Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About28521 Hwy 6 - 194123400016EAGLE UNTY DEPARTMENT OF ENVIRONN. ` "TAL HEALTH Box 811 6th & Broadway Eagle, Colorado 81631 CALL FOR. INSPECTION ON FINAL PERMIT �O 149 (this does not constitute • a building or use permit) Owner DanKoprinikar System Location Edwards - across from Skelly Station Licensed Contractor Jiia. Xeiiip - Hoe & Grow, Inc. - P. 0. Box F, Edwards, Co. 31632 * Conditional Construction approval is hereby granted fora 1, O G gallon "= Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pere rate 1 inches in :Z minutes 13C G. sq. ft. absorption area per bedroom _ # of bedrooms x 3� sq. ft. minimum requirement May we suggest 600 sq. ft. of drainage field Date Z —�% Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. /-"" Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date --3- i'7 Inspector di .Qo�� a� a�Dz,/�c /ram �'da� , 1 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 2. This permit is valid only for connection to structures which have fully complied with County Zoning and building requirements. Connection to or use with any dwelling or structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or both. • PJ"ICOI,; TION TEST LE. 1pnlicp tion Nlo. Permit No. 0v. n e r . --- / l am' �. •� Le_--,zl Description: • Tyne of Uwellint;: ,# -e No. of Bedrooms: � 2 . Date of Test: .-•Z Denth of lioles: Diameter: Tyne of Soil: v� Locz;tion of Tess: Holes: �'/j�P Ciy� ��lr, y •' Test ?pole was nreso: iced from: To: 27 Tzme Dste •' Time- ' Date TIME IYPTEA DEPTH i INCIIES BATE 7 1 2 3 1_ 2 `'— L 1 Z 3 1 2 3 r Percolation Rate: ' Site has been re i'ewe:i• and tested for ncrcolatio;j. z`ate, lye reconime;id: /PPROVjIL DISIPPROVAL DfTL: G� 311) V i 7• o:i[I1011 t ", l lic,;1 tit 7:aUle County d a �. • ENVIRONMENTAL HEALTH P.O. BOX 81 1 PERMIT NO. EAGLE, COLORADO 81631 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Name of Owner: _ Address of Owner: Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer system: Phone: PERMIT FEE $25.00 Location of Proposed System: Legal Discription: Type of Structure: Single Family Dwelling ( ) Other: No. Bedrooms Water Supply: Private Well ( ) Location: Distance From leach field: Size of Lot: Public Water Supply: An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of system: The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: Percolation Information: Tank Capacity: Absorption Area: REMARKS: APPLICATION IS: Date: (This application becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY gal. (minimum) Sq. ft. (minimum) APPROVED ( ) DENIED ( ) Permit No. Fee Receipt File: The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: Sanitarian: 0149-Across from Skelly station Edwards JOB NAME— 28521 Hwy 6 TNTuaR JOB NO. I LA9 wo �4l.IYlIV1♦ BILL TO DATE STARTED DATE COMPLETED DATE BILLED I -000l k.. A d JOB COST SUMMARY TOTAL SELLING PRICE - TOTAL MATERIAL L S I G!� 5C. AA , � Q �! C:'Ob I I PERMIT # 149 club JOB FOLDER Product 278 ®0 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 ®B R �is-g5 OWNER: Dan Iri ni kar LOCATION: Edwards - across from Skelly Station o l INSTALLER: Jim KempZ��l"�� INSTALLED TANK: 1,000 gallons Remodel of existing system DWELLING: Residential - 2 bedrooms x 300 sq.ft. PERC RATE: one inch/40 minutes (600 sq.ft.) 0"Ts 10-02-5 (suggest 600 sq. ft. of drainage field) Finalized: 3-77 By: Les Douglas INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N® 0715 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: Ron E. Beck Telephone: None Address: P.O. Box 657 - Mi nturn , CO 81645 System Location: 28521 Hwy 6 - Wolcott, CO Licensed Installer: Self License Number: Conditional installation approval is hereby granted for the following: Minimum requirements: 1400 Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: 1 Inch in 5 Minutes Absorption area per bedroom 195 Sq. Ft. Number of BedroomsJ_ X 125 Sq. Ft. minimum requirement per bedroom - equals 375 Total Sq. Ft. minimum requirement ld / d_0_'1W Special Requirements: This unit is considered to be the caretakers unit on the Koori nakpr propprty, It shall not exceed 1500 S.F. in size, nor shall it be sold separately from the main dwelling. Date: _September 3, 1985 Environmental Health Officer: CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended. 2. This permit is valid only for connection to structures which have fully cgmphedpwith County zoning and building requirements. Connection to or use witb'any dwelling or structure not approved by the�tio'ning and building departments shall automatically be a violation of a requirement. of the permit andcause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or in_ s_talls an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. INSTALLED ABSORPTION OR DISPERSAL AREA: 540 SQ. FT.. INSTALLED SEPTIC TANK: 1000 GALLONS; 300 DEGREES; 36 FEET DESIGN ENGINEER OF SYSTEM: Owner INSTALLER OF SYSTEM: Owner SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: PHONE: YES x NO YES X NO - X COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES X NO. COMMENTS: See Diagram - back of this form (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) 10/30/85ENVIRONMENTAL HEALTH OFFICER: Erik Edeen DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: Name of Applicant: RETAIN WITH RECEIPT RECORDS PERMIT Ron Beck Name of Owner: Katherine Koprinikar Amount Paid: $150.00 Receipt Number: C0555 Date: 08/23/85 Cashier: Gail Parker 50.00 C0557 0 3Gail Parker White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION; FOR INDIVIDUAL SEWAGE DTSPOSAL SYS=1 PERMIT HEALTH OFFICE - EAGLE COC;;T' • P.U. Box 850 Eagle, Colorado 81631 No. PERMIT APPLICATION' FEE: 8150.00 328-7311 PERCOLATION TEST FEE: S50.00 NXME OF OWNER: ��n A, %/� Lc l � ,ry /Jt yt emog6- ADDRESS : 2 85'2 ) # PHONE: — NAME OF APPLICANT (if different from owner); ADDRESS: PHONE: DESIGN ENGINEER OF SYSTal (if applicable): ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: SF Licensed Installer (see attached list): YES NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Street/Rural Address: 2 $ 5-D wv (4 W(-) COW— Lot Size: 3 S7 Legal Description: BUILDING OR SERVICE TYPE (check applicable category): (� Residential - Single Family ( ) Residential = Quadplex ( ) Residential - Duplex ( ) Commercial (state usage) ( ) Residential - Triplex NUMBER OF PERSONS: 4 NUMBER OF BEDROOMS: WASTE TYPES (check applicable categories): ( ) Commercial or Institutional ( Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal ( ) Dishwasher ( ) Automatic Washer ( ) Spa Tub ( ) Other TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (Y� Septic Tank ( ) Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO (yQ IS SYSTEMDESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES /( ) NO (>Q (I3' YeS, Zee attached tvasteaaten 6ZOW Aeducti,on methods) NOTE: The Envitonmentae HeaLtn 064.ieen may reduce the nequin.ed absonption cAea upon app,tovae o4 an adequate wastevaten 4tow neducti.on plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) ( ) Creek/Stream Give depth of all wells within 200 feet of system: , If supplied by community water, give name of suppli SIGNATURE: j . CLtie e o�e� og� °x� DATE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - INFOMATION BELOW TO BE FILLED OUT By ENVIROMIJENTAL HEALTH OFFICER: - - GROUND CONDITIONS: Pe cent Gnound Slope Depth to Bedno ck (pen &' Pno bit e Hote) C�ti,� ��. /'- 2 7 .Depth to Gnoun&ate�t Table SOIL PERCOLATION TEST RESULTS:. c7'_ Minuta pelt inch tin Hote i <3' Minuta peA .inch to Hote #2 Minutes pen .inch to Hote #3 FINAL DT SAL By• ( A&so,tpti.on Tnench, Bed on Pit Ev ( ) apottra.ns p-itcati.on ( ) ve Ground D.ispevusae ( ) Sand Fitter ( Unde.tg7ound Di,spensae ( ) Wasteevaten Pond ( ) Oth&t Amowi.t Paid: 5L3 - Receipt Numbe.t C Date: o2L3 ----------------------- �3'7-------`3d` -_ NOTE: Site Plan must be attached to application. (Env. Health Department - Rev. 4-07-83) + APPLICATIC" TOR I`;DI%'1M:AL SEWAGE DTSPOS:IL SYST^1 PFR_MIT E: %71RO`:`IEN'TAL I-EALTH OFFIC7 - EAGLE COL:;:�' •i P.O. Box 850u Eagle, Colorado 81631 ?;o. PERMIT APPLICATION FEE: 8150.00 328-7311 PERCOLATION TEST FEE: $50.00 NXIIE OF OWNER: ��n N r' /�jLC�` JO ADDRESS: 285 ) tFi�(ro7T- PHONE: NAME OF APPLICANT (if different from owner): ADDRESS: _1___>� PHONE: DESIGN ENGINEER OF SYSTDT (if applicable): _ ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTE'1: SF Licensed Installer (see attached list): YES NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL FNi- Street/Rural Address: Lot Size: Legal Description: wwn BUILDING OR SERVICE TYPE (check applicable category_): (� Residential - Single Family ( ) Residential Quadplex ( ) Residential - Duplex ( ) Commercial (state usage) ( ) Residential - Triplex NUMBER OF PERSONS: 4 NUMBER OF BEDROOMS: WASTE TYPES (check applicable categories): ( ) Commercial or Institutional ( Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal ( ) Automatic Washer ( ) Dishwasher ( ) ( ) Spa Tub Other TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (� Septic Tank ( ) Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet Pit Privy ( ) Aeration Plant ( ) ( ) Other ( ) Recycling, Potable Use ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO (>Q IS SYSTE'1 DESIGNED FOR LESS THA:\T 2,000 GALLO\TS PER DAY: YES NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO (`) (I3' yes, -see attachd tvas etevatet 6ZOW teducti.on methods) NOTE: The Enviunmenta2 Heae-th 064iceA may teduee the tequ-ited abzotpti.on attea upon apptovaZ o4 an adequate was tavate/t 4ZOW tedueti_on plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) ( ) Creek/Stream Give depth of all wells within 200 feet of system:f If supplied by community water, give name of suppli Ron 8x>= -J*dc or%swva.! ��1'� c atiCn -ro b a.. - -SIGNATURE_ sisr ed b" 1��+1�r�n 1CCprir%Zkt 8X- o6�14N 1 06-5 DATE -- L -- - - -- INFOR,k(ATION BELOW TO BE FILLED OUT BY ENVIROMIJENTAL HEALTH OFFICER: GROUND CONDITIONS: Peteent Ground Slope / v Depth to Bedttock (pet 8' Pt06iZe HoZe) Depth to Gtoundlivate,% TabZe SOIL PERCOLATION TEST RESULTS:. CS7- Miklures pe/% -cnch in HoZe #I Atinutez pert inch to Hoge #2 6{.i.nutes pet inch to HoZe # 3 FINAL DI SAL BY: - ( Ab�sotpti.on T)Leneh, Bed of Pit ( ) Evapotta spiaatc:on ( ) eve Ground D.Lspe,rsa.Z ( 1 Sand Fitters ( Unde,%g,,.ound Dispetsae ( ) Wastecvatet Pond ( ) Othe t Amou;tt Paid: Recce pt Numbe•, Date: �3 ----------- �q-------------- -------%=--. NOTE: Site Plan must be attached to application. (Env. Health Department - Rev. 4-07-83) PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $50.00 ISDS APPLICATION NO. OWNER:n� LEGAL DESCRIPTION: ,_'_142�5aj JAWk� �a --UJ&6 --k - RURAL ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: DATE OF PERCOLATION TEST: <R -2, L 6j TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES NO TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 ' 2 3 1 2 3 1 2 3 lz e lox lU � Z Z Z; 2- 4 2 /Z z -' PERCOLATION RATE: RECOMMENDED MINIMUM SEPTIC TANK SIZE: — U RECOMMENDED MINIMUM LEACH FIELD SIZE: RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE. Environmental Health Officer Date l l COMMENTS: c��-� Rev. 5/31/84 INDNI U iYSTE1VI PERMIT' EAGLE COUNTY ENVIRON11MENTAL HEALTH OFFICE Name Da Ro�ue �7g' App i i cati on PJc Locatio Please rev.iea the attached Individual Se.vage Disposal System Permit Application and return it with this completed form to the Environmental Health Office. PLANNING: Complies with - YES N(l -RF1ITr7mcn av Subdivision Regulations: Zoning Regulations: ..•. • Recommend Approval: �� BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEI-IED BY DATE � I I ----4 YES I_ NO I REVIE:•IED BY g")tff -1 DATE ENVIROIT DENTAL HEALTH: Co;�p l i es with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recoa,.Tend Approval: YES NO REVIEWED BY DATE I %.Vi-.1 L111 J: EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 October 31, 1985 Ron Beck P.O. Box 657 Minturn, CO 816.45 RE: ISDS Permit #715 Dear Mr. Beck: This is to inform you that your ISDS Permit #715 for property located at 28521 Hwy 6 - Wolcott, Colorado, has been inspected and finalized by Erik Edeen on October 30,.1985. I am enclosing a copy of this permit for your records. Sincerely, Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gp Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 r P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 �ffl EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 October 23, 1985 ITEMS TO BE COMPLETED: Ron Beck 1) Septic - Application signed by property owner 2) Final on septic system 3) Building and electric inspection Rrura Rarl 1) Septic - needs perc test to get permit issued 2) Building permit fee needs to be paid - based on valuation 3) Building and electrical inspection 4) Need septic final prior to occupancy Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 0715 Beck 28521 Hwy 6 y ,JOB NAME, y JOB .Na AOO-InCl 1 Ar`AT1f1N BILL TO DATE STARTED DATE COMPLETED DATE BILLED IBC&-9 3 ( JOB COST SUMMARY TOTAL SELLING PRICE f �J� _ C�(� ------------ ----- TOTAL MATERIAL _ PERMIT #715 OWNER: Katherine Koprinikar (Ron Beck) LOCATION: 28521 Hwy 6 - Wolcott, CO INSTALLER: Owner SIZE OF TANK: 1000 Gal. _. ...._. DWELLING: Mobile home - 2 bedroom PERC RATE: 1 inch in 5 minutes ABSORPTION AREA: 540 s.f. FINALIZED: 09/03/85 BY: Erik Edeen i JOB COST JSS PROFIT NERHEAD COSTS SELLING PRICE NET PROFIT JOB FOLDER Product.278 Qp NEW ENGLAND BUSINESS Of I. Printed in U.S.A. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N2 0728 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE J INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Bruce Beck Telephone:- 996-1676 �axx>a�s- 28521 ' Hwy 6, Wolcott, CO ;em Location: 28521 Hwy 6, Wo1 r-ot t , Co Licensed Installer: Owner Installed =ic`ense Number: - Conditional installation approval is hereby granted for the following: Minimum requirements: 1000 Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: I— Inch in 20 Minutes Absorption area per bedroom 200 Sq. Ft. Number of Bedrooms 3 X 200 Sq. Ft. minimum requirement per bedroom - equals 600 Total Sq. Ft. minimum requirement Special Requirements: Employee housing — not to be sold as a seperate parcel. Date November 14, 1985 Environmental Health Officer: Erik Edeen( , CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structure not approved by the zoning and building departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. INSTALLED ABSORPTION OR DISPERSAL AREA: SQ. FT. INSTALLED SEPTIC TANK: GALLONS; DEGREES; FEET DESIGN ENGINEER OF SYSTEM: INSTALLER OF SYSTEM: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: PHONE: YES NO YES NO COMPLIANCE WITH PERMIT REQUIREMENTS: YES COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES COMMENTS: am NO (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) ENVIRONMENTAL HEALTH OFFICER: DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: Bruce Beck Name of Owner: Katherine Koprinikar Amount Paid:$900-00 Receipt Number: c-0159 Date: ()J4/R5 Cashier: Gail ParkPr--& White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner r d APPLICATTO': FOR I`,DI%'TT)UAL SF, AGE DISPOSAL SiST'-:'I ER`!T . E::VIRO`ZIE:TAL "'EALTH OFFICE - EAGLE COi :'7� • P.U. Box 850 Eagle, Colorado 81631 No. c3n9D PERMIT APPLICATION FEE: 9150.00 328-7311 PERCOLATION TEST FEE: S50.00 NA:11:E OF OWNER: � 'f t ! G ADDRESS: �� 5 �.1 /fro h U'd V PHONE: 22/'•- NAIME OF APPLICANT (if different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM (if applicable): ADDRESS: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: PHONE: PHONE: Licensed Installer (see attached list): YES NO X_ ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (X) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SE[dAGE DISPOSAL SYSTEM: Street/Rural Address: 2 Lot Size: 2S �lcrzv5 Legal Description: BUILDING OR SERVICE TYPE (check applicable category): (X) Residential - Single Family ( ) Residential - Quadplex ( ) Residential - Duplex ( ) Commercial (state usage) ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES (check applicable categories): ( ) Commercial or Institutional () Dwelling ( ) Non -Domestic Wastes ( ) Use (�C)Transient Garbage Disposal ( ) Dishwasher O Automatic Washer ( ) Spa Tub ( ) Other TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: () Septic Tank ( ) Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use E WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO (-f) IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( j NO (I 0 yes , .6 ee attached tcas.t ewateA 6.2ow Leduc tion methods ) NOTE: The EnvLtonme►tita2 Hea;eth 064icen may teduce-the kequiAed abSonpti.on area upon appnovat of an adequate toas.tetoaten 6.2ow nedue ,ion plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: 4J—�� If supplied by community water, give name of supplier: - _SIGNATURE: �I DATE: � _C,I- - - - �- INFOZIATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: PeACent Ground Stope Depth to Bedtoeh (pen 8' P)Lo6 to Hote) Depth to Ground vate,,L Tabte SOIL PERCOLATION TEST RESULTS: hfinutes pe,7 inchcn Ho2e 1 Afinuteh pen .inch to Hote #2 h{.i.nu to s pen .inch to Hote # 3 FINAL DISPOSAL BY: - ( ) Absonption Trench, Bed on Pit ( ) EvapottansPiMti.on ( ) Above Ground D.f spe /sat ( ) Sand Fit ten ( ) Unde.Yg.towLd DZspeAzaZ ( ) Wastelvlatct Pond Amount Paid:Receipt NLu)Iben Date: q/S/gam NOTE: Site Plan must be attached to application. - (Env. Health Department - Rev. 4-07-83) :, EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 November 14, 1985 Bruce Beck P.O. Box 657 Minturn, CO 81645 RE: ISDS Permit #728 Dear Mr. Beck: Enclosed is your ISDS Permit #728 for property located at 28521 Hwy 6 in Wolcott, Colorado. The information on the permit application indicates that the system will be owner installed. Therefore, you will be responsible for the installation of the system. This yellow copy of the ISDS Permit must be posted on the. installation site. You must call our office for final inspection before covering any portion of the installed system. We can be reached at 328-7311,. Ext. 238. If you have any questions regarding this matter, please contact our office. Sincerely yours, A7i di )ow?..'� 1 Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gP Enc. .v EAGLE COUNTY ENVIROiNMENTAL HEALTH OFFICE flame) . D e R uted l e) Locate n) Appiication t Please revi&a the attached Individual Se: -rage Disposal System Permit Application and return it with this completed form to the Environmental Health Office. PLANNING: Complies with - YES NO REVIEIIED BY DATE Subdivision Regulations: I Zoning Regulations: Recommend Approval: v I� ` f0 -•'a f- 8-S 0 BUILDING:. Complies with - YES I NO I REVIE.•!ED BY IDATE- BuildingT Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ,ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: ENVIRON, DENTAL HEALTH: Complies wJ th - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: C0:','•1Ei JTS : YES NO I REVIEi•!ED BY YES NO I REVIE:•!ED BY DATE DATE // /,--/ - & y I ENV I0/6,g/$ts 'MENT FEE: $50.00 ISDS APPLICATION NO. OWNER: �rv�C2 Uc� LEGAL DESCRIPTION: RURAL ADDRESS: TYPE OF DWELLING' ��'�—S NUMBER OF BEDROOMS: DATE OF PERCOLATION TEST: ��( `-� TYPE OF SOIL:��-'G�� TEST HOLES PRE-SOAKED: YES C/ NO su 41 L TIME 1 2 3 j WATER DEPTH i 2 3 INCHES OF FALL RATE 1 2 3 1 2 3 z ;2-7 ID ' r M I / � 17 PERCOLATION RATE: RECOMMENDED MINIMUM SEPTIC TANK SIZE: RECOMMENDED MINIMUM LEACH FIELD SIZE: D RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEWED AND, .TESTED FOR PERCOLATION RATE. Z 01,-� 11 Environmental Health Officer Date COMMENTS: Rev. 5/31/84 { { e \ . . - / � \ � A � , .. .,..... EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 November 14, 1986 MEMORANDUM TO: PROPERTY OWNERS FROM: EAGLE COUNTY .ENVIRONMENTAL HEALTH OFFICE RE: EXPIRED INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMITS Our records indicate that your Permit #Z has not had a final inspection of the individual sewage disposal system. If you do not have a current building permit, the above referenced permit has expired. Please contact the Eagle County Environmental Health Office at the following address and give us the current status of your septic tank system and/or arrange for a final inspection. Eagle County Community Development Environmental Health Office P.O. Box 179 Eagle, Colorado 81631 (303) 328-7311, Ext. 227 Your immediate response to this request will be greatly appreciated. Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 JOB NAME —)z' .lob Na J06 LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED qL JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL Ic PERMIT # REPAIR PERMIT OWNER: Katherine Korpinikar LOCATION: 28521 Hwy 6 - Wolcott, CO INSTALLER: Owner SIZE OF TANK: 1000 gal. DWELLING: Single Family - 3 bedroom PERC RATE: Existing System ABSORPTION AREA INSTALLED: Existing System COST DROFIT D COSTS JG PRICE 'ROFIT JOB FOLDER Product.278 Q® NEW ENGLAND BUSINESS SERVICE, IN FINALIZED: 05 / 19 / 86 a BY: Erik Edeen Printed in U.S.A. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT REPAIR Eagle County Department of Environmental Health itMIT N® 0738 P.O. Box 850 - 550 Broadway ***REPAIR PERMIT*** Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner Katherine.Koprinikar Telephone: 926-3676 Address: 28521 Hwy 6 - Wolcott, CO 81655 System Location: 28521 Hwy 6 - Wolcott, CO Licensed Installer: Owner Installed License Number: Conditional installation approval is hereby granted for the following: ***REPAIR PERMIT*** Minimum requirements: Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: NEW SEPTIC TANK INSTALLED: 1000 Gal. Percolation rate: Inch in Minutes Absorption area per bedroom Sq. Ft. Number of Bedrooms X Sq. Ft. minimum requirement per bedroom - equals Total Sq. Ft. minimum requirement Special Requirements: Date: May 12, 1986 Environmental Health Officer: ' ' (_�'/ CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structure not approved by the zoning and building departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. INSTALLED ABSORPTION OR DISPERSAL AREA: SQ. FT. INSTALLED SEPTIC TANK: 1000 GALLONS; 260 DEGREES; 12 FEET from house DESIGN ENGINEER OF SYSTEM: 4 feet from porch INSTALLER OF SYSTEM: Owner PHONE: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: YES X NO YES X NO COMPLIANCE WITH PERMIT REQUIREMENTS: YES X NO COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES x NO COMMENTS: (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) 5 119 IS ENVIRONMENTAL HEALTH OFFICER: Erik Edeen DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS Name of Applicant: Katherine n Kol2ri ni k_ar Name of Owner: Same PERMIT Amount Paid: 8150.00 Receipt Number: 1657 Date: 5/8/86 Cashier: Gail Parker White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APp'ICi.T FOR I.`:^i:'ID AL Sr \G DIS20c:\L S':S" Pc %tl ENVIRONMENTAL 1:EALT111 OFFICE EAGLE COC'::TY P.O. Box S50 (� Eagle, Colorado 81631 `:o. \ PERMIT APPLICATIOX FEE: S150.00 328-7311 PERCOLATION TEST FEE: S50.00 NAME OF OVER: KA;rhr=1ejA.15 If VPRIPI lr&O ADDRESS: 265'Z 1 HWY 6 Ifit c o7r co. PHO;:E: 626 - 36 76 NAME OF APPLICANT (if different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM (if applicable): ADDRESS: PLLCJVIV " "-: NJlULL -"- IIISlALLATION OF SYSTEM: PHONE: PHOVE: Licensed Installer (see attached list): YES- NO ADDRESS: PHO;:E PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration (�,l Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Street/Rural Address: Lot Size: Legal Description: BUILDING OR SERVICE TYPE (check applicable cate;orv_): (x) Residential - Single Family ( ) Residential - Duplex ( ) Residential - Tr_plex NUMBER OF PERSONS: WASTE TYPES (check apolicable cate;ories): ( ) Commercial or Institutional ( ) Non -Domestic Wastes ( ) Garbage Disposal ( ) Automatic Washer ( ) Other TYPE OF INDIVIDUAL SE?.AGE DISPOSAL SYSTEM PROPOSED: (�) Septic Tank ( ) Composting Toilet ( ) Vault Privy ( ) Greywater ( ) Pit Privy ( ) Aeration Plant ( ) Other ( ) Residential Quadplex ( ) Con nercial (state usage) NUMBER OF BEDROOMS: .3 (X) Dwelling ( ) Transient Use ( ) Dish.,asher ( ) Spa Tub ( ) Incineration Toilet ( ) Chemical Toilet ( ) Recycling, Potable Use ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO (x) IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( ) NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO ( ) (I6 Yes, see attached ices-t etcate,. Stctu .'teduction, me thods ) NOTE: The EnvZtotunentat'_ Heaf—ft 0' '.i CCA may ,teduce the-tequi,,ed abso,•tpti.on cutea upon app,-.oval oS an adequate teas teicate, S.zoto reduction p'ta2. SOURCE AND TYPE OF LdATER SUPPLY: (X) k'ell ( ) Spring ( ) Give depth of all wells within 200 feet of system: Creek/Stream If supplied by community water, give.,name of supplier: A SIGNATURE---'--------- -- - - -- - DATE- INFORMATION BELOW TO BE PILLED OUT By ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent Ground Slope r Depth to Bed%o eh (peg k' PAo 6Zee Hot e ) Depth to Gnowic cate,'t Tabte SOIL PERCOLATION TEST RESULTS: Minute's pelt .'neh in Hoi-e R l Af i.nu tea pest inch to Hot e # 2 i'L_i.➢'tute.S pe%,. inch tv Hoze # 3 FINAL DISPOSAL By: - (-�) Abs o•7pti otl Trench, Bed o.,. Pit ( ) Evapot,=ts pi tatc:on /`( ) Above Gncttnd DZSpe,'tsa,� ( ) sand F.itte•'t ( ) Undv-,g•'cottnd DispensaE ( ) Wastcwc tc•t Pond ( ) O.d L&t Amount Paid: ZW_100 Receipt Ntu;ibe.`c . 57 Date: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTE: Site Plan must be attached to -application. (Env. Health Department -.Rev. 4-07-83) o QN EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 May 12, 1986 Katherine Koprinikar 28521 Hwy 6 Wolcott, CO 81655 RE: ISDS Permit #738 Dear Ms. Korpinikar: Enclosed is your ISDS Permit #738 for property located at 28521 Hwy 6 in Wolcott, Colorado. The information on the permit application indicates that the new septic tank will be owner installed. Therefore, you will be responsible for the installation of the new tank. The enclosed yellow copy of the. ISDS Permit must be posted on the installation site. You must call our office for a final inspection before covering any -portion of the installed system. We can be reached at 328-7311, Ext. 328. If you have any questions regarding this permit, please contact our office. Respectfully, Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gp Enc. 2 Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 May 22, 1986 Katherine Koprinikar 28521 Hwy 6 Wolcott, CO 81655 RE: ISDS Permit #738 Dear Ms. Koprinikar: This is to inform you that your ISDS "REPAIR" Permit #738 for property located at 28521 Hwy 6, Wolcott, CO has been inspected and finalized by Erik Edeen on May 19, 1986. I am enclosing a copy of this permit for your records. Sincerely, Gail Parker, Secretary Environmental Health Office EAGLE COUNTY /gp Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 1: Inspect tank for damage. 2. Site requirements: Position where it will not be driven over. Locate as close to the building as possible according to local code. - Should be accessible for maintenance and pumping. Soil conditions should be stable - not subject to flooding or sliding. 3. Dig hole 13 feet long and 7 feet wide; this will allow more than one foot of clearance around entire tank. The depth should be a least 45" below the bottom of the pipe leading into the tank. Level bottom of hole with canri nr non gravel so that bottom grac pipe invert. Foundation s and free of sharp rocks. INLE1 6. Place rubber seal (A) in inlet hole. Apply lubri- cant (liquid soap) to inside of seal and outside of pipe. Push your sewer pipe (B) (SDR 35 is recommended or other to suit local code) through the rubber seal and solvent weld a san- itary tee (C) (furnished with tank) onto pipe. (See Figure 1.) If using schedule 40 pipe on either end of tank, do not use rubber seal. Place pipe 4. Inlet and outlet holes are sealed at the factory with a thin film of plastic. Knock these pieces of plastic into the tank by hitting them firmly with a hammer handle, shovel handle or similar tool. 5. Slide tank into hole or a strap may be attached to top of tank and lower tank into hole with a backhoe. Make sure end of tank marked as "inlet" is towards the source of the inflow. for sanitary tee. Seal pipe in hole by tampinn plumber's oakum between pipe and out .Y diameter of hole. Pipe and tee should proje _ . into tank far enough so that the opening o, thr> tee is under the 20" lid, between edge of host and center clean out. This will leave enough room for a pumper's hose to be inserted with- out disturbing the Ranitary tPP ISPG Fimirc i 1 7. Solvent weld extensions of pipe (D) & (E the top and bottom of tee so that they wil local regulations. 8. Follow same instructions on outlet, but ac baffle (1) as shown. (See Figure 2.) If there are no local regulations, use the following UPC regulations: The inlet and outlet pipe shall extend 4" above water level. The inlet pipe shall extend at least 12" into the liquid. 9. Make sure partition is in place with elbow point- ing down. 10. Place lid(s) in place and give a 1/8 clockwise turn to secure. Make sure gasket (F) is in place. 11. If an inspection pipe(s) is to be brought to the surface, cut top off the raised portion (H) of lid with a saw. (See Figure 3.) Attach enough pipe (K) (6") to raise inspection/clean out port to the requirements of local code. If there isn't a local code, we recommend raising to within 8" of top of ground or ground level. Be sure to put a cap (L) on top of pipe and identify location of ports. Figure 2 L__Z4 Figure 3 OUTLET 12. If full manway extension is to be used, first determine size and cut riser to proper length. (See Figures 4 & 5.) Make first cut (M) just below edge. Make second cut (N) just above N proper recess. Slip top portion onto bottom por- tion as shown in Figure 5. Put riser in lid cut- out, make sure gasket (F) is in place and give a Ya clockwise turn to secure. Place lid on top of riser and securely tighten. (See Figures 4 & 5.) M 13. The ICU tank may be back -filled with fine soil, sand or pea gravel. Remove all sharp rocks from fill material before filling. Back -fill in layers 6"-9" at a time, compacting each layer well. Keep lids on during,back filling operations. Fill tank with water and back -fill at the same time. Maintain the water level and back -fill at approx- imately the same level. Back -fill both sides of tank up to the top of tank, then back -fill ends of tank up to top of tank. Because of the "anti - float" flats built into the tank, "floating" should not be a problem under normal conditions. Tamp well over the anti -float flats located near bottom of tank. 14. Fill to ground level. Tamp earth well. Do not drive heavy machinery over tank. 15. Mark tank location. Figure 4 Figure 5 Ice Creations Unlimited, Inc. • P.O. Box 5753 • Denver, CO 80217 . (303) 373-5001 0738 Koprinkar 28521 Hwy 6 ,JOB NAME wolcott IAC' 1 A!`AT1AA1 BILL TO DATE STARTED DATE COMPLETED DATE BILLED L11 o� v ` 000/ lL 0. r — JOB COST SUMMARY TOTAL SELLING PRICE _ - -- TOTAL MATERIAL LABOR �S/ LOOATION: race Beck - - 28521 H INSTA"WY6 SI LZZ.R Wolcott ZE OFT U"er DWELLIAN— pERCNG; Res 100p gallo - TE: n Slagle ABSO J. Inch F azn. ION AREA' bil k. es 200 sq Etna FINALI ZED: /13/87 By; Erlk Eileen r JOB FOLDER Product.278 6jW(p NEW ENGLAND BUSINESS SERVICE, INC„ GROTON, MA 01471 JVo . Printed in U.S.A. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. OWNER: W01Cott Partners Eagle Springs Golf Course MAILING ADDRESS: P.O. BOX D PERMIT NO. 1308 926-4100 scale: CO ZIP: 81632 APPLICANT: Glen Palmer/Alpine Engineering PHONE: 926-3373 SYSTEMLOCATION: 28521 U.S. Hwy. 6 TAX PARCEL NUMBER: 1941-234-00-016 LICENSED INSTALLER: Davis Excavation/Scott Davis 27-94 LICENSE NO: DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: city: Edwards 1500 GALLON SEPTIC TANK **This permit is for the maintenance bldg. restrooms only ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 840 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's REVISED DRAWINGS OF 4/1/94 I ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 900 SQUARE FEET. INSTALLED SEPTIC TANK: 1500 GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY —YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: _ YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APP ENVIRONMENTAL HEALTH APP 'PLICANT / AGENT: :RMIT FEE PERCOLATION TEST FEE (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS OWNER: RECEIPT # CHECK# DATE: ISDS Permit # .Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 ��f�/'`� 328-8755/927-3823(Basalt) t-' / PERMIT AP��CATION FEE $150.00 PERCOLATION TEST FEE $200.G PROPERTY OWNER • Wolcott Partners MAILING ADDRESS:P.O. Box D, Edwards, CO 81632 PHONE. (303) 926-4100 APPLICANT/ CONTACT PERSON: Glenn Palmer r PITON£ • (303) 926-3373U n; Q, pine ngeering, Inc.. in�--�- U LI CENSED SYSTEMS CONTRACTOR: C " '� fi�� ey�,_,m �°�t ��(q ADDRESS: PRONE: PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: See attached land description Parcel Number• jq� I -c93q CD Lot size: 207 acres Physical Address 2 miles east of Wolcott BUILDING TYPE: (Checkgappl�icable categorl ( ) Residential / Single Family ( ),Residential / Multi -Family* (x) Commercial / Industrial* . 0 Number of Bedrooms Number of Bedrooms Type golf course maintenance bldg TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface (xx) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: AMOUNT PAID: 160 lot) RECEIPT# DATE: O9 I3Aa IG CHECK # CASHIER: `7i ,10MMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY; COLORADO August 8, 1994 Wolcott Partners P.O. Box D Edwards, 81632 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 RE: Final of ISDS Permit No. 1326, 1308, 1309-94 Parcel #1941- 234-00-016 Property located at: Wolcott Springs Golf Course South Restrooms, Maintnence Building: Restrooms & Storm Water System Dear Sirs, This letter.is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your buildings may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincere y, Jeff Fedriz Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO April 1, 1994 Davis Excavation Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No.1308 Tax Parcel # 1941-234-00-016 Property Located at: 28521 US Hwy 6, Wolcott Enclosed is your ISDS Permit No. 1308 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Tania M. Busch -Weak at 328-8755. cc: files INTRODUCTION The maintenance facility is to consist of an office area and a work bay area, and vehicle storage area. Approximately two thirds of the building will be used to store golf course maintenance equipment. A work bay area next to the offices will be used to repair and maintain golf course equipment. During the summer months, 18-20 employees will arrive at the offices where they will receive the work schedule for the day, and then leave the building. Two or three workers will remain to work in the shop. During winter months, 2 to 4 employees will work in the shop. An outdoor wash rack, (or concrete pad), is proposed to be used to spray off the mowing machines at the end of the day. As discussed with the Golf Course Superintendent, a high pressure pump is to be attached to a water service to spray off the mowers. The sprayer uses 2.2 gpm and is used for a total of 1 hour per day, (for a total of 2.2 gpm (60) = 132 gallons. Soap is not to be used at the wash rack. The wash rack is proposed to drain to a sediment basin to allow for removal of grass, and then to a grease trap/sand/oil trap, and then be disposed of in a subsurface disposal area. Fuel tanks are proposed to be located so that if a spill occurs, spillage will be directed to a sump area (or concrete pit) where the spillage can be cleaned up. A drain with a valve will allow for drianage of water that collects in the pipe. Building (interior) floor drains are to be directed to the sand/oil/grease trap, prior to being discharged to subsurface discharge. Surface grading is proposed to keep as much rainfall, snowmelt, etc. from draining to the grease trap as possible. 500 gallon grease trap grease/oil storage capacity = (3-1)4(6)7.48 = 538 gallons Detention = (538 gallons/132 gallons/day) = 4 days FLOW QUANTITY The septic system is to provide service to the maintenance building. The maintenance building will require water service for a restroom which will be used by approximately 18-20 employees. The employees will arrive at work in the morning, obtain their work schedule, and leave the maintenance building to work on the golf course, and return for lunch, and/or prior to leaving in the early afternoon. From the Eagle County Rules and Regulation manual, it is estimated that 35 gallons of water will be used per employee per day in a factory type work environment. Flow Ouantity for Maintenance Building Restrooms r- Daily Usage = (20 emp.)(35 gal/pers/day) = 700 gpd The design (peak) flow is considered to be 150% of the average flow: 700 gpd(1.5) = 1050 gpd PEAK FLOW (DESIGN FLOW = i gpd SEPTIC TANK Provide detention for 30 hours. Volume =(30 hrs)(1 day/24 hrs)(1050 gal/day) = 1312 gal USE 1500 GALLON TANK ABSORPTION AREA The percolation rate was found to be 16 min/in in a silty, sandy, gravel type soil. Absorption Area = (Q/5 V%T) _ (1050/5)V-16 = 840 sf 50% reduction to use infiltrator units = (.50)(840) = 420 sf Use 3' wide equivalent trench area. 420 SF/3' trench width = 1401f required * * Need 2 trenches, 70' long, 3' wide (12 infiltrator units at 75' long per trench Check with application rate A = 1050 gpd = 875 sf @ 50% reduction = 437.5 sf 1.2 gpd/sf at 3' wide = 145 if of trench, or two trenches 73' long MINIMUM HORIZONTAL DISTANCES, FROM ABSORPTION TRENCH Added length = (1050-1000)/100(8') = 4', add 4' Spring, wells D = 100 + 4 = 104' Lake, water course, or stream D = 50 + 4 = 54' Dry gulch D = 25 + 4 = 29' #1308-94 Parcel #1941-234-00--016 JOB NAME _ Hwy 6-Wolcott EAGLE SPRINGS ,GOLF C.- Maintenance bldg. ES JOB NO. J. 6 JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 4q1 i Lit C( JOB COST SUMMARY TOTAL SELLING PRICE tic kAZZI- TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS /a OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 �p NEW ENGLAND BUSINESS SERVICE,'INC., GROWN, MA 01471 JOB FOLDER Printed in U-SA. a i 1 - 1 i I k i I i -- i i 1 I T rU"VER I - VERIFY BUILEt4G LOCATION w/ ARCH. do OWNER PROR TO CONSTRUCTION z-22- i ,Jfi1.;:♦ ROW k t, - - - - - - - - - -cS". TRA L i FLOOR CEDAR FENCE DRAINS i TYP t 6 r ST ROOMS 1 PROVIDE 4'x8'x3/4' PLYWOOD I PHONE PANEL INSIDE BLDG- L J DELETE PHONE PED. 3-1-94 Tt STORM i SEWER CON TE PAN I MECH. ELEC. METER -SEE MECH. DRAWINGS ROOM C.O. PH PH 4 CLASS 150 INV-17.5 E H E AyC900 PVC 57L 45' w�v W w W O.INV./7'S ELEC. SERVICE cA E FOR PRESSURE PH PH 4' SCH 40 PVC SPRAYER AND O 2X MIN. 4 P�1 C f� 1.Z51OZONE PUMP f 3.5' MIN. COVER Sr E r'— 30. ' • S WASH R �+ ACK - 1 TYP _ fI 4■ �{. PVC T�'ENGH C.O. r6.2 V= E E F� Zara INSPECTION PORTAL E HOS 6' CEDAR FENCE C.O. p p /N✓=/6.5 O C �� (SEE 6' VERTICAL ��.r - �" TRANS. YARD CURB do GUTTER 0 4' GA �� _ VALVE E` ' F l 500 GAL CONCRETE IHV=15•Z 1500 GAL SEPTIC TANK GREASE/SAND/OIL TRAP C►�o°T HOSE BIBBS OZONE O W/ AIR TIGHT UDS. W/ AIR TIGHT LIDS. (SEE NOTES) INJECTION - X _ EXTEND PORTS TO GRADE EXTEND PORTS TO GRADE YARD HYDRANT SYSTEM F F\ C.O. ABOVE GROUND FROST FREE - _ SPUTTER TEE FUEL TANKS PRESSURE r ' (LEA) PROVIDE POWER SPRAYER ATERTO �2 SAVE TREE - C.O. 12' SO. TRAFFIC THIS LOCATION RATED NYLOPLAST 0� ' aauvc . wu.rvr�—Mvvcv W evJ). _ 2" cop Y M1N- c I►JVpi T = / CATCH BASIN A ct 1` 2. Maintain 10` separation between water, and sewer pipes. PH PH lti/V =(5.¢ ��• tCi�L Q p 3.- Water and sewer services are shown- to within 5' of the building" The = PH f / 'Ft-GU1 MwA�R/ QN a contractor may wish to stub these services further from the -bidding, z CART PH PH PH PH �` �NV_�5•B slt� i : /g,3 temporarily, until plumbing inside the building is complete. The _ _ ; p/p� f (NV-18.0 contractor should coordinate the location of services- inside the __ building prior to any construction• outside the building. F f P f QN PATH HIGH, 2' WIDECONCRETE N Pk = PH 4. Sewer line encasements have not been shown on this (ark_ If sewer QN >DCRURB sewer main or sewer services ore located above the water line, or PH 2' WIDE CONCRETE oc� GUTTE within IS' below the water line, encase the sewer fine, or center - L PH PN ' CURB do GUTTER a 20` sewer pipe on the water line so that sewer joints are 10` �( PH minimum from the water line, per UEVSD-requirements. 5. Verify locations - of all utilities serving the buildings with mechanical i engineering plans. Coordination with, the mechanical engineer must I / ,y t f - (2)75' LONG ABSORPTION TRENCHES 12UNITS O 6.25 LONG PER TRENCH 51 PHONE - CONNECT TO PHONE PED. NEXT TO CHEM. BLDG.) r 1 '� T ' rX1sC 6aD 1 CorE14 JAW 15.0 • . tulr =13 - f SEE SEPTIC SYSTEM APPLICATION FOR SECTIONS X-X, Y-Y, AND ADDITIONAL DETAILS i IL PROPOSED UNED,,--- WATER FEATURE (PVC LINED) CONTRACTOR TO KOVIDE M DIMENSIONAL TIES TO THE SEPTIC TANK. CLEANOUT�; AND ABSORPTION TRENCHES FROM: JLDG. CORNERS, F.H.-S. ETC. THE 19PTIC SYSTEM WILL NOT BE ACCEPTt3 UNTIL THESE ARE SUBMITTED BY EAQ.E CO. NOTE, TO TRANSFORMER BY OTHERS PHONE TO PEDESTAL BY OTHERS WATER TO CHEMICAL BLDG. BY OTHERS occur prior to any construction l 0 6. Mark all stub -outs with 4' x4' wood posts. 7. Topographic information is based upon a centerline road survey (prior _ r to final grading), spot elevations taken along railroad right -of: -way fence. and an aerial topo map. Variations to actual _topography may result due to grading completed in, this area. Woshrack and so17 bin _ to pad area to be 20' x30' , y thick 4000 psi concrete, joints - O _10` o c. ' 1 8. Inverts of storm sewer - and sanitary sewer lines will be provided upon- . CONSTRUCT PER KEETON o . coordination and approval of ISDS septic permits with Eagle County. FISHERIES SPEC'S 9. Do not purchase tank, infiltrator units, septic piping, -grease trap, etc until a septic system permit from Eagle County has been: obtained. 10_ Coordinate ozone injection piping with Bill Hastins of .Keeton Fisheries i prior_ to construction. Ozone pipes may be required from the meth- t A _ conical room to the lakes. _ 11. Water service to hose bibbs provided by irrigation system.'Verify hose I Seedinci sizes with Brion Morrison: f We recommend that the disposal field be seeded after installation of the N _ subsurface disposal system. A good native grass cover will promote evapo- transpiration from the field. We recommend using a seed mix such as 'Foothills, - _a = r Posture, or Prairie' mixes available at local feed and seed stores_ These mixes do not require irrigation and develop a growth 10 to 15 inches high. No, ��ff /-� J REVISED -,22-94 k ` automatic sprinkler system should be installed above the disposal field. f HOSE BIBB/YARD HYDRANT/WATER FROM _ I IRRIG- : PIPI G Operatien and Maintenance Plan The owner must realize an onsite sewage disposal system is considerably different APR/L ' 1 l 9�L� - from public sewer services. The owner must be aware of and assume the responsibility - for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and of a minimum of every 2 years afterward. There are also daily considerations, such as not putting plastic or other nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when - I seals malfunction. To illustrate the point, it should be noted a running toilet wilt con- sume in excess of 1000 gallons per day if allowed to run. As the system is designed _ SHEET for only 900 GPD. excessive loading (such as from running toilets) will flood and — {% irrevocably harm the system and stress the onsite well. — We also caution you against installation of a water softner. The tigh levels of salt from the backwash of a water softener is detrimental to oil onsite sewage disposal ENGINEERING INC. N C C2 f, systems and a separate drywell should be constructed for the backwash waste if a _ 1 . _ y water softener is installed. No landscaping or plastic can be instc+led over the disposal SCALE ? I �� = ZO EDWARDS BUSINESS CENTER • P.O. BOX 97 field which will reduce evapotanspiration from the field. . EDWARDS, COLORADO' 81632 = i 0 303 926-3373 • :. FAX 926-3390 e; JOBJ 26656 r C:\DWG\GOLr\M1 _DWG WdO.O-f 04/06/" 07.53 f -- - - _ _21P- _ INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1309 Please call for final inspection before covering any portion of installed system. OWNER: Wolcott Partners/Eagle Springs Golf Course PHONE: 926-4100 MAILING ADDRESS: P.O. Box D Ciry: Edwards state: CO zIP: 81632 APPLICANT: Glen Palmer/Alpine Engineering PHONE: 926-3373 SYSTEMLOCATION: 28521 U.S. Hwy 6 TAX PARCEL NUMBER: 1941-234-00-016 LICENSED INSTALLER: Davis Excavation/Scott Davis LICENSENO: 27-94 DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: **This System is designed for storm water/rinse water ONLY 500 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 600 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's REVISED DRAWINGS OF 4/1/94 ENVIRONMENTAL HEALTH APPROVAL: 0_f DATE: / LN CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 731 SQUARE FEET. INSTALLED SEPTIC TANK: 2@ 1000 GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN S" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES -NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES -NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Installed per engineer's design. Specifications on site plan. See. J-L k lefte ENVIRONMENTAL HEALTH APPROVAL: DATE: Lql ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # MAINTENANCE BUILDING BUILDING FLOOR DRAIN/WASHRACK, SUBSURFACE STORMWATER DISCHARGEISDS Permit # J Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.Cc PROPERTY OWNER • Wolcott Partners MAILING ADDRESS•P•O. Box D, Edwards, CO 81632 PHONE: (303) 926-4100 APPLICANT/CONTACT PERSON: Glenn Palmer PHONE: (303) 926-3373 Alpine Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: - ADDRESS: PHONE: PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAr LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: See attached land description Parcel Number: 19L r- 33q 00-Cl 0 Lot size: 207 acres Physical Address • 2 miles east of Wolcott on Highway 6 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X4 Commercial/ Industrial* Type TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface (xx) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: b �G %E DATE: ************************************************************************** AMOUNT PAID: M .C70 RECEIPT# � � 6_10 DATE: a laahy CHECK #_`11 6 CASHIER: r%��1 COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO July 13, 1994 Wolcott Partners/Eagle Springs Golf Course P.O. Box D Edwards, CO 81632 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Final of ISDS Permit No. 1309-94 Parcel #1941-234-00-016 Property located.at: 881 Sunset Lane, Gypsum Dear Wolcott Partners/Eagle Springs Golf Course This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Laura Fawcett Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit cc: files COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO April 1, 1994 Davis Excavation Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No.1309 Tax Parcel # 1941-234-00-016 Property Located at: 28521 US Hwy 6, Wolcott Enclosed is your ISDS Permit No. 1309 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention.. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Tania M. Busch -Weak at 328-8755. cc: files tArM►A EAGLE SPRINGS GOLF CLUB near WOLCOTT, EAGLE COUNTY, COLORADO SEPTIC SYSTEM DESIGN MAINTENANCE BUILDING Prepared for: Wolcott Partners P.O. Box D Edwards, CO 81632 Prepared for: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 :ice 'u� �! ��")1 i• ,! / i , ��/ r It r /i � , -00 0. 2011_� 31 a am 70 row 99 ,� f .-r- �aa `, �-`��-a�J',1- =l�J 9 as__ ! LY \. / i 1. s /•- � `- __ el MUL bsla 'OIL i 7538�• ``� :\ b r j(. i i \' - BKf ec 01 j \ _ ` \ _ .. _- ._-. -_mot. � __ - _.____�-� -- H49 •_ � I � ` EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS. COLORADO 81632 9 303 926-3373 • FAX 926-3390 0 ENGINEERING INC LiTT[R OF TRANSMITTAL TO Date 1 R Q 1 l `f Job No. Job Title(f0j% �(1 C� Attention a3,cr � 7 �J`� c?t' Weare sending you the following Items: (L} attached ❑under separate cover vi C ❑ shop drawings ❑ reproductions ❑ originals ❑ specifications ❑ copy of letter ❑ change order ❑ samples ❑ Aat& n6. These an transmitted ❑ for approval ❑ as requested ❑ reviewed ❑ for your use ❑ for review and comment ❑ for your record ❑ after ban to us Remarks 9 w 3 E CURB AND GUTTER Type 2 (6Barrier— 2' Gutter) (Section T A,` sn�r. I 12" 1 2 - DM s�-no>J TNgU Vim' 6ureg a zs� z 0 z 0 N w 1 u rd u O %n r �1 I 4 a ai q, I mt, s J N_ ChenONorthern, Inc. Consulting Frtginccrs and Scientists August 3, 1993 Mr. Fred Green c/o R.J.M. P.O. Box 1640 'Wail, CO 81658-1640 Post4t' brand fax transmittal memo 7FM g of pag" ► ..� en R1 %t 8+r From 61 b %' Dept. Phase S ftx # 5 o Fax # 1 154 Springs, Colordda 81601 osa 3e3 Fad mire Subject: Subsoil Study for Three Proposed Tunnels and Proposed Pond, Eagle Springs Golf Club, Near Wolcott, Colorado job No. 4 495 93 Gentlemen: As requested, Chen -Northern, Inc. performed a subsoil study for three tunnels and a pond to be constructed at the subject site. The study was conducted in accordance with our Agreement for Geote:hrical Pngineering Services to you, dated July 17, 1992, The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Chen -Northern, Inc. previously performed subsurface exploration for development of a gravel pit at the site and presented our findings in a report dated December 22, 1992, Job No. 4 205 93. j'rMsed Cons coon: Three tunnels are proposed as underpasses beneath the Denver and Rio Grande WesternRailroad which crosses the site. Two of the proposed tunnels will be 13 feet in diameter and the third will be 9 feet in diameter and they will be bored beneath the tracks without disrupting rail traffic. The tunnels will be constructed to allow golf carts and construction equipment to pass beneath the railroad and access the eastern portion of the proposed golf course. The tunnels will be metal arch construction designed with at least 5 feet of cover er between the top of the tunnels and the railroad track and will need to support live loads from the grail traffic designated as Cooper MO. A pond is proposed near the middle of the property+ about 275 feet east of the railroad track. The maximum depth of the pond is expected to be about 8 felt. Site Qgnditions: The site of the proposed golf course is currently vacant pastime and hair field located on the east side of the Eagle River about 11/2 miles southeast of Wolcott, Colorado. Most of the site is 10 to 20 feet higher in elevation than the river. The terrain in the western portion of the site, adjacent the Eagle River, is relatively flat with a slight slope down toward the southwest. The ground surface becomes moderately steep to steep and hilly in the northern and eastern portions of the property. Vegetation consists of predominately cottonwood trees and willow brush along the river banks, grass and weeds in the ventral portion of the site and scattered juniper and oak trees in the steeper terrain along the north and east property boundaries. Two steep sided ephemeral drainages are located near the northeast property corner. Several shallow irrigation ditches cross the hay field and pasture areas. The drainages and ditches were dry at the time of our field work. A rremNw pl Nw HIH group nt fcxtrpprttc; RUG-06-1993 16:42 303 945 2363 P.01 RUG-Wb-ly"J 1'(: 1Y F-NUM M N I ! NUDUN 4.rlC^1-r4UM 1 rICIKIV 1 U I. Uc Mr. Fred Green August 3, 1993 Page 2 Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating four exploratory pits at the three tunnel locations and one pit at the proposed pond location. The pit locations are shown on Fig. 1. The logs of the pits are presented on Fig. 2, The subsoils encountered, below about 1 foot of topsoil, generally consist of a variable depth of silty, sandy clay overlying dense silty to slightly silty, sandy gravel with cobbles and boulders. The depth of clay soil encountered in the pits ranges from about 1 to about 101/2 feet. The dense gravels were encountered to the full depths of exploration, 14 to 171A feet. Results of a gradation analysis performed on a sample of sandy gravel and cobbles (minus 8-inch fraction) obtained , from the pits are presented on Fig. 3. The Laboratory testing is summarized on Table I. No free water was observed in the pits at the time of excavation. Designecorn attons: Di It excavation conditions will likely be encountered at the locations of the proposed tunnel bores, especially the middle bore. We anticipate the dense gravels will be encountered at the tunnel bore. The gravel subsoils are dense, cohesionless and may contain boulders to several feet in diameter. Caving at the face of the boring machine is likely. Chemical grouting can be employed in advance of the tunnel borer to provide short term stability of the gravel soils and reduce the risk of caving. The grouting should be performed by contractors experienced in tunnel bore grouting procedures. The upper clay soils are generally stiff and cohesive and will probably be less prone to caving than the underlying gravel soils. The sandy clay sails encountered to depths of 8 feet in Pit 3 and 101A feet in Pit. 5 have an estimated total unit weight of about 115 pef. We expect the gravel soils will have a total unit weight of about 140 pcf, The gravel soils are relatively incompressible and will have an allowable bearing capacity of 5000 psf. We recommend the base of all tunnels be founded in the gravel. Lateral earth pressures can be computed on the basis of an equivalent fluid unit weight of 50 pef for the clay soils and 40 pcf for the gravel sails. The excavation for the proposed pond is assumed to have a maximum depth of 8 feet. At this depth we expect the bottom of the pond will be in the silty, sandy clay soils. Eased on the laboratory test results and our experience with similar soils, we feel that construction of the pond is feasible provided the pond bottom remains in the upper clay soils. To reduce seepage losses through the on -site clay soil, we recommend the pond bottom and sides be scarified to a depth of 8 inches, the soil moisture adjusted to near optimum compacted to 95% of standard Proctor density. Limitations: This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes_ The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Pig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until further excavation is performed. If during construction, fill, soil, rock or water Ce # 6 1l lem,1J c coisuititu Frvmsersaro Saenlas RUG-06-1993 16:43 303 945 2363 P.02 HUU-Ub-177.5 I (- ICI rKUI'I MUN I L NUUUVI --rlC1 Y-INUM 1 ncr<l-1 1 Lj i �JJJJi JGVJJJC! I .•JJ Mr. Fred Green August 3, 1993 Page 3 C. conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and testing of the compacted pond subgrade by a representative of the soil engineer. Sincerely, CHEN-NORTHERN, IN 11ornas L. Allen, P.E. Reviewed By: 17HA TLA/rh Attachments Cen@NoMeIi1jm Qrs:u" Engineers aw Scwvaues AUG-06-1993 16:43 303 945 2363 P.03 (al_JG-06-1yy. r • Id t' KU'I I-PJN I 1 NUL UN 1..1lM'4—NUm I nr-ml`I I U L UJJJ 17G4JJ 7CJ f . U" i AUG-06-1993 16:44 303 945 2363 1"1{Y-T (b-1tVJJ I'(" -Id rKLIi'I. MUNI LPUUUN 1-r-W-11-Ilum i f7CIGY 1V i - DEPTH - FEET o LIY o Ln o OD sn II d I[ G? f I 1 L � 3 O LO m s.� � Q 1� WI � 1 d' u.4 Fr Q •� d II co Cn �- u o Al It L> N _j M-I fn m l-1 }: O w try 4-1 !y ff) M It ch M1 4 S3 11 C7 U Ct iV N . / q] -0 t-- a a LU o In fl C? ►� �— co DEPTH - BEET 4 495 93 1 Chen ONorffiern, Inc.] Logs of Exploratory Pits � Fig. 2 AUG-06-1993 16:44 303 945 2363 P.05 LEGEND: PTopsoil; sandy clay, stiff, slightly moist, dark brown, organic. 0 Clay (CL); sandy, silty, stiff; slightly moist, browns medium plasticity. E Gravel (GC); sandy, clayey, with cobbles, dense, slightly moist, brown. Gravel (GP); sandy, slightly silty, cobbles and boulders, dense to very dense, moist, mixed browns. rl Disturbed bulk sample. NOTES: 1. Exploration pits were excavated on July 17 and July 19, 1993. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided_ 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations and elevations should.be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavation. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) +4 = Percent retained on No. 4 sieve -200 = percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (9�} 4 495 93 1 Chen*Northern, Inc Legend and Notes Fig. 3 AUG-06-1993 16:44 303 945 2363 P.06 �"iV�7—CJQ-- 1 J J�.J 1 1 � GCJ � � .fin � � � �� ♦ � iaaar�� v. .�� . .�... . .—... ', IIIIRI =1111��11111 AUG-06-1993 16:45 303 945 2363 R•08 AUG-06-1993 17:20 FROM HUNTINGDON CHEN-NORTHERN TO 1033319263390 P.09 CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES Fch en-Northerrnr Inc" ASTM Designation: D 2497 - 83 — - l "r t,-01 � (13ased on U(ltfied $oil C415sification System) Soil Classification Criteria for Assigning Group Symbols and Group Names Llslrnq Laboratory Tests' Group Na ne Symbol Cn me -Grained Soils Gravels Clean Gravels M.+ Cu?4 and GW Well graded grtivel' More than 5o% retained on More than Sole coarse Less than 5%tines` No. 200 sieve fraction retained on Cu44 and/or t>Cc>3" GP Poorly graded gravel' No. 4 sieve Fine.Grained Soils 50%or more passes the No- 200 sieve Gravels with Fines Fines Classify as ML or NtH GM silty gravel`''" More than 1246 fines` ' Fines classify as CL or CH GC Clayey gravel' ` " Sands Clean Sands Cuts and 1:50c-53" SW Well-gra"d sand' Less than S°fafires" Less Sole or more of coarse and/or 1>CC>3' SP Poorly graded sand' fraction passes No. 4 sieve Sands With Fides Fines classify as Mt_ Dr Mf? SA4 Silty sand` Mote than 12% fines' Fines ciassity as CL or CH SC Clayey sand°-' Silts and Clays inorganic pl>7 and plots on or above twit Lean clay" t" Liquid Iimit less than 50 "A" line' Sitts and Clays Pi<4 or plots belraw "A" MIL silt` • " line' organic L'1 uid limit - nven drif tf OL Organic OW Liquid limit - not dried C0.75 Organic siw inorganic pt plots or. or above "A" line CH Fat clay, I" Liquid limit 50 or more PI plots below "A"line MH Plastic at organic Li uid tintit - Oven dried C4.7S OH Organic clay` Liquid limit - not dried Organic silt" `" v t-ligmy organic soils Frirnarily organic matter. dark in collar. and organic odor PT peat •Based an the material passing the San. (75-inn+) 4*.*. •if Sold wi npla eontiu+ed cobbles or boulders, o* both, add'with Debates or boulders. Or bW to group n0mc- xGravdl8wtM 5to 12%fine-, reauire+duatsyfnto$7 6W- Mwel6gradedgravelwithsift GW_00w¢fl-graded gravel with clay 6P-OM peaty graded gravel with silt ap-00 Poafygraded 0-M with day "Sands with S to 72% finds reduire Dual SYrsDCLL- SW4M wall-geaded egad with Alit VW -fit weayreded sand with slay SPASM owrty gra4go liana wim sib sp-W spotty graded Saw wgth day *Cu = DM A3,0 cc x o n�, 'if sal contains }15%sand. add "vrith santf" to group elf rirkes osawify as CL-Mt, use d.sal Symbol GC —GM —Of SO-SM. `tf tines are orgork. 4ww • with Organic rrw$s to group name. It s0 l p0ntairG I515 gr8ett, add 'With graver' tD grouP neru4 li�■��t�i��l /1IIl�itf��1 ' too so to s 1.0 04 0.10 PARTICLE SIZE IN IMILLIMETER3 Mtn ..�-is - 4W itx (Or} i='5�5.6 D675 D•,"lam O.D75x t5 -if Auefeerg limits plot in hatched area, soil is s CL-ML x'hy clay. -if sail oaotairt3 t5 to 2M plus Mo. 200. add "with sand" or "with gravel", whichever is preefonrnant. -it soncontains3w%plus No.2M.pmdv kmndysand. add "sandy" to group nay "ff SOit a af%W l4 ?' o ON NO. M, pre&WIlinaAlly 5lrsvet. &W'gmvett7"wgroup neme, -Psi t and ptots on w above "A-une. •PIc4 or plots Wow 'A" tine. 'pi plots on & above Fine. "PI obit below "A" line. per.WusrAJlCdgDrtoil ik+e-ggtnedzoosand fine-ffruat80 iradlon of saarar•DraMld f l asW � '( Equation of W-00 e troritantel et Pt - • to LL fryer Pf = 0.78 (LL-4A "uesm of'U"aine v COM lit LL=16 tD P1V- .w a as (lL-f0 V r r MLt OL t 10 7 4 0 0 10 76 20 30 40 59 w IV Dv-- LIOVID LIMIT (l.L) to TOTAL P.09 AUG-06-1993 16:46 303 945 2363 P.09 FLO-THRU ZURN MMMMMMWWM- FEATURES AND BENEFITS VERSATILITY OF OUTLET LOCATIONS Because of the ability to easily fabricate and work with the polyester fiberglass 3", 4", 6", 8" outlets can be located practically anywhere desired on the bottom or end of our Z-806 and Z-812 channel. This feature allows Flo-Thru to comply with virtually any job requirements. End Cap Cover CATCH BASIN VERSATILITY On a Zum Fiberglass Catch Basin outlets as well as incoming trench sections can be located on any side. The system is designed to reduce the labor associated with most catch basin installations. 24" x 24" (610 x 610 mm) Catch Basin witf Cast Iron Grate 5'MIM-eti4 �V('� M i I t Seoar; /— End Cap with Outlet i i� Bottom Outlet 6" x 20" (152 x 508 mm) Catch Basin with Cast Iron Grate 12"x24" (305 x 610 mm) Catch Basin with Cast Iron Grate Page 4 FLO-TH RU ZURN OPTIONS AND VARIATIONS i_FG Galvanized Fabricated Steel Slotted Grate. Medium- -LD Dura-Coated Ductile Iron Longitudinal slotted grate, Duty rating. designed for X-Heavy-Duty application where excessive runoff may occur. -PG Perforated Galvanized Steel grate, designed for medium -duty application (heel -proof). l I -FG Foul Air Trap used in conjunction with Z-817 Catch Basins. -G Galvanized Cast Iron Grate, Designed for heavy - Duty applications. -G -GG Fiberglass grate, light to medium duty rating, designed for areas subject to caustic environment. -GL Grate Lockdown Assembly. -GS Fabricated Stainless Steel Grate, designed for medium duty application. Excellent for use in highly corrosive environments. -LC Dura-Coated Cast Iron Longitudinal Slotted Grate, designed for heavy-duty applications where excessive runoff may occur. '- -PS Perforated Stainless Steel Grate, designed for medium -duty application where sanitation or anti- corrosion conditions are necessary. -RS Reinforced fabricated stainless steel grate, designed for heavy-duty applications. -SF Type 304 Stainless Steel top frame, designed for application requiring sanitation or for use in highly caustic environments. -SG Type 304 Special -Duty cast stainless steel grate, designed for special -duty application where extreme working loads are required. -ST Galvanized Steel solid cover, designed for medium - duty applications. -SW Side wall extension adapter to provide for greater depths of trench. -Y Sediment Bucket. -VP Vandal Proof Grate/Cover using spanner type security screws. 13OCKEr-- 11V Page 11 INLIAL V-KAITV zk 8 IIe Drain Round 18" Cast Iron Grate, 18" I n l i n e Drain Body, heavy duty PVC construction (zoith Cast Iron Cover Holder). 12" or 15" adapter. - All connections have water -tight Gasketed Joints. - Adapters available for the following Piping Systems: SDR-35, Ultra -Rib, A-2000 PVC, and corrugated Poly (ADS@). Heavy Duty Illustrating flat type surface showing Type X frame and Type C grate. Standard frame and cover sections of this type are bolted and manufactured in 24" standard lengths. Read Carefully Before Ordering Specify: 1. Complete catalog number. 2. Length of structure. 3. Type of cover. 4. Perma-Grip surface if required. (See page 229.)_ S. End frame sections and num- ber required per unit. 6. If trench drain grates are to be installed in bicycle traffic areas, please advise so that safety standards described on catalog page 89 can be applied. shipped assembled. Al NLJ I Wt )MUULU I Mt UNI I BE DISASSEMBLED DURING INSTALLATION! Catalog Dimensions in inches I eight per lineal toot (without trome) A B C Type A Type C Type D Type E Type P Frame** No. R-4999-AX 8 1 %2 6 19 22 19 22 25 12 R-4999-BX 10 1 Y2 8 24 27 29 27 31 12 R-4999-CX 12 1 %2 10 28 31 40 36 37 12 R-4999-DX 14 1 %2 12 33 35 52 47 45 12 R-4999-EX 17 1 %2 15 39 52 55 49 — 12 R-4999-FX 20 1 %2 18 54 67 70 70 — 12 R-4999-GX 23 1 %2 21 60 77 85 — — 12 R-4999-HX 26 1 %2 24 71 100 85 — — 12 R-4999-JX 30 2 27 100 120 100 — — 17 R-4999-KX 33 2 30 110 140 150 — — 17 R-4999-LX 36 2 33 120 130 185 — — 17 R-4999-MX 39 2 36 130 200 180 — — 17 R-4999-NX 45 2 42 150 245 210 — — 17 R-4999-OX 51 2 48 190 — 215 — — 17 **Weight per foot —includes both sides. IA SOLIO OR 0 ATED COVER COVER TYPES 0 0 LEP3 oa00000000000 oaot 0 0000000000000 U' Grate Type A Grate Type C Grate Type P Solid Checkered Solid Perforated Type D Type E "''• Type P grates have %4" slot widths and are especially appli- cable for areas of heavy pedestrian traffic Grate FRAME TYPE Catalog Dimensions in inches Wt. per ..... . _ 4 �- -e 'to No. A B C lineal ft. R-4999-L3 14 1 %2 12 45* ---_TYPE X -- _ R-4999-1.6 24 2 22 88** T { �` r R-4999-L9 293/4 2Y2 263/4 115*** This series furnished standard with Type L grate shown at right. *Furnished in 2 foot increments only. Grate Type L **Furnished in 1 or 2 foot increments only. ***Furnished in 1 %2 or 3 foot increments only. Available only on R-4999-1.3, L6, and L9. -.. _ *•.L+R•.� .. API Illustrating R-4999 bolted trench series with Type L grate. N E E NAH Z" 234 FOUNDRY coenwl P" inY ..PR i ..?►. Yam,•- � i. 0 [A u 0 I W .I .Suggested Forming Procedures For Installing Neenah Drainage Structures For those who are not experienced in the installation of Neenah drain- age structures (R-4990-1 and R-4999-series), the following procedures are one way of achieving desirable results. Materials Under normal situations it would be customary to use a good grade of weather resistant 3/4 inch plywood for forming walls. Construction grade 2 x 4's are suitable for studs, plates, bracing and spreaders. The amount and position of the bracing, studs and spreaders to assure a safe working environment is a function of site conditions along with the depth and width of the trench. A typical installation is shown in Figure 1. Details shown and suggestions are based on using the Neenah Foundry Type X frame. Forming Procedures Once the floor slab of the trench has been poured and cured according to the plans and/or specifications, begin the forming procedure. The width of the forming (see Figure 1), measured from the outside edges of the forms, corresponds to the "C" dimension in the catalog and on Figure 6. During the entire forming procedure, continually verify that the forms are PLUMB, STRAIGHT, SOLID and LEVEL. FORM WIDTH I FORM HEIGHT -tIL Ill 1' FIGURE 1 The height of the form corresponds to the final grade elevation when installing the non -bolted frame and grates. Extend the spreaders beyond the edge of the forms as shown in Figure 2a to provide a stop for the frame and seat form. Once the elevation has been verified and the forms are level, begin attaching the frames to the formwork. gin REBAR FORM iLE REINFORCING As REQUIRED FIGURE 2a NEENAHnVi rwiurUOMY COMPANY To attach the C.I. frame to the forming, the use of a "seat form" is recommended to assure that the frame is at the proper elevation and level. The seat form has the some dimensions as the frame, with the height corresponding to the frame height (the "B" dimension in the catalog), and the width the some as the seat width of the frame. The seat width should be field measured to assure a proper fit. All Neenah frames have a slight radius at the corner of the seat and vertical face so the seat form should be beveled to accommodate this radius and assure that solid contact is made along the entire length of the C.I. frame. Several methods may be used to attach the C.I. frames —two are shown here. One involves attaching the seat form to the frame using the holes in the face of the frame to nail it in place (Figure 2a) and the other requires nailing the seat form to the framework (Figure 2b). r J, [A M R �' ----• % INCH HOLE "` - HOLES DRILLED IN FORM FOR 9 GAUGE WIRE CONSTRUCTION JOINT AND REINFORCING AS REQUIRED FIGURE 2b Both then are held in place by using a 9 gauge wire to force the frame into the proper position (Figures 3a & 3b). Frames should butt together snugly, leaving as little gap as possible to eliminate any "creep" if the installations are long. Place a #3 bent rebar through the holes in the anchor lugs to provide additional anchorage in the concrete. Prior to pouring the concrete, verify the annular space allowance (space between the edge of the grate and frame) so grates will fit properly in the space allowed. This should be 3/16 to A inch (Figure 6). SPREADER I. FINAL GIRADE ELEVATION I SEAT FORM DA 90° —J 9 GAUGE WIRE r— -! FRAMEWORK 14 INCH DIAMETER ANCHOR ROD HOLE I ! I FIGURE 3a 7 I 11 3 P 2AJA�t' gii INTRODUCTION The maintenance facility is to consist of an office area and a work bay area, 'and vehicle storage area. Approximately two thirds of the building will be used to store golf course maintenance equipment. A work bay area next to the offices will be used to repair and maintain golf course equipment. During the summer months, 18-20 employees will arrive at the offices where they will receive the work schedule for the day, and then leave the building. Two or three workers will remain to work in the shop. During winter months, 2 to 4 employees will work in the shop. An outdoor wash rack, (or concrete pad), is proposed to be used to spray off the mowing machines at the end of the day. As discussed with the Golf Course Superintendent, a high pressure pump is to be attached to a water service to spray off the mowers. The sprayer uses 2.2 gpm and is used for a total of 1 hour per day, (for a total of 2.2 gpm (60) = 132 gallons. Soap is not to be used at the wash rack. The wash rack is proposed to drain to a sediment basin to allow for removal of grass, and then to a grease trap/sand/oil trap, and then be disposed of in a subsurface disposal area. Fuel tanks are proposed to be located so that if a spill occurs, spillage will be directed to a sump area (or concrete pit) where the spillage can be cleaned up. A drain with a valve will allow for drianage of water that collects in the pipe. Building (interior) floor drains are to be directed to the sand/oil/grease trap, prior to being discharged to subsurface discharge. Surface grading is proposed to keep as much rainfall, snowmelt, M Flow Quantity for Equipment Wash System Daily Usage = (2.2 gpm)(60 min/hr)(1 hr/day) = 132 gpd )Wq' USE 140 GALLONS PER DAYC1- The maximum flow is considered to be at 150% of the average flow: 140 gpd(1.5) = 210 gpd USE PEAK FLOW (DESIGN FLOW) 210 gpd PERCOLATION TESTS MINUTES HOLE # 1 HOLE #2 HOLE #3 0 .59 .38 .62 10 .65 .45 .69 20 .75 .53 .76 30 .81 .61. .82 40 .87 .69 .89 50 .92 .76 .95 last 10 min 16 . min/in 11.9 min/in 14 min/in last 30 min 16 min/in 11.3 min/in 13.2 min/in Average Perc Rate = 13.5 min/in - use 16 min/inch SOIL PROFILE HOLE Numerous test holes and soil profile holes have been dug at the site. A water well was dug approximately 100' from the maintenance building, which provided evidence that a clayey layer 1 to 4' deep overlays a 38' to 45' deep silty, sandy gravel layer. Mancos shale exists below the gravelly layer, at about 38' deep. Groundwater levels do not appear to fluctuate within 10 to 12' of the surface. Soils reports are attached. etc. from draining to the grease trap as possible. 500 gallon grease trap grease/oil storage capacity = (3-1)4(6)7.48 = 538 gallons Detention = (538 gallons/132 gallons/day) =.4 days FLOW QUANTITY The septic system is to provide service to the maintenance building. The maintenance building willrequire water service for a, restroom which will be used by approximately, 18-20 employees,,- The employees will arrive at work in theporning, obtain their work schedule, and leave the maintenance building to work on the golf course, and return for lunch, and/or prior to leaving.in the early afternoon. From the Eagle County Rules and Regulation manual, it is estimated that 35 gallons of water will be used per employee per day in a factory type work environment. Flow Ouantity for Maintenance Building Restrooms Daily Usage = (20 emp.)(35 gal/pers/day) = 700 gpd The design (peak) flow is considered to be 150% of the average now: 700 gpd(1.5) = 1050 gpd PEAK FLOW (DESIGN FLOW(==1050gpd e SEPTIC TANK Provide detention for 30 hours. Volume = (30 hrs)(1 day/24 hrs)(1050 gal/day) = 1312 gal USE 1500 GALLON TANK ABSORPTION AREA The percolation rate was found to be 16 min/in in a silty, sandy, gravel type soil. Absorption Area = (Q/5 IT) = (1050/5);16 = 840 sf 50% reduction to use infiltrator units = (.50)(840) = 420 sf Use 3' wide equivalent trench area. 420 SF/3' trench width = 1401f required * * Need 2 trenches, 70' long, 3' wide (12 infiltrator units at 75' long_per trench) Check with application rate A = 1050 gpd = 875 sf @ 50% reduction = 437.5 sf 1.2 gpd/sf at 3' wide = 145 if of trench, or two trenches 73' long MINIMUM HORIZONTAL DISTANCES, FROM ABSORPTION TRENCH Added length = (1050-1000)/100(8')= 4', add 4' Spring, wells D = 100 + 4 = 104, Lake, water course, or stream D = 50 + 4 = 54' Dry gulch D = 25 + 4 = 29' ALPINELi -_ JAIL 2 8 1994 ENGINEERING INC Cd- COMMUNITY D�NiELOPMENT COMMUNICATION RECORD PROJECT , i L,-,.W �I f G I L � DATE -7-- Z6 -1j¢ PERSON CONSULTED FIRM EC Gp , ADDRESS TELEPHONE PURPOSE OF CONTACT As - A;i l/s , Sej,0� G JOB NO. BY G[0W M f0dk j PMPi✓ COPIES TO faa,..r MZf vvi' Q)A 5e'0)f'Pw*A- Memorandum ❑ Telephone Conference Meeting Minutes rj Transmittal El (1 The following was discussed n Transmitted Herewith — W 2. 6,Lse-vvt.61 +tp— lid n, s 'F/ riTiun '0- T L4 T� YLS /rirp,�Y�.s ei G✓s orb �'� arnQc.� � �� . Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632.303/926-3373 • FAX 303!926-3390 MAINT.OFF. SEWER VRALV,E BOX WASH RACK 27' CLEAN OUT 6' WATER MAIN 2 T�EN�tE'S INFILTRATORS -75� (.oN6CACA , INsP. pog rAts It90 L,F INFILTRATORS STEP DOWN OVERFLOW FROM DRAIN DAYLIGHTS AT ROAD DAVIS EXCAVATING 7-19-94 P MAINT. BLDG. 41309-94 - Parcel #1941-234-00-016 JOB NAME Hwy 6-Wolcott EAGLE SPRINGS GOLF C. Maintenance Bld` __STORM WATER SYSTEM JOB NO. . . OR 1_OCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED �tSL r / l JOB COST SUMMARY TOTAL SELLING PRICE (Re TOTAL MATERIAL TOTAL LABOR �,:•b6A &S /�l INSURANCE 0 3 j SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 nms.o NEW ENGLAN.D BUSINESS SERVICE, INC.. GROTON, MA 01471 .e Printed in U.S.A \ ZZ } %7 X - - - �r- ------ -- ;x �W3.6 2 [ i � ` d-;o F F - 22 5 t `Q .1(0 r, 24 00 ` j i = 1b C.O. {NY z 17.5 tik �'fj•7 l , �` `"- -cone •. j �� - __ __-----, _ ,, Z� t2 5 ' tit /Q"GJC� I.Z�Io T1 , N 1p - / e tRV=17 / rt?�1JCkf GRa,u �� f Z ! ZUR N A544 'AC K. ` I v INLE7 n -t- / r Fo erALS �a f t2 t cl 1 LDF.i�'T I v �z'` `4�Ai�E i"20 j �� ;--► a - - — -- Nt6N FAINT t.0 cy wff- r `V.�20.5 i S '21 - _-- - i 1 -- __ �✓r- �s '7- 10 v ov rz. 15, FOVCIZFLOWi fZ 7� INFfcyCRroe ------ 1 1 AVq- t 1 I' Ccvm GAVE L7,c-v, i t I F 14 _-_t,iv-=13, 1 �-tea-Z 4 Ho:; Er E: AIA r I� YD e k INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1325 Please call for final inspection before covering any portion of installed system. PHONE: 926--4100 clry: Edwards State:CO ZIP: 81632 PHONE: 926-3373 TAX PARCEL NUMBER: 1941-234-00-016 LICENSE NO: 2 7 - 9 4 h remote restrooms OF TRENCH BOTTOM. revised drawings of 4/1/94. the bathroom handsinks. I & DATE V , )F THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT S WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION ED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A ACTION AND REVOCATION OF THE PERMIT. )NSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. )LINTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED :T. See as builts. FEET FROM YES NO YES NO 'ROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. DATE: oC DATE: VSPE ION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # NORTH REMOTE GOLF COURSE RESTROOM ISDS Permit ! Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.Ci * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 PROPERTY OWNER. Wolcott Partners MAILING ADDRESS•P•0. Box D, Edwards, CO 81632 PHONE: (303) 926-4100 APPLICANT/CONTACT PERSON: Glenn Palmer PHONE: (303) 926-3373 Alpine Engineering, inc. LICENSED SYSTEMS CONTRACTOR: Scott Davis Excavating 303-926-3788 office ADDRESS: P.O. Box 1384, Edwards, CO 81632 PHONE: 303-949-8706 mobile PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAY LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: See attached land description 3 Parcel Number: lqy / e �� C/ —00 a/ I,* Lot size: 207 acres Physical Address • 2 miles east of Wolcott on Highway 6 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X) Commercial / Industrial* Type Remote Golf Course Restroom TYPE OF WATER SUPPLY: Well ( ) Spring ( ) Surface (xx) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PA ABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: "^. t/r" J ..� �/��: o.n DATE:-101%w714Ze, AMOUNT PAID: ]�y RECEIPT# �! � DATE: CHECK /# L CASHIER:`- oe ; COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO August 1, 1994 Wolcott Partners P.O. Box D Edwards, CO 81632 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 . FAX: (303) 3Z8-7185 RE: Final of ISDS Permit No. 1325-94 Parcel #1941-234-00-016 Property located at: 28521 US Hwy 6 Dear Wolcott Partners This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Jeff drizzi Environmental He th c' ENCL: Information Brochure Final ISDS Permit cc: files COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO DATE: April 15, 1994 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 TO: Davis Excavating FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.1325, Tax Parcel # 1941-234-00-016 Property Located at: North Remote Golf Club Restrooms, Wolcott Enclosed is your ISDS Permit No. 1325 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Tania M. Busch -Weak at 328-8755. cc: files ALPINE Edwards Business Center\P.O. Box 7 Edwards, CO 81632 ENGINEERING INC PH: (303) 926-t� r4w. 0 LETTER OF TRANSMITTAL: 3UL 13 I To: Fk LC Cn7 jLl_ n �. Date: Job No: EAGLE NIV c' J01:49PUKII �Lr CC1cXL E Attn: We are sending the following item : attached \\ under separate cover via shop drawings reproductions originals specificiations copy of letter change order samples other COPIES DESCRIPTION DATE 'V, \� Thy jr� o�v\` for a, as requested reviewed ✓for your use for review and comment for your record after loan to use other Remarks: Copies to: Signed: ALPINE ENGINEERING INC June 29, 1994 Mr. Ray Merry Eagle County Department of Health P.O. Box 179 Eagle, CO 81631 Dear Ray: RECEIVED JUL 0 0 1993 OMW IN DEVEL_ PMENT Two restrooms are being constructed at the north and south ends of the Eagle Springs Golf Course. Each restroom is to be served by a septic tank and an absorption field. Soil profile pits have been dug at both sites and excavation of both restrooms' absorption fields has begun. The soils reports for both areas concluded that approximately 4 - 8' of clayey material would have to be removed and replaced with pre -approved sandy, gravelly fill. Percolation tests were performed in a sandy gravel layer which exists below the clayey material. Results of these percolation tests yielded average percolation rates of 16 and 19 minutes per inch. 18 minutes per inch and 21 minutes per inch were used in the calculations of the square footage of the absorption field. Now that excavation has begun and the gravelly fill has replaced the clay material, new percolation tests have been performed in the fill. These tests reveal that the compacted fill has an average percolation rate of 30-35 minutes per inch rather than the expected rate of approximately 20 minutes per inch. Therefore, new calculations of the required square footage of the absorption fields for both restrooms have been performed using an average percolation rate of 32 minutes per inch. Each trench will be lengthened by 2 infiltrator units. Please review these calculations and revised schematics. Sincerely, Glenn Palmer, PE GP/mm Edwards Business Center 9 P.O. Box 97 • Edwards, Colorado 81632 • 303/926-3373 • FAX 303/926-3390 ALPINE ENGINEERING INC June 29, 1994 Mr. Ray Merry Eagle County Department of Health P.O. Box 179 Eagle, CO 81631 Dear Ray: Two restrooms are being constructed at the north and south ends of the Eagle Springs Golf Course. Each restroom is to be served by a septic tank and an absorption field. Soil profile pits have been dug at both sites and excavation of both restrooms' absorption fields has begun. The soils reports for both areas concluded that approximately 4 - 8' of clayey material would have to be removed and replaced with pre -approved sandy, gravelly fill. Percolation tests were performed in a sandy gravel layer which exists below the clayey material. Results of these percolation tests yielded average percolation rates of 16 and 19 minutes per inch. 18 minutes per inch and 21 minutes per inch were used in the calculations of the square footage of the absorption field. Now that excavation has begun and the gravelly fill has replaced the clay material, new percolation tests have been performed in the fill. These tests reveal that the compacted fill has an average percolation rate of 30-35 minutes per inch rather than the expected rate of approximately 20 minutes per inch. Therefore, new calculations of the required square footage of the absorption fields for both restrooms have been performed using an average percolation rate of 32 minutes per inch. Each trench will be lengthened by 2 infiltrator units. Please review these calculations and revised schematics. Sincerely, Glenn ialmer, PE GP/mm Edwards Business Center 9 P.O. Box 97 9 Edwards, Colorado 81632 9 303/926-3373 9 FAX 303/926-3390 NORTH REMOTE GOLF COURSE RESTROOM ABSORPTION AREA The percolation rate was found to be 32 min/in. in the sandy, gravelly fill material. Absorption Area = (Q/5VT) = (656/5)V32 = 742 sf 50% reduction to use infiltrator units = (.50)(742) = 371 sf Use 3' wide equivalent trench area. 371 sf/3' trench width = 124 if required * * Need 2 trenches, 62' long, 3' wide (10 infiltrator units at 62.5' long per trench) Check with application rate A = 656 gpd = 546 sf @ 50% reduction = 273 sf 1.2 gpd/sf SOUTH REMOTE GOLF COURSE RESTROOM The percolation rate was found to be 32 min/in. in the sandy, gravelly fill material. Absorption Area = (Q/5VT) _ (656/5)\/32 = 742 sf 50% reduction to use infiltrator units = (.50)(742) = 371 sf Use 3' wide equivalent trench area. 371 sf/3' trench width = 124 if required * * Need 2 trenches, 62' long, 3' wide (10 infiltrator units at 62.5' long per trench) Check with application rate A = 656 gpd = 546 sf @ 50% reduction = 273 sf 1.2 gpd/sf J W � N J � = N Awl 7a LIJ o p 0 V lid Lu lV �o N IL- 4 ..< > a � 0 ? v < 0 v �" .. • �_ ..� !t .�� to _ -lowe.p �A Y WOOF .E.x�'' ..�,•. � n...• ire •��•'�,.� - ". � • �. . - �M_ • � :K i. 'Q� t �ra • mr. -. - d•K kv«'�'.•J,••y?�j-•� e• A'. rlr htr••• e+.t'�> �'StiFs''' , /` - 1 - ' 6 1 I 5O M lhi - To 09 LA I--Fz 4t! 1000 6ALC�oo s5nc TA�3r- w P-mom 4"-S-Cl4F-DLXH 40 PVC, (±, .9 70, m W, OV6-,eFL-oW 7-0 0""' T�SNCA4 — �EFT)C STETFEM FMATC. Nor T-0 '5,e,4LE- 2'rn�x C.av�� C PNlEy MPCTERW- Ar o } a 8 0 5 PeKDy ° D O p o\j1' m\ Z' (n0.x Ccr/ � o 0 d O d + 1S O 6 0 0 o i" zs -4- O t p O t d jee- To 6r OF CONAPP1CTED OW - s ITS- MATrplAa- Ct�JS�STt1Uf OF �Q py 6i?-AVELC.y MF--APPPoVE7L;> MAT-BEAL, TIkE G�vit. ENG, is ro vE�elf=./ MkrE>?►AL ppioo2 T-o KAC-EmM`jr /AND !s To PEf�Fo,e�-1 . 7 �gcOLA,71 0 TEsT A�TEP— fLCE W' T: ND ROCICS 5166 ' 77HAA/ 4 " LYWit7E775e SECriD,J 5-0 -Soc;Tr4 ?ESrEcom sE4'►-lc sys)"Em N. t S, EAGLE SPRINGS GOLF CLUB near WOLCOTT, EAGLE COUNTY, COLORADO SEPTIC SYSTEM DESIGN NORTH REMOTE RESTROOM ON THE GOLF COURSE March, 1994 Revised April 1, 1994 Prepared for: Wolcott Partners P.O. Box D Edwards, CO 81632 Prepared for: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 1 INTRODUCTION Two restrooms are proposed to be constructed at the north and south ends of the golf course, to be used by golfers, if needed. The restrooms are within the golf course site, which is a private course. Golfers will be the only persons having access to the restrooms. The north restroom is located approximately 400 feet east of the maintenance building which is the nearest septic system at the golf course, and the north restroom septic system and absorption trenches are to be about 600 feet from the edge of the Eagle River. The south restroom is located approximately 1400 feet southeast of the clubhouse, and the nearest septic system at the golf course, and about 400 feet from the edge of the Eagle River. The restrooms will consist of a flush toilet and will have bottled water and cups available for drinking water. There are to be two sinks for handwashing. The water supply for the restrooms is untreated irrigation water. If there are concerns that untreated water should not be used for handwashing, it is proposed that "store bought" wipes be provided for handwashing, and the sink be eliminated. 2 FLOW QUANTITY The septic system is to proposed to provide service to the restrooms on the north side of the golf course. Only golfers playing the course will have access to these restrooms. For peak usage, it is assumed that 100% of all playing golfers will use the facility. A peak golfing day could average 4 persons per group. During the peak golfing season, July and August, there are to be six (6) tee times per hour. Long daylight hours during these months would allow tee times from 7:00 a.m. to 4:00 p.m., extending nine (9) hours. It is assumed in the calculations that low flush toilets (1.6 gallons/flush) will be used in these restrooms. The architect has specified low flush toilets for the restrooms. The sinks are to be push button type, with automatic shut-off to reduce usage and to insure that sinks don't stay running after golfers leave the restrooms. It is assumed that one third of a gallon of water will be sufficient to wash hands with. At Peak Hour = (6 tee times/hr)(3 person/round) = 24 golfers/hour Maximum Golfers = (9 hrs/day)(24 golfers/hr) = 216 golfers/day Add 10 greens keepers (workers) that may use the restroom. (226 golfers & workers/day)(100%) = 226 flushes (226 flushes/day)(1.6 gal/flush) = 345.6 gallons/day (226 persons/day)(.33 gallon/person sink use) = 75 gallons USE 437 GALLONS PER DAY The water use estimated is assumed to be conservative because it is not expected that eygly golfer would use the restroom. (The Owner expects 144 golfers per day to be the largest number of golfers per day, on the 4th of July). 3 The water service for the restrooms is to be connected to the irrigation piping for the golf course, which is untreated water. The water will be used only to flush toilets and wash hands with: bottled water will be available for drinking, (or wipes will be used). Peak Flow The maximum flow is considered to be at 150% of the average flow: 437 gpd(1.5) = 656 gpd USE PEAK FLOW (DESIGN FLOW) = 656 GPD NOTE: The percolation tests were taken in the gravelly material, approximately 6 feet below ground. PERCOLATION TESTS MINUTES HOLE #3 HOLE # 1 HOLE #2 0 .82 feet .79 feet .89 feet 10 .89 feet .85 feet .95 feet 20 .96 feet .95 feet 1.05 feet 30 1.02 feet 1.01 feet 1.12 feet 40 1.09 feet 1.07 feet 1.19 feet 50 1.15 feet 1.12 feet 1.23 feet 60 1.21 feet 1.17 feet 1.28 feet last 10 min 14 min/in 17 min/in 17 min/in last 30 min 13.2 min/in 16 min/in 16 min/in Average Perc Rate = 16 min/in - use 18 min/inch 4 SOIL PROFILE HOLE Numerous test holes and soil profile holes have been dug at the site. A water well was dug approximately 100' from the maintenance building, which provided evidence that a clayey layer 1 to 4' deep overlays a 38' to 45' deep silty, sandy gravel layer. Mancos shale exists below the gravelly layer, at about 38' deep. Groundwater levels do not appear to fluctuate within 10 to 12' of the surface. Soils reports are attached. The north restroom is located near the middle tunnel (under the railroad). The test pit for the restroom, and the excavations for the tunnel indicates that approximately 4 to 5' of clayey material rests over the gravelly layer. The percolation test was completed in the gravelly layer. SEPTIC TANK Provide detention for 30 hours. Volume =(30 hrs)(1 day/24 hrs)(656 gal/day) = 820 gal USE 1000 GALLON TANK 5 ABSORPTION AREA The percolation rate was found to be 18 min/in in a silty, sandy, gravel type soil. Absorption Area = (Q/5 -,,IT) = (656/5)V-18 = 556 sf 50% reduction to use infiltrator units = (.50)(556) = 278 sf Use 3' wide equivalent trench area. 278 SF/3' trench width = 92 if required * * Need 1 trench, 100' long, 3' wide (16 infiltrator units at 100.0' long Der trench) Check with application rate A = 556 gpd = 463 sf a 50% reduction = 231 sf, OK 1.2 gpd/sf THE PERCOLATION OF THE FILL MATERIAL UNDER THE ABSORPTION TRENCHES IS TO BE VERIFIED AFTER FILL IS PLACED MINIMUM HORIZONTAL DISTANCES, FROM ABSORPTION TRENCH No added length need be calculated for the minimum distances since the peak flow for the restrooms is less than 1000 gpd. The absorption trench is approximately 600 feet from the edge of the Eagle River, and 400' to the nearest septic system at the golf course (at the maintenance building). LAND DESCRIPTION A parcel of land located in Tracts 55, 56 and 57 and Sections 14, 23, and 24, all in Township 4 South, Range 83 West of the Sixth Principal Meridian, Eagle County, Colorado, according to the Independent Resurvey of said Township 4 South, Range 83 West, as approved by the U.S. Surveyor General's Office in Denver, Colorado, June 20, 1922, and being more particularly described as follows: The point of beginning being at angle point no. 1 of said Tract 55, thence S00004'09"W along the East line of said Tract 55 a distance of 263250 feet to angle point no. 4 of said Tract 55, said point also being on the North line of said Tract 56; thence S89°56'23"E along the North line of said Tract 56 a distance of 1323.76 feet to angle point no. 1 of said Tract 56: thence S00° 11'10"W along the East line of said Tract 56 a distance of 131735 feet to angle point no. 2 of said Tract 5T thence S89 ° 5170"E along the North line of said Tract 57 a distance of 1323.90 feet to angle point no. 1 of said Tract 57; thence S00° 16'14"W along the East line of said Tract 57 a distance of 1317.42 feet to a point-, thence N89°58'37"W a distance of 131956 feet to angle point no. 3 of said Tract 57; said point also being angle point no. 4 of said Tract 56; thence 89°58'37W along the south line of said Tract 56 a distance of 400.00 feet to a point; thence N00 ° 04'55"E on a line parallel to the East line of said Tract 56 to the centerline of the Eagle River, thence northwesterly along the centerline of the Eagle River through said Tracts 56 and 55 to a point on the North line of said Tract 55; thence N89 °59'52"E along the North line of said Tract 55 to the point of beginning; EXCEPTING THEREFROM the right-of-way of the Denver and Rio Grande Western Railroad AND the right-of-way of U.S. Highway 6. 9 1-- � • - v - - - 1% 1 1 - I � AI c l-o . 1 al Lzu FLtJ-} rbCTUR-5 = s ! ,rT T N tt� Ala =41 10 v'ZM41 ^ — 2.0 mo d 44 1 &E C-o/ ' L � o 40 r 6 � y 1. • ' 11 o� �tA w W W zLL 4 A W - ~ o 4lit F- p {-- o V UA p o LL + w LL +o + q. j q 72 t Qj a� 0 O Z, co N O a) � TKO � O a*9.0 C 9 c D co C N a7 Z "0`-' N a> O aj b N zc°c Eca•c�� a'rN� � > 0 3 UC _ccc'�NN=oca ENS — to U rod>. 'a goS; � aci c7i6_ cma�'Np c0`o ou c!' E x o N cn�' E� o Ln 0) c c 3�s� 3 �G a m e mb -` U .0 En 6-p N p 49 U C N .70 CC3 Ln to cc OO u C CU.-oO¢o wk� '0-9 N •0 � - pf N O c�~ N � 0 a CT 0 .W O c� E c O cto c n O !� Q N y L p• N V a 'E an O c c fa ` N O N +_+ C 0 w �O .O O O C ,� LO oa dt� �cOE�F-0`3ac,Ea �L 3'0 �� o kui�U 0 caa `° aN mo `a `o>N.Lca:aoE > -� �o ac cmy c c1�c`, `�'o�a�i��N c�n3Nu'caccaC 0 cc w F+9 -P O C OE L- a) C a) = ca C V ca 3 " �p`a cp0 UO C `O a) cd cC O` O N d E O T N O '9 � p L T cm .0 O chi n O N 9� 2 O a1 .'` ,� N c '� O p O L a) N N ai N ro al C1 ca U7 O �,, c T E a s aN o ca cc o U �� N v �f - a>� p .8 0 c ca N C ca E O C = N O X" O •O 0 L d e- ,�, cn m � >o � c"r+ �`0 0 E � c o C,� o U= = c �� a cn v c�OaL�o� ��3�>cccE''-� 0E`°w�cEo m �� o v c 0 c E o L +� 3 S ca o N c �a3 oa 3�' ON �ro�0cc!_�CO 0Ln o•-u Ln CL vv+ ca O En a) O cOi O O N c c 0 N N p C `—° ,v_ >O 0 O c I.LJ O 3� aN �ioo Lnn H m E E u E 3w t 3 92 c o� 3a` aa) c`� �w t�� U LD ^ CD C77 C.7 C'V f*'7 CV N % C11 N U7 d C U T9 a `o O�'- .0 co 3 N - N co a 0 c Q O c co N c O d c o +� O cn +¢ N N P .41=n N C N c O > O p a :'_' w y p O O M •Oj c k, ° 42 n E N N u c U o c m °' "' 0 0 U a .0 o o coo E 0 c� g aai to Of [cf O d O N t, E O` N a O L O 4. E c (g E °' i5 b o p d r co m z Z a N E C� IO N U C E T L i7 M a J¢ c r 9 0 tt w a E �.E ?� cc c o �Lb C w Q c a c c a c Mn x a a c> E QS a-1°i 0 E c m� ai w c >LD U a c E C a Ln o f o a a' 2 aai 72 o a vi c—`o En L •� .E uc C N cE C a a) a,M p1 C 0 a L vcE N Rc c 3aWa O c °� E N a> N co ro-0 w� c l7') .9 c .E E RS O w f9 N; T— N N N c c �Q EN `di jN �c E E c No �j 0 L ` >�'a:S c r P 3 `�i cn 0 N �n Si `° � .- E c c 3 a� N L U �p N c o c v E e co 0< 40 N 0 N N Na tV E aa)i coo +j N b a n o a> > m o a a cn c N oto 0 >>i m a) o c -� ai E'� ��' �� p � a > > a�i'� aui go �4' c c ac CJ Z (J d d ii �9 ¢ NL' U� N w S w N w m C7Y VA TING 1325-94 - Parcel #1941-234-00-016 JOB NAME 28521 US Hwy 6 WOLCOTT PARTNERS NORTH RESTROOMS _ EAGLE SPRINGS GOLF JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED Law 6&aa LQz1- 0,e 11J0�"�- JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISc. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Prpduct 27$ Qp NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. i F/ t r f f1 1 1 . i �1 . r N I" 7 _ N ' Vr lilt INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1326 Please call for final inspection before covering any portion of installed system. OWNER: Wolcott Partners PHONE: 926-4100 MAILING ADDRESS: P • 0. Box D City: Edwards State: C0 zlp: 81632 APPLICANT: Glenn Palmer/Alpine Engineering PHONE: 926-3373 SYSTEMLOCATION: 28521 U.S. Hwy 6 TAX PARCEL NUMBER: 1941-234-00-016 LICENSED INSTALLER: Scott Davis / Davis Excavation LICENSE NO: 27-94 DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK South Remote Restroom ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 601 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's REVISED DRAWINGS OF 411194 rigation water is NOT to be use in the h n G;nkG � L ENVIRONMENTAL HEALTH APPROVAL: L ad DATE: C CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 675 SQUARE FEET. See as Builts. INSTALLED SEPTIC TANK: 1000 GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN W OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL• DATE: ENVIRONMENTAL HEALTH APP AL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # WSOUTH REMOTE GOLF COURSE RESTROOM ISDS Permit I / J d` Building Permit , +� APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.G PROPERTY OWNER • Wolcott Partners MAILING ADDRESS:P.O. Box D, Edwards, CO 81632 PHONE. (303) 926-4100 APPLICANT/ CONTACT PERSON • Glenn Palmer PHONE • (303) 926-3373 Alpine Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: Scott Davis Excavating, P.O. Box 1384, Edwards, CO 81632 303-92673788 office ADDRESS: PHONE: Rng-c)4Q_R7nh .,,hjja PERMIT APPLICATION IS FOR: OW NEW INSTALLATION ( ) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: See attached land description Parcel Number: 1 �y Lot size: 207 acres Physical Address: 2 miles east of Wolcott on Highway 6 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X) Commercial / Industrial* Type Remote Golf Course Restroom TYPE OF .WATER SUPPLY: Well( ) Spring ( ) Surface (Kx) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCJPA ABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE• .6 ��'�* DATE: o�7&A& AMOUNT PAID: Co RECEIPT# a DATE: CHECK # / OLOV CASHIER. COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO August 3, 1994 Wolcott Partners P.O. Box D Edwards, CO 81632 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Final of ISDS Permit No. 1326-94 Parcel #1941-234-00-016 Property located at: 28521 U.S. Hwy. 6 Dear Wolcott Partners, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Jeff Fedrizzi Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY; COLORADO August 8, 1994 Wolcott Partners P.O. Box D Edwards, 81632 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO S 1631 FAX (303) 328-7207 RE: Final of ISDS Permit No. 1326, 1308, 1309-94 Parcel #1941- 234-00-016 Property located at: Wolcott Springs Golf Course South Restrooms, Maintnence Building: Restrooms & Storm Water System Dear Sirs, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your buildings may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincere y, Jeff Fedriz ' Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO April 15, 1994 Davis Excavating Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No.1326, Tax Parcel # 1941-234-00-016 Property Located at: South Remote Golf Club Restrooms, Wolcott Enclosed is your ISDS Permit No. 1326 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Tania M. Busch -Weak at 328-8755. cc: files PROJECT �'4Gl.E s�2i �•! Gs GoI.F C.C_U� DATE 4 -4 -14 PERSON CONSULTED t�N I Ar BVSN-I�1EA�IG FIRat �,�461.E Ca ADDRESS TELEPEO`+L PURPOSE OF CONTACT 5tEpT c- T-YSTELIS JOB NO. BY GUU u 'CAu4 EIL COPIES TO 7'OQY e k ueLAo0 - Memorandum U Telephone Conference Meeting 11iinutes Transmittal Transmitted Herewith [j The following was discussed � PLt-ASE FIwo �-rr c�-Et� jI 4. Pew sew 14ddred s,o%'{der �o V.G ofe Vas-Fro�vs T�" Is i'�Pos�y _ Ty ��D✓�yE S5f6N STA7/,y6 Tf�AT �✓AYc� is rrory - OTi�'��E Ar✓r� T s�/Tr�ncE roeyenvelw-..cof r."KEF 5f"/ld /.D�✓C�,Bi1/ Dl�T //S/.y6� /&.*rre 1,41 _ tf f S /N/GS GAyY ICE SdP�uEi� /� ��►��ts, 1,-ffF•r,�ze � Or�D� 5f7� ATE fiaGDo v6 T7�/r/G5 FAe h fOVIAIu AMPW 75- WATER DISTRIBUTION 1001-1002 y D I L..E r'vi vD i n C, CHAPTER 1 • `J WATER DISTRIBUTION Section 1001— Running Water Required r 4` Except where not deemed necessary for safety or sanitation b the Administrative Authority,y each plumbing fixture shall be provided wish an adequate supply of potable running water piped thereto in an ��✓ approved manner, so arranged as to flush and keep it in a clean and (� sanitary condition without danger of backflow or cross -connection. Water closets and urinals shall be flushed by means of an approved flush t tank or flushometer valve. Faucets and diverters shall be connected to (LI the water distribution system so that hot water corresponds to the left side of the fittings. I 1 Section 1002 — Unlawful Connections 4C �r , (a) No installation of potable water supply piping or part thereof shall be made in such a manner that it will be possible for used, u;iclean, polluted or contaminated water, mixtures, or substances to enter any portion of such piping from any tank, receptacle, equipment, or plumbing fixture by reason of back-siphonage, by suction or any other cause, either during normal use and operation thereof or when any such tank, receptacle, equipment, or plumbing fixture is flooded, or subject to pressure in excess of the operating pressure in the hot or cold water piping. (b) No person shall make a connection or allow one to exist between pipes or conduits carrying domestic water supplied by any public or private water service system, and any pipes, conduits, or fixtures containing or carrying water from any other source or containing or carrying water which has been used for any purpose whatsoever, or any piping carrying chemicals, liquids, gases, or any substances whatsoever, unless there is provided a backflow prevention device approved for the potential hazard. (c) No plumbing fixture, device, or construction shall be installed or maintained or shall be connected to any domestic water supply when such installation or connection may provide a possibility of polluting such water supply or may provide ,a cross -connection between a distributing system of water for drinking and domestic purposes and water which may become contaminated by such plumbing fixture, device, or construction unless there is provided a backflow prevention device approved for the potential hazard. (d) No water piping supplied by any private water supply system shall be connected to any other source of supply without the approval of the 81 DEFINITIONS 1117 (d) Pipe — A cylindrical conduit or conductor, conforming to the particular dimensions commonly known as "pipe size". (e) Plumbing — Plumbing means the business, trade, or work having to do with the installation, removal, alteration, or repair of plumbing and drainage systems or parts thereof. (f) Plumbing Appliance — Any one of a special class of device or equipment which is intended to perform a special plumbing function. Its operation and/or control may be dependent upon one or more energized components, such as motors, controls, heating elements, or pressure or temperature -sensing elements. Such device or equipment may operate automatically through one or more of the following actions: a time cycle, a temperature range, a pressure range, a measured volume or weight; or the device or equipment may be manually adjusted or controlled by the user or operator. (g) Plumbing Appurtenance — A manufactured device, or a prefabricated assembly, or an on-the-job assembly of component parts, and which is an adjunct to the basic piping system and plumbing fixtures. An appurtenance demands no additional water supply, nor does it add any discharge load to a fixture.or the drainage system. It performs some useful function in the operation, maintenance, servicing, economy, or safety of the plumbing system. (h) Plumbing Fixtures - Plumbing fixtures are approved type installed receptacles, devices, or appliances which are supplied with water or which receive liquid or liquid -borne wastes and discharge such wastes into the drainage system to which they may be directly or indirectly connected. Industrial or commercial tanks, vats, and similar processing equipment are not plumbing fixtures, but may be connected to or discharged into approved traps or plumbing fixtures when and as otherwise provided for elsewhere in this Code. (i) Plumbing Official — See Administrative Authority. (j) Plumbing System — The plumbing system means and includes all potable water supply and distribution pipes, all plumbing fixtures and traps, all drainage and vent pipe, and all building drains, including their respective joints and connection, devices, receptacles, and appurtenances within the property lines of the premises and shall include potable water piping, potable water treating or using equipment, fuel gas piping, water heaters and vents for same. (k) Pollution — An impairment of the quality of the potable water to a degree which does not create a hazard to the public health but which does adversely and unreasonably affect the aesthetic qualities of such potable waters for domestic use. Also defined as Low Hazard. (1) Potable Water — Potable water is water which is satisfactory for drinking, culinary, and domestic purposes and meets the requirements of the health authority having jurisdiction. EAGLE SPRINGS GOLF CLUB near WOLCOTT, EAGLE COUNTY, COLORADO SEPTIC SYSTEM DESIGN SOUTH REMOTE RESTROOM ON THE GOLF COURSE March, 1994 Revised April 1, 1994 Prepared for: Wolcott Partners P.O. Box D Edwards, CO 81632 Prepared for: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO. 81632 1 INTRODUCTION Two restrooms are proposed to be constructed at the north and south ends of the golf course, to be used by golfers, if needed. The restrooms are within the golf course site, which is a private course. Golfers will be the only persons having access to the. restrooms. The north restroom is located approximately 400 feet east of the maintenance building which is the nearest septic system at the golf course, and the north restroom septic system and absorption trenches are to be about 600 feet from the edge of the Eagle River. The south restroom is located approximately 1400 feet southeast of the clubhouse, and the nearest septic system at the golf course, and about 400 feet from the edge of the Eagle River. The restrooms will consist of a flush toilet and will have bottled water and cups available for drinking water. There are to be two sinks for handwashing. The water supply for the restrooms is untreated irrigation water. If there are concerns that untreated water should not be used for handwashing, it is proposed that "store bought" wipes be provided for handwashing, and the sink be eliminated. 2 FLOW QUANTITY The septic system is to proposed to provide service to the restrooms on the north side of the golf course. Only golfers playing the course will have access to these restrooms. For peak usage, it is assumed that 100% of all playing golfers will use the facility. A peak golfing day could average 4 persons per group. During the peak golfing season, July and August, there are to be six (6) tee times per hour. Long daylight hours during these months would allow tee times from 7:00 a.m. to 4:00 p.m., extending nine (9) hours. It is assumed in the calculations that low flush toilets (1.6 gallons/flush) will be used in these restrooms. The architect has specified low flush toilets for the restroom. The sinks are to be push botton type, with automatic shut-off to reduce useage and to insure that sinks don't stay running after golfers leave the restroom. It is assumed that one third of a gallon of water will be sufficient to wash hands with. At Peak Hour = (6 tee times/hr)(3 person/round) = 24 golfers/hour Maximum Golfers = (9 hrs/day)(24 golfers/hr) = 216 golfers/day Add 10 greens keepers (workers) that may use the restroom. (226 golfers & workers/day)(100%) = 226 flushes (226 flushes/day)(1.6 gal/flush) = 362 gallons/day (226 persons/day(.33 gallon/person sink use) = 75 gallons USE 437 GALLONS PER DAY The water use estimated is assumed to be conservative because it is not expected that every golfer would use the restroom. (The Owner expects 144 golfers per day to be 3 the largest number of golfers per day, on the 4th of July). The water service for the restrooms is to be connected to the irrigation piping for the golf course, which is untreated water. The water will be used only to flush toilets and wash hands with: bottled water will be available for drinking, (or wipes will be used). Peak Flow The maximum flow is considered to be at 150% of the average flow: 437 gpd(1.5) = 656 gpd USE PEAK FLOW (DESIGN FLOW) = 656 GPD NOTE: The percolation tests were taken in the gravelly material, approximately 4 feet below ground. PERCOLATION TESTS MINUTES HOLE #3 HOLE # 1 HOLE #2 0 .59 feet .92 feet 1.03 feet 10 .65 feet .98 feet 1.09 feet 20 .75 feet 1.04 feet 1.06 feet 30 .81 feet 1.09 feet 1.11 feet 40 .87 feet 1.14 feet 1.16 feet 50 .92 feet 1.20 feet 1.20 feet 60 .97 feet 1.24 feet 1.25 feet last 10 min 17 min/in 21 min/in 17 min/in last 30 min 16 min/in 17 min/in 18 min/in Average Perc Rate = 19 min/in - use 21 min/inch SOIL PROFILE HOLE Numerous test holes and soil profile holes have been dug at the site. A water well was dug approximately 100' from the maintenance building, which provided evidence that a clayey Iayer 1 to 4' deep overlays a 38' to 45' deep silty, sandy gravel layer. Mancos shale exists below the gravelly layer, at about 38' deep. Groundwater levels do not appear to fluctuate within 10 to 12' of the surface. Soils reports are attached. The south restroom is located near the south tunnel under the railroad. The test pit for the restroom, and the excavations for the tunnel indicates that approximately 4 to 5' of clayey material rests over the gravelly layer. The percolation test was completed in the gravelly layer. SEPTIC TANK Provide detention for 30 hours. Volume =(30 hrs)(1 day/24 hrs)(656 gal/day) = 820 gal USE 1000 GALLON TANK 5 ABSORPTION AREA The percolation rate was found to be 21 min/in in a silty, sandy, gravel type soil. Absorption Area = (Q/5 IT) _ (656/5)V-21 = 601 sf 50% reduction to use infiltrator units (.50)(601) = 300 sf Use 3' wide equivalent trench area, 300 SF/3' trench width = 100 if required * * Need 1 trench, 100' long, 3' wide (16 infiltrator units at 100.0' long per trench Check with application rate A = 656 gpd = 546 sf @ 50% reduction = 273 sf 1.2 gpd/sf THE PERCOLATION OF THE FILL MATERIAL UNDER THE ABSORPTION TRENCHES IS TO BE VERIFIED AFTER FILL IS PLACED. MINIMUM HORIZONTAL DISTANCES, FROM ABSORPTION TRENCH No added length need be calculated for the minimum distances since the peak flow for the restrooms is less than 1000 gpd. The absorption trench is approximately 400 feet from the edge of the Eagle River, and 1400' to the nearest septic system at the golf course (at the clubhouse). _ _ _ .� .._..-----• • . VIUiJirY �MAP ... ........ ........... . 00 `��/.• /� �b j � � yr, :�•: �,. `�% �' . �J //mil ' — o r .. ` ,.� - •a Hoc IL ecao -=- -----� __ ----�- ;/ ! ((! � ••\ —' '�'\ ,•� - �� •\ .� 1 �. /,per •- ._—��. --- 'rr `" ^ � Ar Offt it 0091' �• • A parcel of land located in Tracts 55, 56 and 57 and Sections 14, 23, and 24, all in Township 4 South, Range 83 West of the Sixth Principal Meridian, Eagle County, Colorado, according to the Independent Resurvey of said Township 4 South, Range 83 West,. as approved by the U.S. Surveyor General's Office in Denver, Colorado, June 20, 1922, and being more particularly described as follows: The point of beginning being at angle point no. 1 of said Tract 55, thence S00004'09"W along the East line of said Tract 55 a distance of 263250 feet to angle point no. 4 of said Tract 55, said point also being on the North line of said Tract 56; thence S89 °56'23' E along the North line of said Tract 56 a distance of 1323.76 feet to angle point. no. 1 of said Tract 56: thence Soo* 11'10"W along the East line of said Tract 56 a distance of 131735 feet to angle point no. 2 of said Tract 5T thence S89051'20"E along the North line of said Tract 57 a distance of 1323.90 feet to angle point no. 1 of said Tract 57; thence S00°16'14"W along the East line of said Tract 57 a distance of 1317.42 feet to a point; thence N89058'37W a distance of 131956 feet to angle point no. 3 of said Tract 57; said point also being angle point no. 4 of said Tract 56 thence 89°58'37"W along the south line of said Tract 56 a distance of 400.00 feet to a point; thence N00 ° 04'55"E on a line parallel to the East line of said Tract 56 to the centerline of the Eagle River, thence northwesterly along the centerline of the Eagle River through said Tracts 56 and 55 to a point on the North line of said Tract 55; thence N89 °59'52"E along the North line of said Tract 55 to the point of beginning, EXCEFIING THEREFROM the right-of-way of the Denver and Rio Grande Western Railroad AND the right-of-way of U.S. Highway 6. mot- r lie--u u T_ L- L 26,!-©A art RES -� LAKE EL 50 �! FLS ZAKE DEPTH = 10' ��--� 161 -477, 11 - 64jo �� Dc/ - A t --------_-___-__ a=.�o 7 Ir 3 l lDel .j � #8 ( zl �38 � / "%� S►T E Pt.A &) Tit eEs &4 �N'/1116s !acG CL✓�s UrSED A F'I -.. t 111 q4 o �--- --� log b 6 /0006r4u.c `b fiAuK- W V la _ blorrr- 5 Co lijv= Z T DES m�S _ ' ♦ r 5� EPTVA . . . ........ lon�N spirrrEi.. -�.... -- , W , z NA U OL J g o �,,•,coN wom� �� 9 _ `o O =_ C y O N E C '0 7 N C L C 7 ,gym `° c �E 0.E ` c F- dL'9y > 0 3 ccyO�10yNc to ENE = tya U <,5 d�`�' ;� c c. o. N �+9 wt. m c'o 00)) �.� CL =.0-0 �� 0 c m d i5 bi E y o u u fo N N a) V O C L O- 3 y. CL N ^ u y toj 'Lon aa0 N~ �E c3c = m�� a 9 49 id9 m c . td c - N o` c ,_• 3 c y CO o o c 9 =} ._ o to a �+.' c ra °° y i" .�J 0 2� o Z. 3 C to N p. a) O O¢ •O 'p y to N to Q: v C C Cf C � � L � .9 w N 3 3 c o.. N � .0 0 Q) O 4.. C b) 0 G N � N� C N a� y C� .v o- O C O ^� 7 F:a C a C p1 N x y N L` E - G.cc y '"' CO 'C b :� �.` Cn C O N C y O a) E= p y N- p .9 0- C am= p y w y C O a) o L] 0 0 in CzC cc 4=• Q N y CL V 13` t1 C 3. C to C to O E ot ' -0C °) E� = a`a� oo 0 to s En in 0 aa) c C 00� o o > a N CN~C oan�9`o-c_)��N NyNOuta 0 Ca N - •t7u �N Ctrno�N�m 0cE3�o.N0o �o c��; k�00. y o oa:` , Cc w��opp�aa))ymdyy to n.0 0 cOic E as � myiyu) '0 -G cov+ �=moo c �9 QN . = �ICL a �o�3Na>iccc~y�L a�3wc EU a) a34 .N�c Et>>c�r- E7.= t��-o3o0E4 00a)��c id Cn 0 a N a,� you o f o.0 0'-" V N N a.3 u- a O c c. E o a) x Na �.to E tom �;0 N >_ w u N- E a c Q,o o�oE=off 3��i o�iO�coN� Np'y��3�a) ca ��' `"ac w� a)a)o ua>it Oo3a)c�oc`a�Ud m>40 oo«sLOc 3�aN�1N f-um�tvEuEuE3wt 3°)iau�3aaa t� ww cga CUta tD Cd t7J C6 C'V m �.. _ N N N 11! en O c ufn �- y $ 9 • '� x o � N - «� c CO c d ao� c _ N c N M ¢ g 7 O C. fd� P �7 J C N u m O C � O _d LZ a a =a kcc O u a a) a y c E u T v En m+ Q d o a L G p M A b). - d � C a) 9 N to tD 0 to 'O 0 C a) C > o •U � N (n v"i sd N A c O U a) EL a > .9' L. y Fw-. d c y 0 o 0 � Z cc 'a E E L9 a, �9 o >, Cu C 0 r, b �ct-i �in W a a _ ac t �Lb - E N ay.. .0 �, N b'i 'x - t1 .E t a)a) t Cj N .� • .0 -a to N to u WC - O COEN N a QC a �_ m 0. 0 = z a CO y Saw a E N c = c C W E b E aQ,N c w E �i" 0 0 N w N O �) C c-- o o E y c o�+¢+ co L)¢ o ,y a N y �N�,,. N N N C JG N �EQ N N E d CO «q C E C d �. a s N ' aq, t CL •'r7-' 3 o c E a a a Q .o c u aJ ; m v cg y� a� � L o o m a a� a) m O N a) o a) to �� o C C c c E'C Ems' o E 0 0 'o c a) ii 'o` c 0 0 -a Ui s d n 8 u cg to cg a) cg 0) C- cg a` C a a a ¢ N v w w .c_ w - Cli C7 c L6 L6 n to ai O .2 .- rV t*) r- Q to - S-0 2-5 'r,Z, CLEAN OUT 10, 0 0 HOLDING TANK HOLDING 31 45- 71 450 114c� l 1 141LA h 1326--94 - Parcel #1941-234-00-016 JOB NAME 28521 US Hwy 6 WOLCOTT PARTNERS SOUTH RESTROOMS EAGLE SPRINGS GOLF JOB NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED S-ey JOB COST SUMMARY Jb TOTAL SELLING PRIDE TOTAL MATERIAL l ��- f t S-0, L� TOTAL .LABOR F ONE _ r . INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Qp NEW ENGLANP BUSINESS SERVICE, INC., GROTON, MA 41471 JOB FOLDER d Printed in U.S.A - - �` r - -- --- --- -- -r - - _ _ � - - - - - - - - - - .. � - - - - - - - - < < ---r _ - - - - - - _ _ _ _ - -- �- - - - - -- - . ._ - - NDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION / P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1 3 7 1 OWNER: WOlentt Partners Clubhouse (kitch & restroom septics)PHONE: 926-4100 MAILING ADDRESS: p $Ox T) City: Edwards Scala: CO 7Jp: 81632 APPLICANT: Glen Palmer Alpine Engineering PHONE: 926-3373 SYSTEM LOCATION: Wolcott rings Golf C:pj1rse TAX PARCEL NUMBER: 1941-234-00-016 LICENSED INSTALLER: grntt TMNTiG LICENSE NO: 2 7 - 9 4 DESIGN ENGINEER OF SYSTEM: Alpine Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: g 2_5 (jo- - GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's design. ENVIRONMENTAL HEALTH APPROVAL: DATE: a1 z CONDRIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973. AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _ YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROV L OF SYSTEM IS MADE. ARRANGE A REANSPECTION WHEN WORK IS CORRECTED. COMMENTS: i ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # 5Asr A fsl'SOFPTio►� AREA jkrrcFt t-r.s I.vo.sTE� ISDS Permit , Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0 PROPERTY OWNER: Wolcott Partners MAILING A.DDRESS•P.0. Box D, Edwards, CO 81632 PHONE: (303) 926-4100 APPLICANT/CONTACT PERSON: Glenn Palmer PHONE: (303) 926-3373 pine Engineering, Inc. LICENSED SYSTEMS CONTRACTOR: ScOTT PAUIS eXcAJATING ADDRESS: P.O. P;oK 1384 EDwA2tx, GO PHONE: 30-�-94q-87o6 PERMIT APPLICATION IS FOR: C4 NEW INSTALLATION ( ) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: See attached land description Parcel Number: Z3W- DO - Of Lot size: 207 acres Physical Address • 2 miles east of Wolcott on Highway 6 BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number,.:_.of- Bedr-Bed ( ) Residential / Multi -Family* �ufiber of Bedrooms Commercial / Industrial* Type !fLU HOUaE TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface (xx) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: t � AMOUNT PAID: \ S0 RECEIPT# DATE: CHECK # SOS'20 CASHIER:--- COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO June 2, 1994 Davis Excavating Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1371, Tax Parcel # 1941-234-00-016 Property Located at: Eagle Springs Golf Course Wolcott Enclosed is your ISDS Permit No. 1371 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact Shannon Garton or Laura Fawcett at 328-8755. cc: files i February 4, 1994 " r- ALPINE ENGINEERING INC Ms. Tania Busch -Weak FED 9 7 1994 Eagle County Department of Health P.O. Box 179:;. Eagle, CO 81631 RE: Eagle Springs Golf Course Septic System Dear Ms. Busch -Weak, The applications for I.S.D.S. permits for the Eagle Springs Golf Club facilities are to be submitted to the Eagle County Department of Health.as soon as possible. Individual septic systems are proposed for the maintenance building, clubhouse, caretaker unit, superintendent building, and two remote golf course restrooms. We feel that it make sense to coordinate the septic system design of all facilities with each other, and check setbacks from each system prior to submitting individual applications. Chen -Northern has performed extensive soils studies over the entire site. Chen-Northern's studies, as well as logs and percolation tests provides a good idea of design criteria for septic system design. The entire site is essentially covered with 1 to 10' of silty, sandy clays overlying dense silty to slightly silty, sandy gravel with cobbles. In the area of the clubhouse, maintenance building, caretaker unit, and superintendent unit, the clay ranges from about 1 to 4' deep. Well test results in the area (50' from the maintenance building and 50' from the clubhouse) indicate that the sandy gravelly layer is about 38 to 45' deep, where mancos shale (relatively impermeable) is encountered. A small amount of groundwater was encountered at the shale layer, at 38-45' deep. Because of the fairly impervious clay layer above the gravels, groundwater levels do not appear to seasonally fluctuate. Percolation tests were performed in the gravel layer (at various locations across the site where septic systems are proposed) which indicate a fairly uniform percolation rate of 10 to 15 min/inch. Based upon the information noted above, we feel that the septic systems proposed at the Eagle Springs Golf Club including the maintenance facility can be adequately accommodated Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 9 303/926-3373 9 FAX 303/926-3390 using conventional septic system design. Applications will be submitted for your review as soon as possible. Please refer to the general note on the utility plan that states that the septic tank, sewer pipes infiltrators, etc., not be purchased until a septic system permit has been obtained from Eagle County. Please feel free to contact me should you have any questions. Sincerely, 6Z,L", D. P /) Glenn Palmer, PE cc: Fred Green Rudi Fisher Chuppa Nelson ALPINE egG- WEEPING INC COLM-MU` ICATION RECORD -CT LI.E 5 €'-1 DATE PRO.ri FaL PE SON CONSULTED _-4N MW— TELEPHO`E ADD?.F.SS Pti'3POSE OF CONTACT StY.r ry STt-N.j p�PFucfin Cr�I JOB NO. BY GlxNti PA,U-1 COPIES TO Memorand= F1 Telephone Conference 1 fleeting Minutes D Transmitta 5. � 30� [I The fonowing was discussed ,Transmitted Herewith 4?v, M T CUB S Q if cc G L-1 �o r M N i, '1}-�'E W r✓ STD �F �osst(3�E, bQ,,UU M N4tliT L )rTtf Edwards Business Center • P.O. Box 97 • Edwards. Cotaado 81632.303/926-3373 • FAX 30W26-3390 EAGLE SPRINGS GOLF CLUB near, Wolcott, Eagle County, Colorado SEPTIC SYSTEM DESIGN CLUBHOUSE May, 1994 Prepared For: Wolcott Partners P.O. Box D Edwards, CO 81632 Prepare By: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 • ..� __._ _._... VICIN1rr MAP, 1 rr— ^� , 1 !a aTBLK:/` �` � 1'S•`' `.i i\� v'1 -00 eon o 20f1-r- 7J4 6 J•�� 1�• •,\I' ' y'� I.BM =__'• -t .N.`, 41 ..%��. ��.�• 11 '�00 9 •Cs s ail\@i@1 �� `�,.�-`__'• -'^\ �� •'-`J 1 r - 6 99 po •�� v�,}� ! ��.p !� -. _ ^Zo \�\\\. � 'ter J.. '� �� f ,ijh_: bsta r. stir �....�-•� � , e-' @\ _ � - -�_�t. `u. �` �� 'i •% .` I -'�' 1,a . _ -� j= �a�,` ''•i Imo` �•-�, •��/p,•'� _ ,, •:p` Q _ - 7ccs .T� J J O 1 ; . � , I - to ss� •.. 5 O. -•oo� .111 ` I \ \ 5 aa�� /�f M\ \ �^ b V I I•� �7076Fr r __ >.. � � r �` � �/repg 1 �a ` a �` •\ a -- a 4. ^(� / �� T \` ` :.fir / i.►� \ `C A6.00 �� /��' \I/� \ice•`_. 74�0 •v �` �.-. 1 , iJl� .?' , `� •`' �\ �; l__\•�_-.` '�-� � �--� - ��- }_,� •ram\ • �, -- 2 - �_.-- �i�'�``. ��1 ecoo 01 - _ _ \ .'\� -' •. �, _.r / -_._ _ _ .� 1 .. .. _-- �.J , � � O mac% �^ ..= ,- \� ', - �- —_:. '- ^• '—�S�cu- .. sue'--- -- ;.," ,:- �) , �'�\ LAND DESCRIPTION A parcel of land located in Tracts 55, 56 and 57 and Sections 14, 23, and 24, all in Township 4 South, Range 83 West of the Sixth Principal Meridian, Eagle County, Colorado, according to the Independent ResurveyOffice in De nver, 1p4 South, Range , Colorado, June 203West, as 1922, and approved by the U.S. Surveyor General's Offi being more particularly described as follows: The point of beginning being at angle point no. 1 of said Tract 55, thence S00°04'09"W along the East line of said Tract 55 a distance of 263250 feet to angle point no. 4 of said Tract 55, said point also being on the North line of said Tract 56; thence S89°56 23 E along the North line of said Tract 56 a distance of 1323.76 feet to angle point no. 1 of said Tract 56: thence S00° 11110"W along the East line of said Tract 56 a distance of 131735 feet to angle point no. 2 of said Tract 57' thence S89 ° 51'20"E along the North line of said Tract 57 a distance of 1323.90 feet to angle point no. 1 of said Tract 57; thence S00*16'14"W along the East line of said Tract 57 a distance of 1317.42 feet to a point; thence N89°58'37W a distance of 1319.56 feet to angle point no. 3 of said Tract 57; said point also being angle point no. 4 of said Tract 56; thence 89°58'37"W along the south line of said Tract 56 a distance of 400.00 feet to a point; thence N00 ° 04'55"E on a line parallel to the East line of said Tract 56 to the centerline of the Eagle River; thence northwesterly along the centerline of the Eagle River through said Tracts 56 and 55 to a point on the North line of said Tract 55; thence N89°59'52"E along the North line of said Tract 55 to the point of beginning; EXCEPTING THEREFROM the right-of-way of the Denver and Rio Grande Western Railroad AND the right-of-way of U.S. Highway 6. INTRODUCTION A clubhouse is proposed to be constructed yt the Eagle Springs Golf Club. The clubhouse is to be three (3) stories high, including the basement, and about 18,300 sf in size. The club will have locker rooms, showers, a restaurant/bar area, pro shop, and storage for the golf carts. Restrooms and shower fixture units are to be water conserving, low flush type. Per previous estimates, a maximum of 216 golfers per day was estimated. At peak hour = 16 tee times/hr)(3 pers/round) = 24 golfers/hr. Maximum golfers = (9 hrs/day) 24 golfers/hr = 216 golfers/day. For the average peak day, the owner estimates that 70 members with a guest (or 140 players) will play golf. A continental breakfast, such as a biscuit or roll will be served, (which is likely to be cooked elsewhere), with juice and coffee. Minimal water use is expected for the breakfast meal. On peak days with 216 players, many golfers will begin playing golf in the afternoon and likely not eat breakfast or lunch. For the average peak day with 140 golfers, it was assumed that all golfers would eat lunch, to be conservative. Once a year, a dinner will be held where 80% of the members are expected to attend, and usually 75% of the members wives join them. This will likely be a full service dinner, with meals cooked in the clubhouse. Based upon actual use at Arrowhead, the Owner indicated that the showers are rarely used, and that maybe 2.0% of the players use the shower. To be conservative, it was assumed that 20% of the players on an average peak day will use the showers. FLOW QUANTITY Meals Peak day. 216 golfers, 50% eat breakfast, 75% eat lunch. Average Peak Day. (70 members with guest = 140 players) Assume 80% of players eat breakfast, 100% eat lunch. (Breakfast will be continental type, or a roll, with minimal dishes and dishwashing.) 115 breakfast @ 2 gallon/meal = 230 gallons 165 lunches @ 3 gallon/meal = 495 gallons Dinners. Once a year, a dinner will be held where normally 80% of members/guest attend the dinner, and 75% of players are joined by wives. 120 players x 80% = 96 persons + 96(.75) = 168 meals 25 person staff Meals (kitchen use) = 168 meals x 3 gpdlmeal = 504 gallons Total = 1229 gpd Peak flow = 1229 x 150% = 1843 gpd (west absorption area) Restrooms 8 employees x 3 flushes/day = 24 flushes 140 golfers x 2 flushes/day = 280 flushes 168 dinners x 1.5 flush/person = 252 flushes 25 person dinner staff x 2 flushes = 50 flushes 606 flushes 606 flushes x 1.6 gal/flush low flow toilet = 970 gpd Showers The Owner says that normally, a maximum of 2% of the players use the shower. With flow reduction fixtures/shower heads, it is assumed that 7 gallons will be used per shower. 20%(140 golfers) x 7 gallon/shower = 196 gallons Cart Washing (Low Flow, High Pressure). The flowrate of the high pressure machine is 2 gpm. If the machine is used for 1 hour per day, the total volume of water used is 120 gallons. Peak flow - (1.0 hr)(2 gpm),.(60) 120 gallons Total = 1286 gpd Peak flow = 1286 x 150% = 1929 gpd (east absorption area) SPLIT INTO TWO SEPTIC SYSTEMS • 1 Greywater from kitchen waste (from meals) _ ��_ 1843 gpd (west) ®2 Blackwater from restrooms, showers and cart washing 1929 gpd (east) Grease Trap _.._.._u...._. (number of meals peak hour)(waster flow rate) (retention) (storage factor) = size (168 meals)(6 gallon)(2.5 hrs.)(1) = 2520 gallons Since we assume three (3) gallons per meal, and the dishwasher is expected to use less water than handwashing the dishes, use 1800 gallon grease trap. Septic Tank Size 1 Kitchen waste = 1843 gpd x 30/24 2304. gallons • 2 Blackwater = 1929 gpd x 30�4 = 2412 gallons USE TWO 2500 GALLON SEPTIC TANKS Sand/Oil Trap (Cart washing) If it takes one (1) hour to wash all the carts off, approximately 120 gallons of water will be used. Dosing Provide a 330 gallon grease (sand/oil) trap. Adequate vertical drop does not exist to provide an automatic dosing chamber on the east septic system. ® The sewage pump in the basement of the clubhouse will provide dosing of the western absorption area. Sewage Pump Cart washing = 2 gpm Two employee restrooms = 10 gpm Total = 12 gpm Provide 1/4 to 1/2 hp pump 50 gpm @ 8-10 feet head (verify) 30 gprn @ 14' head Provide 1/4 hp +/- sewage grinder pump 2" outlet 6-8' TDH = 60 gpm (verify) Four (4) minute run time = (4 minutes)(60 gpm) = 240 gallons 4' diameter manhole n W H(7.48) = 250 gallons H = 2.66' PERCOLATION TESTS NOTE: The percolation test were performed in the gravelly layer, approximately 2 to 3' below the grand surface. MINUTES HOLE # 1 HOLE #2 HOLE #3 0 .89 FEET .73 FEET 1.01 FEET 10 .93 FEET .79 FEET 1.06 FEET 20 .98 FEET .85 FEET 1.11 FEET 30 1.02 FEET .93 FEET 1.16 FEET 40 1.07 FEET 1.01 FEET 1.20 FEET 50 1.12 FEET 1.07 FEET 1.24 FEET 60 1.16 FEET 1.12 FEET 1.28 FEET LAST 10 MIN 20 MIN/IN 17 MIN/IN 21 MIN/IN LAST 30 MIN 18 MIN/IN 16 MIN/IN 21 MIN/IN Average Perc Rate = 18 min/in USE 20 MIN/INCH MINUTES HOLE # 1 HOLE #2 HOLE #3 0 .82 FEET 1.01 FEET .75 FEET 10 .87 FEET 1.06 FEET .79 FEET 20 .91 FEET 1.10 FEET .84 FEET 30 .96 FEET 1.16 FEET .88 FEET 40 1.01 FEET 1.20 FEET .93 FEET 50 1.05 FEET 1.26 FEET .98 FEET 60 1.09 FEET 1.31 FEET 1.02 FEET LAST 10 MIN 20 MIN/IN 17 MIN/IN 21 MIN/IN LAST 30 MIN 19 MIN/IN 16 MIN/IN 18 MIN/IN Average Perc Rate = 18 min/in USE 20 MIN/INCH SOIL PROFILE HOLE Numerous test holes and soil profile holes have been dug at the site. A water well was dug approximately 100' from the clubhouse building, which provided evidence that a clayey layer 1 to 4' deep overlays a 38' to 45' deep silty, sandy gravel layer. Mancos shale exists below the gravelly layer, at about 38' deep. Groundwater levels do not appear to fluctuate within 10 to 12' of the surface. Soils reports are attached. The basement for the clubhouse area has been excavated which also provides evidence of the thick gravelly layer below 3 to 4' of clay. ABSORPTION AREA The percolation rate was determined to be 20 min/in in a silty, sandy, gravel type soil. East Area Absorption area = (Q/5)IT = (1843/5)120 = 1648 sf 50% reduction to use infiltrator units = (.50)1648 = 824 sf Use 3' wide equivalent trench width , V^ 824sf/3' trench width = 274 if of trenches J (� C� 4 trenches @ 11 units long = 68.75 if per trench Uj total area = 4x68.75x3 = 825 sf Check with application rate A = 1843 gpd = 1535 @ 50% reduction = 767 sf 1.2 gpd/sf IF FILL MATERIAL IS REQUIRED TO BE PLACED UNDER THE ABSORPTION AREAS (TO KEEP THE DEPTH OF COVER LESS THAN LY TO 2.0') PERCOLATION TESTS WILL BE PERFORMED ON THE FILL MATERIAL. West Area Absorption area = (Q/$);T = (1929/5);20 = 1725 sf ✓ 50% reduction to use infiltrator units = (.50)(1725) = 863 sf Use 3' wide equivalent trench width 863/3' trench width = 287 if of trenches 4 trenches @ 13 units long = 81.25 if per trench (total area = 4x81.25x3 = 975 sf) Check with application rate A = 1925 gpd = 1437 @ 50% reduction = 718 sf 1.2 gpd/sf HORIZONTAL SETBACKS The domestic water supply is provided by means of an infiltration gallery which is located at least 400' away from the clubhouse absorption trenches. The Eagle River is located approximately 320' west of the western absorption trench. The lakes, and irrigation ditches for the golf course are located at least 800 feet north of the eastern absorption trench. West absorption trench, maximum setback = 100 + 8(929/100) = 175' East absorption trench, maximum setback = 100 + 8(843/100) 167.5' Minimum separation between absorption areas = 342.5 If the two absorption areas are separated by a distance of at least 343 feet, none of the horizontal setback requirements for the areas will overlap. Actual Distance Required Distance Eagle River 320' 175' Irrigation Ditch 800, 175' Infiltration Gallery 400' 175' Between East & West Absorption Area j 445' 342' NO 4 < 0 v rn o� N Z O NN O W � a, ca l o' z� 'N "s07 0, Z 0 U W N L n� r1 cn ir Q J Z Z Z _ O (1 v U A COIF UMW - _ GREASE INTERCEPTOR 330 - 5000 GALLON CAPCITIES DIM'A' CLEAR ACCESS OPENINGS -, - - A r- A Ti DIM 'B' i I I ' I I� GROUT BOTH SIDES I I PRECAST DIVIDER i PLAN VIEW SLOT BOTH SIDES 24' RING & COVER LOCKING, AIR & GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES v c . ADJUST TO GRADE no .. o .. I J -- T y _Z INLET f` i 'o i OUTLET r_— — J��------z---------------------- 1---I \ �— 6• I I I I 0 - DIM I I i DIME' ' 0 ELBOW DIM'C' - `r o I I I DIM'C' DIM WATER DEPTH I I 0 L J j GROUT ALL AROUND 1 I SLOT BOTH SIDES J 2/3 LENGTH - U3 LENGTH Clf;q �in95y SECTION VIEW AA Ali< ktT-G{iCr/J f� Ti�AP GALLON CAPACITY 330 510 750 1000 1500 1800 i 2500 ; 3000 3500 ! 5000 MODEL NO. 4 6 3 - G I i 464-GI 4113-GI 4114-GI 4116-GI 4117-GI 6126-GI 16127-GI ! 6157•GI 16187-GI DIM'A' 6•0- i 6'•0- i 11'-0' ! it'-0' 11'-0' 111•0- I 12'-0- ! 12'-0' 15'-0' 18'•0' DIM'B' 4'-0- 4'-0' 4%0' I 4'-0' 4'-0' 4'-0- ! 6--0' i 6'-0' i 6'-0' 6'•0' WATER DEPTH DIM'C' 2'•0- ; 3'-0' 3'-2- T-2- 4'•7' 5'-6' I 4-6' i 5'-6' 5'-4- ! 6'-2- DIM 'D' 2'-2- 3'•2- T-4- 3'-4- 4'.9' i 5'-8' 4'-8- 5'-8' • 5 ' - 6 - 6'-4' DIME' 3'-0' 4'-0' 3'-0' 4'-0' 6'-0' 7'-0' i 6'-0' 7'-0' 7'-0' t T-0- DIM'F' 3'-10' 5'-10' 6'-10' 5'-10' ! 6'•10' 6.10' 6'-10' WEIGHT 10.200 11.850 19,575 22.500 26.100 27,300 33,025 34.450 42.700 63.822 _DESIGN CRITERIA: NOTES: 1 UNIFORM PLUMBING CODE - APPENDIX H - 1, CONCRETE:28 DAY COMPRESSIVE STRENGTH fe - 4500 pal NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY 2• REBAR: ASTM A-615 GRADE60 X x 1c = MESH: ASTM A-185 GRADE 65 PER PEAK HOURS HATE TIME FACTOR IN GALLONS 4. DESIGN: ACI-318-83 BUILDING CODE ASTM C-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' S. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO 6. FILL W CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 8. GRAY WATER ONLY. BLACK WATER SWILL BE CARRIED BY Colorado Division SEPARATE SIDE SEWER Copyright 1992 ISSUE: AUGUST, 1992 p(J Nj P VAULT- U-ni r � YANIFaID PIPE� � TOIM PIPE ASSORPMON FROM sync TAW � GRAVEL DER/ AROUND MANIFOLD E ,I TO pftOV1DE 5TABLJF-. LEVEL. per- % TO ABSORPTION 1ftENCHES SPUTTER PIPE DETAIL ' 11 11 11 11 � II 11 11 11 11 u • 3 COMPACTED 3/4' SCREENED ROCK ^'stir: .— a•e' : ;•i~ _ •-��•,o�•�� is '•o.:}•. r 'a•.• 1 1 NOTES: 1. END PLUG Not CEO 3. 4' PVC PIPE 4. (2) 22-1/2" ELBOWS 5. BACIMLL do COMPACT TO SPECIFICATIONS 6. BELL TYPE PLUG. WHERE REQUIRED 7. WYE WITH 45' ELBOW (ALL BELL FITTINGS) H. SEWER UNE, SEE PLAN FOR SIZE SEWER CLEANOUT DETAIL NTS f _• d• O• • O a Q pp • �f �� •fit nw OL O O - � •p1 O s 7 Oii ✓ Y t.0 00 .iO .0 "o -O qoc Q o g 0 • Q �� D O '� E a O° ; O C O• ` v Z v O r •-o� o C • �, E r �� z S • 2 c 00 0 otcrccz o cE�- �opoa�^L ou00v-C 7 v °°oD• cx p0«a09Z�tE�uSvo °Lo00..0 a`o p O E.� u 60.2 •� � V O �' 7 W o f • 07� > ;�. .o, o o`= ca o 0 0 0 0%o E • c o a r o c c c o o>c _ vo oc0oo�E o ~s3vv a °o oc =v; f ^�c o rn u'C oC C"o o -0 E oc o -°o-E 0 °'o v a o oae oan in In °D uo--= � 00Oa � ° p 0 o o o QZ ^ O C oTi O o O C 0�= u^� VC, w1 o O IL) 0 0 0 o -.°,v o v o c c v o° v a„ n ° p� 0 3 ^� o vv XM o 0 - -C C- ^ 'ov _oo wo co oo L K n CEO S -:2 c E° O 0 it in m 0 -- te e -c o G o o u m o 0. a 1I v? a x 0 ^� o v o `o o o; •� c c- o`v o o y o 3 u U V 0 on_ �00 0� uUo a O?7L?+Cc O:%] a E -C .0 EncLio c' rn'o''E vcO OLD a nv EC C��Emx 'o o� oC��`pcL�.E°SEE >°,:Exgn am Eo > O>E`E^a �."o. V.c v6."-moaE_, oo�ono- Eu }t-- = � .. U U O_ o O n O L •O 1 .. 3 o O L c m �- w c 3 Q� 3 C C ^ O O O• ` O C t m an u°�—� E� 0E`oo° cv °co��o u o L'a`_' Ego a E c o 0 01-o o v v E L' o oa o °L w^ o vL o o D a E°03 �� c� EEC a°ioo�Lv°'°,c`E3"i� v s o 0 0 a�v 3� �•C n° �L o ;, 3 �o v E o` = u c� o 0 0 �5�� "o o° o c 3 O 7 n 3° 07rOvL m p; a0 °sro- a—`w nomo-."r EE..n 3 cn LLJ W N 0 � n � Z W W V I- ° D ~ � 7 O C A a o n c vJ ° 0 av 0 t 0 m Q 0 _. a C co o O c c r U co - > O • -, 0 n= �t aE Kpc �c E O E a c o a, y .. O D n C n •O No O CIO. oK of , o o 0 a W . N O O D o O 0 A c u o 0 _ U = o� O ^ a D 4 no oc oa x 00 U '- U U N h ILL C ^ c O 0 0 m a ° ~ 0 a ° v v m c o C w v 0 0= - ` o _ � E -0 1 E o+ -0 o _ 0.5 0 i, 7 U° ID U ^ C E O fir U o r �c o ° c O Wso LJ .O_ L .Y Q• o CY Q o- c .c a w o -0 IV c r O� ° -'�- O >L 0 U U O U > uCr.0 c E c o E a a � in �� m In W C O- E CO O. c o L.L- O o E° C, E p 0.�c to nw o .� o �.= •o .D � u v _ v O E O O O o O o o L w a a IL c°�- a a" m ii a c a O1 v J c d 0 9- +V V N o c ° o O C O - 0 C as U w C c E 0 E oa ° ` t -rjW .^'� �c _r .O Or)C0. o` ai a� fO Q a o � orn >.^ 7E U ►. ` Ea nE�° U �D O0- O.O 0 a� ucc0. E m m—a o o- i- o o(7D U 0 cV. °_ c 7 = 0 O .o n U o V c c o `O-c _ o oCn C D � W •� _.00 W EOD 2-0c c2.0 a ^ C O 0_Q n.. .r Ln cry i .e ry)sed ly us ist. TO 103331927E3390 P.01 AUG-06 1993 17 : t s FPr" HUNT I NGDON CHEN—N0RThFP.N Chen Northern, lnc August 3, 1993 Mr. Fred Green c/o R.J.M. tS O Bo I KAn Corlsuftinj) Frlgioutra and Sc *nUsW 1154 Springs, ColoradDS1601 458 w3 Fammae _. R Vail, CO 81659-1640 Subject: Subsoil Study for Three Proposed Tunnels and Proposed bond, Eagle Springs Golf Club, Near Wolcotx Colorado Job No. 4 495 93 Gentlemen: Post -it"' brand fax transmittal memo 74371 # 01 ga9ft ► T �^� �f ev- From Ca Ca Dept. PtHMM 8 Faun* - t/ Fax As requested, Chen -Northern, Inca performed a subsoil study for three tunnels and a pond to be constructed at the subject site. The study was conducted in accordance with our Agreement for Geotechnical -Engineering, Services to you, dated July 17, 1992, The data obtained and our recommendations'based on the proposed construction and subsurface conditions encountered are presented in this report. Clete -Northern, Inc. previously performed subsurface exploration for development of a gravel pit at the site and presented our findings in a report dated limber 22, 1992, Job No. 4 205 93. Proposed Constmc_:1 Qn_: Three tunnels are proposed as underpasses beneath the Denver and Rio Grande WesternRailroad which crosses the site. Two of the proposed tunnels will be 13 feet in diameter and the third will be 9 feet in diameter and they will be bored beneath the tracks Without disrupting rail traffic. The tunnels will be constructed to allow golf carts and construction equipment to ass beneath the railroad and access the eastern portion of the proposed golf course. the tunnels will be metal arch construction designed with at least 5 feet of cover between the top of the tunnels and the railroad track and will need to support live loads from the tail traffic designated as Cooper MO. A pond is proposed near the middle of the property about 275 feet east of the railroad track. The maximum depth of the pond is expected to be about 8 feet. Site Conditions_: The site of the proposed golf course is currently vacant pasture and hay field located on the east side of the Eagle River about VA miles southeast of Wolcott, Colorado. Most of the site is 10 to 20 feet higher in elevation than the rives. The terrain in the western portion of the site, adjacent the Eagle River, is relatively flat with a slight slope down toward the southwest. The ground surface becomes moderately steep to steep and hilly in the northern and eastern portions of the property. Vegetation consists of predominately cottonwood trees and willow brush along the river banks, grass and weeds in the central portion of the site and scattered juniper and oak trees in the steeper terrain along the north and east property boundaries. Two steep sided ephemeral drainages are located near the northeast property comer. Several shallow irrigation ditches cross the hay field and pasture areas. The drainages and ditches were dry at the time of our field work. \ A m.:mLrr of O'j'Fl iIt gt'-.up n �,IG-06-1993 16:42- 303 945 2363 P.01 v.- Mr, Fred Green August 3, 1993 Page 2 - - subsurface Conditions: The subsurface conditions at the site were evaluated by excavating four exploratory pits at the three tunnel locations and one pit at the proposed pond location. The pit locations are shown on Fig. 1. The logs of the pits are presented on Fig. 2, The subsoils encountered, below about 1 foot of topsoil, generally consist of a variable depth of silty, sandy clay overlying dense silty to slightly silty, sandy gravel with cobbles and boulders. The depth of clay soil encountered in the pits ranges from about 1 to about 101/2 feet. The dense gravels were encountered to the full depths of exploration, 14 to 171/2 Feet. Results of a gradation analysis performed on a sample of sandy gravel and cobbles (minus 8-inch fraction) obtained from the pits are presented on Pig. 3. The Laboratory testing is summarized on Table 1. No free water was observed in the pits at the time of excavation. Design RRainmend-ations:�D-ifilcult excavation conditions will likely be encountered at the locations of the proposed tunnel bores, especially the middle bore. We anticipate the dense gravels will be encountered at the tunnel bore. The gravel subsoils are dense, cohesionless and =y contain boulders to several feet in diameter. Caving at the face of the boring machine is likely. Chemical grouting can be employed in advance of the tunnel borer to provide short terns stability of the gravel soils and reduce the risk of caving. The grouting should be performed by contractors experienced in tunnel bore grouting procedures. The upper clay soils are generally stiff and cohesive and will probably be less prone to caving than the underlying gravel soils. The sandy clay soils Encountered to depths of 8 feet in .Pit 3 and 101h feet in Pit 5 have an esttimated total unit weight of about 115 pcf. We expect the gravel soils will have a total unit weight of about 140 pcf, The gravel sails are relatively incompressible and will have an allowable bearing capacity of 5000 psf. We recommend the base of all tunnels be founded in the gravel. Lateral earth pressures can be wmputed on the basis of an equivalent fluid unit weight of 50 pcf for the clay soils and 40 pcf for the gravel soils. The excavation for the proposed pond is assumed to have a maximum depth of 8 feet. At this depth we expect the bottom of the pond will be in the silty, sandy clay soils. Biased on the laboratory test results and our experience with similar soils, we feel that construction of the pond is feasible provided the pond bottom remains in the upper clay soils. To reduce seepage losses through the on -site clay soil, we recommend the pond bottom and sides be scarified to a depth of 8 inches, the soil moisture adjusted to near optimum compacted to 95 % of standard Proctor density. Limitations: This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until further excavation is performed. If during constructions, fill, soil, rock or water Che>l Nodhem,fm UUnauhuluEngmeersamBaeCQU \'.IJG-06-1993 16:43 303 945 2363 P. 02 Mr. Fred Green August 3, 1993 Page 3 conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and testing of the compacted pond subgrade by a representative of the soil engineer. Sincerely, CIS--NORT N, INC. ��1tr,�► llrr+rr.��,,.. w s Thomas L. Allen, P.E.y � 2830I p� Reviewed Hy: DHA ��r�°��c•**.*p.•�'e�`�� TLAirh Attachment 1'4JG-06-1993 16:43 Gtmsult-gEngmaerseod $Ciu,Aism 30-7 945 2363 P . 03 r 16:44 303 945 2363 P.04 DEPTH - FEET a Q N 00 En It t.0 i E It � U 'Tr N O t 4C!7 �.�/ e= � CLOD - - It CD %In L.Cicn�" - ii O 1:1 it O ■ ' + t co m tJ') CD i- ai1pAR�L�lrA1a..4•q • V 4 4'v7 • s e:•7 J Q'CV -i- t r-� IV 0. •..L� d r N wCQ p p Lu. 1 I I I I I.I 11 I I i I i I 1 DEPTH - EEET 4 495 �3 Chi'#iNC,�-theTrl,IIC Logs of Exploratory Pits Fig- 2 °t_IG-06-1993 16:44 303 945 2363 P.65 LEGEND: Topsoil; sandy clay, stiff, slightly mo st, dark brown, organic. - Clay (CL); sandy, silty; stiff, slightly moist, brown, medium plasticity. �Gravel (GC); sandy, clayey, with cobbles, dense, slightly moist, brown. a' .Q Gravel (GP); sandy, slightly silty, cobbles and boulders. dense to very dense, moist, mixed browns. Disturbed bulk sample.. NOTES: i. Exploration pits were excavated on July 17 and July 19, 1993. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of Exploratory pits were not measured and logs of exploratory its are drawn to depth. P Y U 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual- 6- No free water was encountered in the pits at the time of excavation. fluctuations j in water level may occur with time. ({ 7. Laboratory Testing Results: WC = Water Content (�) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL =liquid Limit (%) Pl = Plasticity Index (%) 4 495 93 I (-'h& 0N1 orthern,1nc j Legend and Notes �q-06-199s 16:44 Fig. 3 P.06 H+JU-kJrJ-177J 1 i - G'J f'ICUI'I � ttJly 11I'iUL'UI`1 +_nCi v'?vUt� � n�r:.+r i u 1 JJJJ1 lCVJJJJ + . Clu N s-� E-i a rls I i>1i r+ u v I O Gi E� ..a O A eJ � A i F "L 4 V vdi O G-06-1993 16:45 303 945 2363 P . 08 4 r9ENc+4E-s, 619.151 LOU& N. SYSTEM t ("517 E-)iZ 13' 4— As - (?>uv(,:r 1 N Fo CLEANi /kl.C_ in+, WAY .To S. SYSTEM (1 91.25 F`r Lc,N6- INFILTRATORS /�so ooer�-�s CLEAN OUT i C, 50 4T 13' mlTk ELEC. VAULT y- O Co, C.o 25eP 6-4G tic, Zsvo 6A-u-. so:)7C DAVIS EXCAVCTING 7-19-94 EAGLE SPGS. CLUB HOUSE JOB NAME `-'� b�CU � �V6 \� �J�� *- btc� "-1 Sty JOB NO. OB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED AJ G S bof2 Is JOB COST SUMMARY � TOTAL SELLING PRICE TOTAL MATERIAL 0 /6� l V l � yj / ` TOTAL LABOR INSURANCE ! - SALES TAX JOB FOLDER Product 277 �© NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 J x q -7 s �r JOB FOLDER L7AK - ,s t. EAGLE SPRINGS GOLF COURSE- uRur,��, RIBA � 29 1 EAGLE ' COUNTY, COLORADO \ EAST ABS ORPTION AREA j CLUE HOUSE 8c PARKING LOT AREA _ — ��. M 1. GENERAL NOTES ! t FIELD TEE BOX -- - _ DATE OF SURVEY: APRIL 20, 1994 io28 32 - f BASIS OF ELEVATION IS ON SITE SURVEY CONTROL. -- i. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGALICTION FL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS - - - - - Fus / FIELD TEE BOX - - r -- _ — - ---,— - AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS — �Z4.5 FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. Z�✓" - -- ' - - _- - __ FIELD TEE BOX A -- - .� r ER TR CH 08 5' ONG. GRAPHIC SCALE WF,,gT ABSORPTION AREA ALPINE SHEET ( IN FEET) 1 inch = 20 ft l _ _ OF ? CONTOUR INTERVAL = 2' ENGINEERING I t EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS, COLORADO 81632 D\l\30X42A.DWG [�c2< Od0'0.0' 02/04/93 S""`' acv—aaia t AAA MZO—JJ'JU • JO8f/ 00000 k CD t INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATIONSITE. PERMIT NO. 2171-02 BP NO. 14054 OWNER: WOLCOTT PARTNERS, C/O BRYAN MORRISON PHONE: 970-629-4402 MAILING ADDRESS: P.O. DRAWER D, EDWARDS, CO 81632 APPLICANT: GLENN PALMER, ALPINE ENGINEERING PHONE: 970-926-3373 SYSTEM LOCATION: 28521 HIGHWAY 6, WOLCOTT, CO 81655 TAX PARCEL NO. 1941-234-00-016 LICENSED INSTALLER: DAVIS EXCAVATING LICENSE NO.2 — 0 2PHONE: 9 2 6- 37 8 8 DESIGN ENGINEER: ALPINE ENGINEERING, GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM.REQUIREMENTS FOR THE GOLF COURSE CADDY FACILITY 750 GALLON SEPTIC TANK, 682 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 22 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED FEBRUARY 19, 2002, WITI4 A CLEANOUT BETWEEN THE TANK AND THE BUILDING AND INSPECTION PORTALS IN EACH TRENCH. FENCE OFF THE EXISTING LEACH FIELD TO PREVENT DAMAGE TO IT DURING THE CON- STRUCTION OF THE NEW FIELD. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN EN- GINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL '�- DATE: FEBRUARY 25, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 682 SQUAREFEET(VIA 22 INFILTRATOR TNTTS, AS PER T)F.STCN ) INSTALLED CONCRETE. SEPTIC TANK: 1000 GALLONS IS LOCATED 90 DEGREES AND 17 FEET 9 INCHES FROM THE NORTH SIDE OF THE CADDY HUT FOUNDATION. COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON AND THE DEST N ENGTNEER nN 4-2-02 THE ENGINEER'S FINAL CERTTFTCATTON AND AS—RTTTT,T DRAWTNc wF.RF. RECEIVED ON MAY 15 2002 ANY ITEM NOT MEETING REQUIREMENTS W B E B O FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROV DATE: MAY 16, 2002 • ♦..>_t: .lam `.�/ . ISDS Permit- o Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: WOUGOTT FAA-TOEFS MAILING ADDRESS: V101 MWARAMMEW APPLICANT/CONTACT PERSON: &`LeP)U P4LJ4C12 PHONE: LICENSED SYSTEMS CONTRACTOR: QurA_!� ADDRESS: PHONE: ZG " 77 PERMIT APPLICATION IS FOR: (x) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: SEE A- TAC-rt'EV Parcel Number: Ll:gI - d-AL/- d() -6/(o Lot size: Z0-74C, JM p (p Physical Address:_2 m ILIE5 EA t OP woLfOir pN N161r1-1AY (o. BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms Commercial / Industrial* Type GGuf3H�vsE rwcay�lrl�i4T�,� TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface Q Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: OA�..� DATE: ***************************************J************************************ AMOUNT PAID • J� RECEIPT# 11! DATE: �'� c� CHECK # �;L i CASHIER:— J-mac DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: February 25, 2002 TO: Davis Excavating FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit No.2171-02. Tax Parcel # 1941-234-00-016. Property Location: 28521 Highway 6, Wolcott, CO., Eagle Springs Golf Course Caddy Shack. Enclosed is your ISDS Permit No. 2171-02 and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. Due to the onset of inclement weather, Eagle County will not perform final inspections after December 1, 2001. All field work will resume, weather permitting, on March 15, 2002. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Alpine Engineering, Glenn Palmer OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO May 16, 2002 Wolcott Partners c/o Bryan Morrison P.O. Drawer D Edwards, CO 81632 . Raymond P. Merry, REHS Director RE: Final of ISDS Permit 92171-02, Tax Parcel #1941-234-00-016. Property location: 28521 Highway 6, Wolcott, CO. Dear Mr. Morrison: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, r k... Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 ISDs Permit # �-- �� - o Z Date I3DS Final InaRection— QaMletenesg Form '= Tank is moo gal. Tank Material COP Q Tank is located 11 �� f t . and degrees fr ` #4 _---- Tank is located ft. and degrees from (pezomem IMAM]*) e,5 Tank set level. Tank lids within 8" of finished grade. Size of field _ft2 2- units lineal ft. Technology To 1�- i 1t oT JL Cleanout is installed in between tank and house(+ 1/100ft). f There is a "T" that goes down 14 itches in the inlet and outlet of_the.tank:_ `-- Inlet . and outlet is sealed with tar -,tape,- rubber gasket etc. -� Tstnk.;has two .compartments with the.JlaFger .,.cp partmeat closest to the house. :I ahure di.stanee and relative direptig.a. Gofield; Depth of field. ft. ~/'soil interface raked. Q Inspection portals at the.end of each trench..: Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) Type of pipe used for building sewer line , leach field Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement Were suggested. ACTION TAKEN: p# Pau -� q, setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch - Fie d 100 25 20 10 50 25 10 10 50 10 5 10 50 10 * 10 EAGLE- E61iRTY--Ei3 ; i EAL-TH P.O. BOX 179 EAGLE, CO 81631 MUOUC12041(&no 511een) ZUy-I(YiWW(// /®RIC..V/etell,Muf.07111. 10 mms YMUNe IULL IX[t"UU-ZZ"JOV JOB SHEET NO. CALCULATED BY OF, DATE CHECKED BY �/ se ri DATE 2 O mp!j is ud un:1ep hLrint tnulnLLKINU zj-tUzjeb j"1j ENGINEERING INC t1k{pine Engineering, inc./P.a. Box 97/Edwards, Colorado/81632/970-926-3373/FA: 970-9245-3390 ;` V4:� -FA, 5-1'5 --/5 7 L FACSIMILE TRANSMISSION 9�P ov, 140 54 l,i,4 A*:'\ to&t 0,11T V 2i71-Dz P.1 ''DATE-. 1JO$ Tl LE: a NamA; Nome: Name: Company ACcC, _fp ��` �f/`l - Campany ra�tip/6S Cornpnny Fax. ra w Name: Fax: Nome: Company. 1 Fax: Company. Fax: Company. Fax: Number of pages (including cover sheet) IF R PY4 - lu q tti'f REMARKS: rt -r i.f. cr r .. e ` - i, MI-1w—'i=— i ir•r rr.4�Mm Tr,.rr,rl r r` i Ik1Tkl rk111 I.--. T.I nazi to uc un: 1cp tlL-rlllt tl1L+11lttKllll3 a-ruZJGd..J ld P. j • 011-33119,24 @3: 33 970-926-37-0 DAVIS PAGE 02 '. +in.$i r''� i ci'i3 i .. a cii m- ' 1 1 I 4 -- ... __ i7 r 7 .. .. • _ f .� 621611 pa qe- Z r 22'6" A-1 j 40 DRAIN Box : CY HUT I ! DRAIN 0A i 1 i nnrr.� +7a,j in uc ua.1ep HLVint tnUsMLLKtnU H-tu8eeaa*/a p..4 01/03/1994 ®3,33 970-926-3718 DAVIS PAGE 03 all s y 918H T // a 851 771 - � - head #i O6 + s i 1 1 pureme F !!! I � 1 i Mir t'7rii" * out ; to but curb vaivue I LEI! Ma;'n 'Q I 4 ;'iie i"i5i i aiii ntos hone, electric tric water, all in sme { SI - J —J/I F VT-� � Y �� r �, ?? � ixl# Sr .ti''�a�r . ",+�j e {��4 � t�r."� `S�'r � � +-.. #► �.� f��' � 1 a: p We 1e iit� rY. -. +„ • �h-.. <:� J ; _ ester. �yY Y r tt1 �J- _ r - ✓I A �- _ P+$ s ric r ♦ r' 2"_" � �. -� n41 _.' ( A 3 l .. r �' }jail �• � ^ip,��i! ri J.nA b}-a r!. e. G .!. i•S: i ..: d ly ce _- -. *+?. ti •lam i �"'�'�� ♦ �^ � i c�... .�� *�A , — ' t ` k aw. EAGLE SPRINGS GOLF CLUB Near Wolcott, Eagle County, Colorado SEPTIC SYSTEM DESIGN CLUBHOUSE REVISION February 2002 Prepared for: Wolcott Partners P.O. Box D Edwards, Co 81632 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, Co 81632 (970) 926-3373 INTRODUCTION The Eagle Springs Golf Course was constructed during the summer of 1994. Included in the construction was a clubhouse, which has food service facilities, toilets, and showers. Two septic systems for the clubhouse were constructed, which were estimated to be of approximately equal flow of 1,843 gpd (northeast) and 1929 gpd (southwest). The fields were separated as necessary so that horizontal setbacks from each field would .not overlap. The original ISDS (septic system) application and septic system design included the sewage generation for golfers, spouses, guests, employees, dinner staff, etc. No change to the use (number of employees, guests, golfers, etc.) is proposed. Currently, the caddies have an office in the basement of the clubhouse. Experience has shown that it is awkward to contact and arrange for the caddies `to meet the' golfers who want to have a caddie (because they are in the basement of the club). It is proposed to construct a new building next to the clubhouse which would house the caddies, and construct a starter but next to the club to make arrangements for golfers to have caddies. These caddies are currently in the basement of the club, and are just to be moved outside to a more convenient location for golf course operations. The caddie but is to have a kitchen sink (mostly for a coffee machine), restrooms and showers. The starter but will not have any water or sewer service. The starter person will use the restroom and lavatory in the clubhouse, the same as he/she does now. It was originally proposed to connect the septic system for the new caddy but to a new septic tank, and connect to the existing absorption trenches, with the assumption that only minor, if any modifications would need to be made to the existing septic system because NO CHANGE in use is proposed. However, the existing clubhouse septic system is split in two systems: 2 septic tanks and two fields. The field near the new caddy but is just the greywater from the building (food service waste). Restrooms, showers, etc. go to the other field. Since the new caddie but is to have restrooms and showers, it is proposed to construct a new separate septic system (septic tank and absorption trench) adjacent to the existing field. Thus, the sewage flow to the existing 2 fields will be reduced by the amount of flow that goes to the new field. Horizontal setbacks were checked for the new (proposed) scheme, and do not overlap. The water supply for the clubhouse is from an infiltration gallery in the Eagle River, approximately 600 feet from the club. The water supply treatment was reviewed and approved by the Colorado Department of Health, and is operated by a certified operator (who also submits monitoring information periodically to the state). SOIL PROFILE HOLE Numerous test holes and soil profile holes were dug at the site during the 1994 construction. A water well was dug approximately 100' from the clubhouse building which provided evidence that a clayey layer 1 to 4' deep overlays a 38' to 45' deep silty, sandy gravel layer. Mancos shale exists below the gravelly layer, at about 38' deep. Groundwater levels do not appear to fluctuate within 10 to 12' of the surface. FLOW QUANTITY Proposed Caddie Hut Toilet: 20 people x 3 toilet flushes/day x 2 gallon/flush = Shower: 4 people x 9 min/shower x 3 gpm = Kitchen Sink: 20 breakfast + 20 lunches x 1.5 gal/meal = Hand wash: 20 people x 3 uses x'/z gallon = Total Peak Flow 316 x 150% Septic Tank = 474 gallons (30/24) _ (standard size = 750 gallons) Absorption Area 474 gpd = 592 SF x 43% reduction = 337 SF .8gpd/sf 337 sf @ 15.5 sf = 21.74 units (use 22units) unit 120 gallons 106 gallons 60 gallons 30 gallons 316 gpd 474 gpd 600 gallons Horizontal Setbacks The southwest Clubhouse field has kitchen grey water from the Clubhouse; the northwest field has showers, toilets and cart wash. Existing Club Proposed Caddie Hut Net Result Southeast Field: 1843 gallons + 474 gallons = 2317 gpd no change Northwest Field: 1929 gallons - 474 gallons = 1455 gpd no change Separation Between Fields 100 + 8 (1317/100) = 205 100 + 8 (455/100) = 136.5 342' required Actual = 460' separation OK 1. A 5' setback from the septic tank to the building is required. 2. A 20' setback from the field to the building is required. ■ The domestic water supply is provided by means of an infiltration gallery which is located at least 400' away from the clubhouse absorption trenches. ■ The Eagle River is located approximately 320' west of the western absorption trench. ■ The lakes and irrigation ditches for the golf course are located at least 800 feet north of the eastern absorption trench. Northwest absorption trench, maximum setback = 205' Southeast absorption trench, maximum setback = 137' 342' If the two absorption areas are separated by a distance of at least 343 feet, none of the horizontal setback requirements for the areas will overlap. Actual Distance Required Distance Eagle River 320' 137/205' Irrigation Ditch 800' 137/205' Infiltration Gallery 600' 137/205 Between East & West Absorption Fields 430' 342' PERCOLATION TESTS (performed in 1994) NOTE: The percolation test were performed in the gravelly layer, approximately 2 to 3' below the grand surface MINUTES HOLE #1 HOLE #2 HOLE #3 0 .89 FEET 0.73 FEET 1.01 FEET 10 0.93 FEET 0.79 FEET 1.06 FEET 20 0.98 FEET 0.85 FEET 1.11 FEET 30 1.02 FEET 0.93 FEET 1.16 FEET 40 1.07 FEET 1.01 FEET 1.20 FEET 50 1.12 FEET 1.07 FEET 1.24 FEET 60 1.16 FEET 1.12 FEET 1.28 FEET LAST 20 MIN 20 MIN/IN 17 MIN/IN 21 MIN/IN LAST 30 MIN 18 MIN/IN 16 MIN/IN 21 MIN/IN Average Perc Rate = 18 min/in USE 20 MIN/INCH MINUTES HOLE #1 HOLE #2 HOLE #3 0 .82 FEET 1.01 FEET .75 FEET 10 .87 FEET 1.06 FEET .79 FEET 20 .91FEET 1.10 FEET .84FEET 30 .96FEET 1.16 FEET .88 FEET 40 1.01FEET 1.20 FEET .93 FEET 50 1.05 FEET 1.26 FEET .98 FEET 60 1.09 FEET 1.31 FEET 1.02 FEET LAST 10 MIN 20 MIN/IN 17 MIN/IN 21 MIN/IN LAST 30 MIN 19 MIN/IN 16 MIN/IN 18 MIN/IN Average Perc Rate = 18 min/in USE 20 MIN/IN LAND DESCRIPTION A parcel of land located in Tracts 55, 56 and 57 and Sections 14, 23 and 24 all in Township 4 South, Range 83 West of the Sixth Principal Meridian, Eagle County, Colorado, according to the Independent Resurvey of said Township 4 South Range 83 West, as approved by the U.S: Surveyor General's Office in Denver, Colorado, June 20, 1992 and being more particularly described as follows: The point of beginning being at angle point no. 1 of said Tract 55, thence SOO°04'09"W along the East line of said Tract 55 a distance of 2632.50 feet to angle point no. 4 of said Tract 55, said point also being on the North line of said Tract 56; thence S89°56'23" along the North line of said Tract 56 a distance of 1323.76 feet to angle point no. 1 of said Tract 56: thence SOO' I I' 10"W along the East line of said Tract 56 a distance of 1317.35 feet to angle point no. 2 of said Tract 57' thence S89° 51'20"E along the North line of said Tract 57 a distance of 1323.90 feet to angle point no. 1 of said Tract 57; thence SOO' 16' 14"W along the East line of said Tract 57 a distance of 1317.42 feet to a point; thence N89° 58'37"W a distance of 1319.56 feet .to angle point no. 3 of said Tract 57; said point being angle point no. 4 of said Tract 56; thence 89' 58'37"W along the south line of said Tract 56 a distance of 400.00 feet to a point; thence NOW 04'55"E on a line parallel to the East line of said Tract 56 to the centerline of the Eagle River; thence northwesterly along the centerline of the Eagle River through said Tracts 56 and 55 to a point on the North line of said Tract 55; thence N89° 59'52"E along the North line of said Tract 55 to the point of beginning; EXECPING THEREFROM the right-of-way of the Denver and Rio Grande Western Railroad AND the right-of-way of U.S. Highway 6. X X 21 71 -02 Tax #1 941-234-00-01 6 JOB NAME_ 28521 Hwy 6 WOLCOTT PARTNERS Wolcott CADDY SHACK AT WnT-OnMM cnD7mi-o n.,Y, JOB NO. P / Ly U -7: 0/ 0 , 15 - 0 7 -39 g7 BILL TO DATE STARTED C DATE itOMILETED DATE BILLED -411 L Y"2 vi, �--&je-p f T -s ,T� P Gs,�'_ ' c N 7-4 -72- r to 1z, IC All'),; A) - Item .- :� r � � ems' �-�� /��'�; � •/ , � `` ,�� S . �� s JOB COST SUMMARY .n TOTAL SELLING PRICE _>-C'— 10 /?-� ti ��%�' C��i� (�r a c �� CJ� TOTAL MATERIAL �- TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 p. 1. JOB FOLDER NYC � a �!.•,. �. �M. �- +, t� Printed In U.S.A. .. - i Jr- o - - 17. The Owner must realize an onsite sewage disposal system is considerably different from public . fI i III(, x n F _ sewer services. The Owner must be aware of and assume the responsibility for continued W1I11ll1I11I1111111IIlltlll v o ro _ m 1 I ` '-. �1 L: r -!- 1 + _1 - maintenance of the system, We recommend the pumping of the septic tanks at the end of the first Z M�° t;4= I -t1-� r � " 1� _t4F_�E --1 i _� - PROPOSED GRADING AND DRAINAGE . t _ - -- ' 1 i , I L i 1{ I t E :: IIIt P i .ram ----- ---- --1 are s year of use to monitor sludge accumulation and a minimum of rivo years aftencard There a al o a TRH- 1 (-118SORFf10M 1 I .- a :'--------- ------ ----- 1 o - F t----i > F } t -t~ -- ; i j ;LOOSE Fp1-; r - '; -+ != F .� k3. Instatk infiltrator system per manufacturer recommendations and Eagle County Health Department daily considerations; such as riot putting plastic or other non -biodegradable material down the • r, r -r I +. ,ram:_ t t -* ii---i1"77 1-1 - i ?'-a y t 1 _ - 1 PROPo® LEACH IFE7 D 1 SCALE : o 0 rn . t I- t = I --t -�-1 {{ t-OVER? 1R�NT1 1-_t i ��+�+ F 1 1 requirements. se�+a�,e disposal system: Also, water used must be carefully monitored so toilets are not allow t Z o x t I �___ .I 1--r t k - ! r , I 2 ROti3 AT t3d.7S,LNFT. _ _ - - < - - t I ?SUPPLY L�IEt .,�.It"-i"- 1., {---� I t--� I t- 'ir=l�� ,_ 1, ; ( f , t GENERAL NOTES run +then seats malfunction. To illustrate the int, it should be noted that a running toilet +voutd z�� I r ! ' 1 ` - 11 ? �I `-I j 1- I � H f I t , FIELD AesoRPT1oN TRo+asFs Pot:rArs 1 Po `? r 12 rf=i (_ _ i t f IOA1LEACH WLIRAIM � 4 �? 1 14. Do not begin any sewer construction prior to notification of Alpine En,ineerin,_ lnc., Glenn , consume in excess of 1000 gallons per day if allowed to run. Excessive loadin, (such a5 from �o -If -� '? I I I � ` • f I 1 1. Contact Al ine Engineering, Inc. at least 43-hours prior to installing an se tic sc�stem Palmer 970-926-3373. The septic system is also to be inspected b Alpine Engineering, Inc.Prior o III III W �, 0 ff- 1 1., T, t,.._.,! k�- 1{ , -� I p p y p P P y P runn_ ins toikets) will flood and irrevocably harm the system and stress the onsite ►+-ell. ,,, i ;,-, '1=.{�1 I I l Mr��s'-? ` -'- I - t 1 --- -- --- --- 1 1 im rovement: to backfill; contact them for this purpose as well. ------------- _ W '�'v� r-' I 1- 1 ,' t" I PROPS I � I - p - IIIINlI IIII Z o 1•�^! tom? - - --+- t t -t ;' , ; I - k .19. Provide minimum 10' separation between water and sewer lines. Or encase per Colorado 2- Q,''', ram, !✓ i t i ,± 4 1 I I 7. Compact sewer trenches to 903o standard proctor densi or roils engineer's ►6. 1VC recommend that the Absorption field be seeded after installation of the subsurface disposa P Depa ent of Health regulations. m lo ? .' I;r- ;.tr „�Ir, �1 I t I1�?1_r 1 1 O . r-i = _,,:- , =1,,- , -.,1- ;I_ 'F-i.,�,r�- , -,,( r ; 1 recommendations. System. A mood native grass cover witk promote e+•apotra piration from the field. �4'e recommend - <1 (Ao� 4 �( I I 1 ' t ed mix such as a f oothills, Pasture or Prairi • Ix available at local feed and seed stores I11111, Z � a, / / ON 1 -_ t I t I I - using a se - do automatic -0. Provide t++ ties to sewer cteanouts, septic tank, and absorption trench corners as required by < O ' a.0' 1s' i 1s' rO ► r i I 1 4. Providt fistrs on septi tanks to finish grade_ / g III 1.5 TWO jCOMPARTMEN ; �.= I I r f These mixes do not require irri anon and develop �ro+vth (0 to 1� ruches high. Eagle County for as -bunts. W o rn 1 _ 1 I I I u o n, sprinkler system should be installed above the posal field. • ?r+a =, ' TANK CONNECTED TO I I t----- _ p -- - j' LEACH FIELD I \ ` t L j - '5. Comply c+ith all Each County- Ind CotorIIdo Department of health re-ulations re__ardin� On IE� � PROPOSED_ �I �' - ' I ; 1 { I syst>zm installation, l�rr,a.) -; 7038 2Ae9oaat4N�iRENC11fs 7038 - - ; 4 t j� [ I , I I I \ .1 / I , 1 l �� - NFLIRATOR UNrIS N LEACH FIELD r 1 f _ _` _--___ ----- � 1 '^ ;= { -_ _ - " ►i- --i 6. ,Provide inspection portals peS Eagle County regulations. i /" t� � � 7ION V / . PROPOSED L - ----- - - i , ( 10011 / �` PORTAIs NOT TO SCALE - - ------__ �-' 4' PVC I I -" ,` 0) PROP6SED f I PROPOSED t i 7. Provide Min+mum S' horizauat distance bet+vean trees arid sewer lines and septic tanks. I = 35.5 �-- I - _y I2"AGRIDRAIN HOSE E>>B/ I 1 `. - 1+,` 11 1 ! • 7040 Rp36.2 j'- 1. I 9. Provide` minimum corer arid 2% tp*inimum lope frog building to septic,tank.. 4PRoSED ��' INV= 35.5 = Q r _ , � ,_ / ` ; I 1 � I E 10. Provi,�e cleanouts a1 bends. t 1 I , 37.2 XNINO � -F [ ' ^ '' _: t n % I 1 I . Viewer lint to be>'et 5 DR 3 F'dG � Q Q V / - �� [ ! 1 FIELD v \ �` I ,+ / _ 1 INSTALL LINE AT tk 1 I 'fir t 1 t 1.07� YW. SLOPE -_ W RADIUS Y MUT I i s ' � iR� ' 1 T:T N.ET 1 I 1_- Provide 6' mjtiimum between, walls 1.5 MD& COVER -- J I `s t - 8.00' ARt#�E I Rlwas oo ; O' 1 , , - , t3EY0ND TANK _ ' -7038. Rl-uzo t \ INV- 35. 5 � '' ' 1 ' APPROXIMATE AREA1 ," A 2 r- - s, COMMON PROPOSED , '�° f ' / - _ " . �1, PHONE : TREAICFF' 12•At iDR/ItN - of EXISTING LEAC}Y i - 71tvu ((� m E - -` VIDE 3' 6qN. SEPARATION RN 0&2 - ♦ I t�A� FEET ,f I '� i '4 7�37 _ - , I -7ia . - _ W SEE DETA�} _ _ pROPosED 750 GAtlOft` ` 1 ♦ -� 1 .� ,' TWO OOMPARTiIENT SEPTIC - - T , # _ � �� __-.r I `; - __' ;_ �r,3; / rt 11 T LEI .D ( INV-; 35.7 V -� % s'1` 74 / /j • _ ; ' / RIN ELEV.=37s Z U { . _� � -�I . ; - - - LL F 00 0 - ' - � Y me :�'c -4 PROPOSED G I 1. ` -7 0 ' / / f Q < 30 1 . •VIC _ - ;J L :=. I . . . - I L Z) - �. _ - / - - _� - - • - EI}[[ tit' 1 "STNG � _ - - - \\ - - , \ f r IRASH 9� -- - ---' �, "` / -_ I 0 f /" 703 7038It } ;»�= .-� - 9.� L.--- _ -- � -�--- y-1 p, 1 J - f 7 37 W 0 Z J I; 1- _ N. p - - -_- ' � t� t % f' r - - - _ m - - li. _ - - - = 7037 _ - - _ - - - - _ U I�f ` ' =T - - a = A113 _ L V �-'!� INV 35. - - - W - Q Q - F a -. -X - - - - - - \- - - - - _. -.-_ - - - - s 1 s � -' a -.._ _ --. _ - - - - - - - - - - - - - - - a • N - - _- _ - - - z - - - 37. rn 1 x,ri-azer� --- - •- - __- �- - _:� -- �-_ -.- � _ -- _ - _ � _- _ �� -`=i3;illSl`t f�Q.�Ofii_ �`� f �� - - � V, � _ _ - , _ ,_ - - - _ �' W _ �_ -, - -� - - - - i P�'a�E �F _ T.1 T T� _ r INSTALL LINE A h 3 _ - - - _.- - - - - - 1 - - - i7Fi VALiTs IwNpN. SLOPE - -� - - - -- i J r' (� - - - -- ti - - `:AlA� PROP4 Llt�: = 20' trHN. COVER _ F/iTH �- - - - . i - - 40 - 0 _ -7 �_ E =, Z - � ELT - � Ttf TANK �_�, - AATER Hl}T - - TO SEPTIC -� - =# - - i V III �� Y - - - k- 7 -_ _ - - - - PROP�sED - - f_ - = - _ - - _ 8o f - N - 1 A(�tDR/UN �Q - Cn - U 0 _r ' - 4 - - I - RIhM35� 5 - - - t [= m - = - - -- - _ --- �,` Z ___ _ - - ,L 0 % . _ 'NV=34. -4 = - - / �- - �. Y 0� :. _ _ - - - _s - -- - - - _ - - - --- �_ f. _ _. .- � _ a _ _, - - F -% - 1 - _ Q -_ - - _, ._ -.jr _� ,___�� -- - _ - _ y _ _ f- J _ - \ t ...� - � _s _ -ram - -3� £. = - - - - . c+ �� `` - _ \ - _ - - l _ e - - ; �� _� _ - -_ - - -� >� INV 36.0 - - - _ / _ t "'mac--:-- 3 _ _ - - _ _ - - - - - - - �_1 r - _ _ - - d - - f� -� l - - - v i - _ _ s a - _� - 7 3 t 3 t r - - PROPOSED - - - -- = - _ = _ % . -Y - - _ CO, 1 - G j �_ Q, W : _ _ - _ , 1 � � CADDY HUi J 3 Ff--_ - - _ 1 1 - -` _ - } RE: ARCfw�ECT �/ N J _ - = _ - _ t YANtJW A/ _ a fir- ; _ = - �^` - -a I - _ - f _ - - - - 1- 1 FF=7038.0� Q Q J ` .. - - Ii�Q01 iK Tt�l . APPR xIMA A - V •. r- O TE REA _ _ - � - -- - _ - -.- � , RE -SET EXISTING , J PROPOSED - - - - t - , . - t / 1 _ - ' s . / ! 1 i OF EXISTING LEACH 7 J - - - t FOR PROPOSED r - - L� J ELECTRIC METER - - - - - / - . / - - .4or>a -� r r---- - - - - -- - _ _ / 1 YAc1tDRAIN r i INEAi FEET _ _ t} � i ,'" t I RIM-35.0 Q r - LL o = -! 1 �� ! 1,INV-34.5 '/� • ass tatse lA.toe talc ttLst: &= an - � - �-� tasC p�`�Q�7��%�� _ � � 1 i Pp0 RE Q 0 V, r? - DQSTiNc.. - - - - -. . it _ _ _ - - - L M�- - - ^.c R _ -�`�- CLEAN -OUT t _ - e ` �•'--'i0 ! - , - - - - o�'-'••...•. c'S1� _ _ W _ - _ ELECTRIC ! _ 9 ICAI - • r . ♦ v D. P ' - - Z , 7y�j� { - - - �= - �_ _ r C� W . _ . . 2275 0 ,� - - -, _ - - t -- 3 • is } - ' IN _ -- - _ - - ,r \ PROP6iD _ P _ _ r - U _ _ 7 _ • : - - 6E - \ -- = 0 cr __ - ♦ -� s - - ---- ♦ - -- - _ - - -= - Nv-3 _ W . _ _ - 1 - -- • _ • /{ �' I _ Q - - _ - - - _ - -E err _ - ♦ - ":.. - - - - _ W11111111111i - _- - _ - ' I 1 • . __- - ` r _ . -_ _. = _- �}� f �_ �.��_�� _ ��_� ��.__�_-��__ -_____ _��t PROPOSED - - -_ 1 - _ - - - - - _ _- _ :ate - _' - f �� • Q PV\i. _ - �_ ""'I"N"'I'l - . - _ _ - _ - - - _ - _ '�ss -_� _- _ -`f� - ^�3 -'-,p - / _ - • r - _ - air. Y - / - . - } Q U 7Qs 1 - ilu i3 / I. I I/ O I - _- _ ..- - >' F j lilt 1 , ` 111" 4 % / � <ENW - - = s - - '- -- { PROF06ED 1Rt - � 1 \ < in w _ p-. - APPROX. _ - - - - - - - - �' _ - g = - _ -- - � � - 1 - � - - [ - 0-u - 1EC 1 � - �� \` - - _ - _ - w < p z - - p _ = - _ -'# s ^ RDI{=35.5 arc ""_ IttitbtA >�[ -'-.� me ♦ F i �A a US INLET ; - 3 =• - �� k -_ � _ �\ � I INV••33.3 % ELCC . tEit•M - - t r � � 1 LOCATION - = f � \ 1 / - _ €art 1LRgM �� 1tt;S / z z , ❑ - � • \� I i > > =O �>i =V itO �f- j Etit a•-� atitWl �a ;� < � Z < _ ` _ - - 1 --- _ - +� - --- -_ _ - ,�� -- 4 WATER �` / _-J�s' - - \ ~I� �. \ 0 <� - - -� - A O ` ` V - z )- w- _-_-PPROx.EX. 6' - _ _ (SEE A�% \ _ _ - r w z <a - _ Z PVC Q � _ M . - . - - - - - _ - _ � _ a _ -s - - { - I _ _ - - �% _ EMZ OCSw1C AS'11K7 X 3V.5 , - � \� 4_ _ `. _ W Q ►- w : _ _ -r - a - _ �_ $ WATER - - U z - yg VA �- fa►Toe �.� yql YATL71 VATE1t 1R1TER -� VATii V!►Tilt �H1TiTt w►TOe tiN1T!>t �^• ifAT7iA �rl� �-�+ "" ," "'�F`� � VA 1N [ - �ti"'r iR %01911 _ - _ _ l w - - - - - ` - - _ - - - _ - - -- - _tar =s�sEw at- --..�� \� \ i �\� _ \ \ `. - - .-1 -, '�^S4♦ (ZZA j O i - ,R 3 } 1x1 .IFZAPPROX 7� >- YC - _ . - - _ " ` 1 ' RO HUT 3. m t� 1 1 i `� PROPOSED 4' : -1 ? W > < Y 11 EOCA7IOq E :- t s. -i o DIA. MANHOLE o t_ `` " �t P POSED CAQDY y _ DETAILS AND NOTES��ff . - . I - - - - � 9 , 4 4 ORS INSTALL TOPSOIL AND REVEL R a o o v+ cwi F - . p - # 3 _ OR SOD AS REO. BY GOLFCOU SE INSTALL x Ui o r voi w A �_ . ' �" THIS PLAN IS PRELIMINARY, NOT FOR CONSTRUCTION, SUBJECT TO REVIEW BY EAGLE HOSE BIB FOR _ - - = _` CART ENTRANCE - -- --- - � � -- � - � _ t - � - -COUNTY FOR AN__tSDS PERMLT= - - � n � g I— 5� < � z � ' OFF 1F-r -_- IW LOW - - - - -. - _ -- - - Z -- - _ _ - - ~� - -- - W ` =3 -- = _ = IN t VERIFY THE SIZE AND NUMBER OF CONDUITS FOR THE PROPOSED UT1UTtE5. a - �Q - z a ' w � - - + F _ i 1 B 11MTii M1Ef MA 1MTi1t VNTtN O !N o o w PROVIDE A MINIMUM I. _ t- < --- _ _ - I'n 1 VERIFY THE OWNERSHIP - OF THE PROPOSED UTILITIES. PRIVATE LINES EXIST SOUTH OF THE 2.5' OF COVER USING - < c� N W � o o I _ - -,.--� _ - t �� TEE �\� /_ - I Z 12500 6 MAINTENANCE BUILDING. CENTURY TEL SPECIFICATIONS MAY NOT APPLY TO CONSTRUCTION. El COMPACTED 3� MINUS FILL SEE JOINT TRENCH 0 O - c, w v > it r ,y c�<LXz DETAIL AND OP710N5 R O < m < . _ __ , - t. 2. 3 do 4 V - 1, ` _ `= i 1� SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND NOTES. � 1i W ' an < ' o > Fl.EO 1� T 10 i UTILITY CONDUIT OPTIONS 1. Z &3. IT MAY OR MAY NOT BE PRACTICAL TO CORE THROUGH TWO 0-0- O �" t ' P 3 tk-= S€PRATK+�t = 1►- �% # INSTALL 6' MINIMUM I - - - - . - N (� - �- m) I , W f FOUNDATION WALLS (PATIO do BASEMENT) TO GET TO THE INTERIOR OF THE BASEMENT BEDDING AROUND UTILITIES a o Z . WHERE ELECTRICAL AND PHONE SERVICE EXISTS. Z r INSTALL t-1/2" SCHEDULE 40 { \iv = ry I- N OPTION 1: WITH ONE EXISTING CONDUIT AT THE CLUBHOUSE. VERIFY SIZE, LOCATION AND 3.0' MINIMUM PVC WATER SERVICE LINE INSTALL 1-1/2' - - . - -- J. - EXISTANCE. 3' SEPARATION IS REQUIRED BETWEEN PHONE AND ELECTRIC SERVICE. SEPARATION VALVE AND U) i - c y_ ' i USE THE EXISTING } T = r HOSE BIB FOR - U U R SERVICE FROM CLUBHOUSE T {R CONDUIT FOR ELECTRIC SE OM CLU OU TO STARTER HUT. ' 1 �. INSTALL PHONE SERVICE CONDUIT FROM CADDY HUT AS SHOWN (DISREGARD ELECTRIC). BLOW OFF 5 -�tty - L -STARTM "I 1-1/2" WATER V) w► - ' Yam__# o OPTION 2: USE THE EXISTING CONDUIT FOR ELECTRIC SERVICE FROM CLUBHOUSE TO STARTER HUT. 1 z =3 EXISTING - - - SAW -CUT ASPHALT; REMOVE FENCE AND IRRIGATION. INSTALL NEW CONDUIT FOR PHONE SERVICE 1 WRTIM � m - -- - '- � l-- - -- T. . TWO STORY WOOD FRAME - - - SERVICE FROM CLUBHOUSE TO STARTER HUT. INSTALL BEDDING. 6' BASE AND 3" ASPHAL O 0 W Z Q 04 - moo(GALLON DISREGARD LINES 9iOWN ON PLANS FROM CADDY HUT. 4' ELEC 4' PHONE Z�Z Q_ w - - �-� N T ECTRIC AND PHONE TO INSTALL 1-1/2' COPPER- - Q 0 Q Y I CLUBHOUSE - = CONDUIT CONDUIT TAP EXISTING x -- - _- OPTION 3: IF 2 CONDUITS EXIST WITH 3' OF SEPARATION, USE TO CON EC EL - - _ zs= { STARTER HUT. DISREGARD LINES SHOWN ON PLANS FROM CADDY HUT. WATER SERVICE LINE 4" SERVICE W LL W O t � - _ � \ OPTION 4: IF CODES ALLOW. USE EXSITING VENTING DUCT TO CONNECT ELECTRIC SERVIC!~ JOINT U 1 I L� ! 1 1 TRENCH CH WATER JER V 1 CE MANHOLE f U m I 1 = ___- TANK 5 Q O I - . - ._ . + = � ME tit -tit � � _ N - to Ec - + R;tEc - arc -arc �--- _ ,} _ n. In - . - - : - - . 1. - ! - . I t T -$- I _ T - STING CONDUIT t1- 1L\IQ �tiIR r �� - ` / :� i �� =s` ( i - r>� - - - + - .P " \ ' - -------------- " t n -11 - - - . - . - - - - - / ' 1z --- W MAIIE ( I -_ i \ ) - NEW EDGE OF ASPHALT -_� . GRAPHIC SCALE .- . .-.. .G// I. S-..- A\IM -�c 10 6. tp - n - -- EXISTING 1 -'� O 20 O 10 20 40 so - VENTING DUC - rN - �1 s e•- _ } 1 �T 4 ``_ o - - -- - - �- _-- _SURVEYOR S NOTES - - - , - rt I' 1 inch = 20 ;t1w 1. DATE OF SURVEY: JANUARY 4, 2002. ` - s - - I F CONTOUR INTERVAL=I 2. ELEVATIONS ARE BASED ON ALPINE ENGINEERING INC. VERTICAL CONTROL ESTABLISHED FROM N.;.V.D. 1929. G � . - - - 3. DUE TO 6-12. OF SNOW COVER AT THE TIME OF THIS SURVEY -ALL IMPROVEMENTS MAY NOT HA,PE CU " * Z �, i = a. 0 cv - m 0 m _ cr � O W ►�- 0 J N'. 1.- 0 1 No `` 9 Z V) U W Q • . m o cco ROCK WALL •_•o•••••■■■ff•o••••N PROPOSED STORM LINE SHEET -+a- %%= - %*70 - %%= PROPOSED WATER LINE 1 OF 1 - BEEN LOCATED. . . .' , _ _ - - I . - -, - _ . t - - - - - - - - - -- _ _ - - - -_--._ - = - -- __ _ - - - - - - -