MEASUREMENT WELLS IN CARRIZO PLAIN HIDROLOGIC UNIT {Depths to water in feet, measured from reference point) 30S/I8E'-4DL— Reference points-top of casing, elevation 2^,00$ feet. 0.9 mile west of Simmler, 100 feet south of State Highway 178. SE^ La Panza Quad 10/20/53, 33oJU; 3/12/51*, 32o2j ll/ZL/51*, 33o0 o 3QS/18E~1L1»-Referenee point-=-top of casing, elevation 1,995 feete 0.6 mile west and 0.6 mile south of Simmler* SWj Simsnler Quad. 10/20/53, lliloO P| 3/12/51*, 20..1J 11/21/51*, 21.3. . l8E~2Bl»~fieference point— top of casj^g, elevation 1,997 feeto 2„0 miJ.es west of Simmler, 50 feet south :f Stat® Highway 178o SE^ La Panza 'Quad. 10/21/53, 19.2| 3/12/51*, 19.Cj 11/21/51*, 19.0. 30S/l8E/2Ni— Reference point— top of casing., elevation l s 085 £e»t. 2.1 miles west and 0.8 mile south of Siranler. SEj La Panza Quad, 10/21/53, 17<»9| 3/12/51*, 1*0*0 Pj 11/21/51*, 17.G« 30S/l8E-3Dl==-Reference point"- top of casing, elevation 2,000 feeto 2o9 miles west of Simmler, 30 feet south of State Highway 1?8. SE^ La Panza Quad 10/21/53, 30.6j 3A2/51*, I60 7.s ll/2l/51* 5 21. S 30S/I8E-I3M1,— Reference point—hole i ing, elevation 1,980 feeto Id miles west and 2o8 miles south of Simmler. SE^ La Panza Ouad. 10/20/535 13° 5 1 11/21/51*, 12o2o 30S/l8E-lljA2-" Reference point=»top of casing, elevation 1^980 fe®t 1.2 miles west and 2d miles south of S ■. SE^- La Panza Quad. 10/20/53, 12. 2j 11/2L /5 1*, 12o2c 30S/l9E°2°M2°=Reference point—hole in pump base, elevation l P 9l>3 feeto 1.1 miles east and U°h miles south of Siiarelex . SE^ Simmier Quad* 10/13/53, 12.1*1 3/12/51*, 12.3| il/21/51*, 13*5. 31S/19E-2iiEl« -Reference point— top of casing, elevation 1,970 feet, 1.1 miles west and 1.7 miles north of Painted Rock Ranch. NW^- Caliente Mountain Quad* 3/20/53, 20oS; 3/12/51*, 19.8s 1] $h I9°9» 20E«iiHI.— Reference point°°crack between wood blocks,, elevation 1,975 feeto 1.9 miles east and 1.3 miles south of Painted Rock Ranch. NE| Caliente Mountain Quad o 10/13/53, ?•' 2/5i*, 12.8$ 11/21/51*, 12.8. 32S/21E/18A1— Reference point—top of casing, elevation 1,955 feet. 6.1 miles east and 3.3 miles south of Painted Rock Ranch. NWj Caliente Mountain Quad. 3/30/53, 33.5* 3/12/51*, 33.3? 33.6. E-100 TABLE E-3 (continued) DEPTHS TO GROUM3 WATER AT MEASUREMENT WELLS IN CARRIZO PLAIN HIDROLQGIC UNIT (Depths to water in feet measured from reference point) 32S/22E-32L1- -Reference point— top of casing^ elevation 2 9 035 feet. 1.0 mile east and 1.6 miles west of Traver Ranch - Midway Peak, SW Quad. IO/13/53, 63«3; 3/12/5^, 58.1; ll/2lM, 58A. E -101 APPENDIX F RECORDS OF MINERAL ANALYSES OF SURFACE AND GROUND WATER SUPPLIES IN SAN LUIS OBISPO COUNTY AND VICINITY TABLE OF CONTENTS RECORDS OF MINERAL ANALYSES OF SURFACE AND GROUND WATER SUPPLIES IN SAN LUIS OBISPO COUNTY AND VICINITY Mineral Analyses of Surface Waters in San Luis Obispo County and Vicinity „ <, . » . « . . = F=l F-2 Mineral Analyses of Ground Waters in San Luis Obispo County 000,00000000000.0 F-17 F-i d 1 J. fc a e* o ■< n S > W P o 5s It o o ? !. »q ft o 4 m «8 ft •g * <6 «8 > «H +> <* HJ Hi . Sj a a. S3 9 © 8? 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XI o o a, cd (0 CO s: c CD &> to o i-l cd CD CO O +> o p, 3E •H iH o cc e XI O 0) CD o O O M 63 • o J CO to o CD I-I Xi a 0> r-l N t4 o +> rH o cd i-t C ■P 3 c cd O 10 a 49 cd • J CD Cm -P O cd h 0) +> CD •H S O to a. o E c cd o a, cc § a) ■P cd o •H iH (-1 cd a. » to 0> ■a § e Cw a CD E c M 5 O to cm pa r-t b o o +> o CD o o cd • CD Cm M Cm +> to 5 a CD -a! -P 4^ iH a l-l r-l o o > cd ■rt cd a> cd O •rt O -^ < -» > O o o o CL, O » ¥ ^ tt | ^ 1 I o c» i 1 r^ t-^ CN c-t CA r-l r-i cr> 1 A t V£l i VO VO 1 VO oo O o t--v oo _t LT> vo CA cr\ ON OS O o 3 r-l f-l l-i CM r-t VO vo f-~ tv £i t-x tv- _r m4 G-7 APPENDIX H SOIL MOISTURE DEPLETION AND APPLIED WATER STUDIES TABLE OF CONTENTS Page Xn'tr'Ou.'U.CulOn oaceooooooooooooooo»ooo«>«eoo H*»l Soil Moisture Depletion Study . . «, e „ „ „ „ . „ • o «, . . . H-3 Locations of Study Plots , <, „ «, «, . • <> • „ « . . „ „ » . . H°lj Methods and Procedures ocoocoeoooooceooo.o,, H-7 Summary of Results O8oo eo o<, m oo»ooo 00oe <,eo H-llj Applied Water Study • • * «, o <> <> o » . „ . <, . o <, „ . <> <> H<=17 TABLES Table No» Page H-l Location and Description of Soil Moisture Depletion H=2 Field and Laboratory Data Sheet for Soil Moisture H=3 Summary of Typical Laboratory Determination of Basic Soil Moisture Relationships «, o «, o . » * <> . . <, „ H-13 H-ii Observed Consumptive Use of Water at Soil Moisture Depletion Study Plots , 1953 and 19$h . o . « „ . ■ • H=l6 H-5 Application of Water to Representative Crops in San Luis Obispo County in 1953 and 195k ° ° • » <> » H-19 PLATE Plate No, H«=l Soil Moisture Depletion and Accretion, Plot No, 1, Alfalfa, San Luis Obispo County „ . . „ B . , . . <, Following Page H-21 H-i APPENDIX H SOIL MOISTURE DEPLETION AND APPLIED WATER STUDIES Introduction Soil moisture depletion and applied water studies were conducted in San Luis Obispo County during the 1953 and 1954 irrigation seasons for the purpose of determining unit values of consumptive use of water and applied water for various prevailing irrigated crops „ In connection with the study,, data were also obtained with regard to consumptive use of water by certain classes of nonirrigated agriculture and native vegetation,, Information developed and evaluated in connection with the soil moisture depletion and applied water studies were used to derive estimates of consumptive use of applied water and total applied water as described in Chapter IIIo Successful completion of the soil moisture depletion and applied water studies was due in large part to the valuable assistance furnished by the several federal^ state, county s , and private agencies working in cooperation with the Division of Water Resources^ together with the cooperation furnished by irrigators who assisted in the establishment of study plots and maintenance of re cords o Special mention is made of the helpful cooperation of the Soil Science Department 9 California State Polytechnic College , and the San Luis Obispo County Farm Advisor, who made available their laboratory facilities and field sampling equipment Basic soil moisture relationships were established from the results of office and laboratory studies by personnel of the Western Soil and Water Management Section,, Agricultural Research Service* H-l Uo So Department of Agriculture o Valuable power consumption and pump test data were supplied by the Pacific Gas and Electric Company „ In connection with this appendix, the following terms are used as defined: Consumptive Use of Water—Water consumed by vegetative growth in transpi- ration and building of plant tissue^, and water evaporated from adjacent soil and from foliage „ Also termed evapo=transpiration<, Applied Water— The water delivered to a farmer "s headgate for irrigation use. It does not include direct precipitation Also termed duty,, Volume W eight-" The ratio of the oven-dry weight of a given volume of undisturbed soil to the weight of an equal volume of water „ Also termed apparent specific gravity or bulk density „ Field Capacity —The soil moisture remaining when rapid gravitational movement of water ceases following an irrigation^ generally expressed as a percentage of the oven-dry weight of the soil. Moisture Equivalent— The soil moisture retained by a soil sample when the saturated sample is subjected to a force of one thousand times the force of gravity by centrifuge for a period of thirty minutes „ For most soils of medium texture $ the moisture equivalent is a fairly satisfactory measure of field capacity*, In coarse- textured soils the moisture equivalent is lower than field capacity* and in fine-textured soils the moisture equivalent could be higher than field capacity*, Permanent Wilting Point—The soil moisture below which plants cannot readily obtain water necessary for their growth,, Generally expressed as a percentage of the oven-dry weight of the soil* H-2 Available Soil Moisture-^Water contained in the pore spaces between soil parti~ cles which is available for evapo-transpirational use,, It is defined by the difference between field capacity and permanent wilting point of the soilo It is commonly expressed as a percentage of the oven=dry weight of the soil s but may be expressed as equivalent inches of depth of water as in the following equations Pv = (Pwf ° Pwp) x D x Yw 100 where Pv - Available soil moisture, in inches Pwf ~ Per cent soil moisture at field capacity Pwp - Per cent soil moisture at permanent wilting point D - Depth of soil column,, in inches Vw ■ Volume weight Soil Moisture Depletion Study Field and laboratory work conducted during the soil moisture depletion study included the collection of soil samples from representative irrigated plots at regular intervals of time prior to and following irrigations, determination of both field and oven-dry weights of the soil samples^, reduction of resultant values of contained moisture to equivalent inches of depth of water j, and determination of rates of consumptive use of water during intervals of time between successive samplings Results of the soil moisture depletion study formed the principal bases for the derivation of long-time mean units of consumptive use of water described in Chapter III„ H~3 Location of Study Plots Care was exercised in the selection of study plots s© that they would be as nearly representative of the - prevailing crop pattern as possible. Consideration was also given to a possible change in the crop pattern under ultimate conditions ©f development „ Within certain crop groupings,,, as for example alfalfa and permanent pasture < ; considerable variation was noted throughout San Luis Obisp© County with regard to soil types and depths. topography 5 and method of irrigation „ In the case of sugar beets <> variations occur in methods of cultivation and harvesting as well as in soil types and methods of irrigation Within reasonable limits , an attempt was made to resolve these variables in the group of plots selected for study o Care was also taken to select plots with adequate drainage „ Plots were not fenced or otherwise disturbed so as to interfere with normal cultivation, irrigation and harvesting. k total of 13 plots were selected for study during the 1953 irrigation season,, of which four were later dropped because of high water table condiditons or the presence of excessive rock in the sampling zone D Of the nine plots at which studies were completed,; two were alfalfa s two were pasture, four were truck and one was sugar beets In addition to the nine plots at which con- tinuous soil moisture depletion studies were conducted-, intermittent studies were conducted at 15 other irrigated and non-irrigated plots for the purpose of checking data and assumptions obtained from similar studies in other areas 9 as well as for the purpose of providing support data for the current study „ Presented in Table HI ar® descriptions of the 13 base plots selected for the 1953 soil moisture depletion study Data developed at the plots listed in Table H~l formed the principal bases for the determination of units of H*4 consumpti¥e use of water in San Luis Obispo County, Map reference numbers listed in Table H-l refer to plot locations shown on Plate ll, "Present and Probable Ultimate Land Use, 1953" . 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Ci o, OS o> cs o» o «k o\ 2 CM » 2 CM CM (0 «M ®^ N eta c=« «A B-4 «*\ «r\ K •• t« H i-' K IK %* Cfc o> Ci os os a> OS Oi "4! ffs C?\ o «n ON €A ^ti p? E-S ri «»> «^k CM CA O (4 n (0 to 01 to OT W ^ Cj C, «tl C^O^ C^ Oi * -p -p a $ -p -p * m w in w 5 w w g •s •a 1 © © 8 1 1 fa fa fa 1 ft k fa ft (A ft to ft to 1 «£ £ 5 9 ■ © 9 © M With work schedule permitting, additional samples were taken between irrigations to provide further data on loss of soil moisture between irrigations Soil moisture in samples taken following an irrigation was found to be generally at or near field capacity whereas soil moisture in preirrigation samples taken near the ground surface was generally near the wilting percentage with soil moisture increasing with depth Sampling depths varied at different plots „ With deeper rooted crops such as alfalfa,, pasture, certain field crops, and native vegetation^ samples were taken by one-foot depth increments to six feet at most plots,. On shallower rooted crops, samples were taken at six=inch depth increments to a depth of two feeto Below two feet samples were taken at one-foot depth H increments to depths of three,-, four., or six feeto Depending upon the crop- ping practise,, from three to nine cores were taken from each plot at each sampling o At track crop plots ,, cores wer@ taken at quarter points along runs at the tops and bottoms of the furrows „ In the case of pasture irrigated by the border check method^ three evenly spaced cores were taken at quarter points along the runs For sprinkler irrigated plots^ cores were taken in a pattern radiating out from sprinkler heads „ Soil samples were placed in covered cans upon removal from the soil tube and then taken to the laboratory to be weighed and dried „ Volume weights of soils in test plots were determined from soil samples collected with either specially designed coring devices or the Veihmeyer soil tube Undisturbed cores were taken with either a three inch Uhland coring device or a two=ineh diameter Pomona soil sampling device in one to three inch depth increments The number of increments and total length of each core taken depended upon the depth of the principal root zone and the degree of stratification encountered., Cores were retained in protective cylinders and transported to the laboratory for processing c Rou<= tine soil samples collected with the ¥eihmeyer soil tube were also used to check volume weights by a method discussed in a later section of this appendix., In some instances, grab samples were also obtained for field capacity and wilting percentage determinations where it was impossible to obtain undisturbed cores with the special coring devices . Laboratory processing of routine soil samples included initial weight determination of soil samples brought in from the field, controlled drying of samples to remove all moisture, and final weight determinations of dry samples „ H=8 Soil samples were brought directly to the laboratory following their col- lection „ As moisture losses during transportation from field to laboratory were negligible^ the initial moisture content determined in the laboratory was assumed to be equal to the field moisture content of the soil at the time of samplingo Soil samples were then dried while still in cans in thermostatically controlled electric ovens at 105°C for a period of 24 to IS hours depending upon the soilo A temperature of 105°C was used to avoid the possiblity of burning organic matter contained in the samples „ Following drying 5 samples were again weighed to determine their net or dry weight „ Presented as Table H=~2 is a reproduction of a typical field and laboratory data sheet which shows actual data obtained from a pre-irrigation sampling at Plot N© 1 ».ear Aiasc&dejpo It will be noted that samples were weighed to the nearest tenth of a gram before and after oven drying,, As all cans had be 'an brought to a inifom weighty a counter balance made it possible aliadnate the ©an weight from computations „ Data obtained from Plot No„ 1 are considered representative and are cited hereinafter for illustrative purposes, H~9 TABLE H=2 FIELD AND LABOEATORY DATA SHEET FOR SOIL MOISTURE SAMPLES Date Sampled? 8/18/53 Purposes Post=irrigation Crops Alfalfa Date Previous Sampings 8/12/53 Property;; Jespersen Sampled bys R„ E„ M, Hole No. 1 Depth 0=1 1=2 2=3 3-4 4-5 5-6 Can number 117 118 119 120 122 123 Wet weight 100.4 97o4 103.0 130.0 143°5 121.2 Dry weight 82o4 80.7 87.1 113.0 125.0 107.3 Loss 18.0 16 o7 15c9 17.0 18.5 13.9 Per cent water* 21.9 20.7 Hole 18.3 No. 2 15.1 14.8 12.9 Depth 0-1 1=2 2-3 3=4 4=5 5-6 ' Can number 124 127 128 130 131 132 Wet weight 118 „ 9 109 c4 94.5 116.7 136.0 149.5 Dry weight 97o6 92ol 79.6 100.1 117.0 127.0 Loss 21.3 17.3 H.9 16.6 19.0 22„5 Per cent water* 22d 18 „8 Hole 18.7 No. 3 16.6 16.3 17 .7 Depth 0-1 1=2 2=3 3=4 4=5 5=6 Can number 133 134 135 136 137 138 Wet weight 117 o 6 104 o 4 105.8 149.6 108.3 145.8 Dry weight 96.4 86„4 86.7 128.2 92.5 123.-6 Loss *CX o *C 18.0 19.1 21.4 15.8 22.2 Per cent water* 22o0 20o9 22.0 16.7 17.1 18.0 Hols No. 4 Depth 0-1 1=2 2=3 3=4 4=5 5=6 Can number 143 146 147 148 149 150 Wet weight 83.4 669 116.9 125.4 151.3 148.7 Dry weight 68 e3 55.9 97.9 107.1 129.8 126.7 Loss 15.1 11.0 19.0 18.3 21.5 22.0 Per cent water* 22.1 19.7 19.4 17.1 16.6 17.4 * Per cent water on a dry weight basis, H=10 FIELD AND LABORATORY DATA SHEET FOR SOIL MOISTURE SAMPLES ( continued) Hole No„ 5 Depth 0=1 1-2 2=3 3=4 4=5 5-6 Can number 151 152 154 155 156 157 Wet weight 108„3 83 °9 107o8 80„3 142 o 144<>7 Dry weight 87„7 693 887 69*0 12l 2 126o4 Loss 20o6 14o6 19ol llo3 ' 20*8 18„3 Per cent water* 23»5 21„1 21,5 l6o4 17.1 ±k°5 * Per cent water on a dry weight basis „ H=ll Soil samples collected with the Uhland coring device and Pomona soil sampling device were processed in a more elaborate manner than were the routine samples collected for moisture determinations „ The soil ©ores were first saturated by partial ismersion in water for 43 hours „ They were then placed on a Learner-Shaw blotter tension table with a tension of 60 centi- meters of water o Samples remained on this table until moisture equilibrium was reached o Samples were then weighed and placed on ceramic plates „ Sub- sequent tensions of 100,, 200 P and 330 centimeters of water were applied „ Samples were weighed between each tension run c At the end of the run fl samples were oven dried„ The soil was then removed from the cores^ broken down, and passed through a 20 mesh screen . The 15,000 centimeter tension was run on this material^, using the standard Richards 8 type pressure plate technique „ Disturbed samples were processed in similar fashion except the air dried soil sample was packed uniformly into small soil cans two inches in diameter and one inch deep» All 15 a 000 centimeters tension observations were replicated three times „ Many of the undisturbed cores were replicated and all disturbed samples were replicated three times „ Presented as Table H-3 is a reproduction of laboratory test results from undisturbed cores obtained at Plot No„ l a 1=12 o CO CO 1TN ft O u o H CO 3 Cn O CO o Sh ft 05 CO O CO H sO CV en e- eA i en H=13 folume weights or apparent specific gravities of soils were derived as described in the previous section and were checked by comparison of the average dry weight of a number of soil samples obtained from a selected group of stations with the weight of an equal volume of water o Volume weights determined in this manner cheeked closely with the results ©f laboratory determinations,, Data obtained from routine sampling of plots were summarized by averaging the per cent moisture content at equal depths Loss of soil moisture between samplings was derived as the difference in moisture content measured after each samplingo For the short periods immediately before,, during^ and after irrigations,, when no measurements of moisture depletion could be made 9 depletion rates were estimated using the rates measured prior to and after irrigations In a few cases o it was necessary to eliminate certain plots from the study program due to the presence of a perched water table and in one case due to the presence of excessive rock and gravel in the sampling 2©ne Results from one plot proved to be inconclusive apparently because of excessive drainag© which occurred after the soil had reached its field capacity,, with a resultant depletion rate in excess of what actually occurred due to transpiration and evaporation alone » Summary of Results Results of soil moisture depletion determinations expressed in equivalent inches of depth of water are smaHnarissed in fable H-4 for all plots at which studies could be completed and evaluated., Soil moisture depletion and accretion rates at Plot No,, 1 as measured during the 1953 study season are depicted graphically on Plat® H-l w Soil Moisture Bepletion and Accretion**., fertical lines shown on Plate H~l indicate times precipitation H~H occurred or irrigation water was appliedo Rates of consumptive use are indicated by the slopes of lines between irrigations; and the sum of the ordinates of the sloping lines for any period represents the total amount of water consumptively used for that periodo Soil moisture depletion curves as shown on Plate H«l are normally straight lines since the rate of depletion is relatively independent of the level of soil moisture as long as the moisture content is maintained between the moisture equivalent and the permanent wilting point o H-15 ® "3s as 3 9 s ° I JO vt i& qp3 €|« HI id HI w m "O :■), T) • O • b rf b *** H-16 Applied Water Study A study cf current practice in the application of water to irri- gated crops was conducted in San Luis Obispo County during the 1953 and 1954 irrigation seasons in conjunction with the soil moisture depletion study „ In addition to providing a basis for the determination of units of applied water., the study furnished a considerable amount of data on irrigation methods and frequencies and local crop management o From the combined results of the soil moisture depletion and applied water studies sufficient data were available to provide a basis for estimating irrigation efficiencies,. Field and office work in connection with the applied water study included the maintenance of records of power consumption at wells serving 27 study plots and the computations of total applied water for various desired units of time based on the quotient of measured kilowatt-hours and a conversion factor of kilowatt -hours per acre- foot of water pumped 6 Con- version factors were obtained from the results of pump tests performed during the periods for which power consumption was measured and for which units of applied water were desiredo As in the case of the soil moisture depletion study, efforts were directed towards securing a representative group of test plots for the applied water study „ Care was taken to include typical plots with regard to crop type and variety ;) soil type, slope c. method of irrigation and method of culti- vation In the case of the applied water study „ however , entire fields or cropped areas were used B with units of water application being expressed in acre-feet per acre per unit of time, Areas of study plots were determined from field surveys and by planimetering from base mapso H-17 Summarized in Table H-5 are descriptions of the 27 plots studied during the 1953 and 1954 irrigation seasons together with measured monthly quantities of applied water « Locations of study plots are shown on Plate 11, "Present and Probable Ultimate Land Use^ 1953" » H—18 ■ A 4 4J g a V §« r a re <3 M h I 4» B s V) w 3 o h oc ©n D © M o Q » f c i> *4 b a 9 in & ■ » IN ©\ 3\ «M pn un tv. ©N *M ft no CM 11% o S ©n eg SO ©n CM \0 o J" so in ao o\ o (H ©N O o o-t PN O O s-4 o oo UN o OO 8=4 ©N O H 8-4 O O 4N. 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H *•% ■9s HI HI H=21 TO 1-FOOT SOIL ZONE 10 20 30 10 20 31 10 20 30 10 20 31 10 20 31 10 20 30 10 20 APRIL I WAY I JUNE I JULY | AUGUST [SEPTEMBER | OCTOBER 1-FOOT TO 2-FOOT SOIL ZONE -ME X r ^ P- -<^ V ■s ^-j \ -N. -PWP 10 20 3 APRIL 10 20 2 MAY 10 20 30 10 20 31 10 20 31 10 20 30 10 20 31 JUNE JULY | AUGUST | SEPTEMBER 1 OCTOBER 2-FOOT T04-F00T SOIL ZONE -ME [^ ^s sr "^0 S N K N, 10 20 3 APRIL 10 20 3 MAY 1 10 20 3 JUNE 10 20 3 JULY 10 20 3 AUGUST 10 20 30 10 20 31 SEPTEMBER | OCTOBER 4-FOOT TO 6-FOOT SOIL ZONE -ME \ L^ E N ^ -PWP 10 20 3 APRIL 10 20 3 MAY 10 20 3 JUNE 10 20 3 JULY 10 20 3 AUGUST 10 20 3 SEPTEMBER 10 20 31 OCTOBER TOTAL SOIL ZONE ME- MOISTURE EQUIVALENT PWP- PERMANENT WILTING POINT SOIL MOISTURE DEPLETION AND ACCRETION PLOT NO. I ALFALFA SAN LUIS OPISPO COUNTY 1953 DEPARTMENT OF WATER RESOURCES PLANS FOR THE PROTECTION AND DEVELGPMEI OF RECREATIONAL RESOURCES IN SAN LUIS OBISPO COUNTY By David Eo Pelgen^ Senior Fisheries Biologist Leonard Oo Fisk^, Assistant Fisheries Biologist Under the Direction of Robert Mo Paul* Water Projects Coordinator California Department of Fish and Game Prepared in Cooperation with the California Department of Water Resources Division of Resources Planning TABLE OF CONTENTS Page Introduction . . . „ . „ . . . . . „ „ . . . . „ . . . . . „ „ „ . . „ „ l_i Present Recreational Resources . „ . » » . « . „ „ . <> . » „ <> . „ „ „ 1=2 Fisheries „ » » „ . » . „ „ „ „ . <, „ - . . „ . „ = <> „ . * . 1=2 Wildlife o o c o o o o o o o o o o « » o . o o o » o o o . . . . „ 1=5 Allied Outdoor Recreation <, . . = <> . „ „ „ „ . . „ . . „ „ . » . 1-7 Water Conservation Plans » . o ° » . « . » „ o « . » . . . . „ 1-9 Effect of the Water Conservation Plans on Recreational Resources . » . . 1=11 Fisheries „ <> . . . . . . „ . . . . . . . . . . . . . . . . „ . I -11 WJ.XU.XlI C OOOOOOOOOOOOOOOOOOOOOOOOOOOOO X^xC Plans for Recreational Resources «, . . » » » . . , , . „ . . . . „ 1=13 Fisheries » „ . » » . . . . „ <, . . « . « . . . . o « . , . . „ . . 1=13 Wildlife o . , o o o . o c o c o o o o o = o o o o o o , o o o 1=17 Allied Outdoor Recreation » . „ e . „ <> . „ . „ . ° . « . ■> . . . 1=17 Summary » « „ <> <> <> <> „ „ <> <> <> <> <, » <> <, o <> « « <, „ » » <> <> <> <, <> 1=19 Table lo, 1=1 Number of Trout Planted in San Luis Obispo County Waters During 1955 ° ° • • • • ° » . . . . . . . . 1=3 1=2 Number of Fish Reported by Marine Party Boat Operators in San Luis Obispo County During 1955 ° » • • • I-**- 1=3 Commercial Fish Landings at San Luis Obispo County Ports During 195*+ ° » . „ „ . « „ . „ . „ . „ . 1=5 I-k Estimated 1955 Wildlife Kill in San Luis Obispo County <. . . « . » . . „ „ „ » „ . . , . „ . ° . 1=6 1=5 State Parks Located in San Luis Obispo County » . „ . . „ „ 1=8 I-i Table No. 1 = =6 I- =7 !• .8 1 = -9 Plate No. Page San Luis Obispo County Parks „ » » „ . . <> „ „ . « . . . „ , 1-8 Major Reservoirs Considered for Development In San Luis Obispo County and Yicinity . . » , „ . . „ , . 1=10 Minimum Pool Suggestions for Fishery Protection in Potential San Luis Obispo County Reservoirs . . » . . „ 1-15 Suggested Stream Flow Releases Below Potential Reservoirs in San Luis Obispo County . „ . ■> » » . . „ „ o I=l6 Major Existing and Proposed Recreational Areas =ix PLANS PCR THE PROTECTION AND DEVELOPMENT RECREATIONAL RESOURCES IN SAN LUIS OBISPO COUNTY Introduction The recreational resources of San Luis Obispo County are concen- trated along the coast, and are largely ocean=associated» Prominent are such activities as fishing, clam digging, hunting, abalone fishing, swimming, and boating o The coastal area enjoys cool summer weather and, as is typical along all of California's coast, recreational seekers from the warm interior areas find it attractive o The interior portions of San Luis Obispo County, although adapted to fewer types of outdoor recreation, are by no means devoid of these resources » The activities in inland areas are largely devoted to hunting and fishing, and to the large category of general highway use and outdoor enjoyment » It is expected that recreational activities in California will increase in the future, and that the rate of this increase will be more rapid than the rate of population increase o In that most types of outdoor recrea- tion are directly associated with water, it follows that a plan for the future development of water resources must include provisions for the recreational use of the water resources o The water requirements of many types of recrea- tion are nonconsumptive in nature, and can frequently be met without inter- fering with other uses. In instances where recreational use of water conflicts with its other beneficial uses, a decision must be reached regarding the higher use in that particular case. This report describes the present recreational resources of San Luis Obispo County, the areas that are believed to be susceptible to future recreational development <, and the effect that the proposed water development plans would have upon theme Pres ent Recreational Resources Fisheries The rainbow trout is the only native species of game fish presently- found in numbers in inland waters of San Luis Obispo County <> It is found in its resident form in the headwaters of several streams in the County,, while its anadromous fom 5 the steelhead rainbow trout , runs into the larger coastal streams o During extremely wet years in the past^, large numbers of steelhead have been known to reach the upper Salinas River to a point several miles above the present site of Salinas I«an. However <, runs into the Salinas River have been small or nonexistent during recent dry years ° Future water develop- ments in the Salinas River Basin are expected to almost entirely prevent steelhead from using its streams.. Several of the coastal streams in San Luis Obispo County have sufficient flows to support significant populations of steelhead » Typical of such streams are San Carpoforo 9 Arroyo de la Cruz, San Simeon, Santa Rosa p and San Luis Obispo Creeks » All of them presently provide some steelhead. angling in tidewater o Trout fishing in the County is supported largely by catchable-size rainbow trout planted by the State Department of Pish and Game<> The waters and the numbers of trout planted during the 1955 season are shown in Table I-lo Some of the trout taken in the County result from natural reproduction and some are yearling or older steelhead., but with heavy fishing pressure and limited trout habitat , most of the fishing is provided by planted fish,- 1-1 NUMBM OF TROUT PLANTED IN SAN LUIS OBISPO COUNTY WATERS BUSING 1955 % Number Arroyo d® la Cruz Lagoon 14,000 San Simeon Lagoon 14,000 San Simeon Creek 6,000 Arroyo Grande Creek k,i Lopez Creek 19,000 4,000 Morro Creek 1,000 Chorro Reservoir 5,000 Reservoir Canyon Lake 10,000 Warm-water game fishes, including largemouth black bass, sunfish, crappie, and catfish, have been introduced into suitable waters in San Luis Obispo County and support a limited amount of angling » These fish are best adapted to lakes, and are found in Salinas Reservoir, Ataseadero, and Oso Flaco Lakes, and some of the small, privately-owned reservoirs and farm ponds in the County,, Oso Flaco and Ataseadero Lakes and Oceano Lagoon are the only warm= water fishing areas generally available to the public at the present time<> It is expected that Salinas Reservoir will be opened to controlled public fishing for the first time during the early part of 1957° Marine sport fishing is available along the entire coast line of San Luis Obispo County, and surf and rock fishing are popular sports » Party boats are available at Cayucos, Morro Bay, and Avila, and moorage for private pleasure boats is also available at the latter two harbors. Table 1-2 gives the reported 1955 party boat landings o Clamming is very popular in the Morro Bay and Pismo 1-3 Beach areas , The area from Shell Beach to Oso Flaco Lake Is the most important and productive clamming area in the State » Abalone and mussels are also sought by sportsmen along the rocky portions of the coast D TABLE 1=2 NUffiER OF FISH REPCBTEB BY MABI1E PARTY BOAT OPERATORS II SAN LUIS OBISPO COUNTY DURING 1955 Species Number of fish Rockfish 260,797 Lingcod 5^ 673 Jack mackerel 3*038 Miscellaneous flatfish 2,982 Cabezon 2,791 Pacific mackerel 1*259 White croaker 84 Salmon 64 California halibut 27 Sablefish 25 Albacore 9 Kelp or sand bass 5 Sculpin 2 Others 441 TOTAL 277 » 197 Noo Angler Days 21,590 Although it has no recreational value, commercial fishing deserves mention in this report «, It is a significant Industry in San Luis Obispo County, providing a large portion of income to several coastal towns o Some of the commercial species are taken immediately adjacent to the coast, while others are taken at sea some distance from the ports of landing <, The 1954 commercial fish landings in San Luis Obispo County are shown in Table 1-3° These fish had a value of approximately $586,500 to the commercial fishermen. 1=4 TABLE 1=3 COMMERCIAL FISH LANDINGS AT SAN LUIS OBISPO COUNTY PORTS DURING 195^ In Pounds Species % Port of landing % Port San Luis ° Morro Bay % San Simeon Abalone 89,897 178,189 ^32,350 Albacore 121 , 200 666,783 Anchovy 1,193,000 Sardine 1,552,250 lkf,l60 Salmon 213,867 92,710 Sole 283,509 397,608 Rockfish 9%hl5 ^5,526 Pacific mackerel 26i, 9 850 267,993 Crab 23,800 2^,218 Shark 306,632 Bigeye tuna 68,951 Yellowf in tuna 50,000 California halibut 33,739 Pacific oyster 311,519 All other 90,593 69,600 „_ = ___ == _ TOTALS *v, 38V, 763 2,561,306 ^32,350 Wildlife Numerous hunting opportunities exist throughout much of San Luis Obispo Countyo Big game, waterfowl, and upland game species are all present in the County and are taken in significant numbers . Table I-k gives estimates of the numbers of various wildlife species taken in the County during 1955° 1=5 TABLE I -It- ESTIMATED 1955 WILDLIFE KILL IN SAN LUIS OBISPO COUNTY i Per cent of Species ° Number taken i State total Black-tailed deer 1*933 2o7 Bucks 31^000 0<.9 Geese 1,700 0»5 Valley quail 36,900 2.8 Mourning dove 58,1*00 <- o .J Band-tailed pigeon i8,80O 13-9 Brush and cottontail rabbits 5,1+00 1.2 Jack rabbit 8,700 0c7 Coot 3,100 0«5 In addition to the species listed in Table 1-1^ elk, wild turkeys, chukar partridges, and beaver are present, the latter three species having been planted by the Department of Fish and Game,, A controlled hunting season for chukar' partridges was opened for the first time in 195^ > &£d some birds were taken . As yet no hunting has been allowed for wild turkeys. Several areas in the County are subject to intensive use by hunters. Most of these areas are shown on Plate L The Morro Bay area is a favorite for black sea brant . Quail and doves are found in large concentrations in the upper Salinas Basin, and the Dune Lakes area supports large populations of doves, quail, and waterfowl. Big game hunting is important in the Santa Lucia Range and the La Panza Range east of Pozo, Chukars and quail are found in the Temblor Range and the upper Salinas Basin. Pigeons are numerous in Lopez Canyon and the Adelaida area. The Department of Fish and Game and local groups have made various improvements to benefit wildlife in San Luis Obispo County- Some 80 "gallinaceous guzzlers", watering devices for upland game, have been installed, 1-6 and cover crops have been planted in several areas to Increase the quality of game habitat * Allied Outdoor Recreation Facilities for outdoor recreation in San Luis Obispo County are considered to be above average for California as a whole . The many miles of coast line have contributed largely to this development <> Present developments consist of State Parks , which are listed in Table 1-5 and shown on Plate 1=1 entitled "Major Existing and Proposed Recreational Areas", County Parks, listed in Table 1-6 and shown on Plate 1-1, facilities provided by the United States Forest Service within Los Padres National Forest, and developments by private individuals o State Highway No. 1, which parallels the coast in the northern portion of the County, is considered a major recreational facility . It is used mainly by people enjoying the scenic and recreational features of the area. In addition to the developments mentioned above,, portions of beaches and coast line are owned by the State and County but have been left largely undeveloped. The acquisition of more coast line for recreational purposes is to be encouraged. Of considerable importance to ocean sport fishermen are the four public fishing piers located in the County., These piers are located at Cayucos, Avila (2), and Pismo Beach, where they were developed by local interests. The Board of Supervisors is currently considering a plan to pro- vide a public fishing pier at San Simeon. Boating and water skiing enthusiasts as well as sport fishermen are benefited by boat harbors at Morro Bay and Avila. 1-7 TABLE 1=5 STATE PARKS LOCATED IN SAN LUIS Map s s % reference t Name s Area % Facilities number s 9 in acres • 1 San Simeon Beach 42 Day use 2 Cayucos Beach 25 Day use 3 Morro Strand Beach 15 Day use U Morro Bay 1, 529 Camping,, golf course ., boat basin 5 Aviia Beach 9 Day use 6 Pismo Beach 311 Camping^ day use TABLE 1=6 SAN LUIS OBISPO COUNTY PARKS Map : reference: number : Area in acres Facilities 7 La Grande Beach 8 Morro Bay 9 Atascadero Beach 10 Cambria 11 San Simeon 12 San Miguel 13 Shandon Ik Templeton 15 Atascadero Lake 16 Atascadero Memorial 17 Cuesta Canyon 18 Routzahn 19 Oceano Memorial 20 Grover City 2 k it 5 5 30 7, kh Day use Day use Day use Day use Day use Day use, sports Day use. s sports Day use, sports Day use sports sports sports Day use. Day use Day use , 1-8 Development of summer and weekend cottages has taken place in Lopez Canyon, and to a lesser degree in such areas as the canyon of the East Fork of Morro Creek . Salinas Reservoir is presently open to the public, and provides facilities for fishing,, boating, picnicking, as well as associated types of recreationo It is anticipated that Nacimiento Reservoir will also be opened to the public for similar uses. Vaguer© Reservoir is presently under construction . Water Conservation Plans The water conservation plans discussed in Chapter IV of this bulletin comprise several storage reservoirs on streams tributary to the Salinas River and on the major coastal streams . These reservoirs would impound water during the winter rainy season to be released later for irriga- tion, domestic, and municipal use and to replenish ground water basins . The reservoirs considered and their sizes are listed in Table 1-7° They are also shown on Plate I-lo 1-9 TABLE 1=7 CONSIDERED FOR IN SAN LUIS OBISPO COUNTY AID DEVELOPMENT VICINITY River and site i Depth ofsWater surfaces Capacity % Maximum s water ats elevation,, sof reser~s surface % dam in s maximum r/oir, in s area, % feet % pool sacre-feets in acres Santa Rita Creek Santa Rita Jack jg r eek Lower Jack Nacimiento River San Miguelito Jarrett Shut -In San Carpof o ro_Creek Bald Top" Upper Ragged Point Arroyo de la Cruz Yellow Hill San Simeon Creek San Simeon S anta Ro sa Creek " Santa Rosa Old C reek Whale Rock Arroyo Grande Creek Lopez 190; 198 163 1*6 220 25 438 518 3;- .000 6o, 000 35*000 40,000 50,000 790 Reservation 'or silt, in acre -feet 138 1,1*3 15,000 3lt0 501 I 140 1,130 25,000 500 500 158 214 1,268 1,11k 130,000 110,000 3,060 1,960 1,000 1,000 175 230 845 300 20,000 30,000 250 255 500 500 740 500 420 500 610 500 940 1,000 San Miguelito and Jarrett Shut-In Reservoirs, on the Nacimiento River, could release water downstream to Nacimiento Reservoir,, thence by conduit to various water service areas in the Upper Salinas Unite Lower Jack and Santa Rita Reservoirs could be constructed to replenish ground water supplies and for municipal and domestic supplies in the Paso Robles-Atasc&dero area<> I -10 Lopez Reservoir could recharge ground water basins and could also provide municipal water supplies to the Arroyo Grande area by a pipe line- In addition, its operation would result in certain flood control benefits for the Arroyo Grande Valley » The remaining reservoirs on the coastal streams could release water downstream or into conduits for use along the coast for irrigation, domestic , and muni c i pal pur po ses. Effect of the Water Conservation Plans on Recreational Resources Fisheries Many of the water conservation developments considered in this bulletin would be detrimental to steelhead populations in the streams concerned insofar as they exist at the present time. The dams would prevent steelhead from ascending the streams to spawning gravels in the upper reaches « There would be little possibility of providing adequate spawning grounds below the dams in most streams,, due to the proximity of the dams to the ocean. At none of the dams would a fish ladder seem to be a feasible remedial measure » The dams are for the most part rather high, and with widely fluctuating water levels fish ladders would be quite costly <> Furthermore, the major spawning areas would be flooded by the reservoir in most cases . It is possible, however, that if a development were located far enough upstream and a satisfactory flow were released to the stream below ^ the steelhead fishery could be maintained in that stream o Such releases^ however 9 would reduce the amount of water available from the reservoir for water conservation purposes . I »11 The reservoirs considered in this report could also be operated to produce new lake fisheries of considerable value <> It is probable that most of them would be of the warm=water type* The limiting factors in these reservoirs would be water level fluctuation and size of minimum pools . While fluctuation of these reservoirs is a necessary feature in the operation of the project and cannot be curtailed, a warm^water fishery could not be maintained without a minimum pool reservation . These reservoirs would not produce optimum populations of game fish due to fluctuation, but they could be made to produce numbers com- mensurate with the size of the minimum pools ° The reservoirs could provide more opportunities for angling and support heavier angling pressure than is now pre- sent if public access were permitted at each reservoir » Wildlife The wildlife species in the County would probably not be affected to any great degree by water conservation plans considered herein*. Limited areas now occupied by game would be inundated by reservoirs, but it is expected that the shore lines of the reservoirs would compensate for this losso Since no open canals are included in the projects discussed in this bulletin, the hazard of these structures to deer is not a consideration « The reservoirs considered in this bulletin could also serve as resting areas for waterfowl. It is doubtful, however, that they would produce much food, since extreme fluctuation of water levels would prevent the establishment of rooted aquatic vegetation. Allied Outdoor Recreation Other outdoor recreational pursuits should be enhanced by the water development plan* Picnicking, boating, and camping, as well as fishing, may become popular at the reservoirs considered, if permitted* 1-12 Routzahn Park, located at the junction of Lopez and Arroyo Grande Creeks, would be inundated by Lopez Reservoir. However, the reservoir area could become a major recreational attraction of far greater value after con- struction o Of the utmost importance to recreation at all of the projects is the matter of public access. This should be an integral part of the planning, and should be secured for each reservoir to be constructed, providing adequate public health safeguards are maintained. Since public use of these areas would in no way interfere with the operation or yield of the reservoirs, it would be a relatively simple matter to supply the few developments needed for public use. Pla ns for Recreational Resources F isheries As stated in the previous section, the construction of dams on the coastal streams would have the effect of reducing the populations of steelhead in these streams. Yet, the reservoirs impounded by the dams would provide habitat for populations of game fishes . It is simply a matter of removing a stream fishery and replacing it with a reservoir fishery, tn some parts of California, particularly the large salmon and steelhead streams in the north, this would seriously reduce the total amount of fishing available. In the San Luis Obispo County streams under consideration, however, the value of the reservoir fisheries should be sufficient to offset the lost stream fisheries, provided the reservoirs are operated in a manner compatible with fish produc- tion. 1-13 The reservoirs included in the considered water development plans could be provided with dead storage pools suitable for the protection of fish populations during periods of maximum drawdown . Suggestions for minimum pool elevations are given in Table 1=8. These suggestions are considered the minimum required to provide suitable fish populations . If larger minimum pools were to be reserved, larger fish populations would result* As pre- viously discussed, however , maintenance of minimum pools suggested in Table 1-8 would result in less water conservation yield from the several reservoirs considered. During the build-up period prior to full utilization of the yield of each reservoir, minimum pools could be maintained^ however, with very satis- factory results * 1-14 MlffiMUM POOL IN POTENTIAL TABLE 1-8 SUGGESTIONS FOR FISHERY 'PROTECTION SAN LUIS OBISPO COUNTY RESERVOIRS River and site Santa Rita Creek Santa Rita Jack Creek Lower Jack ■Nacimiento River San Miguelito Jarrett Shut -In San Carpoforo Creek Bald Top Upper Ragged Point Arroyo de la Cruz Yellow Hill San Simeon Creek San Simeon Santa Rosa Creek Santa Rosa Old Creek Whale Rock Arro yo Grande Creek Lopez i Water surfaces Minimum. s Minimum i elevation, s pool spool surface i minimum s capacity, ins area, in ; pool s acre-feet s acres 1,070 1,020 66 1,0^0 1,200 98 1,200 1,000 8,860 9,200 5to 320 730 110 790 660 58 62 70 2,680 180 90 2,090 150 290 970 71 100 1,860 130 1+20 1A90 160 * Exclusive of silt reservation „ Table 1-9 lists the minimum flows that are considered necessary to maintain resident or anadromous fish populations in streams below dams* Releases from storage at the expense of water conservation yield would be required to supplement natural flows to maintain the flows listed in Table 1-9 ■ In some instances, this water would be available for later downstream use. 1-15 TABLE 1=9 SUGGESTED STREAM FLOW RELEASES BELOW POTENTIAL RESERVOIRS IN SAN LUIS OEISPO COUNTY Reservoir % flow to stream Santa Rita 5 c.f.s. Lower Jack 5 c.f.s. Jarrett Shut -In 50 c.f.s. Bald Top 5 c.f.s, Santa Rosa 5 e.f .s. (May-November ) 10 c.f.s. (December -April' Several lakes in the County are susceptible of developments to provide fishing and allied recreation. Foremost of these are the Dune Lakes , several small lakes located along the coast near the town of Arroyo Grande. These lakes appear to be quite similar to Oso Flaco Lake 9 located several miles to the south, which provides good warm-water angling. The main expenditure on these lakes would be to acquire access^, since few developments would be required, Laguna Lake located near San Luis Obispo is also considered as having possibilities for recreational development. This lake is relatively shallow at the present time, and would perhaps require dredging in some parts to provide a suitable habitat for fish. Because of its proximity to San Luis Obispo, it would probably have considerable fishing and recreational value if developed for these purposes. Chorro Reservoir located In Camp San Luis Obispo and part of the water supply for that facility possesses potentiality as a trout water. If public access were made available and adequate public health safeguards were main- tained, Chorro Reservoir would be a valuable addition to the fishing resources of the County. It is not anticipated that any expenditure would be necessary for this project,, except that for planting eatchable-sized trout. Possibilities exist for the erection of stream flow maintenance dams on streams that will contain no water conservation - developments, such as San Luis Obispo Creek. No specific recommendations are made for this type of development in this report , but as recreational needs become greater they should receive consideration . Wildlife Wo specific recommendations will be made for wildlife species in San Luis Obispo County. It is possible that additional watering devices and more cover crops would increase the carrying capacity for upland game. Further study is required before it can be determined how much more development is needed . The acquisition of the Dune Lakes and Laguna Lake for public use would increase public hunting opportunities in the County, especially for upland game and waterfowl. Both of these areas are presently under private control and exclude public use. Allied Outdoor Recreation The portions of San Luis Obispo County that are presently used for recreational purposes, or are believed to be susceptible to future recrea~ tional development j, are shown on Plate 1-1. The classification of a land or water area as recreational does not necessarily preclude other types of use on the same land or water. It is intended to delineate the areas which recrea- tional use should be encouraged. There are undoubtedly areas in which recreation is or will be important that have been omitted from this classification. These may have been omitted, due to their small area, their 17 relatively minor recreational importance, or through, an oversight = For the purpose of this investigation, it is believed that all major areas have been included* with the exception of the hunting areas ■> Deer and upland game species are hunted throughout most of the County* but since this type of recreation is of relatively short duration and covers extensive areas, they are not shown on Plate X-l* although they are of major importance » An examination of Plate 1=1 will show that the entire coast line is considered a potential recreational area It is believed that in the future^, with the expected increase in population and resulting recreational needs* this use will far outweigh any other » This section is admirably suited to recreation* being composed of long stretches of wide^ sandy beaches and rugged 5 rocky coast lines « It is expected that large numbers of summer cottages and suburban developments will be constructed in this area in the future 5, as more leisure time becomes available and population increases » One-fourth" 1 of the shore line in the County is now public property* County, State* or Federal* and it has been proposed by the County that an additional 38 miles of ocean frontage be acquired « Even though some 30 per cent would remain in private ownership* this does not alter the fact that most of it should be considered recreational* if for no other reason than its scenic value for motorists- To further recreational uses along the coast* several harbors could be improved for small craft and fishing boats » At present, only Morro Bay and Avila are safe harbors for these types of vessels » "Both of these harbors could be improved and enlarged to accommodate mere use. State funds were recently expended on the improvement of a small boat basin at Morro Bay State Park. Additional dredging of Morro Bay could greatly increase its usable area, 1-18 Its breakwaters also need repairs . Such activities as fishing, sailboating, water skiing and swiimning would be enhanced » The harbor at Avila could be expanded by developing an inner boat basin in the lagoon of San Luis Obispo Creek. This would increase facilities for boat storage and use in the area San Simeon Bay could be improved by the addition of a breakwater to further protect the bay, and a wharf for landing boats „ All of these ports have been recommended for further development or study by the U. So Corps of Engineers or local interests „ Several lagoons, such as those of the Arroyo de la Cruz and San Carpoforo and Villa Creeks, could possibly be enlarged by dredging and should certainly be opened for public use, especially fishing and camping „ Several of the better trout fishing streams, including Lopez, Morro, Tassajara, and Atascadero Creeks, are classified as recreational, primarily because of angler use. The construction of cottages in these areas should not be discouraged, but public access to the streams should be assured . In addition, all present and potential reservoirs are included in the recreational classification „ The large recreational potential of these areas is obvious o Summary San Luis Obispo County contains many recreational resources., Marine and fresh water angling are popular sports, especially along the coastal area. Hunting, mainly for deer and upland game, is conducted throughout the County. Numerous State and County parks are present, mostly along the coast . Commercial fishing is a significant industry = 1-19 The water conservation plans considered herein for the County- would include several storage reservoirs on streams in the Upper Salinas Unit, and others in the Coastal Unit» The dams on most of the coastal streams would prevent steelhead from using these streams^ however, the reservoir fisheries created may be expected to more than compensate for this iosso It is not expected that any of the plans would have an adverse effect on hunting,, and other outdoor recreational pursuits should be substantially benefited by ito Suggestions are given for minimum pools which could be reserved in the reservoirs for fisheries, and for stream flow releases from several reservoirs, if desired. Major recreational areas now present , as well as additional pro- posed recreational areas } are shown on a map of the County*, Plate 1=1. 1-20 \ KING CITY, J / y I , t-J GS A Q U J N ^.. / /^ T E M » I- ° " (/.'<& PLATE I- 1 <^ A I N r- /* \ \ \ rs I M M L E R U N k J tf^- . ®l •V\ • -® v ®®>®x , * i ' / v) w •\S ® , ® . ® ." N ^ ~ v — / . «~ / > o M ^CRESTON '£r- ^ Hi v & r' LEGEND PROPOSEO RESERVOIR ANO RECR. MAJOR EXISTING RECREATIONAL STATE PARK *y X v) "V- >*nfA ROSA RESERVfl RESERVOIR x , \ ~\ ' ^ CAY >/ s / SA N Jte , V^i '.'>QHf>:<- SAY 1 X ' ^SlPlIt; 1 L lJ J s o a i s f "SU3 U'M 1 ~f "«■ 'L ® . PACIFIC OCEAN • FIVE DEER KILLS. 1950 DEPARTMENT OF WATER RESOURCES SAN LUIS OBISPO COUNTY INVESTIGATION MAJOR^EXISTING AND PROPOSED RECREATIONAL AREAS 1956 APPENDIX J RECORDED AND ESTIMATED MONTHLY RUNOFF AT SELECTED STATIONS IN SAN LUIS OBISPO COUNTY AND VICINITY DURING 16-YEAR BASE PERIOD 1935-36 THROUGH 1950-51 TABLE OF CONTENTS RECORDED AND ESTIMATED MONTHLY RUNOFF AT SELECTED STATIONS IN SAN LUIS OBISPO COUNTY AND VICINITY DURING 16^ YEAR BASS PERIOD 1935-36 THROUGH 1950=51 Estimated Monthly Inflow to Salinas Reservoir . . . o . » . . « . . . J-l Estimated Monthly Runoff of Jack Cr^ek at lower Jask Creek Bam Site ................. . .. . J~2 Estimated Monthly Runoff of Santa Rita, Creek at Santa Rita Bam Sit® <, . » . . . . » . . . . . . . . . . . . <> J~3 Estimated Monthly Runoff of Nac indent o River at San Miguelito Dam Site . <> . . o o . . . . . . . . . . » . . 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o o OOOOO o c-- -4 CV CO -4" I OOOOO rH CV rH UA O CV ^O ua^O -4 I OOO v0O4 -4 -4 -4 CV O O o co cv o CO crj CO o t>- to o o CO CO CO CO -4 J UA co rH CV CO -4 UA -4 -4 -4 -4 -4 I O -4 O so r>- to o o UA -4 O O UA O J-13 APPENDIX K YIELD STUDIES TABLE OF CONTENTS YIELD STUDIES Page Salinas Reservoir on Salinas River „ „ » o o . » « „ „ » . . K=l Lower Jack Reservoir on Jack Creek ■ „ „ o <, . « « . . « K=2 Santa Rita Reservoir on Santa Rita Creek , „ „ „ „ « » „ . K~3 K=4 Nacimient© Reservoir on Nacimient© River „ o <> <. „ « » . K=4 K-5 Coordinated Operation of San Miguelit© and Naeimient© Reservoirs on Nacimient© River „ „ „ „ ■> » 1"" » » » „ o » K=5 K=6 Coordinated Operation of Jarrett Shut-In and Naeimient© Reservoirs on Naeimient© River „ o <> o » « » » „ <> = » K=6 K~Y Coordinated Operation ©f San Miguelito^, Jarrett Shut-in and Naeimient© Reservoirs on Nacimient© River <, , . . <, <> K=7 K=8 Bald Top Reservoir on San Carp©f@ro Creek „ . „ <, . = ° » K-8 K<=9 Upper Ragged Point Reservoir on San Carpof©r© Creek „ « <> <> K=9 K=10 Coordinated Operation ©f Bald Top and Upper Ragged Point Reservoirs on San Carp© for© Greek „ <, » o <, » K=10 K=ll Yellow Hill Reservoir on Arroyo de la Cruz ■> ° o « » <. K=ll K=>12 San Simeon Reservoir on San Simeon Creek „ „ » « « » » <, . = K-12 K=13 Santa Rosa Reservoir on Santa Rosa Greek « « » « » . K-13 K-14 Whale Rock Reservoir on Old Creek „ « . <> <> . . « K-14 K-15 Lopea Reservoir on Arroyo Grande Creek , „ „ . « . „ » <» » K=15 CO W > O CO fe o o C0& ct5 CO 43 05 CD p CD O U CD O fx, ■«: T CD XA U CM p en o P. 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SO NO NO NO NO O p*= CO CM O O OOOOO P-= P— P-= p— r*= O p~ co co co 00 «o CO HI CM en==fu> *«T <--^^ j=*5 <-" i j «*>^T o On nO P-BO On o -Zt^3^3~3M\ i9 On H On O en o en o o H o OOOO P>= ^J=CtCO \A Q en CMHvO-5f 3 3 °* 01 ^ ^ en CM CM CO H H H o NO H u\ o in On H 4» © © © o O VA OS. CM ot Ofe o^ CTi o^ CM CM CM CM CM Ot O^ Ofe Ofc Ok CM CM CM CM CM CM OOOOO On p— H en P*= en CM nO OnIA ot 0% otj ot Ofe en O co On P— en H CM OOOOO On eniAtANO CM On en O \A O^ dfc »t Oft O^ lA-^en^JlA O P>= NO ok UN. CO CO co CO NO en On fr CO •-» C © 3 © © »H 4= © © © JO © > o © o 43 B o HI 49 «0 © a o o ESTIMATES OF COST TABLE OF CONTENTS ESTIMATES OF COST Estimated Cost, of Rinconada Dam. and Reservoir With Storage Capacity of 35*000 Acre-feet „ . «» „ . , „ „ • „ „ „ <, . e . ° . „ L=l Estimated Cost of Rinconada Dam and Reservoir With Storage Capacity of 50*000 Acre-feet <■ „ o <, » o . <, . <> u o c » „ « „ ° . L-3 Estimated Cost of Cantera. Dam and Reservoir With Storage Capacity of y~> 5 000 Acre-feet o ooooooooooo<,<,o<,o„<, L-5 Estimated Cost of Lower Atascadero Dam and Reservoir' With Storage Capacity of 10 ? 000 Acre-feet 00 o 00 oooo 000 <,oo L-7 Estimated Cost of Lower Atascadero Dam and Reservoir With Storage Capacity of 15<>0QQ Acre-feet ooooo oo 0000t , „<, L-9 Estimated Cost of Dover Dam and Reservoir With Storage Capacity of 7*000 Acre-feet o o »oocoo» 00 ».ooo o L-ll Estimated. Cost of Lower Jack Dam and Reservoir With Storage Capacity of 15 5 000 Acre-feet <, » o <> „ o » . . „ . . » „ c e <, » » L-13 Estimated Cost of Lower Jade Dam and Reservoir With Storage Capacity of 25*000 Acre-feet c . c <> o <» « » = o „ » „ <> <> . . o „ „ L-15 Estimated Cost of Santa Rita Daaa and Reservoir With Storage Capacity of 10 .,000 Acre-feet O0 .oo.°ooooeo»°<>oooo L=l? Estimated Cost of Santa Rita Dam and Reservoir With Storage Capacity of 15 $000 Acre-feet <.ooo°ooo oo«>ooo o,> L-19 Estimated Cost of San Miguelito Dam and Reservoir With Storage Capacity of £0,000 Acre-feet ° « <> . <> . o o o ° « » » * ■ a „ L-21 Estimated Cost- of San Miguelito flam and Reservoir With Storags Capacity of 130 5 000 Acre-feet oc 0e . oo<..<>oo o c<.o L~23 Estimated Cost of Jarrett Shut-in Dam and Reservoir With Storage Capacity of 30 5 000 Acre-feet o 00 .ooooo.. <.o<,o L-25 Estimated Cost of Jarrett Shut-in Dam and Reservoir With Storage Capacity of 75^000 Acre-feet oooooeoooooooooo L=27 Estimated Cost of Jarrett Shut-in Dam and Reservoir With Storage Capacity of 110^000 Acre-feet o 000 <, <>o n oooo 00 L-29 TABLE OF CONTENTS ESTIMATES OF COST (continued) Page Estimated Cost of Bald Top Dam and Reservoir With Storage Capacity of 20 Q 000 Acre-feet o ooooooooo ooo.. 00 o L-31 Estimated Cost of Upper Ragged Point Dam and Reservoir With Storage Capacity of 30,000 Acre-feet ooooooooooo.o.oo L-33 Estimated Cost of Upper Yellow Hill Dam and Reservoir With Storage Capacity of 20 3 000 Acre-feet o <> , . „ o , o , . . . . L-35 Estimated Cost of Yellow Hill Dam and Reservoir With Storage Capacity of 50^000 Acre-feet oo.oooooooooooooooo. I» —37 Estimated Cost of Yellow Hill Dam and Reservoir With Storage Capacity of 80^000 Acre-feet 000. .0000.00000000.0 L -39 Estimated Cost of San Simeon Dam and Reservoir With Storage Capacity of 60^000 Acre-feet ooeoooo.o.oooooo O0 o L-ip. Estimated Cost of Santa Rosa Dam and Reservoir With Storage Capacity of 15,000 Acre-feet oooo o.» . oooooo.. n L-l*3 Estimated Cost of Santa Rosa Dam and Reservoir With Storage Capacity of 25,000 Acre-feet ooooooo.o ooo.o..ooo L-li5 Estimated Cost of Santa Rosa Dam and Reservoir With Storage Capacity of 35,000 Acre-feet 000000000.000.0.0000 L-U7 Estimated Cost of Whale Rock Dam and Reservoir With Storage Capacity of 20 5 000 Acre-feet O oooo»o...ooo..o...o L»l*9 Estimated Cost of Whale Rock Dam and Reservoir With Storage Capacity of 1^0,000 Acre-feet 00 oooooeoo.oooooo .o L-51 Estimated Cost of Wittenberg Dam and Reservoir With Storage Capacity of 20,000 Acre-feet « s . . c o , o . » . , . . . . . . . . L-53 Estimated Cost of Wittenberg Dam and Reservoir With Storage Capacity of 36,000 Acre-feet o.o.o.ooo. .00000. 000 L-55 Estimated Cost of Lopez Dam and Reservoir With Storage Capacity of 25,000 Acre-feet o » « o . . . . o . . . . . » . . . L-57 Estimated Cost of Lopez Dam and Reservoir With Storage Capacity of 50,000 Acre-feet ooooooo.ooo.ooo.oooo L-59 Estimated Cost of Whale Rock Conduit oooo.ooo.o.oooooo L-6l L-jU ESTIMATED COST OF RTNCONADA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 35/300 ACRE-FEET (Based on prices prevailing in 195h) Elevation of crest of dams 1,195 feet,, UoSoG.So datum Elevation of crest of spill-way? 1/179 feet Height of dam to spillway crest; above stream beds 99 feet Capacity of reservoir to crest of spillways 35s 000 acre°feet Capacity of spillway with 5"foot freeboards 10,, 000 seeond°feet Item CAPITAL COSTS Quantity Unit pries Cost Dam Exploration Diversion of stream and dewatering cf foundation Stripping tops oil Excavation for embankment Foundation From borrow pits From stream bed Embankment Impervious Pervious Pervious, salvage Rock riprap Drilling grout holes Pressure grouting lump sum $ 15,000 13,100 eu.yd. 23 , 000 euoyd. 173,800 cujyd. llil ,100 cu yd. 11*7,700 cu.ydo llii.,100 cUoydo 73*300 euoydo 9 3 500 cuoyd. 2,500 linoft, 1,600 CU.fto lump sum % 0c35 io5o o I[0 0.35 0ol6 0.12 0*20 2.50 3»Q0 ll„00 8,000 U,600 3U,5oo 69,500 39,900 23,600 13,700 li4,700 23s 300 7,500 261.200 Auxiliary Dam Stripping Excavation for embankment Embankment, impervious Rock riprap 9,000 c?,Uoydo Co 90 8,100 7^,200 cuoyde Oo 35 26,000 63,100 CUoydo 0.20 02,600 5,900 CUoydo 2o50 llt,800 61,500 Spillway Excavation, rock Concrete Weir and cutoff Floor Walls Reinforcing steel 70,100 cuoydo lo 50 105,200 510 cuoydo 35°00 17,900 620 cuoydo 30o00 18,600 iilO cuoydo iiOoOO 16,UQQ 126,800 Ibso 0ol5 19,000 177,100 Outlet Works Excavation Inlet and outlet structures Conduit Backfill 1,000 cu»ydo 2o00 2,000 3,6?0 cuoydo 2o50 9-200 1,520 cu.yd. .50 2,300 ESTIMATED COST OF RINCONADA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 35*000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity s Unit price Cost Outlet Works (continued) Concrete Conduit and collars Inlet structure Gate chamber and valve house Reinforcing steel Miscellaneous metalwork Steel pipe, it8=dnch dia High pressure slide gate Howell==Bunger valve , ll2-inch dia Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineering. Contingencies, XS% Interest during construction TOTAL 89O cuoydo 200 cu<,ydo $50o00 6Q o 00 $ khzSQO 12,000 3I4.O ou yd 11a2^700 lbs,, 11,600 Ibso i;3 s U00 IbSo 32,000 lb3 5o oo 0ol5 o Uo Oo25 Oc5o 17,000 21,1*00 ii,6Q0 10,800 16,000 l,8i|0 ac, lump sum lump sum 50o00 lump sum lump sura 11,800 $ 151,600 175,000 92,000 10,000 682,000 ^^o^OOO H, 613,1*00 $ 161,300 21*2,000 UP .300 $2,057,000 ANNUAL COSTS Interest, 3°5% Amortization, i;0-year sinking fund at 3 Operation and maintenance TOTAL 72,000 2Ji,300 7,500 $ 103,800 L^2 ESTIMATED COST OF RINCONADA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 50,000 ACRE-FEET (Based on prices prevailing in 19Sh) Elevation of crest of dams l 3 20h feet, UoSoGcSo datum Elevation of crest of spillways 1,189 feet Height of dam to spillway crest s above stream beds 109 feet Capacity of reservoir to crest of spillways 50 5 Q0Q a ere -feet Capacity of spillway with 5-foot freeboards 6 5 600 second-feet CAPITAL COSTS Unit price Cost Dam Exploration Diversion of stream and dewatering of foundation Stripping tops oil Excavation for embankment Foundation From borrow pits From stream bed Embankment Imperious Pervious Pervious 3 salvage Rock riprap Drilling grout holes Pressure grouting Auxiliary Dam Stripping Excavation for embankment Embankment Rock riprap Spillway Excavation s rock Concrete Weir and cutoff Floor Walls Reinforcing steel Outlet Works Excavation Inlet and outlet structures Conduit Backfill lump sum $ 20,000 15 * 300 cuoydo 29^X00 cu.ydo 217*000 cu yd* 180,500 cuoydo 18U,50Q cu.ydo 180^500 cuoydo ii8j300 cu ydo ll,i00 cuoydo 2*600 2±noft« l s 800 cuofto 18 5 800 cu«.ydo 137,200 cuoydo 11,6,600 cuoydo 8,700 cuoydo 33^100 cu^ydc 320 cuoyd, 390 cuc.yd< iilO cuoyd, 95 s 000 Ibso lump sum $ 0.35 io50 OoIjO 0.35 0ol6 0.12 0„20 2 o 50 3o00 Loo 0.90 0o35 0o20 2„50 1.50 35»oo 30o00 I1O0OO 0.15 10,000 5 5 Uoo li3 s 60O 86,800 63,200 29 , 500 21,700 9,700 27,800 7„800 ,200 $ 332,700 16 , 900 i|8,000 23 , 300 ZU800 149.600 11,200 11,700 16.,UQ0 lta 200 110,000 103,100 1,000 cu.ydo 2o0G 2,000 lb 330 cuoydo 2o50 10,800 ?0 cuoyd. 1, 50 2,700 L~3 ESTIMATED COST OF RINCONADA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 50 5 000 ACRE-FEET (continued) Item Quantity Unit price Cost CAPITAL COSTS Outlet Works (continued) Concrete Conduit and collars Inlet structure Gate chamber and valve house Reinforcing steel Miscellaneous metalwork Steel pipe 5 li8-inch dia High pressure slide gate Howell -Bung er valve , 1*2 -inch dia Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal 1 5 0?0 euojdo 200 cuoydo 31*0 cuoydo 161^000 Ibso 12 o 100 Ibso 51.800 lbs, 1*1 9 000 lbs. 2 9 l60 ac<> $50 e oo 60,00 50 o QQ o i5 OoiiO 0.25 0o50 lump sum lump sum 50o00 lump sum lump sum 53,500 12,000 17,000 2l*,2QQ li,800 12,900 20 s 500 n^8oo 205, 000 108,000 10 5 000 682,000 % 172,200 2^008^000 H«726cOOO Administration and engineering Contingencies, 15% Interest during construction TOTAL 10$ $ 172,600 258,900 Ii3, 200 $2,200,700 ANNUAL COSTS Interest, 3 S% Amortization, UO-year sinking fund at 3° 5$ Operation and maintenance 77,000 26,000 7,500 TOTAL % 110,500 ESTIMATED COST OF CANTERA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 35 5 OOO ACRE-FEET (Based on prices prevailing in 195h) Elevation of crest of dam? l 5 Q6j> feet. UoS.CSo datum Elevation of top of gates s 1,051* feet Height to top of gates , above stream beds llii feet Capacity of reservoir to top of gates g 35; 000 acre -feet Capacity of spillway with 8»foot freeboards 17*100 second-feet Item Quantity Unit Cost CAPITAL COSTS Main Dam Exploration Diversion of stream and dewatering of foundation lump sum $ 15,000 sum 20,000 Stripping 3U5OOO CUoVde $ 3o00 102 s 000 Mass concrete 8l 5 600 cuoydo 19° GO i 5 55o,l*QO Cooling concrete 81,9600 cu yd o„5o 1*0,800 Parapet wall concrete 170 cuoydo 1*0,00 6. 9 800 Drilling grout holes 2,500 lin.fto iioOO 10 3 000 Pressure grouting I38QO CUofto 3oQ0 5>.oo Miscellaneous metalwork 62 5 000 Ibso O0I4O 21*3800 Reinforcing steel 91*5,000 ibso o„i5 liai.00 Spillway Reinforced concrete Walls 630 cuoydo 35*oo 22,000 Piers 300 cuoydo UOoOO 12,000 Gates and hoists 136 5 000 lbs Qo$0 68,000 Reinforcing steel 93,1*00 lbs o»i5 11*3 000 Bridge lump siim 7,500 Outlet Works (Main Dam) Concrete outlet structure 10 cuoydo 65eOO 600 High pressure slide gate and hoist 1*0,000 Ibso 0o5o 203000 Needle valve, l*2°inch diao lump sum 21 5 000 Steel pipe, l*8<=inch dia c ii3 5 U00 lbs. 0„25 103 800 Trash rack steel 12 000 lbs 0.1*0 1*3 800 Reinforcing steel 1,000 Ibso 0.15 200 Auxiliary Dam Foundation excavation h9, 500 cuoydo 0o90 1^600 Embankment Impervious 105 s 000 cuoydo Qok5 1*7,200 Pervious 129,500 cuoyd» 0„1*2 5U 9 UOO Rock riprap U136OO cu ydo 2o00 __29j2m $1,789 ,, 300 123,500 57,1*00 175,1*00 ESTIMATED COST OF CANTERA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 35*000 ACRE-FEET (continued) Item Quanti ty Unit price Cost CAPITAL COSTS Outlet, Works (Auxiliary Dam) Excavation Backfill Concrete Structure Conduit encasement Reinforcing steel Trash rack steel Steel pipe 5 36=inch dia c Gate valve, 36-inch dia<>, gate lift 5 and appurte= nances Gate valve, 30-inch diac Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation 26,000 cuoydo 13 5 000 cuoydo 35 cuoydo 200 cuoydc 13,500 IbSo 2c, 000 IbSo 31 5 200 IbSo 750 ac, Subtotal Administration and engineering,, 10$ Contingencies , 1$% Interest during construction TOTAL \ loOO 1 = 50 65oOO Ii5o00 0,15 OoltO o 25 lump sum lump sum lump sum 50o00 lump sum lump sum 26,000 19,500 2,300 9,000 2^000 800 7 S 80Q 3,000 1,600 38,100 37 5 500 200,000 1*50,000 72,000 725,600 $2,91*3,200 % 29u,300 1*1*1,500 11*7.200 $3,826^200 ANNUAL COSTS Interest, 3°5$ Amortization, l*Q<=year sinking fund at 3°5% Operation and maintenance 133,900 1*5,300 7,000 TOTAL $ 186,200 ESTIMATED COST OF LOWER ATASCADERO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 10 9 000 ACRE-FEET (Based on prices prevailing in 195k) Elevation of crest of dams l,lli5 feet, UoSoGoSo datum Elevation of crest of spillways 1,127 feet Height of dam to spillway crest, above stream beds 152 feet Capacity of reservoir to crest of spillways 10^,000 acre~feet Capacity of spillway with 5~foot freeboards 15,000 second°feet Item Quantity Unit" price Cost CAPITAL COSTS Dai: Exploration lump sum $ 10,000 Diversion of stream and dewatering of foundation lump sura 5 5 000 Stripping topsoil 17 5 000 cu.ydo $ Oo35 6,000 Excavation for embankment Foundation 63,000 cu.yd. 0.90 56,700 From borrow pits 283,000 cuoydo 0.60 169,800 From stream bed 307,000 cu.yd . 0.50 153^00 Embankment Impervious 2i46.000 cu.ydo 0oi6 39,1*00 Random 267,000 cu.yd. 0oi2 32,000 Random, salvage 136,000 cu.yd. 0.20 27,200 Rock riprap 15*500 cu.yd. 3»00 ii6,500 Drilling grout holes 2,880 lin.ft. 3o00 8,600 Pressure grouting 1,920 CU ft kc 00 7,700 Gravel drains 7,720 cu.yd. 2.00 15jUoo Spillway Excavation., unclassified 125,000 cu.yd. IcOO 125,000 Concrete Weir and cutoff 5?o cu.yd. 35*00 20,000 Floor- Iko cu.ydo 30o00 22,200 Walls 550 cu.yd. Ucoo 22,000 Reinforcing steel 11*5,1*00 lbs. o.i5 21,800 Outlet Works Excavation 1,600 cu ydo 2.00 3,200 Backfill 1,000 cu.yd. 1.50 1,500 Concrete Inlet structure 70 cu.yd. 60.00 k , 200 Pipe encasement 380 cu<>ydo IiOoOO 15,200 Reinforcing steel U5, 000 lbso 0.15 6,800 Miscellaneous metalwork k» 000 lbs. O0U0 1,600 Steel pipe, 30- and 36-inch dia 7 8. ,500 lbs. Oo25 19,600 Howell=Bunger valve, 2l;-inch dia. lump sum 7,800 $ 577,800 211,000 L-7 ESTIMATED COST OF LOWER ATASCADERO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 10 s OOO ACRE-FEET (continued) Item _Quanjj±t2L. Unit price Cost CAPITAL COSTS Outlet Works (continued) Gate valve 5 18-inch diao and actuators Control house Reservoir Land and improvements Relocation of utilities Clearing reservoir lands Road relocation Subtotal Administration and engineering , Contingencies , 1%% Interest during construction TOTAL 190 ace $2,000,00 $ lump sum 6 5 000 2 9 00Q lump sum lump sum 50o00 lump sum 1*8,600 5,ooo 9*500 300,000 67,900 363,100 $1,219,800 $ 122,000 183,000 30,500 $1,555,300 ANNUAL COSTS Interest., 3°5$ Amortization, iiO-year sinking fund at 3° 5% Operation and maintenance TOTAL ( $ 18,1*00 5,000 $ 77,800 L~8 ESTIMATED COST OF LOWER ATASCADERO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 15,000 ACRE-FEET (Based on prices prevailing in 19$h) Elevation of crest of dams l s l68 feet, U0S0G0S0 datum Elevation of crest of spillway? 1,150 feet Height of dam to spillway crest,, above stream beds 175 feet Capacity of reservoir to crest of spillways 15 , 000 acre-feet Capacity of spillway with 5-foot freeboards 15,000 second -feet Item CAPITAL COSTS Quanti ty Unit price Cost Dam Exploration Diversion of stream and lump sum $ 15,000 dewatering of foundation lump sum 7,500 Stripping tops oil 23 .9 000 cuoydo 1 Oo35 8,000 Excavation for embankment Foundation 82,800 cuoydo Go 90 7ii,500 From borrow pits 388 5 000 cu ydo 0o60 232,800 From stream bed 52li s 000 cuoydo o c 5o 262,000 Embankment Impervious 338 s 000 cuoydo 0oi6 5i4,ioo Random U56 ^, 000 cu ydo 0,12 514,700 Random 5 salvage 162,000 cuoydo 0o20 32,1400 Rock riprap 20,200 cuoydo 3 o 00 60,600 Drilling grout holes 3,360 linofto 3o00 10,100 Pressure grouting 2,2l|0 cu.fto iioOO 9,000 Gravel drains 8,1*50 cUoyd 2o00 16,900 Spillway Excavation, unclassified 138,000 cu.ydo IcOO 138,000 Concrete Weir and cutoff 1,020 cuoydo 35oOO 35,700 Floor 860 cuoydo 3O0OO 25,800 Walls 630 cuoydo iOoOO 25,200 Reinforcing steel 162,^00 IbSo 0ol5 2U,l400 Outlet Works Excavation 1,990 cuoydo 2 00 14,000 Backfill 1,200 cu»ydo io50 1,800 Concrete Inlet structure 110 cuoyd. 6O0OO 6,600 Pipe encasement 500 cuoydo iiOoOO 20,000 Reinforcing steel 60 , 000 IbSc o i5 9,000 Miscellaneous metal work U,Q0Q lbs OoljO 1,600 Steel pipe 36-= and kO~inch dia c 106,700 lbs„ 0o25 26,700 Howell -Bunger valve , 30= inch diao lump sum 9,200 $ 837,600 2i49 s 100 L-9 ESTIMATED COST OF LOWER ATASCADERO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 15,000 ACRE-FEET (continued) Item CAPITAL COSTS Outlet Works (continued) Gate valve j 18-inch dia and actuators Control house Reservoir Land and improvements Relocation of utilities Clearing reservoir lands Road relocation Subtotal Administration and engineerings Contingencies j 1$% Interest during construction TOTAL k ea< 2i*0 $2,000<>0Q lump sum lump sum lump sum 60„00 lump sum $ 8, 2,000 51,900 5,ooo iU,Uoo 300,000 $ 88,900 371,300 |1,5I46,900 $ 151**700 232,000 38,700 11,972,300 ANNUAL COSTS Interest, 3°$% Amortization, UO-year sinking fund at 3»5# Operation and maintenance TOTAL 69,000 23,300 5,000 $ 97,300 ESTIMATED COST OF DOVER DAM AND RESERVOIR WITH STORAGE CAPACITY OF 7,000 ACRE-FEET (Based on prices prevailing in 195k) Elevation of crest of dams 1,215 feet,, UoSoGcSo datum Elevation of crest of spillways 1,201 feet Height of dam to spillway crest, above stream beds 101 feet Capacity of reservoir to crest of spillways 7,000 acre-feet Capacity of spillway with ij-foot freeboards 25,000 second~feet Item CAPITAL COSTS Quantity Unit Cost Dam Exploration lump sum $ 10,000 Diversion of stream and dewatering of foundation lump sum 5,000 Stripping tops oil 12,000 cuoydo * o 35 li,200 Excavation for embankment Foundation Ii0,000 cu ydo 0.90 36,000 From borrow pits 121,000 cu ydo 0o5o 60,500 From stream bed 208,000 cu„ydo OokS 93,600 Embankment Impervious 105,000 cu<>ydo 0ol6 16,800 Pervious 181,000 cu ydo 0ol2 21,700 Pervious 9 salvage 614,000 cu ydo 0o20 12,800 Rock riprap 13,000 cuoydo 3o00 39,000 Drilling grout holes 7,680 linofto 3 o 00 23,000 Pressure grouting 5,100 cuofto UoOO 2Q,1|00 Spillway Excavation, unclassified 35,000 cu ydo loOO 35,000 Concrete Weir and cutoff 700 cu ydo 35oOO 21*, 500 Floor 1,360 cu ydo 30o00 ii0,800 Walls 260 cuoydo l40o00 10,1*00 Reinforcing steel 169,000 lbs 0ol5 25^00 Outlet Works Excavation 2,090 cu ydo 2o00 ii,200 Backfill 1,700 cu ydo 1*50 2,600 Concrete Inlet structure 60 cu ydo 6O0O0 3,600 Pipe encasement 290 cuoydo liOoOO 11,600 Reinforcing steel 3U S 500 Ibsc 0ol5 5,200 Miscellaneous metalwork 1*,000 IbSo OoitO 1 9 600 Steel pipe, 30=inch dia„ 51,000 Ibsc Oo25 12,800 Howell -Bung er valve. 2ii°ineh dia c lump sum 7,800 Gate valve, 12 -inch dia and actuators 3 each l,500 o 00 U,500 Control house L-il lump sum 1,000 $31*3,000 136,100 5^900 ESTIMATED COST OF DOVER DAM AND RESERVOIR WITH STORAGE CAPACITY OF 7,000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Reservoir Land and improvements Clearing reservoir lands 220 ac< Relocation of utilities Road relocation Subtotal Administration and engineering , 10$ Contingencies, 1$% Interest during construction TOTAL ANNUAL COSTS Interest , 3°$% Amortization, i|0°year sinking fund at 3° $% Operation and maintenance TOTAL lump sum # I50o 00 lump sum lump sum $ 38,300 33,000 60,000 50,000 $181 , 300 $715,300 I 71,500 107,300 17,900- $912,000 $ 31,900 10,800 5,000 $ 1*7,700 L~12 ESTIMATED COST OF LOWER JACK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 15,000 ACRE-FEET (Based on prices prevailing in 195k) Elevation of crest of dams 1,125 feet., UoSoGoSo datum Elevation of crest of spillways 1,105 feet Height of dam to spillway crest, above stream beds 115 feet Capacity of reservoir to crest of spillways 15 , 000 acre°feet Capacity of spillway with 5~foot freeboards 25,000 second-feet Item Quantity Unit price Cost CAPITAL COSTS Dam Exploration Diversion of stream and ]Upp sum $ 1( 'a^ dewatering of foundation lump sum 3,000 Stripping tops oil 15 , 600 cu a ydo $ o J*Q 6,200 Excavation Foundation ii3,800 cuoydo 0c90 39,1*00 From borrow pits 539^800 euoyd. o.U 221,300 Embankment Impervious 211 , 500 cuoydo 0oi6 33,800 Pervious 396,000 cuoydo 0oi2 1*7,500 Rock riprap 18,800 cu ydo 2o00 37,600 Drilling grout holes 1,650 linofto 3o00 5,000 Pressure grouting 1,100 cu fto iioOO i*,i*oo Spillway Excavation , unclassified 121*, 800 cuoydo ic5o 187,200 Concrete Weir and cutoff 7 1*0 cuoydo 35o0o 25,900 Floor 9l*0 cuoydo 3O0OO 28 , 200 Walls 1*10 cu=ydo 1*q oo 16 ,1*00 Reinforcing steel 163,000 lbs 0ol5 2l*,500 Outlet Works Excavation Inlet and outlet structures 2,000 cuoydo i*5o 3,000 Conduit 1*,10Q cuoydo 2 o 00 6,200 Backfill 2,600 cuoydo io5o 3,900 Concrete Conduit and collars 1,265 cu»ydo 50o00 63,200 Inlet structure 100 cuoydo 65 oo 6,500 Gate chamber and valve house ii*0 cuoydo 5o oo 7,000 Reinforcing steel 79 , 000 Ibso Q„i5 11,800 Miscellaneous metal work 9 5 000 lbso 0,1*0 3,600 Steel pipe, 36-inch dia„ 1*1,000 lbso Oo25 10,200 Gate valve , 2l*~inch dia lump sum 2,1*00 % 1*08,200 282,200 L-13 ESTIMATED COST OF LOWER JACK DAM AND RESEHVOIR WITH STORAGE CAPACITY OF 15,000 ACRE-FEET (continued) Item Quantity Unit price Cost CAPITAL COSTS Outlet Works (continued) High pressure slide gates Howell -Bunger valve, 30= inch dia Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Access road Subtotal Administration and engineering; Contingencies, 15$ Interest during construction TOTAL lump sum $ 23,500 lump sum 7,500 $ 150,800 10J6 lump sum lump sum lump sum lump sum lump sum 73,1*00 37,500 5,ooo 56,000 10,000 181,900 $1,023,100 $ 102,300 153,500 25,600 H,30U,500 ANNUAL COSTS Interest, 3°5# Amortization, ii0°year sinking fund at 3° 5% Operation and maintenance TOTAL 1*5,700 15,W _5^000 66 9 100 L=1U ESTIMATED COST OF LOWER JACK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 25 , OOO ACRE-FEET (Based on prices prevailing in 1951* ) Elevation of crest of dam; 1,150 feet UoSoGoSo datum Elevation of crest of spillways 1,130 feet Height of dam to spillway crest, above stream beds 11*0 feet Capacity ©f reservoir to crest of spillways 25,000 acre-feet Capacity of spillway with 5=foot freeboards 25,000 second=feet Item CAPITAL COSTS Dam Exploration Diversion of stream and lump sum $ 10,000 dewatering of foundation lump sum 3,000 Stripping topsoil 21,700 cu ydo $ Q„i*0 8,700 Excavation Foundation 63,1*00 CUoydo 0o90 57,100 From borrow pits 953,000 cuoydo 0oii5 1*28,800 Embankment Impervious 331,000 CUoydo 0el6 53,000 Pervious 61*5 5 ooo CUoydo 0ol2 77,1*00 Rock riprap 2l*,900 CUoydo 2o00 1*9,800 Drilling grout holes 2,000 linofto 3o00 6,000 Pressure grouting 1,3U0 CUofto 1*„0Q 5,1*00 Spillway Excavation, unclassified 131,100 CUoydo io50 196 a 600 Concrete Weir and cutoff 750 CUoydo 35*00 26, 200 Floor 1,070 CUoydo 30o00 32,100 Walls 500 CUoydo 1*0 00 20,000 Reinforcing steel 182,000 lbs 0ol5 27,300 699,200 302,200 Outlet Works Excavation Inlet and outlet structures Conduit Backfill Concrete Conduit and collars Inlet structure Gate chamber and valve house Reinforcing steel Miscellaneous metalwork Steel pipe, 1*2 -inch dia D Gate valve, 2l*-inch diao 2,000 cuoydo 1*,1*00 CUoydo 3,000 cuoydo io5o 2 o 00 io5o 3,000 8,800 1*,500 1,510 CUoydo 100 CUoydo 50o00 65oOO 75,500 6,500 150 CUoydo 88,500 IbSo 9,600 Ibso 50,1*00 IbSo 50o00 0ol5 OoliO Oo25 lump sum 7,500 13,300 3,800 12,600 2,1*00 L~15 ESTIMATED COST OF LOWER JACK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 25,000 ACRE-FEET (continued) Item CAPITAL COSTS Outlet Works (continued) High pressure slide gates Howell=Bunger valve , 36°ineh dia* Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Access road Subtotal Administration and engineering; Contingencies , 1$% Interest during construction TOTAL ANNUAL COSTS Interest, 3° $% Quantity Amortization?, U0~year sinking fund at 3°5# Operation and maintenance Unit price Cost lump sum * 23,500 lump sum 9,000 $ 170,1400 lump sum lump sum lump sum lump sum lump sum 8i 5 5oo l48 s 8oo 5,000 56,000 10^000 $1 201,300 ,373,100 $ 137,300 206,000 3li,300 11,750,700 $ 61,300 20,700 5, TOTAL $ 87,000 ESTIMATED COST OF SANTA RITA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 10,000 ACRE-FEET (Based on prices prevailing in 195U) Elevation of crest of dams 1,11*1* feet, U0S0G0S0 datum Elevation of crest of spillways 1,129 feet Height of dam to spillway crest, above stream bed; 121* feet Capacity of reservoir to crest of spillways 10,000 acre=feet Capacity of spillway with 5°foot freeboards 20,000 second-feet Item Quantity Unit price Cost CAPITAL COSTS Dam Exploration Diversion of stream and lump sum $ 10,000 dewatering of foundation lump sum 5,000 Stripping topsoil 1*,800 euoydo $ o 35 1,700 Excavation for embankment Foundation 52,000 cuoydo 0„90 1*6,800 From borrow pits 17l*,000 cuoydo Oo53 92,200 From stream bed 81*, 000 cu<,ydo 0c IS 37,800 Embankment Impervious 151,000 cuoydo 0d6 2l*,200 Random 73,000 cu Q ydo 0ol2 8,800 Random, salvage 198,000 cuoydo 0o20 39,600 Rock riprap 9,800 cu ydc 3o00 29,1*00 Drilling grout holes 2,580 lin fto 3o00 7 5 700 Pressure grouting 1,720 CUoftc l*„oo 6,900 Gravel drains 6,720 cu ydo 2o00 13,1*00 Spillway Excavation, unclassified 181,000 cu yd 1,00 181,000 Concrete Weir and cutoff 710 cuoydo 35.00 21*, 800 Floor 1,630 cu ydo 30o00 1*8,900 Walls 1*60 cu yd 1*0 00 18,1*00 Reinforcing steel 223,900 Ibso 0ci5 33 ? 600 Outlet Works Excavation 1,560 cu<,ydo 2c 00 3,100 Backfill 900 cuoydo io50 1,1*00 Concrete Outlet structure 70 cu yd 6O0O0 1*,200 Pipe encasement 270 cuoydo 1*0 00 10,800 Reinforcing steel 3i*,000 Ibso 0ol5 5,100 Miscellaneous metalwork 1*,000 Ibso 0.1*0 1,600 Steel pipe, 30° and 36~inch dia 59,800 lbs. 0„25 15,000 Howell°Bunger valve, 2l*=inch dia c lump sum 7,800 $ 323,500 306,700 L-17 ESTIMATED COST OF SANTA RITA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 10^000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Outlet Works (continued) Gate valve, l8°inch dia, and actuators Control house Res ervoir Land and improvements Clearing reservoir lands Road relocation Subtotal Administration and engineering. Contingencies 5 ±S% Interest during construction TOTAL 3 each 260 ac, $2 5 000 o 00 lump sum lump sum 150 o 00 lump sum $ 6, 2,000 $ 57«000 22,100 39,000 120 . 000 181 j 100 $ 868,300 $ 86,800 136,200 21,700 $1,107,000 ANNUAL COSTS Interest, 3°5% Amortization, IjO-year sinking fund at 2>°$% Operation and maintenance TOTAL 38,700 13,100 5,000 56,800 L«l8 ESTIMATED COST OF SANTA RITA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 15 * OOO ACRE-FEET (Based on prices prevailing in 19510 Elevation of crest of dam? 1*158 feet, IKSoGoSo datum Elevation of crest of spillways 1 <>1U3 feet Height of dam to spillway crest , above stream beds 138 feet Capacity of reservoir to crest of spillways i5. 9 000 acre-feet Capacity of spillway with 5<=foot freeboards 20 „ 000 second-feet o o Unit s Item s Quantity s price s Cost CAPITAL COSTS Dam Exploration lump sum $ 15 5 000 Diversion of stream and dewatering of foundation lump sum 7,500 Stripping tops oil 9 5 000 cu ydo $ 0.35 3,200 Excavation for embankment Foundation 69,QOQ cucydo Go 90 62,100 From borrow pits 286 , 000 cu ydo Oo53 151*600 From stream bed 332 , 000 cuoydo Oo53 176,000 Embankment Impervious 21*9*000 cucydo o l6 39,800 Random 288,0 000 cuoydo 0ol2 3l**60Q Random * salvage 129,000 cuoydo 0o20 25*800 Rock riprap ll*,500 cucydo 3o00 i*3*5oo Drilling grout holes 3,100 liricfto 3o00 9*300 Pressure grouting 2,100 cUoft lie 00 8,1*00 Gravel drains 8,500 cuoyd 2o00 17*000 $ 593*800 Spillway Excavation,, unclassified 82,500 cuoyd. lo00 82,500 Concrete Weir and cutoff 710 cu ydo 35oOO 2l* 9 8QQ Floor 1,31*0 cns-yd* 30 o 00 1*0,200 Walls 350 cucydo 1*0 00 Ilia 000 Reinforcing steel 189*900 Ibsc 0oi5 28,500 190,000 Outlet Works Excavation 2*310 cu ydo 2o00 1*,6Q0 Backfill 1,500 eu°ydo io5o 2*200 Concrete Inlet structure 120 cu ydo 60 00 7*200 Pipe encasement 1*80 cuoydo Uo o oo 19*200 Reinforcing steel 51*, 000 Ibso o i5 8,100 Miscellaneous metalwork 1*,000 lbs 0*1*0 1,600 Steel pipe, 36= and UQ-inch dia 1 01*, 700 Ibso Oo25 26,200 Howell-Bunger valve , 30-inch diao lump 3 urn 9*200 L-19 ESTIMATED COST OF SANTA RITA DAM AND RESERVOIR WITH STORAGE CAPACITY OF l5 5 000 ACRE-FEET (continued) Item CAPITAL COSTS Outlet Works (continued) Gate valve^, 18-inch dia c and actuators Control house Res ervoir Land and improvements Clearing reservoir lands Road relocation Subtotal Administration and engineering., Contingencies s 15$ Interest during construction TOTAL Quantity k each aco Unit price $2 , 000 o 00 lump sum lump sum 150.00 lump sum Cost 8,000 2 9 000 27,700 5i 5 ooo 150,000 88,300. 228,700 ,100,800 $ 210,100 165,100 27,500 H, to ,5oo ft ANNUAL COSTS Interest, 3»$% Amortization, iiO-year sinking fund at 3o5# Operation and maintenance U9,100 16,600 5, TOTAL $ 70,700 ESTIMATED COST OF SAN MIGUELITO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 50,000 ACRE FEET (Based on prices prevailing in 1951*) Elevation of crest of dams 1,250 feet, UoSoGoSo datum Elevation of crest of spillways 1 ,236 feei Height of dam to spillway crest, above stream beds 126 feet Capacity of reservoir to crest of spillways 50 , 000 acre-feet Capacity of spillway with l*„5<=foot freeboards 1*9,000 second=feet Item CAPITAL COSTS Quanti ty Unit price Cost Dam Exploration Diversion of stream and lump sum $ 25 5 000 dewatering of foundation lump sum 20 9 000 Stripping topsoil 71,300 cu ydo $ 0o90 61*, 200 Excavation for embankment Foundation 103,600 cu ydo 1,30 13MQ0 From borrow pits 305,300 cuoydo 0o75 229,000 From stream bed 226,100 cuoydo 0ol6 101,700 Embankment Impervious 259s 500 cuoydo 0ol6 .1*1,500 Pervious 226,100 cuoydo 0ol2 27,100 Pervious, salvage 139^900 cuoydo 0o20 28c 000 Rock riprap 12,700 cuoydo 2o50 31^800 Drilling grout holes 6,360 lincfto 3o00 19,100 Pressure grouting 14,21*0 cuofto l* o 00 17,000 Spillway Excavation, unclassified 125*000 cuoydo loOO 125,000 Concrete Weir and cutoff 2,020 cuoydo 35oOO 70,700 Floor 330 eu„yd 30o00 9,900 Walls 120 cu,ydo 1*0*00 1*,800 Reinforcing steel 169 «, 600 lbs- o„i5 25,1*00 $ 739,100 235, 800 Outlet Works Excavation Inlet and outlet structures Conduit Backfill Concrete Conduit and collars Inlet structures Gate chamber and valve house Reinforcing steel Miscellaneous metalwork Steel pipe, 30=inch dia<, 1^000 cu ydo 3,110 cuoydo 610 cuoydo 2 C 00 3o00 l o 50 2,000 9,300 900 1,080 cuoydo 150 cu yd 50 o 00 6O0OO 51*,ooo 9,000 300 cu yd, 153,000 Ibso 11,200 lbs. 1*5,1*00 Ibso 50o00 0oi5 0„1*0 0,25 15,000 23^000 l*,5oo 11,1*00 L-21 ESTIMATED COST OF SAN MIGUELITO DAM AND RESERVOIR WITH STORAGE CAPACITY OF $O s OOO ACRE-FEET (continued) Item Quantity Unit price Cost CAPITAL COSTS Outlet Works (continued) High pressure slide gate 20 9 000 lbs, Howell-Bunger valve s 2li<=inqh dia Reservoir Land and improvements Clearing reservoir lands 2^,190 ac Access road Subtotal Administration and engineerings 10$ Contingencies , 1$% Interest during construction TOTAL $ Go 50 lump sum lump sum 80 c 00 lump sum $ 10^000 7,800 23.000 175,200 IiO.000 U6.900 238,200 H, 3 60, 000 $ 136, 000 20^,000 3ii 3 QQ0 *L,73U s OOO ANNUAL COSTS Interest,, 3°%% Amortization^ IjO-year sinking fund at 3°5% Operation and maintenance TOTAL 60,700 20^500 88 , 700 L ■=■22 ESTIMATED COST OF SAN MIGUELITO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 130,000 ACRE=FEET (Based on prices prevailing in 195 h) Elevation of crest of dams 1,285 feet, U oS cG oS o datum Elevation of crest of spillways 1,268 feet Height, of dam to spillway crest , above stream beds 158 feet Capacity of reservoir to crest of spillways 130 , 000 acre-feet Capacity of spillway with 5 c =foot freeboards 38,600 second-feet o o s Unit s Item s Quantity s price s Co* 3t CAPITAL COSTS Dam Exploration lump sum $ 35 5 ooo Diversion of stream and dewatering of foundation lump sum 25,000 Stripping tops oil 125 s 900 cuoydo $ 0o90 113,300 Excavation for embankment Foundation 131**700 cuoydo lo30 175,100 From borrow pits 1*97 5 600 cu ydo Oo75 373,200 From stream bed 61*2,000 cu ydo 0o50 321,000 Embankment Impervious 1*23,000 cu ydo 0,16 67,700 Pend. ous 61*2,000 cuoydo 0ol2 77,000 Pervious , salvage 208,500 cu ydo 0o20 1*1,700 Rock riprap 2l*,800 cuoydo 2„50 62,000 Drilling grout holes 7 5 560 lin.ft 3o00 22,700 Pressure grouting 5,01*0 CUoft e lie 00 20,200 $1,333,900 Auxiliary Dam Stripping 118,700 cuoydo 0c90 106,800 Excavation for embankment 1*75^000 cuoydo 0o30 11*2,500 Embankment 1*03,800 cu ydo 0o20 80,800 Rock riprap 26,900 cu yd o 2o50 67,200 397,300 Spillway Excavation, unclassified 68,900 cu ydo loOO 68,900 Concrete Weir and cutoff 1,120 cu<>yd<, 35oOO 39,200 Floor 180 cu.ydo 30o00 5,1*00 Walls 260 cu ydo iiOoOO 10,1*00 Reinforcing steel 110,200 IbSo 0ol5 16,500 11*0 ,,1*00 Outlet Works Excavation Inlet and outlet structures 2,000 cuoydo 2„00 1*,000 Conduit 5,1*1*0 cu ydo 3.00 16,300 Backfill 870 cu ydo l o 50 l s 300 L~23 ESTIMATED COST OF SAN MIGUELITO DAM AND RESERVOIR WITH STORAGE CAPACITY OF 130,000 ACRE-FEET (continued) o Item s Quantity % Unit t % price § Co st CAPITAL COSTS Outlet Works (continued) Concrete Conduit and collars Inlet stracture Gate chamber and valve house Reinforcing steel Miscellaneous metalwork Steel pipe, 36-inch dia High pressure slide gate Howell°Bunger valve. 30°inch dia» 1.670 cuoydo 150 cuoydo 300 cuoydc 212,000 lbs 11*. 000 lbs, 78.000 Ibso 30.000 lbs„ $50,00 6O0OO 5O0OO 0oi5 OoijO o 25 0o5o lump sum $ 83,500 9.000 15,000 31.800 5,600 19,500 15,000 9,200 * 210.200 Reservoir Land and improvements (HI earing reservoir lands Access road 3,1*1*0 aco lump sum 6O0OO lump sum 38^000 206.1*00 1*Q 5 000 281*. 1*00 Subtotal $2,366,200 Administration and engineering Contingencies. 15$ Interest during construction , 10$ 1 236.600 351.900 59 s 200 TOTAL $3,016,900 ANNUAL COSTS Interest. 3° 5$ Amortization. U0=year sinking : Operation and maintenance fund at 3 S% * 105.600 35,700 .JAz300 TOTAL $ 155,600 L~2l* ESTIMATED COST OF JARRETT SHUT=IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 30 » 000 ACRE-FEET (Based on prices prevailing in 195 h) Elevation of crest of dams 1*063 feet* UoSoGoSo datum Elevation of crest of spillways l*0l*i* feet Height of dam to spillway crests above stream beds 11*1* feet Capacity of reservoir to crest of spillways 30*000 acre°feet Capacity of spillway with 3~foot freeboards 75<>QOG second-feet Item Quantity Unit prio© Cost CAPITAL COSTS Arch Dam Exploration lump sum $ 30*000 Diversion of stream and dewatering of foundation lump sum 1*0,000 Excavation., rock Channel 2*600 cuoydo % 3o00 7 9 800 Abutments 6*500 cuoyds 5o00 32*500 Concrete * arch 17*800 cu»yd. 2Q„00 356*000 Cooling concrete 17*800 cu.yd Qo50 8„900 Drilling grout holes 1**800 lihoft„ 3o00 11**1*00 Pressure grouting 3*200 cuofto UoOO 12*800 Auxiliary Slab and Buttress Dam Excavation* rock 6*200 cuoydo l* o 00 2h*800 Concrete 650 eu ydo 1*5 °QQ 29*200 Reinforcing steel 71*500 Ibsc 0oi5 10*700 Spillway Excavation,, unclassified 80*000 cuoydo Io5o 120*000 Concrete tfeir and cutoff 3*770 cu ydc 35„00 132,000 Floor 3*180 cuoydo 30 o 00 95,1*00 Walls 9l*0 cuoydo 1*0 ,00 37*600 Reinforcing steel 591*000 lbs. o i5 88*600 Outlet Works Miscellaneous metal work 30*500 Ibsc Ooilo 12*200 Steel pipe* 36-inch dia 3*900 Ibsc o 25 1 9 QQ0 High pressure slide gate lump sum 11**500 Howell=Bunger valve , » 30= inch dia lump sum 9*200 $ 502*1*00 61**700 1*73*600 36*900 L=25 ESTIMATED COST OF JARHETT SHUT-IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 30 , 000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit pries Cost Reservoir Land and improvements Clearing reservoir lands Road relocation Access road Subtotal Administration and engineering, Contingencies s 1$% Interest during construction TOTAL 760 aco sum lump sum lump sum $ 10^000 136^800 50^000 281^300 H 5 36l,900 136^200 2Gli 5 3QQ 31^000 H,736,iiOO ANNUAL COSTS Interest , 3<>$% Amort iaation s liQ-yeaic sinking fund at ?>°5% Operation and maintenance TOTAL 20,500 5,500 $ 86,800 L<-*26 ESTIMATED COST OF JARRETT SHUT-IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 75,000 ACRE-FEET (Based on prices prevailing in 195U) Elevation of crest of arch dams 1,113 feet, UoSoGoSo datum Elevation of crest of spillways 1,093 feet Height of arch dam to spillway crest., above stream bedg 193 feet Capacity of reservoir to crest of spillways 75^000 acre°feet 'Capacity of spillway with freeboard of 3 feet at arch and 5 feet at auxiliary damss 71,600 seco«=feet D O Unit s Item g Quantity s price Cost CAPITAL COSTS Arch Dam Exploration lump sum $ liO,000 Diversion of stream and dewatering of foundation lump sum 140,000 Excavation, rock Channel 2 s i|00 cu ydo $ 3^00 7,200 Abutments 13,500 cuoydo 5o00 67,500 Con crete 5 arch i*5 5 ooo cu ydo 2O0OO 900,000 Cooling concrete 145,000 cu yda 0,50 22,500 Drilling grout holes 5,600 linoft. 3°00 16,800 Pressure grouting 3 5 700 CU f 1 hoOO 114,800 H, 108, 800 Auxiliary Earthfill Dam Excavation for embankment Foundation 98,000 CUof t O06O 58,800 From borrow pits 301,000 euoydo o.hS 135,^00 From stream bed 151,800 cucydo O0I4O 60,700 Embankment Impervious 261,000 cu c ydo o l6 la, 800 Pervious 132,000 cu D ydo 0ol2 15,800 Pervious j salvage 158,000 cuc-ydo 0o20 31,600 Rock riprap 25 5 000 euoydo 2o30 57,500 1401,600 Auxiliary Gravity Dam Excavation, rock 2*100 euoydo 2o00 14,200 Concrete 3,000 cu ydo 20 o 00 60,000 614,200 Spillway Excavation, unclassified 138,000 cuc-ydo io5o 207,000 Concrete Weir and cutoff ii,690 cu yd 35«oo 1614,200 Floor 6,110 cu yd. 30,00 183,300 Walls 1,510 cu ydo iiOoOO 60,1400 Reinforcing steel 952,000 lbs 0.15 1142,800 757,700 L-27 ESTIMATED COST OF JARRETT SHUT-IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 75,000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Outlet Works Mis cellaneous metalwork Steel pipe 5 30-inch diac High pressure slide gates Howell -Bung er valves, 2U~inch dia c Reservoir Land and improvements Clearing reservoir lands Road relocation Access road 69,000 Ibso 6 9 500 lbs 1,850 aco Subtotal Administration and engineering, 10$ Contingencies, 15$ Interest during construction TOTAL ANNUAL COSTS Interest, 3° 5$ Amortization, UO-year sinking fund at 3o5$ Operation and maintenance TOTAL $ OoliO Oo25 lump sum lump sum lump sum lump sum lump sum $ 27,600 1,600 23,500 15,600 $ 68,300 20,000 296,000 1^78^500 $2,879,100 $ 287,900 ii31,900 lUUsOQQ $3,7ii2,900 $ 131,000 1*1*,300 10,000 $ 185,300 L»28 ESTIMATED COST OF JARRETT SHUT-IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 110,000 ACRE-FEET (Based on prices prevailing in 195k) Elevation of crest of arch dams 1,113 feet, U.S.G.S, datum Elevation of crest of spillways l,llh feet Height of arch dam to spillway crest , above stream beds ZLJ4 feet Capacity of reservoir to crest of spillways 110,000 acre-feet Capacity of spillway with freeboard of 3 feet at arch and 5 feet at auxiliary dams g 70,000 seco<=feet Item Quantity Unit price Cost CAPITAL COSTS Arch Dam Exploration lump sum $ 50,000 Diversion of stream and dewatering of foundation lump sum ii0 5 000 Excavation, rock Channel 3,200 cuoydo % 3o00 9,600 Abutments 16,600 cuoydo 5«00 83,000 Concrete , arch 5li,00Q cu ydo 20„00 1,080,000 Cooling concrete 5Moo cucydo 0o50 27,000 Drilling grout holes 6,200 linoft 3 o 00 18,600 Pressure grouting 1*,200 CUoft l4 o 00 16,800 Auxiliary Earthfill Dam Excavation for embankment Foundation 150 , ooo cuoydo 0o60 90,000 From borrow pits 535,000 cuoydo 0o60 321,000 From stream oed 550,800 cuoydo Oo 55 302,900 Embankment Impervious 1465,000 cu ydo 0oi6 7l4,l|00 Pervious 1479,000 cu ydo 0,12 57,500 Pervious , salvage 12 8 , 000 cu'oyd 0o20 25,600 Rock riprap 30,000 cu<.ydo 2o30 69,000 Spillway Excavation, unclassified 66,000 cu yd» io5o 99,000 Concrete Weir and cutoff 7,120 cu ydo 35oOo 2l|9,200 Floor 3,500 cu yd 30„00 105,000 Walls 1,890 cu yd o kSoQO 85,000 Reinforcing steel 509,000 IbSo o i5 76,l|QO Outlet Works Miscellaneous metalwork 75,000 lbs. O0I4O 30,000 Steel pipe , 30° and 36-=inch dia 7,200 IbSo Oo25 1,800 ,325,000 9li0,li00 6U,600 L»29 ESTIMATED COST OF JARHETT SHUT-IN DAM AND RESERVOIR WITH STORAGE CAPACITY OF 110,000 ACRE=FEET (continued) Item Quantity CAPITAL COSTS Unit price Cost Outlet Works (continued) High pressure slide gates Howell <=Bunger valves 2l4=inch dia 30° inch dia Res ervoir Land and improvements Clearing reservoir lands i Road relocation Access road Subtotal Administration and engineering, 1Q# Contingencies , 1$% Interest during construction TOTAL 3,0 o lump sum lump sum lump sum $ 28,500 7 5 800 9*200 $ 77,300 lump sum UliO.OO lump sum lump sum 30,000 365 5 i;00 100,000 87 r9 500 582,900 $3,51*0,200 $ 35ii s OOO 531,000 265,500 Hi, 690,700 ANNUAL COSTS Interest, 3° $% Amortisation, l;Q°year sinking fund at 3° 5$ Operation and maintenance TOTAL _ $ 161*, 200 55,500 13,000 $ 232,700 L-30 ESTIMATED COST OF BALD TOP DAM AND RESERVOIR WITH STORAGE CAPACITY OF 20 S Q00 ACRE-FEET (Bas®d on prices prevailing in 195U^ Elevation of crest of dams 860 feet,, UoS.G.So datum Elevation of crest of spillways 81*5 feet Height, of dam to spillway crest, above stream beds 175 feet Capacity of reservoir to crest of spillways 20,000 acre-feet Capacity of spillway with 5~foot freeboards 7,600 aecond-feet Item Unit price Cost CAPITAL COSTS Dam Exploration •• lump sum $ 15 ,,000 Diversion of stream and dewatering of foundation lump sum 10 5 000 Stripping topsoil 39^300 cuoydo 0ol*0 15,700 Excavation for embankment Foundation 73,900 cuoydo $ 0o80 59,100 From borrow pits 1*67,000 cuoydo o i*5 210,200 From stream bed 1,130,200 cu.ydo OoljO 1*52,100 Embankment Impervious 1*06,100 cuoydo 0.16 65^000 Random 982,800 euoyd. 0.12 117,900 Random^ salvage 83,000 eu ydo o 20 16,600 Rock riprap 1*3 , 200 ciio yd . l*o 00 172,800 Drilling grout holes 5. 9 760 lin., f to 3o00 17,300 Pressure grouting 3,81*0 cuofto U.00 l5,l*oo Gravel drains 13 s 800 cuoyd. 3o00 ja^*oo Spillway Excavation s unclassified 37 : , 000 cuoydo lo20 1*1*, 1*00 Concrete Weir and cutoff 200 cuoydo 35.00 7,000 Floor 1,01*0 cu ydo 30 o 00 31,200 Walls 690 cuoydo. 1*0 o00 27,600 Reinforcing steel 160,000 IbSo 0ol5 _2l* J 0Q0 Outlet Works Excavation Inlet and outlet structures 300 cu ydo loOO 300 Conduit 6,100 cuoydo 2o00 12,200 Backfill 1 5 000 cu»yd. io5o 1,500 Concrete Conduit l a 720 cu ydo 5o oo 86,000 Inlet structure 50 cuoydo 60o00 3,000 Gate chamber and valve house 50 cuoydo 50,00 2,500 11,208,500 131*, 200 h-JH ESTIMATED COST OF BALD TOP DAM AND RESERVOIR WITH STORAGE CAPACITY OF 20^000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Outlet Works (continued) Reinforcing steel Miscellaneous metal work Steel pipe 5 30=inch dia High pressure slide gate Howell °Bunger valve , 2l4-inch diao Needle valve , 30= inch dia, 182^000 Ibsc 10,300 lbs, 75 9 600 lbs l6 a 00Q Ibsc $ 0.15 $ 0,1*0 0,25 lump sura lump sum 27,300 lj,100 18,900 8,000 7,800 9,600 $ Reservoir Land and improvements Clearing reservoir lands 250 ac« Access road Subtotal Administration and engineering, 10$ Contingencies, 15$ Interest during construction TOTAL lump sum 27 5 000 2JiGo00 60,000 lump sum 153 3 000 $ 21*0,000 H,763 9 900 | 176,!iOO 261*, 600 JiiAQO $2, 2h9 , 000 ANNUAL COSTS Interest, 3° %% Amortisation, iiO-year sinking fund at 3< Operation and maintenance TOTAL 78,700 26,600 6,000 % 111,300 L=32 ESTIMATED COST OF UPPER RAGGED POINT DAM AND RESERVOIR WITH STORAGE CAPACITY OF 30<,000 ACRE-FEET (Based on prices prevailing in 19$ h) Elevation of crest of dams 320 feet, U.SoGoSo datura Elevation of crest of spillways 300 feet Height of dam to spillway crest , above stream bed? 230 feet Capacity of reservoir to crest of spillways 30 $ 000 acre -feet Capacity of spillway with 5°foot freeboards 15,000 second-feet «. o o o Unit ■ Item § Quantity s price s Cost CAPITAL COSTS Dam Exploration lump sum $ 15 5 000 Diversion of stream and dewatering of foundation lump sum 200,000 Stripping topsoil 52,800 cuoydo $ 0oU0 21,100 Excavation for embankment Foundation l88,aQ0 cuoydo 0o70 131,700 From borrow pits l<,i|ii0, ; 700 cuoydo O067 965,300 From stream bed 2,855,100 cuoydo 0o50 1,1*2? , 600 Embankment Impervious 1,252*800 cuoydo 0,16 200,1*00 Pervious 2,1*82,700 cuoydo 0*12 297*900 Pervious , salvage 206^000 cuoydo 0c20 1*1,200 Rock riprap 65? 000 cu e yd 3c50 227,500 Drilling grout holes 6,060 lino f to 3c00 18,200 Pressure grouting l*,Ql*Q cu ft iioOO 16,200 $3,562,100 Spillway Excavation^ unclassified 80,900 cuoydo 1.50 121,1*00 Concrete Weir and cutoff 200 cu.ydo 35-oo 7,000 Floor 1,300 cu yd 30o00 39,000 Walls 960 cu ydo ilOoOO 38,1*00 Reinforcing steel 205,000 Ibso 0oi5 30 y 800 236,600 Outlet Works Excavation Inlet and outlet structures 1,000 cuoydo lo00 1.000 Conduit 10^080 cu»ydo 2c00 20,200 Backfill 9 5 960 cu yd 1.50 ll*,900 Concrete Conduit 2,620 cuoydo 5o oo 131,000 Inlet structure 150 cu ydo 60 o 00 9,000 Gate chamber and valve house 280 eu ydo 5o oo ll*,000 L-33 ESTIMATED COST OF UPPER RAGGED POINT DAM AND RESERVOIR WITH STORAGE CAPACITY OF 30 , 000 ACRE=FEET (continued) Item Quantity CAPITAL COSTS Outlet Works (continued) Reinforcing steel Miscellaneous metalwork Steel pipe, lj2-ineh dia High pressure slide gat® Howell °Bunger valve, 36=inch diao Needle valve , 30~inch dia 305 9 000 IbSo 20 5 000 lbs 135,000 IbSo 25,000 IbSo Reservoir Land and improvements Clearing reservoir lands 255 ac Relocation of utilities Subtotal Administration and engineering, 10% Contingencies , 1$% Interest during construction TOTAL ANNUAL COSTS Unit price $ 0d5 0,1*0 0,25 0o5o lump sum lump sum lump sum 120o00 lump sum Cost 1*5,800 8,000 33,800 12,500 10,300 9,600 30,000 30 , 600 % 310,100 60,600 m,l69,liD0 % 1*16,900 625,i*OQ 208,500 $5,1*20,200 Interest, 3«5/& Amortization , l*0=year sinking fund at 3° 5% Operation and maintenanc* TOTAL $ 189,700 61*, 100 6,000 $ 259,800 L*3l* ESfS TED COST OF UPPER YELLOW HILL DAM AND RESERVOIR WITH STORAGE CAPACITY OF 20,000 ACRE-FEET (Bas«d on prices prevailing in 195b) Elevation of crest of dams 150 feet., UoS GoS datum Elevation of crest of spillways 135 feet Height of dam to spillway crest, above stream beds 95 feet Capacity of reservoir to crest of spillways 20,000 acre feat Capacity of spillway with 6-foot freeboards 16,200 second-feet Item Unit price Cost CAPITAL COSTS Dam Exploration Diversion of stream and sum $ 10.000 dew&tering of foundation lump sum 5,ooo Stripping topsoil 3b,b00 cu.ydo $ 0ol*0 13,800 Excavation for embankment Foundation 135,900 cuoydo 0o70 95,100 From borrow pits 378,1*00 cucydo Q°b5 170,300 From stream bed ii50 9 700 cuoydo o 35 157,700 Embankment Impervious 329 5 0O© cuoydo 0ol6 52,600 Random 391,900 cu c ydo o 12 b7,Q00 Random, salvage 1QJ4,700 cuoydo 0o20 20,900 Rock riprap 2k 9 200 cuoydo 3o50 8b, 700 Drilling grout holes 11,760 lin„ ft o 3o00 35,300 Pressure grouting 7,81*0 CUof to b°00 31, bOO Gravel drains 12,700 cuoydo 2o50 31, , 800 Auxiliary Dam Excavation for foundation 2 j 760 cuoydo 0o70 1,900 Excavation for embankment 8,b?0 cuoydo 0ci*5 3,800 Embankment impervious 7,380 cu ydo 0oi5 1,100 Rock riprap 750 oic-ydo 3c50 2,600 Spillway Excavation 5 unclassified 1*0 s 100 cu yd 0o90 36,100 Concrete Weir and cutoff 560 cu ydo 35°OQ 19*600 Floor 1,130 cu ydn 30.00 33,900 Walls 190 euc-ydo io o 00 7,600 Reinforcing steel lii9,000 Ibso 0ol5 J&zbPO Outlet Works Excavation Inlet and outlet structures 300 cu ydc loOO 300 Conduit 2,780 cuoydo 2o00 5,600 Backfill ! .00 cuoydo 1,50 600 9, bOO 119,600 L-35 ESTBSAf® COW 8T UPPEK ?mLGW 'HILL DAM AND RESERVOIR WITH STORAGE CAPACITY OF 20,000 ACRE-FEET TOTAL $ 71 , 500 g % Unit % Item s Quantity 8 price s Cost I CAPITAL COSTS Outlet Works (continued) Concrete Conduit 780 euoydo $50*00 # 39,000 Inlet structure 50 euoydo 6O0O0 3,000 Gate chamber and valve house 50 euoydo $0 o 00 25,000 Reinforcing steel 88,000 lbs* 0.15 13,200 Miscellaneous metalwork 10 c, 300 Ibso OoiiO 2i,100 Steel pipe, 30° inch dia 3li,600 Ibso Go 25 8,600 High pressure slide gat© 12 5 000 lbs„ o 50 6,000 Howell-Bunger valve. 2li-inch dia lump sum 7,800 Needle valve, 30<=ineh diao iianp sum 9,600 $ 100,300 Reservoir Land and improvements lump sum 55,000 Clearing reservoir lands lilO aco 180 000 73.800 =_ 128. 9 80O Subtotal 11,113,700 Administration and engineering, WjL $ 111,^00 Contingencies, 1$% 167,100 Interest during construction 27,800 TOTAL $1,1*20,000 ANNUAL COSTS Interest, 3° 5% $ 1*9,700 Amortization, iiG-year sinking fund at 3° $% 16,800 Operation and maintenance 5,000 L~36 ESTIMATED COST OF YELLOW HILL DAM AND RESERVOIR WITH STORAGE CAPACITY OF 50,000 ACRE-FEET Jased on prices prevailing in 1951*) Elevation of crest of dams 192 feet,, UoSaGoSo datum Elevation of crest of spillways 177 feei Height of dam to spillway crest, above stream beds ±hl feet Capacity of reservoir to crest of spillways 50 5 000 acre«feet Capacity of spillway with 5"foot freeboards 13,900 second-feet Item CAPITAL COSTS Quantity Unit price Cost Dam Exploration Diversion of stream and lump sum $ 12,5* dewatering of foundation lump sum 7,5oo Stripping tops oil 56 „ 600 cu ydo $ O0I4O 22^600 Excavation for embankment Foundation 235 5 900 euoyd. 0o70 165 5 100 From borrow pits 808 s 300 cu ydo 0o70 565 , 800 From stream bed 1 5 207 5 500 cuoydo 0o6Q 72l*,500 Embankment Impervious 702 , 900 cuoydo Q„16 112,500 Random 1,05Q s 000 cuoydo 0ol2 126,000 Random , salvage 322,600 cuoydo 0o20 61^,500 Rock riprap liQ,20Q cuoydo 3o50 IhQslQ® Drilling grout holes 12,360 linofto 3o00 37*1©Q Pressure grouting 8,21*0 cuofto lioOO 33,000 Gravel drains 26 y 800 cu°yd 2e50 67*000 #2 Spillway Excavation, unclassified 19l*,300 cu ydo lo20 233,200 Concrete Weir and cutoff ii20 cuoydo 35 00 11* ,700 Floor 1,160 cuoydo 30o00 3k, 800 Walls 51*0 cu yd I1.O0OO 21,600 Reinforcing steel 171,800 IbSo 0oi5 25,800 Outlet Works Excavation Inlet and outlet structures 300 cuoydo lo00 300 Conduit 6,060 cu yd„ 2o00 12,100 Backfill 2,390 cuoydo 1=50 3,600 Concrete Conduit 1,14.90 cuoydo 5O0O0 7l*,500 Inlet structure 200 cuoydo 6O0O0 12,000 Gate chamber and valve house 300 cuoydo 5o oo 16,500 330,100 ESTIMATED COST OF YELLOW HILL DAM AND RESERVOIR WITH STORAGE CAPACITY OF 50^000 ACHE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Outlet Works (continued) Reinforcing steel Miscellaneous metalwork Steel pipe , lj8°dnch dia« High pressure slide gate Howell -Bunger valve , 36=inch dia Needle valve, ii2~ineh dia D Reservoir Land and improvements Clearing reservoir lands Subtotal Administration and engineering; Contingencies , 1$% Interest during construction TOTAL 202^,000 Ibso 23,100 lbs„ 00,500 Ibso 30^000 Ibso 625 a< ANNUAL COSTS Interest , 3° 5% Amortisation, hO^year sinking fund at 3° 5% Operation and maintenance TOTAL $ 0oi5 Q ilO Oo25 0o5o lump sum lump sum lump sum 180 oOO $ 30,300 9 c, 200 22,600 15,000 10,300 21,000 7^,000 112o500 $ 227,1*00 186,500 $2,822,800 $ 282,300 ii23,liOO 70,600 $3,599,100 $ 126,000 1*2,600 7s500 $ 176,100 L-38 ESTIMATED COST OF YELLOW HILL DAM AND RESERVOIR WITH STORAGE CAPACITY OF 80 s OOO ACRE-FEET (Based on prices prevailing in 195il) Elevation of crest of dams 23l* feet, UoSoGoSc datum Elevation of crest of spillways 220 feet Height of dam to spillway crest, above stream beds 190 feet Capacity of reservoir to crest of spillways 80,000 acre-feet Capacity of spillway with 5<=f oot freeboards 11,900 seeond=feet Item CAPITAL COSTS Quantity Unit pric® Cost Dam Exploration Diversion of stream and dewatering of foundation Stripping topsoil Excavation for embankment Foundation From borrow pits From stream bed Embankment Impervious Random Random, salvage Rock riprap Drilling grout holes Pressure grouting Gravel drains Spillway Excavation, unclassified Concrete Weir and cutoff Floor Walls Reinforcing steel lump sum $ 15 j lump sum 107,200 cuoydo $ O0I4O 368 , 200 cuoydo 0o?0 1 ,,308,200 cu ydc 0*7© 3,025,800 cuoydo O06O 1,137,600 cuoydo 0ol6 2,631,100 cuoydo 0ol2 31*6,500 cuoydo o 20 78,900 cu yd 3„50 13,560 linofto 3o00 9,0i*Q cuofto ioOO 3l*§000 cuoydo 2<>50 93,700 cu ydo lo20 1*10 cucydc 35 o00 1,270 cu ydo 3O0OO 510 cuoydo iiOcOO 178,000 IbSo 0ol5 10,000 1*2,900 257,700 915,700 L,815,500 182,000 315*700 69, 300 276,200 1*0,700 36,200 85,000 112,1*00 11*, 1*00 38,100 20,1*00 26,700 $l*,Q6lp900 212,000 Outlet Works Excavation Inlet and outlet structures Conduit Backfill Concrete Conduit Inlet structure Gate chamber and valve house 500 euoyd. IcOO 500 11,900 cu.ydo 2oOO 23,800 6,020 cu.yd, 1*50 9,000 2,620 cuoydo 50°Q0 131,000 320 cuoydo 6O0OO 19,200 1*30 cuoydo 50o00 21,500 L-39 ESTIMATED COST OF YELLOW HILL DAM AND RESERYOIR WITH 1 STORAGE CAPACITY OF 80^,000 ACRE-FEET (continued) Quantity 337 5 000 Ibso 38,000 Ibso 178,500 lbs* 62,dOO lbs. ac< _Item CAPITAL COSTS Outlet Works (continued) Reinforcing steel Miscellaneous sietalwork Steel pipe* 60<=ineh diao High pressure slide gate Howell°Bunger valve* l48°inch diao Needle valve* 5l4 c =inch diao Reservoir Land and improvements Clearing reservoir lands Subtotal Administration and engineering; Contingencies j, 15$ Interest during construction TOTAL ANNUAL COSTS Interest* 3°5% Amortization* UO-year sinking fund at 3°5# Operation and maintenance TOTAL Unit pric® Cost $ Oois OoiiO Oo25 o 50 $ 5o 5 6oo 15.200 kh? 600 31 s 000 lump sum lump sum 13,500 55 5 ooo lump sum $>3 5 000 11*2,200 235s 200 th s 92k 3 QQQ $ ii92,liOO 738,600 2^200 $6,1401*200 $ 22ii 5 000 75.700 io 5 5oo $ 310*200 ESTIMATED COST OF SAN 'SIMEON DAM AND RESERVOIR WITH STORAGE CAPACITY OF 60 s 000 ACRE-FEET Jased on prices preYailing in 1951*) Elevation of crest of dams 237 feet 5 U SoGoSo datum Elevation of crest of spillways 22U feet Height of dam to, spillway crest, above stream beds 169 feet Capacity of reservoir to crest of spillways 60,000 acre°feet Capacity of spillway with 5=foot freeboards 6,900 second=feet § Unit Item 8 Quantity § price g Cost CAPITAL COSTS Dam Exploration lump sum $ 20^000 Diversion of stream and dewatering of foundation lump sum 10 s 000 Stripping tops oil 91,700 cu yd $ OohP 36,700 Excavation of embankment Foundation 303,300 cuoydo o 70 212 ,300 From borrow pits 1,507 5 600 cuoydo Oo55 829,200 From stream bed 2,88? $ 000 cu ydo Oo53 1,530,100 Embankment Impervious 1,312,000 cu ydo 0ol6 209,800 Random 2 5 510,1|00 cuoydo 0ol2 301,200 Random,, salvage 272 5 000 cu ydo 0o20 5h 9 koo Rock riprap 88,300 cu ydo 3o50 309^000 Drilling grout holes llj,0li0 lin* f to 3o00 1*2,100 Pressure grouting 9,360 CUof t o UoOO 37,liOO Gravel drains 30 , 000 cuoydo 2o50 75,000 #3,667,200 Spillway Excavation, unclassified 89^00 cu yd loOO 89,1400 Concrete Weir and cutoff 2i|0 cuoydo 35° 00 8,1*00 Floor 1,630 cu ydo 30o00 1*8, 90^ Walls 780 cu ydo I4Q0OO 31,200 Reinforcing steel 220^000 Ibso 0ol5 33,000 210,900 Outlet Works Excavation Inlet and outlet structures 700 cuoydo 1 loOO $ 700 Conduit 7,900 cu ydo 2o00 15,800 Backfill 3,000 cuoydo ic50 14,500 Concrete Conduit 1,950 cuoydo 50 c 00 97,500 Inlet structure 200 cu ydo 60o00 12,000 Gate chamber and valve house 330 cuoydo 50o00 16,500 L- ESTIMATED COST OF SAN SIMEON DAM AND RESERVOIR WITH STORAGE CAPACITY OF 60^000 ACRE-FEET (continued) Unit price Cost CAPITAL COSTS Outlet Works (continued) Reinfor@ing steel Miscellaneous metalwork Steel pipe,, i|8-inch dia High pressure slide gate Howell°Bunger valve, 36=4nch dia Needle valve , 36=ineh dia« Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineering; Contingencies, 1$% Interest during construction TOTAL 21*8,000 IbSo 29,000 IbSo 108,600 lbs, 39 , 000 lbs 750 ac<> $ o l5 O.IiQ Oo25 0o5o lump sum lump sum * 37,200 11,600 27,200 19,500 10,300 li^QOO 266,800 lump sum 302, ,000 100 c 00 75, ,000 lump sum 20 ,000 lump sum 315, ,000 73,2 ,000 $li,856,900 $ H85,700 728,500 21*2,800 16,313,900 ANNUAL COSTS Interest, 3»5# Amortization, IjO=year sinking fund at 3°S% Operation and maintenance 221iOOO 7i|,700 8,500 TOTAL 3Qli,200 ESTIMATED COST OF SANTA HOSA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 1$ , OOO ACRE-FEET (Based on prices prevailing in 19514.) Elevation of crest of dams 393 feet., UoSoGoSo datum Elevation of crest of spillways 378 feet Height of dam to spillway crest, above stream beds 138 feet Capacity of reservoir to crest of spillways 15,000 acre-feet Capacity of spillway with 6°f oot freeboards 7,liQ0 second~feet Item CAPITAL COSTS Quantity Unit price Cost Dam Exploration Diversion of stream and de watering of foundation Stripping topsoil Excavation for embankment Foundation From borrow pits From stream bed Embankment Impervious Random Rand6ra, salvage Rock riprap Drilling grout holes Pressure grouting Gravel drains 23,000 cuoydo 50,>6QQ cu ydo 222,000 cuoydc 3i*7,iOO euoydo 193 , 000 cu ydc 301,800 cu ydo 11*1, 2Q0 cuoydo 15,100 cuoydo 3,1*00 linoft, 2,300 cu ft 8,000 cu ydo lump sum lump sum $ 0,1*0 0.90 Go 60 0o50 0d5 0ol2 o 20 3o50 3o00 I40OO 3o00 9,200 1*5.500 133,200 173,600 30,900 36,200 28,200 52,800 10,200 9 200 21**000 $ 573. Spillway Excavation, unclassified Concrete Weir and cutoff Floor Reinforcing steel Outlet Works Excavation Inlet and outlet structures Conduit Backfill Concrete Conduit Inlet structure Gate chamber and valve house 137,600 cuoydo 330 cu D ydo 1*00 cu yd 1*60 cu ydo 98,000 IbSo 1,000 cuoydo 1*,300 cuoydo 600 cuoydo 1 cu yd 70 cuoydo 80 cuoydo lo20 35° 00 30 c 00 1*0 „ 00 0ol5 loOO 2 o 00 io50 50o00 60o00 50o00 165,100 11,600 13,200 11*, 700 1,000 8,600 900 59,800 1**200 1*,000 223,000 L=l*3 ESTIMATED COST OF SANTA ROSA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 15 5,000 ACRE-FEET (continued) Item CAPITAL COSTS Quantity Unit price Cost Outlet Works (continued) Reinforcing steel Mis cellaneous metal work Steel pipe, 30-inch dia c High pressure slide gate Howell <=Bunger valve 9 2lHLnch dia Needle valve,, 3Q~inch dia<> Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineering, Contingencies^ \$% Interest during construction TOTAL 12 5 800 Ibso £li,000 Ibso ll^QQO lbs. 250 ac. $ Q„15 OoiiO 0,25 0o5o lump sum lump sum lump sum 50,00 lump sum lump sum $ 21,. 5 ; 13 3 500 7 9 000 9^600 $ 11*2,900 230 , 000 12,500 25*000 1*00,000 667,500 $1 5 606,1*0Q $ 160 , 600 21*1,000 60^ 200 $2 , 068 ,000 ANNUAL COSTS Inter est , 3°5# Amortization, l*G=year sinking fund at 3°5# Operation and maintenance TOTAL $ 72,1*00 21^,500 5,000 $ 101,900 L-Wi ESTIMATED COST OF SANTA ROSA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 25,000 ACRE-FEET (Based on prices prevailing in 1951*) Elevation of crest of damg \\2$ feet,, U oS oG oS o datum Elevation of crest of spillway? i|12 feet Height of dam to spillway crest., stream beds 172 feet Capacity of reservoir to crest of spillways 25,000 acre-feet Capacity of spillway with 5-foot freeboards 6,900 second-feet 8 Unit s Item § Quantity 8 price 8 Cost CAPITAL COSTS Dam Exploration lump sum $ 15,000 Diversion of stream and dewatering of foundation lump sum 10,000 Stripping tops oil 50 , 000 cu yde $ QoiiO 20,000 Excavation for embankment Foundation 75*900 cu ydo 0o90 68,300 From borrow pits li29 5 900 cu ydo 0.70 300,900 From stream bed 938,900 euoydo 0.55 .516,1400 Embankment Impervious 373,800 ciioydo o l6 59,800 Random 816,1400 eu ydo 0ol2 98 ,000 Random 9 salvage 1*40,300 cuoydo 0o20 28,100' Rock riprap 36,700 eu ydo 3o50 128,1400 Drilling grout holes 1*,800 linofto 3o00 111 ,1*00 Pressure grouting 3,200 CUofto iioOO 12,800 Gravel drains 10,900 cu ydo 3o00 32,700 $l»30li,80Q Spillway Excavation, unclassified 111,200 cuoydo loOO 111,200 Concrete Weir and cutoff 210 cu ydo 35° 00 7 ,1*00 Floor 1*80 cu ydo 30o00 114,1*00 Walls 160 cu ydo I4O0OO 6,1400 Reinforcing steel 68,000 lbs 0ol5 10,200 1149,600 Outlet Works Excavation Inlet and outlet structures 1,100 cu ydo loOO 1,100 Conduit 6,500 cuoydo 2o00 13,000 Backfill 1,100 cuoydo i»50 1,600 Concrete Conduit 1,770 cuoydo 50o00 88,500 Inlet structure 100 cuoydo 60„00 6,000 Gate chamber and valve house 150 cu ydo 5Qo00 7,500 ESTIMATED COST OF SANTA ROSA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 25*000 ACRE-FEET (continued) Unit 212, > 19 5 100 lbs, 106 s 000 lbs, 21^000 lbs, Item CAPITAL COSTS Outlet Works (continued) Reinforcing steel Miscellaneous metal work Steel pipe, 36-inch dia<> High pressure slide gate Howell°Bunger valve 2i*-inch diao Needle valve , 30- inch dia c Res ervoir Land and improvements Clearing reservoir lands 3l*0 ac» Relocation 6f utilities Road relocation Subtotal Administration and engineering,, 10$ Contingencies, 1$% Interest during construction TOTAL Quantity g price Cost $ OolS 0„i*0 Oo25 0,50 lump sum lump sum lump sum , SOoOO lump sum lump sum 33^800 7,600 26,500 10,500 7,800 9,600 $ 211,500 235,000 17^000 265.000 1425,000 703,000 $2,368 5 900 $ 236,900 355,300 118,1*00 #3,079,500 ANNUAL COSTS Interest, 3 °5% Amortization, l*Q~year sinking fund at 3°5# Operation and maintenance TOTAL $ 107,800 36,1*00 5,000 I 11*9,200 L- 14.6 ESTIMATED COST OF SANTA ROSA DAM AND RESERVOIE WITH STORAGE CAPACITY OF 35 , OOO ACRE-FEET (Based on prices prevailing in 1951* ) Elevation of crest of damg 1£0 feet, UoSoGoSo da tiara Elevation of crest of spillways 1*38 feet Height of dam to spillway crest , stream beds 198 feet Capacity of reservoir to crest of spillways 35*000 acre-feet Capacity of spillway with 6«foot freeboards 3,800 second-feet s % Unit Item g Quantity g price g Cost CAPITAL COSTS Dam Exploration lump sum $ 15,000 Diversion of stream and dewatering of foundation lump sum 15*000 Stripping tops oil 71,500 cu ydo $ OoiiO 28,600 Excavation for embankment Foundation 95*900 cu.ydc 0o90 86,300 From borrow pits 567,300 cuoydo 0«75 ii25*5oo From stream bed 1*673*300 cu»ydo O06O i;,ooli,ooo Embankment Impervious 2i93*300 cuoydo 0d6 78,900 Random 1,1455*100 cu ydo o 12 I7k*600 Random , salvage 71*900 cuoydo 0o20 IU5UOO Rock riprap 1*8,900 cu„ydo 3»50 171,200 Drilling grout holes 5,800 linoft. 3o00 17,1400 Pressure grouting 3,900 CUoft. iioOO 15*600 Gravel drains 12,200 cu ydo 3.00 36^600 $2,083*100 Spillway Excavation , unclassified 35,700 cu.ydo 0o90 32,100 Concrete Weir and cutoff 210 cuoydc 35<.oo 7*U00 Floor 300 cu<>ydo 30 c 00 9,000 Walls 80 cu»ydo IlOoOO 3,200 • Reinforcing steel h6,000 lbs o.i5 6,900 58,600 Outlet Works Excavation Inlet and outlet structures 1,200 cuoydo 1,00 1,200 Conduit 9*170 cu.ydo 2„00 18,300 Backfill 2,610 cuoydo io5o 3*900 Concrete Conduit 2*375 cuoydo 50.00 118,800 Inlet structure 150 cuoydo 6O0OO 9,000 Gate chamber and valve house 280 cu yd 50o00 114,000 L-U7 ESTIMATED COST OF SANTA ROSA DAM AND RESERVOIR WITH STORAGE CAPACITY OF 35 s OOO ACRE=FEET (continued) Item Quantity Unit price CAPITAL COSTS Outlet Works (continued) Reinforcing steel Miscellaneous metalwork Steel pipe, ij2<=dnch dia JSigh pressure slide gate Howell-Bunger valve, 30-inch dia» Needle valve , 30-inch dia<> Res ervoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineerings Contingencies , 1$% Interest during construction TOTAL 305,000 27 5 000 166,000 25 -,000 li30 aco 0d5 OoiiO o 25 lump sum lump sum lump sum 50o00 lump sum lump sum 1*5^800 10,800 Iji^Soo 12,500 9,200 9jt 235,000 21,500 27 , 000 $ 2914,600 733,500 $3,169,800 $ 317,000 1475,500 158,500 $4,120,800 ANNUAL COSTS Interest, 3«S% Amortization, 140-year sinking fund at 3*5% Operation and maintenance TOTAL $ 1UU,200 148,700 6,000 $ 198,900 ESTIMATED COST OF WHALE HOCK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 2Q*QOO ACRE-FEET (Based on prices prevailing in 195ii) Elevation of crest of dam; 177 feet* UoSoG.So datum Elevation of crest of spillways 161* feet Height of dam to spillway crest, above stream beds 12ii feet Capacity of reservoir to crest of spillways 20,000 acre-feet j Capacity of spillway with 5-foot freeboards 8,600 second-feet Item CAPITAL COSTS Quantity Unit p ric® Cost Exploration Diversion of stream and dewatering of foundation Stripping topsoil Excavation for embankment Foundation From borrow pits From stream bed Embankment Impervious Random Random * salvage Rock riprap Drilling grout holes Pressure grouting Gravel drains lump sum $ 10, .20*700 cu»ydo '97,700 cu,ydo 338*000 cuoydo 113*000 cuoydo 293*1*00 cu yd 98 5 800 cuoydo 215 3 000 cuoydo 15,500 cuoydo 3*1x1,0 linoft, 2,280 cuofto 7,600 cuoydo lump sum $ Qol*Q O08O 040 0o35 O0I6 0cl2 0.20 3o50 3*00 iioOO 3*00 8*300 78,200 135*200 39,600 1*6 9 900 11,900 1*3 9 000 51*, 200 10*300 9,100 22,800 l*7l*,5Q0 Spillway Excavation, unclassified 187*800 cu yd Concrete Weir and cutoff Floor Walls Reinforcing steel 260 cu ydc 69O cucydo 900 cuoydo 152,000 lbs. IcOO 35«oo 30o00 1*0 o 00 0ci5 187*800 9*. 20,700 36*000 22,800 276*1*00 Outlet Works Excavation Inlet and outlet structures Conduit Backfill Concrete Conduit Intake structure Gate chamber and valve house 500 cu.ydo loOO 500 1**000 cuoydo 2.00 8*000 2*000 cuoydc 1,50 3*000 1*055 cu.yd. 50o00 52*800 100 cu.yd. 6O0OO 6,000 100 cu ydo 50c 00 5*000 L=i*9 ESTIMATED COST OF WHALE ROCK DAM AND RESEHifOIR WITH STORAGE CAPACITY OF 20 5 000 ACRE°FEET (continued) Item CAPITAL COSTS Unit price Cost Outlet Works (continued) Reinforcing steel Miscellaneous metal work Steel pipe , 30- inch diao High pressure slide gate Howell~Bunger valve , 2u~ineh dia<> Needle valve. 30°inch diac 125,500 IbSo 8,800 IbSo 57,200 IbSc 10,600 IbSo $ 0,1*0 Oo25 0o5o lump sum lump sum 18*800 3,500 ll*,300 5,300 7,800 9,600 $ 131* ? 600 Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineering 9 Contingencies, 15$ Interest during construction TOTAL 1*20 ac lump sum 25oOO lump sum lump sum 250,000 10,500 60 9 000 638,500 $l,52ii,000 $ 152,1*00 228,600 J8^100 H, 9l*3, 100 ANNUAL COSTS Interest, 2><>$% Amortization, l*Q-year sinking fund Operation and maintenance TOTAL 3.5* 68,000 23,000 $ 96,000 L=50 ESTIMATED COST OF WHALE ROCK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 40 , 000 ACRE-FEET (Based on prices prevailing in 1954) Elevation of crest of damg 215 feet, Uo So G So datum Elevation of crest of spillway? 203 feet Height of dam to spillway crest, above stream beds 163 Capacity of reservoir to crest of spillways 40,000 acre-feet Capacity of spillway with 5~foot freeboard? 7,100 second-feet ttap-mi»j^»n«««jun ■■■..iWTHH u.mm s Unit Item s Quantity % price % Cost CAPITAL COSTS Dam . Exploration lump sum $ 15,000 Diversion of stream and . dewatering of foundation lump sum 5,000 Stripping topsoil 32,000 cu.yd $ 0.40 12,800 Excavation for embankment Foundation 213,600 cu.yd % 0,80 170,900 From borrow pits 729,100 cu.yd. 0.51 371,800 From stream bed 419*400 cu yd. 0o42 176,100 Embankment Impervious 630,400 cu.yd. 0.16 100,900 Random 364,700 cu.yd. 0ol2 43,800 Random , salvage 277,000 cu.yd. 0.20 55,400 Rock riprap 24,800 cu.yd. 3.50 86 , 800 Drilling grout holes 4,320 lin.ft. 3o00 13,000 Pressure grouting 2,880 cu.ft. 4.00 11,500 Gravel drains 16 5 300 cu.yd. 3.00 48,900 $1. ,111,900 Spillway Excavation^ unclassified 155,900 cu.yd. 1.00 155,900 Concrete Weir and cutoff 270 cuvyd. 35.00 ' 9,400 Floor 750 cu:yd. 30.00 22,500 Walls 740 cu.yd. 40.00 29,600 Reinforcing steel 144,000 lbs. 0.1£ 21 9 600 239,000 Outlet Works Excavation Inlet and outlet structures 500 cu.yd. 1.00 500 Conduit 5,000 cu.yd. 2.00 10 , 000 Backfill 1,500 cu.yd. 1.50 2,200 Concrete Conduit 1,300 cu.yd. 50.00 65,000 Inlet structure 150 cu.yd. 60.00 9,000 Gate chamber and valve house 280 cu.yd. 50.00 14,000 ESTIMATED OOST OF MALE ROCK DAM AND RESERVOIR WITH STORAGE CAPACITY OF 40,000 ACRE-FEET (continued) i % Unit J[tgm_ ^ g Quantity i price CAPITAL COST Outlet Works (continued) Reinforcing steel 173,000 lbs $ 0.15 $ 26,000 Miscellaneous metalwork 18,200 lbs, 0.40 7,300 Steel pipe, 42-inch dia. 63,000 lbs. 0«25 15,800 High pressure slide gate 26,500 lbs. 0.50 13 , 200 Howell-Bunger valve , 24-inch dia. lump sum 7*800 Needle valve , 42-inch dia. lump sum _21g00O $ 191,800 Reservoir Land and improvements lump sum 270,000 Clearing reservoir lands 620 ac. 25.00 15,500 Relocation of utilities lump sum 70,000 Road relocation lump sum 3 64 o 000 719 r? fiOO Subtotal $2 ,262,200 Administration and engineering, 10$ $ 226,200 Contingencies, 15$ 339^,300 Interest during construction 5o ? 600 TOTAL $2,884,300 ANNUAL COSTS Interest, 3„5# $ 101,000 Amortization, 40-year sinking fund at 3° 5$ 34,100 Operation and maintenance 6 9 500 TOTAL $ 141,600 ESTIMATED COST OF WITTENBERG DM AND RESERVOIR WITH STORAGE CAPACITY OF 20 9 000 ACRE-FEET (Based on prices prevailing in 1954) Elevation of crest of darn? 550 feet U. So Go So datum Elevation of crest of spillways Height of dam to spillway crest, stream beds 111 feet Capacity of reservoir to crest of spillways 20,000 acre-feet 535 feet Capacity of spillway with 5-foot above freeboards 9,600 second-feet ° Unit % Item % Quantity price s Cost CAPITAL COSTS Dam . Exploration lump sum $ 15,000 Diversion of stream and . dewatering of foundation lump sum 5 9 000 Stripping topsoil 22,100 cu.yd. % 0.40 8,800 Excavation for embankment Foundation 82,400 cu.yd. 0.70 57,700 From borrow pits 341,200 cu.yd. 0.45 153,500 From stream bed 307,700 cu.yd. 0.40 123,100 Embankment Impervious 296,700 cu.yd. 0.16 47,500 Random 267,600 cu.yd. 0.12 32,100 Rock riprap 18,300 cu.yd. 3.50 64,000 Drilling grout holes 7,900 lin.ft. 3.00 23 700 Pressure grouting 5*300 cu.ft. 4.00 21 , 200 Gravel drains 10,800 cu.yd. 2.50 m 27 3 000 % 578,600 Spillway Excavation, unclassified 104,700 cu.ydo 0.90 94,200 Concrete Weir and cutoff 160 cu.yd. 35.00 5,600 Floor 590 cu.yd. 30.00 17,700 Walls 650 cu.yd. 40.00 26,000 Reinforcing steel 115,800 lbs. 0.15 17^400 160,900 Outlet Works Excavation Inlet and outlet structures 1,000 cu.yd. lo00 1,000 Conduit 3,800 cu.yd. 2.00 7,600 Backfill 900 cu.yd. 1.50 1,400 Concrete Conduit 1,010 cu.yd. 50.00 50,500 Inlet structure 100 cu.yd. 60.00 60.OOO Gate chamber and valve house 150 cu.yd. 50.00 7,500 L-53 ESTIMATED COST OF WITTENBERG DM AMD RESERVOIR WITH STORAGE CAPACITY OF 20,000 ACRE-FEET (continued) Item Quantity Unit Jgrice_ Cost : CAPITAL COSTS Outlet Works (continued) Reinforcing steel Miscellaneous metalwork Steel pipe j, 36-inch dia. High pressure slide gate HowellHBunger valve 24-inch dia. Needle valve , 30-inch dia. Reservoir Land and improvements Clearing reservoir lands Relocation of utilities Road relocation Subtotal Administration and engineering. Contingencies , 15% Interest during construction TOTAL 126,000 lbs„ 14,400 lbs. 41,600 lbs. 18,000 lbs. 540 ac. $ 0.15 0.40 0.25 0.50 lump sum lump sum lump sum 100.00 lump sum lump sum 18,900 5,800 10,400 9,000 7,800 ^^00 $ 135,500 100,000 54c, 000 1,500 l^o^goo . ■_3i5,500 $1,390,500 $ 139,000 208,600 34,800 $1,772,900 ANNUAL COSTS Interest, 3.5$ Amortization^ 40-year sinking fund at 3.5$ Operation and maintenance TOTAL 62,000 21,000 „2^000 $ 88,000 L°5Ii ESTIMATED COST OF WITTENBERG DAM AND RESERVOIR WITH STORAGE CAPACITY OF 36^000 ACRE-FEET (Based on prices prevailing in 1951*) Elevation of crest of dams 575 feet, UoSoGoSc datum Elevation of crest of spillway s 560 feet Height of dam to spillway crest, above stream bed? 136 feet Capacity of reservoir to crest of spillways 36,000 acre°feet Capacity of spillway with 5-foot freeboards 8 M 800 second=feet o o o Unit i > Item g Quantity s price i Cost CAPITAL COSTS Dam Exploration lump sum * 15,000 Diversion of stream and dewatering of foundation lump sum 5,ooo Stripping topsoil 30 , 000 cdoydo $ OoliO 12 , 000 Excavation for embankment Foundation 110 <, 700 cuoydo 0o70 77,500 From borrow pits 555^000 cu ydo Oo53 291*, 200 From stream bed 660 5 000 cu c ydo Qo\6 297,000 Embankment Impervious 1*85,700 euoydo 0ol6 77,700 Random 576,300 cuoydo 0ol2 69,200 Rock riprap 23,800 cu<>ydo 3o50 83,300 Drilling grout holes 10^200 linofto 3o00 30 5 600 Pressure grouting 6,800 CUof to lloOO 27,200 Gravel drains 15,700 cuoydo 2c50 39,200 |1,027,900 Spillway Excavation 9 unclassified 7l*,800 cu ydo 0c90 67,300 Concrete Heir and cutoff 160 cu ydo 35oOO 5,600 Floor ii80 cuoydo 30 c 00 ll*,l*00 Walls 625 cu ydo iiOcOO 25,000 Reinforcing steel lOitcOOO Ibso 0oi5 15,600 127,900 Outlet Works Excavation Inlet and outlet structures 1 5 000 cu u ydo lo00 1,000 Conduit 5,100 cu ydo 2o00 10,200 Backfill i,5oo cu yd io5o 2,200 Concrete Conduit 1,320 cuoydo 5o oo 66,000 Inlet structure 150 cuoydc 60o00 9,000 Gate chamber and valve house 275 cuoydo 50o00 13,800 L~55 ESTIMATED COST OF WITTENBERG DAM AND RESERVOIR WITH STORAGE CAPACITY OF 36 $ OOO ACRE-FEET (continued) Item CAPITAL COSTS Outlet Works (continued) Reinforcing steel llh 3 $O0 lbs e % 'OdS $26,200 Miscellaneous metalwork 19 5 lj00 lbs 0»1;0 7 5 8QO Steel pipe^ l*2^inch dia. 58*200 lbs<> 0,25 li,600 High pressure slide gate 26 s 000 lbs G.,50 13,000 Howell <=Bunger valve^ 2ii-=inch dia lump sum 7^800 Needle valve, 30<=inch dia<> lump sum 9 *6QQ $ 181,200 Reservoir Land and improvements lump sum 13li 5 000 Clearing reservoir la&dp », 76O aco lOOoOO, 76, OOP Relocation of utilities lump sum 1 9 6QQ Road relocation lump sum 390^000 601^600 Subtotal $1,938 s 600 Administration and engineering^ 10$ $ 193*900 Contingencies , 15$ 290*800 Interest during construction lj8*5QQ TOTAL $2,1*71*800 ANNUAL, COSTS Interest, 3°5% $ 86*500 Amortization* kO~ye&r sinking fund at 3°5$ 29*200 Operation and maintenance 6,600 TOTAL $ 122 <> 300 h- 000 Ibso 940 ac. Administration and engineering, 10$ Contingencies , 15$ Interest during construction TOTAL Cost $ 0.15 0o40 0,25 Qe50 lump sum lump sum 35,900 9,500 23 , 600 21,500 9,200 =-1*600 lump sum 188 ,000 150 o 00 141, 000 lump sum 35, 000 lump sum &2L ,000 & 221 , 200 lo215 Q Q00 $3,316,200 $ 331,600 497,400 82,900 ,228,100 ANNUAL COSTS Interest, 3° 5% Amortization 5 40-year sinking fund Operation and maintenance TOTAL ,t 3°55 148,000 50,000 500 # 205,500 L -60 ESTIMATED COST OF WHALE ROCK CONDUIT WHALE ROCK DAM TO MORRO BAY Capacity of conduits 16 second-feet Annual yields 8,900 acre-feet Length of conduits 37^000 lineal feet t- s Unit s Item s Quantity s price s Cost CAPITAL COSTS Excavation 40,200 cu ydo $ lo50 $ 60,300 Backfill 36,500 cu,ydo Oo75 27,400 Pipe, reinforced concrete, furnish and install 27-ineh diameter 37,000 lin ft 10o20 377 , 400 Valves 5 furnish and install Air-release, 4-inch dia 4 each 365 00 1,500 Blowoff, 6-imch dia c 4 each 1,450,00 5,800 Gate j 24°in©h dia 2 each 2,200 o 00 4,400 Meter and equipment 1 each 7, 500,00 7,500 Fittings lump sum 18,900 Road resurfacing 2,000 tons 5o00 10,000 River crossings 440 lin ft. 20o00 8,800 Pumping plant and equipment 1 each 21, 600 00 21,600 Right of way lump sum 2,000 Subtotal $545,600 Administration and engineering, 10$ $ 54,600 Contingencies , ±5% 81,800 Interest during construction 13.600 TOTAL $695,600 ANNUAL COSTS Interest, 3° 5% $ 24 s 300 Amortization, 40-year sinking fund at 3° 5$ 8,200 Replacement 300 Electrical energy 12,300 Operation and maintenance _l^oo TOTAL $ 48,600 L=6l ESTIMATED COST OF WHALE HOCK CONDUIT MORBO BAY TO SAN LUIS OBISPO Capacity of conduits U.5 second-feet Length ©f conduits 57,000 lineal feet Annual yield? 6,000 aere-feet Item g, Quant it CAPITAL COSTS Excavation 56*700 eu ydc $ 1»50 $ 85 s OOO Backfill 51 3 000 cu yd o 0„75 38,200 Pipe 9 reinforced concrete , furnish and install 24-inch diameter 57,000 lin, ft 9=10 518 , 700 Valves, furnish and install Air-release, 2<=inch diao 8 each 200 o 00 1,600 Blowoff,. 4-inch dia 8 each 1,200.00 9 2 600 Gate, 18=inch dia„ 2 each l,500 o 0Q 3 5 000 Meter and equipment 1 each 7 9 500 „ 00 7,500 Fittings lump sum 25,900 River crossings 320 lin.fto 19=00 6,100 Pumping plants and equipment 2 each 25 5 500oOO 51*000 Regulating reservoir lump sum 25,000 Right of way lump sum 4, 000 Subtotal $775*600 Administration and engineering, 10$ $ 77 * 600 Contingencies 5 15$ 116,300 Interest during construction 1 TOTAL ANNUAL COSTS Interest, 3»5$ $ 34,600 Amortization, 40-year sinking fund at 3=5$ 11,700 Replacement 600 Electrical energy 34 3 000 Operation and maintenance „ 4 ^900 TOTAL $ 85,800 L=62 ESTIMATED COST OF WHALE ROCK CONDUIT MQRHG BAY TO LOS OSOS Capacity of conduits 5 second- "feet Length of conduits 26 ,400 lineal feet Annual yields 2,900 acre-feet o § Unit % Item s Quantity % price % Cost CAPITAL COSTS Excavation 20 , 600 cuoydo $ 1,20 $ 24,700 Backfill 18,100 cu yd 0o60 10,900 Pipe,, reinforced concrete, furnish and install 18=inch diameter 26,400 linoftc 6„80 179,500 Valves, furnish and install Air-release 5 2<=inch dia c 4 each 200 o 00 800 Blowoff, 4=inch dia c 5 each 1,200 „ 00 6,000 Gate, 18~inch dia„ 2 each 1,500.00 3 S 000 Meter and equipment 1 each 4, 000 „ 00 4,000 Fittings lump sum 9,000 Road resurfacing 1,000 tons 4»00 4,000 River crossings 600 lin ft, 15o00 9,000 Pumping plant and equipment 1 each 5,700oOO 5,700 Regulating reservoir lump sum 10,000 Right of way Subtotal lump sum 5,000 $271,600 Administration and engineering^ f H# $ 27,200 Contingencies , 15$ 40,700 Interest during construction 6,800 TOTAL $346,300 ANNUAL COSTS *- U ^ U - JJ 1 ■ l-* "■■ ■ MUM II Interest , 3«5$ $ 12,100 Amortization., 40=year sinking i Eund at 3 „ 5% 4,100 Replacement 100 Electrical energy 2,100 Operation and maintenance IjJOO TOTAL $ 20,100 L~63 APPENDIX M ALTERNATIVE PLAN OF DEVELOPMENT FOR NACIMIENTO AND SAN ANTONIO RIVERS PROPOSED BY SAN LUIS OBISPO COUNTY APPENDIX M ALTERNATIVE PLAN OF DEVELOPMENT FOR NACIMIENTO AND SAN ANTONIO RIVERS PROPOSED BY SAN LUIS OBISPO COUNTY Subsequent to the completion of this investigation,, the Board of Supervisors of San Luis Obispo County 5 acting in the capacity of Board of Directors of the San Luis Obispo County Flood Control and Water Conservation District^ retained Mr c Charles H„ Lee, Consulting Engineer, to study possible developments to provide supplemental water supplies for the County. Mr. Lee has developed a plan for a reservoir project on San Antonio River to conserve jointly waters of the San Antonio and Nacimiento Rivers and to convey controlled flows to potential areas of use in the Upper Salinas River Yalley* 'Since the plan developed by Mr Lee does not coincide with any of the water supply developments studied during this investigation and reported upon herein 5 the County of San Luis Obispo has requested that a description of Mr. Lee's proposed development be included in this bulletin,, The foregoing plan consists of (l) San Antonio Reservoir s with a storage capacity of 467 > 000 acre-feet, located on the San Antonio River, to be created by a dam about seven miles upstream from its confluence with the Salinas River at a site known to this Department as the Pleyto "A" sitej (2) a tunnel about two miles in length, with a conveyance capacity of 5,000 second^feet, diverting from the existing Nacimiento Reservoir on Nacimiento River and discharging into San Antonio Reservoir j and (3) a conduit leading from San Antonio Reservoir to a connection with the possible M-l Nacimiento-Shandon Conduit described earlier in this bulletin „ As described by Mr Lee, the operation of the foregoing plan would consist of diversion of flood waters from Nacimiento Reservoir at rates up to 5s>000 second-feet^ only at times when water would be spilling from that reservoir or being released for flood control purposes^ and storage in San Antonio River of these diverted flows as well as the flows of San Antonio River at times when the flow of the latter river is less than the flow of Salinas River at Spreckels. Mr Lee prepared estimates of the safe yield of the proposed plan from mass curves of seasonal runoff of the San Antonio and Nacimiento Rivers for the period i89h=95 to 195>5-56 based upon two different assumptions with regard to the existing Nacimiento Reservoir! (1) diversion of floodwaters of Nacimiento Reservoir during periods when the 350^000 acre-foot reservoir is full and spillingj and (2) diversion of floodwaters of Nacimiento River during periods when the reservoir is filled to 200^000 acre -feet of storage and spilling in order to maintain a flood control storage reservation of 150^000 acre-feetc Mr<» Lee estimated the safe yield for assumption (l) to be 53*000 acre-feet per season and for assumption (2) 63.? 000 acre-feet per season. Mr» Lee estimates the capital cost of the proposed works to be $9i>665<,900«> A detailed breakdown of this cost estimate was not made available to this Department c Applications to the State Division of Water Resources (succeeded by the State Mater Rights Board) for appropriation of unappropriated water were filed on the San Antonio River by the Monterey County Flood Control and Mater Conservation District and the San Luis Obispo County Flood Control and Water Conservation District. On December 2 5 1955s Monterey County Flood Control and Mater Conservation District filed Application No. I6?6l for "irrigation and related domestic 9 municipal ^ industrial, and recreational uses with M-2 incidental flood control" for a water conservation development at Pleyto »B M site« On December 9 S 1955, the San Luis Obispo County Flood Control and Water Conservation District filed Application No„ 16778 for "irrigation and related domes tic 5 municipal s industrial, and recreational uses with incidental flood control 98 and conservation of the waters of the San Antonio River, and on the same date filed Application No,, 16779 for diversion of flood waters from Nacimiento River to San Antonio Reservoir c No permits have been issued by the State Water Rights Board in connection with any of these filings „ During the course of the investigation of San Luis Obispo County 5 no consideration was given to water supply developments on the San Antonio River because, with the exception of three small tributaries , that stream is located outside the boundaries of the county However,, in the state-wide water resources investigation leading to the preparation of The California Water Plan, reported upon in Bulletin No c 3 of the Department of Water Resources., consideration was given to plans for conservation °f "the waters of the San Antonio River., Bulletin No* 3 describes two storage developments on the San Antonio River and estimates of cost thereof are set forth in the following tabulations Storage capacity., Dam and in acre- f eet reservoir Gross Net Milpitas »B W 175,000 17ii 5 000 Pleyto »B» 200 5 000 197, ,000 The Milpitas M B M site is located on the San Antonio River at a point about i|0 miles upstream from its confluence with the Salinas River and could provide supplemental water for the lands in tockwood Valley which M-3 Net safe seasonal yields in acre= feet Capital cost at 1955 price levels 18,500 $8,139,000 21,000 li, 667,000 extend along the San Antonio River downstream to the Pleyto "B" Site. The Pleyto "B" dam site is located about one mile upstream from the site selected by Mr» Lee 5 designated Pleyto "A" Site. As indicated in Bulletin No, 3> water conserved by these developments could be made available to Lockwood and Hames Valley and to other portions of the Salinas River Valley area<> M-U vj) RETURN TO the circulation desk of any University of California Library or to the NORTHERN REGIONAL LIBRARY FACILITY Bldg. 400, Richmond Field Station University of California Richmond, CA 94804-4698 ALL BOOKS MAY BE RECALLED AFTER 7 DAYS 2-month loans may be renewed by calling (415) 642-6753 1-year loans may be recharged by bringing books to NRLF Renewals and recharges may be made 4 days prior to due date DUE AS STAMPED BELOW OCT £6 2011 JUN M 1 7 fc?gn