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8711 Shrine Pass Rd - Caretaker - 220708200003
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C-) _ m :�z - Co w m m m A cn :Z Z -A N m m m --D ro a o 0 i n \ < -' CcX ro �3 ro cn r cn R CL o m m C D> -o ro o m a 7z M ( -b ro o v m m m m 3 \ -s m w (D W I� -s m (D o N II o ;70 I r o N ZY o \i rD r`to J R ' - ry m l� p, 1 N I A m W � _ z C/) -n -n C -I o * --1 r- o m > < c m -i r*m m ?- rn * r F- :v CD* vCD r- a rn m cn -v rn * o o 73 cn c-> \\ v r7 * m r- m cn \� ,a Fri o r * r cn v � cn �:D A * = �• O c ti m CD o m M (D • ' * �� r N I � rn o o * �, cli rTl U) r * N tip * •` WRJ-S-Rev. 76 Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless initialed. RECEIVED COLORADO DIVISION OF WATER RESOURAQ 818 Centennial Bldg., 1313 Sherman St., Denver, Coloradliglo 1986 RECEIVED PERMIT APPLICATION FORM WATER RB=R= ViAATE • ENSI(tM /NOV2 5 I G (X) A PERMIT TO USE GROUND WATER Ct)l.0.il_"S_85 1� t 1 REsl.. (x) A PERMIT TO CONSTRUCT A WELL 'gN FOR: 00 A PERMIT TO INSTALL A PUMP 032472 25.00 Coco WATT ES P001.7 ( ) REPLACEMENT FOR NO, rrMl I S— , ig," In ( )OTHER t Va?y WATER COURT CASE NO. �� • on 0.00 ) APPLICANT - mailing address NAME C!NvCk. QCr IL ,8 _ STREET` Zcl 3 � S, fi4OAlT'+ ;&QQ ? , Gti, CITY v41L (State) (zip) TELEPHONE NO. 303 4f76-3070 (2) LOCATION OF PROPOSED WELL County_ EAL,Le % of the N- W- %, Section Twp. ( S , Rng. 79 W (o rM P.M. (N,S) (E,W) (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) 15- Average annual amount of ground water W� to be appropriated (acre-feet): Number of acres to be irrigated: �(o Os:- C'Ve 1461e2 Proposed total depth (feet): Soo Aquifer ground water is to be obtained from: 1� 4C'Xe. �a!e Owner's well designation �;'/1-8r GROUND WATER TO BE USED FOR: FOR OFFICE' USE ONLY:L�NC± OI-, Receipt No. l O3 12 Basin Dish. E IN THIS COLUMN CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to exist;ng water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) APPROVED PURSUANT TO..CRS . 37.92-602 (3)(b)(II) AS THE ONLY WELL ON A•TRACT OF LAND Of 8n ACRES DESCRIBED AS Eye �c.'rc✓ Yy 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITED TO FIRE PROTECTION, ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, THE IRRIGATION OF NOT MORE THAN ONE ACRE OF HOME GARDENS AND LAWNS, AND THE WATERING OF DOMESTIC ANIMALS. 3) THE RETURN FLOW FROM THE USE OF THE WELE MUST BE THRU AN INDIVIDUAL WgSTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS LOCATED. ( ) HOUSEHOLD USE ONLY -no irrigation (0) (X) DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) I OTHER (9) DETAIL THE USE ON BACK IN (11) Name Llc:eAjeed( Street City (State) (Zip) Telephone No. Lic. No, APPLICATION APPROVED PERMIT NUMBER 146373 DATE ISSUED DEC1 1 1986 EXPIRATI/ N DATE DEC 111988 Cant( TATE GINEER BY YXI �^J I.D. S ' 3 COUNTY 7 Complies with the Control of Smoking Legislat AN. \Ij INSPECTED BY: NAME TITLE RECEIVED BY: NAME TITLE RbillaM & ASSOC ATES, INC. CONSULTING ENGINEERS Consulting Engineers Land Surveyors Construction Managers Planners P.O. Box 589 Suite 205 1st Bank Center 1-70 & Highway 6 Silverthorne, Colorado 80498 Business: (303) 468-6281 Denver Direct: 623-0426 October 28, 1987 Mr. Victor Cisneros RED CLIFF WATER & SANITATION DISTRICT P.O. Box 147 Red Cliff, Colorado 81649 Subject: Review of Shrine Pass Sewage Disposal System Our Project No. 10882-247 Dear Victor: Ail At your request, we have reviewed the information provided by Eagle county relating to the Shrine Pass sewage disposal system. The existing system, constructed in July and August of 1987, is intended for use by a three bedroom caretaker's unit only. Any future expansion of the facility will require an additional engineered sewage disposal system. The following is a summmary of the system design criteria as obtained through discussion with the Eagle County sanitarian. This information reflects the actual installed facility, and should not be confused with some references on the permit form to the ultimate conditions. Septic Tank Sizing Minimum State requirement for 3 bedrooms = 1,000 gallons Actual installed tank volume 1,250 gallons Leach Field Sizing Hole #1 Hole #2 Hole #3 Actual Percolation rates 20 mpi 10 mpi 60 mpi Due to the poor percolation rate of Hole #3, the leach field was located near Holes #1 and #2. Design Percolation Rate = 15 minutes per inch Minimum Leach Area = (1.5)(Daily Flow)/5 ( perc rate) (1.5)(450)/5 ( 15) = 523 sq.ft. Length of Leach Bed Pipe= 523/3 = 174 linear feet Actual installed pipe = 177 linear feet Mr. Victor Cisneros RED CLIFF WATER AND SANITATION DISTRICT October 28, 1987 Page 2 As can be seen above, the actual installed size of both the septic tank and the leach field exceed the minimum State requirements. Additionally a 50' setback from any wetland area has been maintained. We therefore feel that the installed system is adequate for the intended use and should not endanger the Red Cliff municipal water supply. We would suggest that the following items be considered in the operation and maintenance of the existing system and when developing plans for additional wastewater facilities: 1. The septic tank should be pumped annually to minimize solids transport to the soil absorption field. 2. The entire system should be inspected annually, during the period of high groundwater. 3. Records of the maintenance should be forwarded to the County for compliance. 4. A professional engineer with experience in high altitude wastewater disposal systems should be retained to design all future systems constructed in the Turkey Creek watershed. Very truly yours, ROBILLARD & ASSOCIATES, INC. Craig F. Robillard, P.E. President cc: Sid Fox/EAGLE COUNTY 3381/43/02 0 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N2 0857 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:T. Charles 0ailby. Charles P. Malloy, Phoebp Barrett Telephone: 476-3070 Address: 2938 S. Frontage Road West, Vail, Colorado 81657 System Location: Tract 37, Shrine Pass Licensed Installer: Bill Yei k License Number: - 009-88-I Conditional installation approval is hereby granted for the following: Minimum requirements: Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: 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: Engineer desi qn required. Date: duly 21, 1988 Environmental Health Officer: �[�.P< 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 Di osal 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: 1 Z-0 0 _ GALLONS; C�'))EGREES; j FEET DESIGN ENGINEER OF SYSTEM: INSTALLER OF SYSTEM: c PHONE:. ";26 _ 3b70 SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: YES � O PROPER MATERIALS AND ASSEMBLY: YES COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO COMMENTS: (Any item checked NO requires correction before final approval of system is made. Arran re -inspection when work is completed.) DATE (Final Approval) E VIRONMENTAL HEALTH OFFICER: 5 a��,,r�� . DATE (Re -Inspection) `�— '= NVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: Ogi 1 by, Mal 1 o_y and Barrett Name of Owner Same Amount Paid: 1275 - 00 Receipt Number: 140 Date: 7-19-88 Cashier:- d . Brophy Check # 1125 White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 3225 EAGLE, COLORADO 81631 ND. 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: ���iL6�-/, % ti ��PS M A I L I NG ADDRESS : Z938 •�� � ��` k), WW ! J/OSP i0NE NAME OF APPLICANT (If different from owner): ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM ( If applicable) : `0Zt4llr, , �(7�c[�.c�� �SSoz ADDRESS: o�I �dE'� %i� PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: J91ec � LICENaED INSTALLER: ) YES ( ) NO ADDRESS: �(we 5cJr _ A©Co. PHONE: PERMIT APPLICATION IS FOR: (X ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: El rgs,5 Parcel Number: Lot Size: YO Legal Descri pti on: Ak 6 - & /1/.0 / 5 ec, 01 .14,5 f 7cl BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) $A/ 61VIAl �•Q ( ) Residential"- Triplex ,1eaaAe NUMBER OF PERSONS: 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 (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: X Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES) NO IS SYSTEM DESIGNED FOR LESS THAN 2,OOO GALLONS PER DAY: (X) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( X) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ()<) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: tVOlV e If supplied Ay communit aa, give name of supplier: ©r✓61 SIGANTURE: % DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Above Ground Dispersal ( ) Under Ground Dispersal ( ) Otper AMOUNT PAID: 2]f. 0 R C� T i � ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater Pond NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. L% DATE: (Environmental Health Dept. - Rev. 4/88) PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County y; FEE: $125.00 ISDS APPLICATION NO. 3225 OWNER: T. Charles Ogilby, Charles P. Malloy, Phoebe -Barrett LEGAL DESCRIPTION: NE 2 of NE 4, Section 8, 65 and 79 RURAL ADDRESS: Tract 37, Shrine Pass TYPE OF DWELLING: 6 person ski cabin NUMBER OF BEDROOMS: cabin DATE OF PERCOLATION TEST: `? SiI��7 (Jury Z� � ��%�<; TYPE OF SOIL: ,OcGOfn,�O5�.f7 �F,C� ig�,,a TEST HOLES PRE-SOAKED: YES NO - leoC< TIME I WATER DEPTH II INCHES OF.FALL RATE_ 1 I 2 3 1 2 3 T 2 3 1 2 3 ,/ / 113-117 u 0 0 0 -- — -- 20 2/ 2z /, j , zS , 6 3,/3 20 9,373 25, 26 27 /, / 3 y, 55- /6, 6 7 6, zs 30 31 2Z , Z 9,33 7r 3 - 3 3 7 % . 2 75- 7, /y 20 y0 yl tie i , 6 / 1,35, 2. _ ,r �0 7,/y I PERCOLATION RATE: Ule:i44, C / ,d 57- ✓ -Ax2 1467,S RECOMMENDED MINIMUM SEPTIC TANK SIZE: / 2 50 C4 1- /3 re-q/ g1,e7-11-X��-I-l7- tLI� 05-/r/i 5 /,0HD// / IV 6ezln PAX 7AI e5AI 7- RECOMMENDED MINIMUM LEACH FIELD SIZE: 12' u _ '/ ' 3" 4, 5Xi2,_- % RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEIWED AND TESTED FOR PERCOLATION RATE. Environmental Health Officer Date COMMENTS: "" E C E I IV' E uff"'4 Rev. 5/31/84 ti AUG 10 1988 EAU._E C0'I?\1TY UIUDING DEPT, STANDARD BACTERIOLOGICAL WATER TEST * Upper Eagle Valley Water and Sanitation Districts 846 Forest Road RESULI5 �.- Vail, Colorado 81657 MEMBRANE FILTER w N NAME OF;.-, ._ > - ,.r DIRECT SAMPLE TAKEN: DATE '' TIME `" SUPPLY '- i= o t ' r F CHLORINE COUNTY '-?1 SAMPLER -'�- 't ' RESIDUAL MG / L VERIFIED . w S ~ ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ADJUSTED ( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER COUNT: COLIFORM / 100 ML . ( ) OTHER PUBLIC (�) RAW ( ) GROUND ( SURFACE V. ( )PRIVATE (lt`) SPECIAL PURPOSE SAMPLE LAURYL SULFATE BROTH 2 "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL } ~ ~ BE DISCARDED. 24 p RETURN TO �i \ 6-1 s 48 015 O 4 _.II. a i r� {% , BGB ADDRESS + - / V` MPN COLIFORM / 100 ML ?d `••��=� 1� RESULTS GREATER THAN ONE CITY-STATE R' i e COLIFORM PER 100 ML INDICATES SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. NON-COMPLIANCE WITH MINIMUM Q Q LAB -MICRO 106 (Rev. 3-79) 100M DRINKING WATER STANDARDS. o 0 STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts 846 Forest Road RESULIS Vail, Colorado 81657 MEMBRANE FILTER o N / G `,�A, NAME OF ` C jTi I DIRECT + U w o �/ SAMPLE TAKEN: DATE`- TIME SUPPLY cc 1 CHLORINE 1- f"f`. y VERIFIED W COUNTY SAMPLER,`1CI`�'' RESIDUAL MG/L ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY h .j ( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER COUNT:OUNTED CU COLIFORM / 100 ML ( ) OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE LAURYL SULFATE BROTH 2 L� ( )PRIVATE (SPECIAL PURPOSE SAMPLE W "NOTE: IF ALL INFORMATION IS NOSUPPLIED, THE SAMPLE WILL W BE DISCARDED. 24 P4 ~ ~ �' f t I / rV' 48 RETURN TO _L. BGB � 2 I rk ✓ f /:. t 1 �r :(7 O {� ADDRESS MPN COLIFORM / 100 ML 1 _ � f ( � !'.: RESULTS GREATER THAN ONE ;o CITY-STATE . ✓ COLIFORM PER 100 ML INDICATES SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. NON-COMPLIANCE WITH MINIMUM LAB -MICRO 106 (Rev. 3-79) 100M DRINKING WATER STANDARDS. o 0 STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts RESULTS 846 Forest Road ----� Vail, Colorado 81657 j MEMBRANE FILTER NAME OF ' Z Y 8° r r w �� rf/J1��r, F DIRECT `. Ycc z o SAMPLE TAKEN: DATE TIME SUPPLY l f VERIFIED CHLORINE .' 2 1=SAMPLER + RESIDUAL MG/L COUNTY ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY �. ADJUSTED h ~.Z" ( ) NON COMMUNITY ( )CHECK SAMPLE ( )PROCESS WATER,,_ .. COUNT: COLIFORM 100 ML r ( ) OTHER PUBLIC ( RAW ( )GROUND' ( ) SURFACE LAURYL SULFATE BROTH ( ) PRIVATE (X SPECIAL PURPOSE SAMPLE "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL ~ ~ \~ BE DISCARDED. f [ + 24 f f' 48 RETURN TO �j�/ I ?Q - / ') r I1'rJ BGB '� x '� J r�"><+ 9 {^1 77 ADDRESS MPN COLIFORM / 100 ML j // RESULTS GREATER THAN ONE CITY STATE COLIFORM PER 100 ML INDICATES SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS NON-COMPLIANCE WITH MINIMUM a a LAB -MICRO. 106 (Rev. 3-79) 100M g'? DRINKING WATER STANDARDS. c o T .,,y.`.«"`_-:--T''"_,c STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts "� RESULTS 846 Forest Road / Vail, 81657 ;✓k Colorado y / MEMBRANE FILTER } C' Z;f U ! ti NAME OkF' �i �S' •• DIRECT 3 zo G (1 SAMPLE TAKEN: DATE TIME —SUPPLY k ) / ,CHLORINE COUNTY SAMPLER ' (Tl-�I RESIDUAL MG/L'' VERIFIED ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ADJUSTED ( ) NON COMMUNITY ( ) CHECK SAMPLE ) PROCESS WATER ( COUNT: COLIFORM /q00 ML jS/J. ( ) OTHER PUBLIC (� RAW ( ) GROUND ( ) SURFACE LAURYL SULFATE BROTH ( ) PRIVATE ( X) SPECIAL PURPOSE SAMPLE w w w "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL BE DISCARDED. _ 24 ►�' + �_ f�1 RETURN TO J/ ! / ; i`/C 48 —�- BGB. f ��?�c ' ADDRESS : MAN COLI RM/100 ML \ RESOLUTION OF THE COUNTY OF EAGLE, STATE OF COLORADO RESOLUTION NO. 87- S"9 APPROVAL OF SPECIAL USE PERMIT - Shrine Mountain Inn FILE NO. - ZS-256-87 WHEREAS, Terrill Knight did file an application with the Eagle County Department of Community Development.on or about Septeinber'10, 1987, within the Resource Zone District; and WHEREAS, based on the evidence, testimony, exhibits, study of the Master Plan for the unincorporated areas of Eagle County, comments of the Eagle County Department of Community Development, comments of public officials and agencies, the recommendation of the Eagle County Planning Commission, and comments from all interested parties, the Board of County Commissioners of the County of Eagle, State of Colorado, finds as follows: 1. That proper publication and public notice was provided as required by law for the hearing before the Planning Commission and the Board of County Commissioners. 2. That the proposed special use conforms to the requirements of Section 2.09 of the Eagle County Land Use Regulations. 3. That the proposed land use will be compatible with existing uses in the area. 4. That for the above -stated and other reasons, the proposed zoning is in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Eagle County. NOW, THEREFORE, BE IT RESOLVED, -by the Board of County Commissioners of the County of Eagle, State of Colorado: That the application of Terrill Knight, File Number: ZS-256-87, for approval of a special use of Resort within the Resource Zone District in the following described unincorporated area of Eagle County be approved: The E2 of the NW4 of Section 8, T6S, R79W of the 6th P.M. THAT the following conditions shall be placed upon this approval and that violation of any condition shall be the basis for revocation of the permit: 1. The Vail Pass I-70 rest stop, cannot be used as a lodge guest parking area, unless permitted by the governing agency. 2. All storage of materials shall be within a building or enclosed by a sight obscuring fence, excluding firewood and building materials during construction. 3. All disturbed soils shall be revegetated to prevent `' ~ erosion. 4. All proposed sewage disposal systems shall be designed by a Registered Professional Engineer. The design of the sewage G� disposal systems shall include an on -going monitoring plan with annual review by the County to determine if the systems are pol- luting the Turkey Creek Drainage. 5. Seasonal activities that may disrupt wildlife (as determined.by the Colorado Division of Wildlife) are subject to County review for closure or curtailment. 6. All dogs shall be controlled leashed or kenneled) at all times. Q 7. The well must be approved for commercial use by the Division of Water Resources, through the Hater Court. �;'J 44v--'5 �c � 8. A complete analysis of the drinking water (chemical, bacteriological and radioactivity) is required prior to serving the public. 9. Semi-annual bacteriological water tests are required when the facility is open to the public. THAT the Board of County Commissioners directs the Department of Community Development to provide a copy of this Resolution to the applicant. NOVED, READ, AND ADOPTED by the Board of County Commissioners of the County of Eagle, State of Colorado, at its meeting held the e&o day of ATTEST: COUNTY OF EAGLE, STATE OF COLORADO By and Through its BOARD OF COUNTY COMMISSIONERS By:J Johnnette Phil Clerk of the Board of County Commissioners By: WHIM Welch, Commissioner George 06tes, Commissioner 2_ SPECIAL REQUEST TESTS -------------------------- ic.,4 FeC4 ArnmN, F(>)e c l sITE: l l �o4.nsl li Ftnr� m�lL , stre�+ocpc� S l l e f Cam, +- 13 not run not rµn not r u_r\ - 00 3 toe COMMENTS: -NRxtj Ck ® UPPER EAGLE VALLEY r1 I��F �® Water and Sanitation Districts 846 Forest Road Vail, Colorado 81657 AUG 3 SPECIAL REQUEST TESTS Site: Shrine Mt. Inn (Special request tests brought in by Chuck Ogilby) Samples dated_7/18/88 ICFecal Total V100mis ecal (LocatiSample I IColiform oliforms reps 1mg/l AmmoniaIon#/100mis #/100mis I Tap H2O < 1 <20 < 20 < 0. 1 ----------------- 1st Crnssin +6 <20 <20 <0.1 Werryman Creek I TNTC < 20 <20 < 0.1 ----------------------- COMMENTS: Coliform contamination indicates non fecal contamination from neither human nor animal sources, i.e. contamination from environmental (soil, insects etc.) sources. Robilland & ASSOCIATES, INC. CONSULTING ENGINEERS Consulting Engineers Land Surveyors Construction Managers Planners P.O. Box 589 Suite 205 1st Bank Center 1-70 & Highway 6 Silverthorne, Colorado 80498 Business: (303) 468-0281 Denver Direct: 623-0426 y October 28, 1987 Mr. Victor Cisneros RED CLIFF WATER & SANITATION DISTRICT P.O. Box 147 Red Cliff, Colorado 81649 Subject: Review of Shrine Pass Sewage Disposal System Our Project No. 10882-247 Dear Victor: ?1-?eC,c4- aD � E! 'ao �t e O o �s At your request, we have reviewed the information provided by Eagle county relating to the Shrine Pass sewage disposal system. The existing system, constructed in July and August of 1987, is intended for use by a three bedroom caretaker's unit only. Any future expansion of the facility will require an additional engineered sewage disposal system. The following is a summmary of the system design criteria as obtained throuqh discussion with the Eagle County sanitarian. This information reflects the actual installed facility, and should not be confused with some references on the permit form to the ultimate conditions. Septic Tank Sizing Minimum State requirement for 3 bedrooms = 1,000 gallons Actual installed tank volume = 1,250 gallons Leach Field Sizing Hole #1 Hole #2 Hole #3 Actual Percolation rates 20 mpi 10 mpi 60 mpi Due to the poor percolation rate of Hole #3, the leach field was located near Holes #1 and #2. Design Percolation Rate = 15 minutes per inch Minimum Leach Area = (1.5)(Daily Flow)/5 ( perc rate) (1.5)(450)/5 ( 15) = 523 sq.ft. Length of Leach Bed Pipe= 523/3 = 174 linear feet Actual installed pipe = 177 linear feet Mr. Victor Cisneros RED CLIFF WATER AND SANITATION DISTRICT October 28, 1987 Page 2 As can be seen above, the actual installed size of both the septic tank and the leach field exceed the minimum State requirements. Additionally a 50' setback from any wetland area has been maintained. We therefore feel that the installed system is adequate for the intended use and should not endanger the Red Cliff municipal water supply. We would suggest that the following items be considered in the operation and maintenance of the existing system and when developing plans for additional wastewater facilities: 1. The septic tank should be pumped annually to minimize solids - transport to the soil absorption field. 2. The entire system should be inspected annually, during the period of high groundwater. 3. Records of the maintenance should be forwarded to the County for compliance. 4. A professional engineer with experience in high altitude wastewater disposal systems should be retained to design all future systems constructed in the Turkey Creek watershed. Very truly yours, 0 ROBILLARD & ASSOCIATES, INC. Craig F. Robillard, P.E. President cc: Sid Fox/EAGLE COUNTY 3381/43/02 t a i-�c ti ai.� pia y p f MINA4 4i >rz e � t a t ii it a � ei '� �� a,��l �q�te�'� b,� � �"'��t�'+yd'�,`'J� £ *� n , � . ` " �: `➢� 1 � 4 1 �s� • • .� ,� � 1 �rl t a �{i y tt. yke � � r ±{� y "Ri I 'Sy � f r�/tF } itAt 'f i j A 4II Y.ji$-"J�"Irl N y '+ "~ f S tl f k Sf3{ 1 i'.k f 1 Sr ifik'L j{ y R- , 5 � y`'ww10M a y`7'° a 'i 1 R,� ,:* i- -WpRA01. ..- :F r AI M sus s f%gs.'X``,i..; e:,,. 'r: r a '' t Xcg t in yr t c 6tjt 77T y it ''}"0VO "�t$'S3'ly l.i it..: 3;5 75 a ?' 4y 4. 3 r �' +.� t 1 of,. �Y' ,� yk.f ,s .. `,�,Sy�t't G .,s ; ..s.{•� iB!¢y13 Ya F-S tINJI } i ^" �.: r�i k 1` �• 4 x 91 , ?``. F`4t �, .�}+kM`d,gy*v�:. j ';' tY'.. ,r.,i: .4x +:.,: �>�, Of�_7a �,a{.'e` ?iXt t'•,. •a � rk Sj 71 t•t yi°ix " i tir�i u{, fWf v sti -'�-�".'7� st{`.' k�- ss .• u,� ' ui`szs e '� lC3*' ss �, a �. q u 0% r �'i. �'"��� r r r L 3 r}rlY Fij� ;e�t • f Apollo Park atY,aii r Vail Intermountain Swim &. Tennis CJub,:�ondominwms;` C Trahern Investments, Ltd. * Hell soaring Ranch Company ��_: ►r 2938 South Frontage Road 0 Vail, Colorado 81657 0 (303) 476-3070 Upper Fa9I* V&II*Y WOW and garatellon pWbkb, jA - 8"ForodRosdi"z,,i Sr p04� v Ike a .0torade slow- MEM NAME OF' 1g, .,7�AM RE4 U PLETAKEN: DATE SUPPLY. I' VERIFIED 7 COUNTYSAMPLER RESIDUAL _J� t X t 1111GIE COMMUN14 u S PPLy ROUTINE DISTRIB ) NON COMMUNITY CHECK SAMPLE ', PROCESS WATER OTHER PUBLIC INT:, )W FACE.)() RAW ( )GROUND {)SURFACE S PRIVATE f SPECIAL PURPOSE SAMPLE *,*N0TE-,IFALL INFORMATION "k BE Disc ARDED PL E SAMPLE WILL IS NOT SUF IED THE j:. 1 R 'TURN IETURN TO f L k STANDARD BACTERIOLOGICAL WATER TEST. Upper Eagle V*lI*Y Water wild SO SU Forest 'A 7 Clam Colorado a1657 EMann LTEH cJ. ge A,�6 ECT Lu NAME OF i I n� cr -naw - SUPPLY c Nt T ':5:5 "� - TIME PPLY Fk`E- TAKEW&TE IFIED CHLORINE r. AMPLER 04db.,,LRESIDUAL MGL: .6 AIVISTID V COMMUNITYSUPPLV,� ROUTINE DI ;wuTION SYSTEM SUPPLY'' MMUN16 CHiCK SAMPLE.- PROCESS WATER PIT RAW GROUND (x SURFACE-.., HE us PURPOSE SA 1. SPECIAL.- SAMPLE _,IFLkL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL 24 SCARDE 71 !T • `47 "1 7 kka-L 9 TO �ipi ra mm I(10,ML, : " . . .................... .... RESULTS CITY "w, MLj%WTES �J,; PERIOD ATE' �WITWMMINIUM NOW-COMPLIAIXX S. SAMPLING.INSTRUdnoNs Am6--omimfidw nAINKiNG WATER STANDARDS. ryFRsr FOR TIME LIMITATION \1L1\ITN LSE\LLOP%IE\r L"Er \I:r\1Evr EAGLE COUNTY, COLORADO November 1, 1993 Mr. Cal Thomas Town of Red Cliff P.O. Box 109 Redcliff, Co. 81649 RE: Shrine Mountain Inn Dear Cal: =00 rR0.\P\V.-\1 r.0. RO\ i -, EA6LE.:0Lvi:Ap0 31 , 1 This letter is in response to recent inquiries concerning water quality monitoring by the Shrine Mountain Inn. I. have attached water quality sampling reports for two points on Turkey Creek and for the domestic water at the Shrine Mountain Inn. If you have further questions concerning this matter, please give me a call. Sincerely, Sid Fox Planning Division Manager xc: J. Lewis C. Ogilby R. Merry r1.1 C. C��G✓f��r e�n,.�,�/ -k-� - Z --- - ---- --- - - - 1- Z 1�- ---------- — ---- -- -- --- ----- -t—��_ 7 Y6�e -�7 v ---- z =-- - ------ ---- �' ----7 - 4- 2 1 — — -- f 2-3 �l go— -- ----- -- - - - -3 0 146- .2 STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts 846 Forest Road %!—1 PWSID x Vail, Colorado 8177 V RESULTS �v 1 _ DIRECT SAMPLE TAKEN: DATE LOCATION O 1 } �� � y I * � TIME � �� SAMPLE V L � I I � �" I �;��[Q_ i w O COUNTY4 CHLORINE ¢ SAMPLER RESIDUAL MG / L uj ( ) COMMUNITY SUPPLY ( ) ROUTINE DI RIBUTION SYSTEM SUPPLY L.T.B. 24 HR. I U w ( ) NON -COMMUNITY a j ( ) CHECK SAMPLE ( ) PROCESS WATER 48 HR. Cn ( )OTHER PUBLIC ( ) RAW y I ( )GROUND ( X )SURFACE ;Z ( )PRIVATE BGB I z ( )SPECIAL PURPOSE SAMPLE : 2 ADJUSTED CCUNi �k NOTE: IF ALL I FORM I IS N SU LIE T MPLE WILL BE DISCARDED w ` w J RETURN TO ' `AL CS 1cc 3 V-- E ADDRESS ��/: r FC COUNT - CITY 1- M �I z\ NOTE: RESULTS GREATER THAN 1 TOTAL \ /STATE _ COLIFORM PER 100 MLS INDICATE NON- I p \ SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIO SAND DEFINRIONS. COMPLIANCE WITH MINIMUM ABOVE 0 INDICATE WATER STANDARDS. E COUNTS ABOVE I INDICATE LAB -MICRO 106 (REV. 3/79) 100M _ SEVERE BACTERIAL CONTAMINATION. THIS TEST DOES NOT CHECK FOR HAZARDOUS CHEMICALS THAT COULD IMPACT DRINKING WATER SAFETY. NOR DOES IT CHECK FOR SPECIFIC PATHOGENS. a I � STANDARD BACTERIOLOGICAL WATER TEST \� Upper Eagle Valley Water and Sanitation Districts 846 Forest Road ` PwS1D x Vail Colorado 81657 � �, RESULTS `, I fM ,4 DIRECT j fff��� l C'r p �- �f f rj� a�1 LOCATION OF �� S w AMPLETAKEN DATElTIME ( SAMPLE 11141�11 I I w 2 U � I I L'J CHLORINE SAMPLER i COUNTY RESIDUAL MG / L W 24 HR. ( ) CCMMUNITY SUPPLY ( ) ROUTINE DIS RIBUTION SYSTEM SUPPLY _.T.a. i a v I yl ( ) NON -COMMUNITY (4 CHECK SAMPLE ( ) PROCESS WATER 48 HR y ( ) OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE BGS ix ( ) PRIVATE ( ) SPECIAL PURPOSE SAMPLE W ADJUSTED COUNT �k NOTE: IF ALL I FORMATION/,NOT P IEDJ. T c PLE WILL BE DISCARCED RETURN TO c' J� j I ECB j 3 i T Z � , - I FC COUNT ADORES S /RESULTS GREATER THAN ' 70TA_ p2•��f��l CITY / STATE / ` 1 CCUFCRM PER 100 MLS INDICATE NON- COMPLIANCE WI T H MINIMUM CRINKING',:A7_? \� SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND CEFINR:ONS. STANDARDS. FC COUNTS ABOVE C INO;CATE \ = LAB .MICRO .06 (REV. 3179) 100M SEVERE BACTERIAL CO :TAAIINATION V �; TmiS TEST 2CES NOT CHECK FOR !-AZARCCUS CHEMICALS THAT CC,:'-' IMPACT DRINK!`,3 WATER SAF= "1, NOR CCES IT Ci-ECK FOR SPECIFIC PATHOGENS. - 11 STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts S46 Forest Road ,,,+(/C A = v -6 PWSID ar Vail, Colorado 81657 &" 9Z LOCATION OFF i CUB/ DIRECT SAMPLE TAKEN: DATE IC —I r TIME 2� SAMPLE I `1 J i.� COUNTYCHLORINE SAMPLER RESIDUAL MG / L ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ( ) NON -COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER ( ) OTHER PUBLIC ( ) RAW ( ,JGROUND ( ) SURFACE ( ; < ) PRIVATE ( ) SPECIAL PURPOSE SAMPLE # NOTE: IF ALL LIINFORMATION IS/NQIS�UPPLI.EDD, ITHE SAMPLE WILL BE DISCARDED RETURNTO ADDRESS CITY/STATE ✓� /� �•i(a✓ 7 SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. LAB -MICRO 106 (REV. 3(79) 100M THIS TEST DOES NOT CHECK FOR HAZARDOUS CHEMICALS THAT COULD IMPACT DRINKING WATER SAFETY, NOR DOES IT CHECK FOR SPECIFIC PATHOGENS. L.T.B. 24 HR. 48 HR. BGB ADJUSTED COUNT ECB FC COUNT NOTE: RESULTS GREATER THAN 1 TOTAL COLIFORM PER 100 MLS INDICATE NOW COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. FC COUNTS ABOVE 0 INDICATE SEVERE BACTERIAL CONTAMINATION. tl�c' le, STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts 846 Forest Road PWSID # Vail, Colorado 81657 RESULTS # pr F�/r% Z DIRECT F - / i LOCATION OF ��(/i✓, SAMPLE to `� �' Cn TAKEN: DATE TIME SAMPLE �G/ p L if/t CHLORINE ¢ o COUNTY SAMPLER RESIDUAL MG / L W^ ( )COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY L T.B. 24 HR. 4 ( ) NON -COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER 48 HR. ( ) OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE ( k) PRIVATE BGB ~ ( ) SPECIAL PURPOSE SAMPLE ADJUSTED COUNT # NOTE IF ALL /INFORMATION IS NOT /PPLIED, THE SAMPLE WILL BE DISCARDED ECB m RETURN TO L r V Y /L'G C 2 `� ',f 'Sr/ �071FC ADDRESS -� / � � C/r �'�J� COUNT � �j ' CITY / STATE r1 % �D . b�NJ 1 TOTAL COLIFORM PER 100 MLS NOTE: RESULTS INDICATE NON- p 4 COMPLIANCE WITH MINIMUM DRINKING WATER SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. STANDARDS. FC COUNTS ABOVE 0 INDICATE LAB -MICRO 106 (REV. 3179) loom SEVERE BACTERIAL CONTAMINATION. THIS TEST DOES NOT CHECK FOR HAZARDOUS CHEMICALS THAT COULD IMPACT DRINKING Lu WATER SAFETY. NOR DOES IT CHECK FOR SPECIFIC PATHOGENS.. O p i STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitation Districts - 846 Forest Road PWSID N Vail, Colorado 81657 RESULTS LOCATION OF DIRECT SAMPLE TAKEN: TIMME�SAMPLE L � �D "ATE C /�/� CHLORINE COUNTY ¢ O SAMPLER �> RESIDUAL MG/L COMMUNITY SUPPLY ( ) ROUTINE TRIBUTION SYSTEM SUPPLY L.T.B. 24 HR. a ( ) NON -COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER 48 HR. v+ ( ) OTHER PUBLIC ( ) RAW ( ) GROUND ( )SURFACE BGB H ( )E X PRIVATE ( ) SPECIAL PURPOSE SAMPLE 2 # NOTE: IF ALL INFORMATION IS PPLIED. THE SAMPLE WILL BE DISCARDED � ADJUSTED COUNT ECB RETURN TO Q ADDRESS ZC v /rd/ r FC COUNT O t i 20 / �/ ��� CITY 1/ NOTE: RESULTS GREATER THAN IT COLIFORM PER 11 /STAT'c r ,l ✓ 100 MLS INDICATE NON- COMPLIANCE WITH O \III Jf MINIMUM DRINKING WATER SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. STANDARDS. FC COUNTS ABOVE 0 INDICATE LAB -MICRO 106 (REV. 3/79) 100m SEVERE BACTERIAL CONTAMINATION. THIS TEST -DES NOT CHECK FOR HAZARDOUS CHEMICALS THAT COULD IMPACT DRINKING WATER SAFE . NOR DO .S IT CHECK FOR SPECIFIC PATHOGENS. j L < ,.. a ._ MEMO TO: Chuck Ogilby FROM: Craig Robillard DATE: January 31,1909 RE: Shrine Mountain Inn Wrier Quality Monitoring Program Our Project Number 10932 3-S— � I spoke with Eric Edeen on this date and discussed the on water quality monitoring program that you have begun. He had no suggestions for modifying or improving it. He does want you to continue the program as initiated but does not see the need for my continued involvement Athis time. Based on my discussion of the data with him I have the following suggestions: Be consistent In the testing procedures and In what parameters you measure. it appears that you have dropped some of the parameters already for some dates. Be consistent at both sites also. He appears to be satisfied with the frequency of testing. I'd suggest you test about 3 times per year. June, August, and October would seem reasonable. The June tests may be a problem due to high runoff and may be contaminated from surface runoff from the entire countryside. Again, this will be good baound info. In summary, I recommend you minimize R&A's Involvement atthis time. Let me know If you need more input or have more questions. Enclosed is our Invoice for workto date. Thanks for the opportunity to be of service. Enclosure: kvoice ,E, Ic- - 1(J1 S /v2K� 1. PT 2 �e �leei /;?-� 0 F Ee 9 ENv��pN esKVIN MOUNTAIN INN Elevation 11,209 feet 6 - "V- �-S- '7- Alt, s 7 '13 N' tu- wwve 7xe -7 ?e 70 • Vail, Colorado 81657 o (303)476-5-7�-� Chubs Qgi(ib y "Tr r� p.- i/W, S�"' e" AL-,H/P /tom ✓�' v� e ; Apollo Park at Vail Vail Intermountain Swim & Tennis Club Condominiums Trahern Investments, Ltd. • Hell Roaring Ranch Company 2938 South Frontage Road 0 Vail, Colorado 81657 0 (303) 476-3070 ' .. .'TS.�.-y �. � .g-: -yrf - ' �••ri�F`IPRY.ii, .b..`-'Rsl'.f �",bi _ _. �I�Ct7+' .'!tf^.^ �i-�.. �.,._. •,+r•r STANDARD BACTERIOLOGICAL WATER TEST Y Upper Eagle Valley Water and 3arNhMon Dlsbkft 4 ' t146 Forst Road Vail, Colorado $1657 RESULTS MEMBRANE FILTER c W , AME OF SAMPLE TAKEN: �S r DIRECT r �- 3 "` ; z DATE -�TIME� t%I SUPPLY -� o �4- �) / /t CHLORINE COUNTY �-- SAMPLER r IA VERIFIED g. RESIDUAL MG/L � 4 'it ' 1 )COMMUNITY SUPPLY I )ROUTINE DISTRIBUTION SYSTEM SUPPLY h ( )NON COMMUNITY ) )CHECK SAMPLE ( )PROCESS WATER �J/V ADJUSTED COUNT: COLIFORM /100 ML w?r"G. = e, ( ) OTHER PUBLIC ( RAW ( )GROUND ( )SURFACE ( ► PRIVATE ( SPIUAL PURPOSE SAMPLE LAURYL SULFATE BROTH 1 '� "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE•SAMPLE WILL BE DISCARDED. n.010 24 3 / %/ /T %/7/ ` C, !( 48 • I" Q L� RETURN TO _.ter r /`.' // . _ 1 jh'I 5 BGB _ .� ADDRESS Mppl COkkDRM / 100 ML CITY-STATE__ b� r r r rl r` 1 j l RESULTS GREATER THAN; NE COLIFORM PER 100 ML It CIICATES SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. NON-COMPLIANCE WITH MINIMUM a a w- LAB -MICRO 106 (Rev. 3-79) 1OOM •• 'DRINKING WATER STANDARDS. c c r _ 7,1""1 :.. +— —•----•�"'-Ci..= ...:Fri",•- ...�.Tnsc.--e.+A- �... - ;,v,n,.s _.._ _„r•._ - — r ... STANDARD BACTERIOLOGICAL WATER TEST Ff Upper Eagle Valley Water and Sanitation Dlshtets I \ 846 Forest Road RESULTS Valk Colorado 81557 �Ur/CE •r (.�� LTIME S7 r'yYAMEOF SAMPLE TAKEN: DATE SUPPLY CHLORINE COUNTY !/_ �r i SAMPLER , (I RESIDUAL T_MG / L ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER 1 1 OTHER PUBLIC (,A RAW ( ) GROUND ( ) SURFACE ( ) PRIVATE (/X SPECIAL PURPOSE SAMPLE "NOTE IF ALL INFORMATION IS NOTSUPPLIED. THE SAMPLE WILL BE DISCARDED. RETURN TO ADDRESS j . f / CITY-STATE i•' %� i SEE REVERSE. FOR, TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. LAB -MICRO 106 (Rev. 3.79) IDOM` MEMBRANE FILTER DIRECT -t- VERIFIED ADJUSTED COUNT: COLIFORM / 100 ML LAURYL SULFATE BROTH 24 48 BGB MPN COLIFORM / 100 ML RESULTS GREATER THAN ONE COLIFORM PER 100 ML INDICATES ° NON-COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitalm DNNrbla RESULTS M" ; 846 Forest Road Valk Colorado 81657 ( -�-;r-LLy�'�i • • Jl.r. MEMBRANE FILTER W H W { 1^ cr NAME OF {jam , ` ' `� ' r� DIRECT -�� -cr r 2t Z o SAMPLE TAKEN: DATE TIME SUPPLY r ( VERIFIED , a _ CHLORINE COUNTY I '� L SAMPLER %� yf RESIDUAL MH/L' V ( I COMMUNITY SUPPLY ( ) ROUTINE DIST41BUTION SYSTEM SUPPLY NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER OTHER PUBLIC RAW ADJUSTED G% COUNT: (� COLIFORM/ IGO ML y ' I ( ) ( ) GROUND 1 ) SURFACE LAURYL SULFATE BROTH I I PRIVATE (SPECIAL PURPOSE SAMPLE **NOTE: IF ALL INFORMATION IS NOf SUPPLIED, THE SAMPLE WILL ~ BE DISCARDED. 24 48VAJ RETURN TO _ 86B r x ) �' �^ % r ' r� 1✓ ADDRESS ^ MPN COLIFORM / 100 ML �•If� t L �G' L� �' ' RESULTS GREATER THAN ONE CITY-STATE 1 • COLIFORM PER 100 ML INDICATES SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. NON-COMPLIANCE WITH MINIMUM a c LAB MICRO 106 (Rev. 3 79) 100M DRINKING WATER STANDARDS. o 0 STANDARD BACTERIOLOGICAL WATER TEST Upper Eagle Valley Water and Sanitatlon Distrieb 846 Forest Road RESULTS Vail, Colorado 81657 •• !r, t,•;r.^_ , < (, ;� MEMBRANE FILTER W w DIRECT 1 NAME OFr % ; - _ � W SAMPLE TAKEN: DATE'S TIME `p'�"� SUPPLY ¢ o VERIFIED CHLORINE t U COUNTY SAMPLER "-" RESIDUAL MG y e F I )COMMUNITY SUPPLY ( )ROUTINE DISTRIBUTION SYSTEM SUPPLYADJUST Q ,-�• y I I NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER ;' COUNT: /?; COLIFORM / 100 ML - \ r ( ) OTHER PUBLIC (,O RAW ( ) GROUND ( SURFACE ('• ,r I I PRIVATE* SPECIAL LAURYL SULFATE BROTH (x) PURPOSE SAMPLE **NOTE IF ALL INFORMATION IS NOT SUPPLIED. THE SAMPLE WILL 24 BE DISCARDED 48 RETURN TO /' �r 1 O c ADDRESS CITY-STATE SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS LAB -MICRO 106 (Rev. 3.79) IOOM BGB Z O r� MPN COLIFORM / 100 ML RESULTS GREATER THAN ONE J '� COLIFORM PER 100 ML INDICATES NON-COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. o 0 D STANDARD BACTERIOLOGICAL WATER:TEST uPPM �M ��'walKnd �pY pfNrlob, so F, wa. coondo slay SAMPLE TAKEN: DATENE"bF TIME SUPPLYR COUNTY x i6ice SAMPLER RESIDtIAC'" ( ) COMMUNITY SUPPLY 1 ) ROUTINE DISTRIBUTIDN SYSTt M SUPPLY''z? f ( ) NON COMMUNITY `+ z (. ,) CHECK SAMPLE (. ) PROCESS WATER ( 1 OTHER PUBLIC (x,) RAW ( ) GROUND ( ) SURFACE ( 1 PRIVATE ( SPECIAL PURPOSE SAMPLE -'NOTE: IF ALL IN IS NO SUPPLIED, THE SAMPLE WILL BE DISCARDED, RETURN SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. LAB -MICRO 106 (Rev, 3-79) 100M RESULTS, i ^- STANDARD BACTERIOLOGICAL WATER TEST LIPPer Eagle Valley Water and Sanitation Districts 846 Forest Road RESULT S Valk Colorado 81657 MEMBRANE FILTER nl SAMPLE TAKEN: DATE ( ifDUiECT TIME ` ' r ' ! d NAME OF _� L SUPPLY 2 VERIFIED _ t L CHLORINE COUNTY r f SAMPLER �!•-tL$�)` RESIDUAL MG / L ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTR BUTION SYSTEM SUPPLY ( )NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER 1 1 OTHER PUBLIC (,` )RAW ( )GROUND ( )SURFACE ( ) PRIVATE () SPECIAL PURPOSE SAMPLE ED Cy N COUNT: OUNT: LAURYL SULFATE BROtH L' v -'NOTE: IF ALL INFORMATION IS NOT SUPPLIED. THE SAMPLE WILL 24 BE DISCARDED. RETURN TO ='? _'!�, (r ! J7, trV 48 L BGB ADDRESS MPN COLIFORM / 100 ML CITY-STATE RESULTS GREATER THAN ONE COLIFORM PER 100 ML INDICATES SEE REVERSE FUR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. NON-COMPLIANCE WITH MINIMUM LAB -MICRO 106 (Rev. 3-79) 100M DRINKING WATER STANDARDS. D \i STANDARD BACTERIOLOGICAL WATER TEST \\ UPPw Ent* V91110Y WSW and llanlhllon° BN6bl�ri3 F Ott ' � Ads "11 ti ; w dN Fobs! Road r VaR, Co1o►adol11ad7 ,RESUl15 •• "%' MEMBRAN HLTER n }i NAME Of SAMPLE TAKEN: DATE "; a TIME L '�SUPPL1rt� DIRECT h COUNTY CHLOR[Nf . _` VERIFIED: �x P'�v oATi ;; n W � SAMPLER 'RESIDUAL ( ►COMMUNITY SUPPLY ( j ROUTI101RIBUTION SYSTEM SUPPLY, " -C Gr �C ! 4 .' ( ) NON COMMUNITY *� ( :: •) CHECK SAMPLE (_ ) PROCESS WATER_ , ,IlOJtISTI� • ,:.•_. h ( 1 OTHER PUBLIC ( )RAW ( }GROUND )SURFACE ( . COUNT: ;COLIFOW� 100 ML ~ ( ��) PRIVATE ( ) SPECIAL PURPOSE SAMPLE "NOTE: LAURYL SULFATE BROTH > IF ALL INFORMATION IS NOT SUPPLIED. THE SAMPLE WILL BE DISCARDED. 24 ram{ JL 48 a �� RETURN TO �r�J•�.. r TN. /1)�tii !`� { ADDRESS!,) �) �'? MPN COLIFORM / 100 ML CITY-STATE i n ' O %4% j v . RESULTS GREATER THAN ONE SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. LAB -MICRO 106 (Rev. 3-79) 100M COLIFORM PER 100 NON -COMPLIANCE ITHINDICATES MINIMUM - DRINKING WATER STANDARDS. c c _. , _.rs,�w■,� '- . -rsl+.'�s*�+rC;ems-a�?Z-.,.T� : ,y, ,.. _ . _ .., -- 7. -_ STANDARD BACTERIOLOGICAL WATER TEST '�1. UPPar Eag1a V8110Y Water and SarMtation Districts +, "S Forest Road RESULIS Vail, Colorado $1657 - .. MEMBRANE FILTER W H SAMPLE TAKEN: DATE f ` I NAME OF r�t �r DIRECT i. TIME SUPPLY^T:rl " z CHLORINE COUNTY { i4L+�' ` SAMPLER 064L6ra VERIFIED -o RESIDUAL MG / L ( I COMMUNITY SUPPLY I ) ROUTINE DISTRIBUTION SYSTEM i&PPLY -' I (Y 1 T 4 , ( ) NON COMMUNITY " ' ( )CHECK SAMPLE ( )PROCESS WATER ADJUSTED �r `- h h ( 1 OTHER PUBLIC RAW ( ) GROUND ( J SURFACE COUNT: COLIFORM / 100 ML E; ` ( ) PRIVATE �`_ ( )SPECIAL PURPOSE SAMPLE LAURYLSULFATE BROTH "NOTE: IF ALL INFORMATION IS NOT SUPPLIED. THE SAMPLE WILL BE DISCARDED. 24 •- �, ,i -� 11 �.%/t&f i 48 RETURN TO , i A) . J ri-,( l/i ADDRESS :!- ;f BGB Z CITY-STATE ��/ ' t <%, %iI(i� MPN COLIFORM / 100 ML 0 RESULTS GREATER THAN ONE SEE REVERSE FOR TIME LIMITATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. COLIFORM PER 1DO ML INDICATES NON-COMPLIANCE WITH MINIMUM LAB MICRO 106 (Rev. 3 79)t00M DRINKING WATER STANDARDS. c c WRJ-5-Rev. 76 1 Application must be complete where applicable. Type or print in BLACK INK. No overstri kes or erasures unless initialed. RECEIVED COLORADO DIVISION OF WATER RESOUR 818 Centennial Bldg., 1313 Sherman St., Denver, Colorad� "5 1986 IRECOVED PERMIT APPLICATION FORM VSJ%X IRCP$ s>sl►tt:- r _ E5S0�ciRge .�IOV�2 5 19 $s ()() A PERMIT TO USE GROUND WATER CIN& WQXR (X) A PERMIT TO CONSTRUCT A WELL 11-2 5-$S 1:11 I= EEst., '�jf.gN FOR: (X) A PERMIT TO INSTALL A PUMP 032472 25.00 GpLo ( )REPLACEMENT FOR NO. ( )OTHER WATRES F-0131-7 OF �t WATER COURT CASE NO. _ 0�@J (1) APPLICANT - mailing address NAME C_ /4VCk O(_t I L.BY STREET` Zq 3 $ S. hR1ow7-, ?e rec{, �ilf CITY V141L 604-0. 8/&57 (State) (Zip) TELEPHONE NO. 303 q76-3070 (2) LOCATION OF PROPOSED WELL County fig&LE �- 2 • '/ of the N' W• '/ Section Twp. G S , Rng. 79 W TN. P.M. (N,S) (EX ' (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) Average annual amount of ground water to be appropriated (acre-feet): %S %w0 Number of acres to be irrigated: _ ,Xo Ox:- c ve & ee Proposed total depth (feet): Soo Aquifer ground water is to be obtained from: CReek Dqqw,9c7e Owner's well designation GROUND WATER TO BE USED FOR: ( ) HOUSEHOLD USE ONLY - no irrigation (0) ( KU DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( 1 COMMERCIAL (4) ( ) MUNICIPAL (8) ( ) OTHER (9) DETAIL THE USE ON BACK IN (11) (4) DRILLER Name L ►c eAic e d Street City (State) (Zip) Telephone No. Lic. No. FOR OFFICE USE ONLY:�N O1 ) Receipt No. / c3 t 2 / Basin a Dist. 25.00 gJTE FM THIS COLUMN CONDITIONS OF APPROVAL This well sha11 be used in such a way as to cause no material injury to exist,'ng water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 1) APPROVED PURSUANT TO..CRS . 37-92-602 (3)(b)(II) AS THE ONLY TELL 01; A'TRACT OF LAND OF gr2 ACRESDESCRIBED AS cv ti'uYy 8 , r. 6 s ,/2 79 u•�, 6 P, M � 2) THE USE OF GROUNDWATER FROM THIS WELL IS LIMITED TO FIRE PROTECTION, ORDINARY HOUSEHOLD PURPOSES INSIDE A SINGLE FAMILY DWELLING, THE IRRIGATION OF NOT MORE THAN ONE ACRE OF HOME GARDENS AND LAWNS, AND THE WATERING OF DOMESTIC ANIMALS. 3% THE RETURN FLOW FROM THE USE OF THE WELL MUST BE THRU AN INDIVIDUAL WASTE WATER DISPOSAL SYSTEM OF THE NON - EVAPORATIVE TYPE WHERE THE WATER IS RETURNED TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS LOCATED. 7i7 rir. APPL ICATI ON_APPROVED PERMIT NUMBER 146373 DATE ISSUED DEC 1 1 1986 EXPIRATION ATE O E C 1 19 u Q �1\�i\1��tt1{���1►�rl�r��l,1 � I.D. COUNTY— s (.5) THE LOCATION OF THE PROPOSED WELL and the area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. 1 MILE, 5280 FEET ---j I NORTH MCTION LINE — + _ I �NORTH1 T w — — z m +I 1 x O Fr, y 4— + 0 I m W y y 1 3 FT O Z E T +— 3 - —�— — —�— m + — + I i I - — SOUTH SECTION LINE — + + 4— + The scale of the diagram is 2 inches = 1 mile. Each small sauare reoresents 40 acrpc WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (6) THE WELL MUST BE LOCATED BELOW + by distances from section lines. 36o40 ft. from Sou %`f sec. line (north or south) 2890 ft.from J51Y57- sec. line (east or west) LOT BLOCK FILING # SUBDIVISION (7) TRACT ON WHICH WELL WILL BE LOCATED Owner:r�3,�oE3F CN�'C� No. of acres_RD Will this be the only well on this tract? Yes (8) PROPOSED CASING PROGRAM Plain Casing 8 in. from C— ft. to 20C ft. in. from ft. to ft. Perforated casing 8 _ in. from Z00 ft. to 30 D ft. in. from ft. to ft. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH GROUND WATER WILL BEUSED: Owner(s) : RHO e'3CJ 13ARR E7—,T A,vd ChVClc Oaxar No. of acres: g� Legal description: E, Sec 8 70& J'VSff/P (OS 79k-' Vmr ell. (11) DETAILED DESCRIPTION of the use of groundwater: Household use and domestic wells must indicates t,.r,n .,f (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) Description of land on which used titcnie f J (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST O.F HI NOW EDGE. . fit / SIGNATURE OF APPL/CANT(S) r� I Use additional sheets of paper if more space is required. PRIVATE WASTEWATER DISPOSAL SYSTEM FOR SHRINE MOUNTAIN INN PROJECT 10932 - - - AUGUST, 1988 PREPARED FOR: T. CHARLES OGILBY CRAlG F. R091LLARQ CHARLES P. MALLOY, PHOEBE BARRETT PREPARED BY: ROBILLARD & ASSOCIATES, INC. 1ST BANK CENTER, SUITE 205 SILVERTHORNE, COLORADO 80498 303-468-6281 _- N A/ 12 C,,f. 7-1 ON J0.6;oe C7 3 JOB SA11WJC U,12V1/7X-1X1 11-,V411 SHEET 2. OF Z FEATURE 1,Z1r711L DATE -97� BY <ze - CHK. DETAIL &LL64j CZ- / LE Pik' JOB NO. / /2 f P.O. Box 589 Phone 303-468-6281 Silverthorne, CO 80498 Robillard & Associates, Inc. Denver Direct 303-623-0426 pE2G Z t 1 JOB JAlIP/N47 '" ;"..% /(/:'l.� SHEET `3 OF �O FEATURE PI1LV -� DATE 8- It -gam BY '% CHK. JOB NO. /C) c s, L- P.O. Box RobilIard & Associates Inc. Denver Silverthornene, CO 80498 f Direct 303-623-0426 _ 1 1 1 z_ 1 , f b f 1 � t t r 1 V , 1 x i ! t i e t t ' I t F t I t r x t • x t ._,....._. n .. ........ .�...___. { _._____-• __.._ .! ''_ •_. _.._ .-._ ..:..._ a _.. __:. ._ ._x-_...... /fin/..1. / _ ..._ T* i. sr%c+ern �a .vcmwe:+e: x .. ... a a. i e�.yyrraaµ;,._y.'.++x ��- -i: .....- -.v.x r-:....v � _.i ,..✓:�'.'.aw _t f y... m_.. .. vv..,. --v.^>-_: .._.. a zz.5- x o � .., JOB %�✓�>. /l/ /� 7 //t��% SHEET `S— OF D FEATURE !�V li"'�i ( DATE 8'y- SS BY— CHK. DETAIL %/ 7 ��H�l JOB NO.. P.O. Box Robillard & Associates, Inc. Denver Direct Phone 303-468-6281 Silverthorne, CO 80498 303-623-0426 ne, VENT. -DETAIL rr—.—T-1 4PVC END CAP JOB Sf /LI %/� ✓� SHEET DATE OF O FEATURE DETAIL BY� JOB NO. CHK. 1192% P.O.Box Silverthorne, ne, CO 80498 Robillard & Associates Inc. , Phone 303 - Denver Direct 303-62323-0426426 A WATER T/BHT .Q/5ER 51-/ALL BE PLACED OTHE F/.PST COMPARTMENT MANHOL E 6T/NE MANHOLE EXTENDS e,- TO /O /it/CNCS A� IiE F/NAL C.�.40E. THE S' ALL CONSJS T OF TiyE A/ECESSA �P y P�PEC 4, 7 C0.vcR- TE �P/SE.P R/N4S ANO A MOOEC ✓ - Zzao AIWZ- iP METE.2 P/T iP/NG ANO CO I,E.P AS ,O/ST,P/BUTEO BY J'MA.PK CO�PPO.P,4T/ON O.P EQU,4L. APP.PO vEo BY TiyE ENS'/NEE.P � sUMMir co1�n/TY oE',�T. O�" EN 1/JRONMENTAL //EAL Tf/. THE MANHOLE OliER THE SECOND COMP,q,PTitiIENT sh'QCG �� CONSTiP!/CTE"O OF P.PECAST CONC.PE� E-• .P/SE.P ,P/�1/l,`S ,4/VO Sf ALL EXTEND TO W/TH/N 8 IAA:fWES OF F/1VA1- C,'.PAOE, Ti11E- .P/SEEP Sh'AC L BE 1iS/ATE.P T/�'h�T A/VO .yA !/E A P.PECAST CONC'IPETE- CO �/E'iP. I , WATCA7 METF_.e P/TR/N4' Co.c/E.P /Z .Rfee SSEO rOP L /O FO.P SLAB C6W--37 PUG'T/ON, FO,PI,'ED 5PA55 TO F/T i 0CA1TA4'0A1 BOLT W/TN ZOP/PE fie TILE /3,, ALUit-!/(t/UM Wi45h�E,� T /RON SCREW 49157VIBU71570 BY= .J'AV,,C' COKPPORAT/ON P, O. BOAC / /56 � ,70 BRA/ WToN BL VD. COMMC,eCE C/Tt; CO. 80OZZ (S03) 089 J-Z1! O �C.45T /,QO/V F.POST G'OVE.Q� RISERS FOR FIBERGLASS SEPTIC TANK /FA FJBE.PC,LASS 5EPT/C TANK /5 l/T/L/ZED FO,P THE 11v-57,4LL ATION, A F/BEQG'LA55 RJ5ER "A V BE U5E0. THE .P/SE.P SNAL:L_ &C WATER?-&,- 17- AAIZ2 EXrENO TO W1r1-1/1V TWO /NCf/ES OF F/NAG 4.PA OE. .P/SE,PS SJ-1AZ- L BE MARKED W/Tfl A -15" // 411 /NSTALLEO_ . TO BE FL z16 hl WITH F/it/AL C ZAOE. JOB =�&Illr d1 ('i2X,1 TA/A/ 141 SHEET OF Z C9 DATE - FEATURE BY_ CHK. DETAIL.-- JOB NO. 02 P.O. Box ne. Robillard & Associates Inc Phant 303-468-6281 426 Silverthorne, CO 80498 , Denver Direct 303-623-0426 t TYPICAL TRENCH -SECTION SDR 35 PVC Service Line Top of trench or (To be used for all solid wall piping) Pavement Sub ride Trench to meet requi re) 4 COMPACTED BACKFILL (A Specified) ,ide Nslopessafe cents COMPACTED /COVER MATERIAL / (As Snegi f i ed,} / COMPACTED BEDDING MATERIAL . j As Specified; Bottom of excavation min.width of trench= p* + 24" d BEDDING MATERIAL - IMPORTED 12 Min. Springline or "ipe 4" Min. I 1 I. I See plans' for depth' of cover Od=Outside Diameter of Pipe Barrel Crushed stone(1/2" Screened Rock)meeting-ASTM C-33 No. 67 or other material approved bI the Engineer. recomended by the pipe manufacturer. COVER MATERI?.L - IMPORTED Material approved by the Engineer which substantially conforms to the following grading requirements. % Passing by Weight 'of Material { SIEVE SIZE % OF PASSING % OF PASSING 1-1/2" 100 100 3/4" .0-30 or 100 i No. 4 0-10 0-10 No. 200 0-6 0 4 i BACKFILL MATERIAL - NATIVE____ — Excavated material. JOB �f�l ' /`/� L% r/:' / /'/V SHEET OF 269 DATE` FEATURE By CHK. DETAIL JOB NO. 't P.O. Box 589 Phone 303-468-6281 Silverthorne, CO 80498 R o b i l l a rd & Associates, Inc. Denver Direct 303-623-0426 Z O Q CL J O O J O c O N a � U U Ln co Q C O O aL a), u J U) li N a� L U C M # Ta) 1U N J,p V # O 0��� _ [L O w U L (U a a) L L E a a 0 m 5 O L' - a) a) a) 2 2 2 .a E > Yl Q � J It I'll a) 0 2 ti H 0 2 w J O I w J LL O a _J O V) V) C L O a) :- � N U O U N N 0 fl .0 m C w � a U c E a) � o �I_- C L O o Q 3 a) O to U) F- a E O Q J w s �fVN N N U � � C -0101 N w������� J EI� O H `� F- 0 Z p 0 'D a� 1 (n O U d N r tsaCO) L U � � , c C C w a) N OJ f'— LLJ w F- cr O LL w Q M NOTES: All system �---- testing,, calculations, and design have been performed in' �mccordaooe with ` the -»8��le County Individual' Sewage -Systems - --/ / ` . . ' Regulations." All construction shall comply with same. The septic tank shall have 3 compartments with: a �alloo ' capacity. The dosing device shall be sized to discharge' ^ -gallooa and the dosing tauk shall have a capacity of gallons. The The e within the m��ur�tioo area shall have the following / aggregate ' --r-�--- ' composition. Standard Sieve Size ' ^ -- ° ' - ! ` l-l/�w `` � ' � � - -�_ j _ - �»»� - ` � - - 3/�' - - �- --` -�-- 0-30% - --- - '' No. 4 - - 0-5% The Eagle County Health Department shall be consulted JOB NO. DETAIL- GENERAL NOTES P.O. Box 589 Silverthorne, CO 80498 Robillard & Associates, Inc. Phone 303-468-6281 Denver Direct 303-623-0426 RECEIVE SEP 2 88 :fit of Comm. Dew. EaCO 91631 5 ee;r-5 e e-s -7� >1dde %� .fir✓� Doc' _ �7 �� c `Gee i _" er►� /� 7i c� lve- V/q 7-1 . i✓ we'.,," m 857 Ogilby Tract 37 Shrine JOB NAME Pass JOB NO.�/ 1 ___ _... , �� .._._ _...... ,.,,,, ,,,,,,......,,,, .acn•wc, uvu.. UMWIVIV. MA 01471 p JOIN FOLDER Printed in U.S.A. r li4 'fie `' ;��,r 714 J` � �� .�� C��-�� ���U�� GC ll� �G� � ����� ���5 � -� Si�✓17ri7 l� �� a �` -��� �� �� S � .� �d .. ,.. � � /� -��� S ,\ i I HIV13 AHMZZtiH = 0 I - - }i33 - - - i i i V3mv 391CI0-I INV JNINIa 1 I AVI" I"IVH INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 8 p- 10603 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 486 Please call for final inspection before covering any portion of installed system. OWNER: T. Charles Ogilby,Charles Malloy,Phoebe Barrett PHONE:(970)476-3070 MAILINGADDRESS: 2938 S•Frontage Rd.W. City: Vail State: CO• ZIP: 81657 APPLICANT: Charles Malley/ Charles Ogilby PHONE: 926-3854/ 476-3070 SYSTEMLOCATION: Tract 37 Shrine Pass Rd TAX PARCEL NUMBER: 2207-082-00-003 LICENSED INSTALLER: �3�hezi ��e LICENSE NO: DESIGN ENGINEER OF SYSTEM: Range West, Inc., David D. Clement (q'Z(y - 3711p INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK With a 135 gallon dosing chamber ABSORPTION AREA REQUIREMENTS: 756 SQUARE FEET OF SEEPAGE BED mound 3QHARE-FEEzFeFFRE-N6 BO&A--- SPECIAL REQUIREMENTS: Install as per engineer's design dated 8-15-95. VA ENVIRONMENTAL HEALTH APPROVAL: ,/ 9 DATE: CONDITIONS: �ENIDUAL 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF. 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: 756 SQUAREFEET. Of mound system INSTALLED SEPTIC TANK: 1 Z9 GALLON DEGREES 31 FEETFROM the north east side Of the cabin. SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY 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: Engineer certification received 11-13-97, ENVIRONMENTAL HEALTH APPROVAL: DATE:NOVember 14, 1997 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # (Site Plan MUST be attached) ISDS Permit # I J61 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: PHONE: , MAILING ADDRESS: APPLICANT/ CONTACT PERSON- PHONE: (9'7O)V r 7 MAILING ADDRESS: Z'' - ", /V 7,77 tee, e7er-3, ' -5 7 §7 LICENSED ISDS.CONTP-2�CTOR: velm PHONE: COMPANY /DBA: _S T ADDRESS: PERMIT APPLICATION IS FOR: (X) New Installation Alteration Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) 4,,K Legal Description: Subdivision: Filing: —Block: Lot No. Tax Parcel Number: 2 -7 3 Lot Size: r: F9i6, e2l,_ Al Street Address: BUILDING TYPE: (Check applicable category) Residential/Single Family Residential/Multi-Family* O Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface Public Name of Supplier: *These system —ns re puire c3A SIGNATURE: Number of Bedrooms Number of Bedrooms Type ichn by a Registered Professional Engineer Date: TO BE COMPLETE, BY THE COUNTY J 1 AMOUNT PAID: a RECEIPT DATE: 10 CHECK CASHIER: PREPARED FOR: PRIVATE WASTEWATER DISPOSAL SYSTEM FOR 8 PERSON CABIN SHRINE MOUNTAIN INN PROJECT NO. 14188-227 AUGUST 1995 CHARLES P. MALLOY P.O. BOX 323 EDWARDS, CO 81632 RANGE WEST, INC. ��� P.O. BOX 589 JT'�^ SILVERTHORNE, CO 80498 (970) legs- 3'71te PRIVATE WASTEWATER DISPOSAL SYSTEM DESIGN CRITERIA DESIGN CRITERIA: - (from owner's plans) 8 person ski cabin with limited plumbing FROM EAGLE COUNTY REGULATIONS TABLE OF QUANTITIES AND BOD5 STRENGTH: Recreational and seasonal camp resort (night & day) with limited plumbing 50 gallons per bed space per day 50 gallons per day x 8 x 1.5 (150% for max flow) _ 600 gallons per day maximum flow f SEPTIC TANK SIZE: Minimum tank size is 30 hour minute detention 600- gallons per day = 25 gallons per hour x 30 hours = 750 gallons Per regulations, minimum tank size is 750 gallons and a dosing siphon recommended to charge filed 4 times a day. front range pre cast concrete 1,250 gallon, 3 compartment tank is recommended with a:135 gallon dose discharge automatic siphon in the third compartment. SEEPAGE BED SIZING: - (use modified mound criteria) Percolation test performed August 5, 1995 had a rate of 10.5 MPI. Application rate for perc rate of 0-30 min/in is 0.8 gpd/ft2• Absorption bed area = 600 gallons per day max. = 750 ft2 0.8 gpd/ft2 Bed size = 18' x 42' = 756 ft2 3640/AZ/2/100 i 4 r-7-7-7-7- JOB 1W 7-11 14141 SHEET' OF FEATURE DATE 9 BY --7�7QH - K. DETAIL JOB NO. P.O. Box 589 Phone 303-468-6281 RANGE WEST, INC. -623-0426 Silverthorne, CO 80498 Denver Direct 303 - �1_ -_i ��_,. l._ 1� 1_ ..t ....._. f _._ .1. _.. I . _ _.I__ .._.__.. ___��.:.__i -. � _J.y __:�L._l._�---•- . RISERS FOR CONCRETE i SEPTIC TANK i A. WATE�C'T/4h'T R/SEEP SHALL BE' PLACED 014f� THE F/PST COMPAR7TMCAI7- MAMPOL E- -5O TfNE "ANXOLE EXTENDS G TO /O /NGf/E5 ABOMZ- C01V-6/5 T OF THE NECESSA Fc'S� P.PEC.4S7 CO3VcRE7E ,el6,fR ANO A MOOEL ✓ - ZZao LV,4TE,P METE.P P/T K/!UG' ANO COVE,P AS ,0/57,P19UTE0 BY J'MA.PK CO.P.oO,P,4T/ON O.P EQU,4G APP.Po vE"O BY TiYE" ENS/N 5, SUMMir cOUNrY oEPT. OF' i EN V1,,e0NN'ENTAZ Ar EAL Tf� THE' "XIVh'OLE Ol6E' THE' SECOMO C0/-11�,q,PTitiJEN7 Sf1ALG 6 CONST.PUCTEO OF P.PECAST CONC,P�'TE' .P/SE.P .P/N4S 41v1J S/-/AL L EXTE/UO TO tiL�/TH/N B /NC.YES OF F/N�1L 1 G'iPAOE, T,vE /JE.P 5/IAGG .5C WA .CPT1,:: Vl 7- ANO 1-154 t/E A P.PECAST CONC�PE"TE" CO1/E-�P. i ,�/,�CO. le WA TEMP �tfETf P P/T � �` I /Z Re'CE55E0 TOp L /O FO.P SLAB CGHIST�PUCT/ON. FO,P<�EO BQASS OE5/:�71%1EU TO: F"lT - - PENT,4e;'O/V BOL T w/TN ZO.o/PE GAP TILE /3,, AL U�t1/(ViJit! WASf/E�P i CAST /RoN LOCK/NG" xREW 1 1 COvPP0,,CAT/ON !0l070 8.�/�"HTON BL t/D. COMME2GE C/TY, CO. BGY�ZZ /8 zZ ` ,, f -Z2� O �C.45T /,PON FrP05T COVE.C�, RISERS FO BERGLASS S TIC TANK /FA TANK CS UTIL IZED f GO,P THE /NSTAGL AT/ON, A F/BEQCL•455 �'/ �'A l' BE U5E0. Th'E rP/S�'�P S/-1AGL BC 91ATE,P7-14'Nr A ra 'K�lrl-/!N TWO /NCf/E5 OF Fi�/AL 4'.PA OE. .P/5E.P5 5H.�1 L L BE `�t�l3KEO l�t/!Tf / A -4'�.r 4'�/NSTAL LEO TO BE FL S f1 h// TH F/NAG G F ' z JOB S-11 //✓'' hLV4/7--,l1& //l//y SHEET FEATURE DATE— BY 'ZLZ �__CHK. DETAIL JOB NO. y� 8� P.O. Box 589 Phone 303-468-6281 RANGE WEST, INC. TYPICAL TRENCH SECTION SDR 35 PVC Service Line Top of trench or (To be used for all solid wall piping) Pavement Sub rade COMPACTED BACKFILL ! (A Specified) i . t f See plans` Trench side slopes for depth` P of cover `to meet safety requirements COMPACTED _T COVER MATERIAL } j (As Sge5i Pied 12� Min. t COHIPACTED Springs-ine or °ipe BEDDING HIATERIAL Od - j As Specified : ;: =•` ._ 4" Min. j . Bottom of excavation j r�.i n. width of trench= 0* + 24" d ; 4d=Outside Diameter of Pipe BEDDING MATERIAL - IMPORTED Barrel Crushed stone(1/2" Screened Rock)meeting-ASTM C-33 No. 67 or. other i material approved by the Engineer. « recomended by the pipe manufacturer. .COVER MATERIAL - IMPORTED Material approved by the Engineer which substantially conforms to the following grading requirements. % Passing by Weight 'of Material SIEVE SIZE % OF PASSING % OF PASSING I 1-1/2" 100 100 3/4" .0-30 or 100 i No. 4 0-10 0-10 No. 200 0-6 0-4 BACKFILL MATERIAL - NATIVE —'— ' { —a t - - -----i --- Excavated material. JOB S,,,2/tip )dry IN/y SHEET 8 OF Za DATE FEATURE BY CHK. DETAIL JOB NO. _. P.O. Box $89 RANGE WEST INC.. hone 303-468-6281 c�ti.�.41-- rn onAno _ _ _ -- a M....... no..,M �na_a�s�oa P, PLAN SECTION B. 6„ 21 "clear insert access An 55" 0 4" 24" Dimensions I Capacities Dosing Dosing i9ailonsi I A( g Chamber Discharge W I L( H 1250 gals. Total Weight 6' 8' 10' 2" 5' 10" 6 9 0 4 5 0 100 135- 185 16,670 lbs. 1500 gals. 6' 8' I12' 8"I 5' 10"I 8 5 0 710 546 180- Total Weight 240 20,230 lbs. Also Available with Dual Alternating Siphons Front :Range Precast Concrete 5439 N. Foothills Highway, Boulder, CO 80302 303/442-3207 or 1-800-783-3207 0 $ sy6-� r l 9 SUPPLEMENTARY NOTES GENERAL All testing, calculation, and design have been performed in accordance with the "Eagle County Individual Sewage Disposal Regulation 1989" (ISDS Regulations). All construction shall comply with the same regulations. The following notes supplement the ISDS Regulations. No deviations from the iSDS Regulations or from these notes shall be allowed without written amendment of this design. SEPTIC TANKS. DOSING AND PI_iMP STATION MANHOLES The septic tank shall be a precast concrete structure meeting or exceeding ASTM-C-913-79, and the Eagle County IS➢S Regulations. The tank shall have a total capacity as shown in the sizing calculations for this project in two compartments. Dosing tanks or lift stations may be contained in integral third compartments or in separate precast concrete manholes. See the design calculations and site plan for additional details. All tankage shall have access manholes or other devices meeting the ISDS Regulations. Care shall be taken to assure that all tankage is accessible for maintenance and pumping. - BUILDING DRAIN AND OTHER BURIED PIPELINE Any building drain outside the foundation and building sewer with less than 6 feet of cover shall -be insulated in accordance with the enclosed detail. No pipeline shall be installed with less than 3 feet of cover without consulting the engineer. Special insulation or details may be required in this situation. SOIL ABSORPTION SYSTEM The percolation tests were conducted at the depth shown on the test form. The depth selection was based on best information available at the time of the test. If, for any reason, the field needs to be construction at a different depth, the engineer must be contacted. Backfill over the soil absorption system shall be graded to deflect runoff. h I -i ratoi stem hal be insta ed i acco �da�nit m ufa u r' omm da ionsndeta s in�lude in is �� 1� de�sig p ket. Page /( of 3640/AZ/3/100 All disturbed areas shall be revegetated in accordance with either the landscape plan approved by Summit County or with the following seed mixture: Timothy 20% Orchard Grass 20% Red Fescue 20% Hard Fescue 20% Smooth Brome 20% COORDINATION The Contractor shall be responsible for coordinating with the Summit County Department of Health to schedule the mandatory inspections. CONTROL The Contractor shall establish horizontal and vertical control for all' of the construction required by this design and verify compliance with all: regulations and codes before : beginning any construction. Any conflicts, problems or questions shall be called to the attention of the Engineer immediately for clarifications, interpretation or modification. SAFETY The Contractor is solely responsible for compliance with all Federal, State and Local safety rules, regulations and laws. Page j2,,of 2448/AL/90 0 =CP°p a I V 2 � _% o�� o N J w ~ v W O o to o U a LL n n 0 j L Q z "— tee- v_ N a> ' Yv m -0 CD o o. o ° o v a b o a a�i ..E E • o •a o l*t kt in w, c. �OOppO U O�Ov00 c a�cJtavOo Q � O car � • o a " " � O E � � icy o to a i•� C� � � w O Q •� '� � ''` C J (n w rO ^ .v w = ro t7 Ui t0 T` L I C a . 9 0 = rn QN Q w in c o o 0 0 0 o* w w Q o fY o cz; ►n tr, C1, � _. ~ w �rca� gyp= o J 0o w iZ _J sr U7 (D r` O Phone 303-468-6281 Denver Direct 303-623-0426 011QINE MOUNTAIN INN Elevation 11.209 feet Raymond P. Merry, R. E. H. S . Environmental Health Div. Eagle County P.O. Box 179 Eagle, Colorado 81631 July 29, 1995 Dear Pay, I have enclosed the results of our tests on Turkey Creek since we began these tests in 1988. I have assumed over these years that this testing was our monitoring plan. The test data was also sub- mitted to Sid Fox two years ago at the request of Red Cliff. A copy of this letter to Cal Thomas from Sid is enclosed also. Your office should also be receiving_ the results of our domestic water sampling which we usually do at the same time that we sample Turkey Creek. The first location that we sample on Turkey Creek is where the creek passes under. the Shrine Pass road about one mile west of the summit of Shrine Pass. The other location is about 200 feet below the confluence of WearVman Creek with Turkey Creek. As .you know, since the Shrine Mountain Inn sits right on the divide between West Tenmile Creek and Turkey Creek, it is im- possible to determine which drainage we impact, or to determine the extent of our impact on Turkey. Creek. It also appears that the sampling results are so random as to be meaningless. Our hope would be that we could drop this requirement on our special use permit so as to eliminate the need for the monitoring plan and testing. However, if this is not possible, may I suggest that our monitoring plan continue to be testing of Turkey Creek as we have been doing. Thus we would have a history of these tests since the Shrine Mountain Inn opened. Can we also reduce these tests to twice per summer since the creek is inaccessible in the winter and the summer season is so short. Please advise. Sincerel ��il� L� Chuck Ogilby, Pres. Shrine Moun air Inn, Inc. 2938 So. F tontage Rd. W. Vail, Colorado 81657 • Vail, Colorado 81657 9 h998}011111o9�98 -22 J 4-e 6el-01IJ ��4/ -7W 7-C- �5/ 6 A7 ---------- 7-23-cy� v 4-21 23 C©7 to qq w Z SPECIAL REQUEST TESTS c �� 1 - I I cc A Foc 1 4 I Si (eP+Z)c4c kiI r, M� I L /ram e;J., �r� f- 3 n ct ru„ n of r - n trot r n %Urt�y Cec bell % i i . 00 3 'C i 1 ------------------- -- ----------------- COMMENTS: -OAk Z47 Ck UPPER EAGLE VALLEY Water and Sanitation Districts 846 Forest Road Vail, Colorado 81657 SPECIAL REQUEST TESTS Site: Shrine Mt. Inn (Special request tests brought in by Chuck Ogilby) Samples dated 7/18/88 Total Fecal -----------------------_____________=____---------- Sample Fecal ---------- 1#/100mls ColiformlColiforms treps Ammonia Location#/100mis/100mis I mg/1 I I I CO,'iUIEN TS: Coliform contamination indicates non fecal contamination from neither human nor animal sources, i.e. contamination from environmental (soil, insets etc.) sources. S cq cA� w i l35 � , d��-(�� 553 Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 I �� November 14, 1997 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 T. Charles Ogilby Shrine Mt. Inn, Inc. 2938 S. Frontage Rd. Vail, CO 81657 RE: Final of ISDS Permit No. 11486-95, Tax Parcel #2207-082-00-003. Property location: Shrine Mt. Pass Rd., Eagle County, CO. Dear Mr. Ogilby: 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, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files RANGE WEST, INC. Engineers & Surveyors October 1, 1997 � Chuck Malloy Co, :suiting rn5ineers 201 Stark lklesa Road Land Surveyors Carbondale, CO 91621 Construction Managers Ranners RE: Shrine Mt. hin - IN -person cabin P.0 Bcx ss�a ! Project NO. 14188-227 Si! e "ores• Coioralo 80498 B isiness• (970) 48-c 3 i i Dear Chuck, D..,•:e, ore:.,, 2'.-042e This letter will confirm the results of my recent inspections of the septic system ac:sim;ie: 68-3,65 construction for the new cabin. Separate inspections were made on September 19, 1997 and October 1, 1997. The septic tank, dosing device, effluent line, seepage bed and distribution piping were all inspected. The construction appears to be done in a workmanlike manner and inconformance with the approved design. Please contact me if I can be of farther service. Very Truly Yours, RANGE WEST, INC. David D. Clement, P.E. Principal 4016/A2/118 FROM : CHUCK OGILBY PHONE NO. : 9709633901 Nov. 13 1997 07:54PN P2 --- --- — -- - -,)-I Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 Date: September 15, 1997 TO: Shrine Mt. Inn, Inc. Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1486-95. Tax Parcel 9 2207-082-00-003. Property Location: Shrine Mt. Pass Rd., Eagle County, CO., Shrin Mt. Inn property. Enclosed is your ISDS Permit No. 1486-95. It 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. 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. Your TCO will not be issued until our office receives this certification. 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 the Environmental Health Division at 328- 8755. cc: files Range West, Inc., David D. Clement RANGE WEST, INC. dba ROBILLARD & ASSOCIATES Engineers & Surveyors Consulting Erg reers Land Survevors Construction Maragers Plarrers PO Box 589 Suite 205 1st Bank Center 1-70 & Highway 6 Silverthorne, Colorado 80498 Business (303) 468-6281 Denver DRecl 623-0426 August 15, 1995 Mr. Ray Merry EAGLE COUNTY ENVIRONMENTAL HEALTH P.O. BOX 850 Eagle, CO 81631 SUBJECT: Shrine Mountain Inn Our Project No. 14188-227 Dear Ray, Enclosed are two copies of the design for the proposed wastewater system at the new cabin site. As previously discussed, this design incorporates a mound system with a loading rate of 0.8 gal./sq. ft./day. Also, please note the proposed system is not located within the Turkey Creek surface drainage area. It is therefore not subject to jV the PUD requirement for water monitoring. A Please contact me if you have any questions regarding this project. Very truly yours, , WEST, INC. /V 1 h/ David D. Clement, P.M. o� -q 19753 Principal • �w o Enclosures ! +:if►��t�911111 3641/AZ/100 TCharlesOgi •' � - ,� � �S �ei'Ph! �T "'1_. �� CU �� r��` jr'jrC.c; Pcj Htcrnl �' /Y1 V/cl�'� e De ed 70 �/7�_a�a Apollo Park at Vail • The Lodges at Timber Creek Shrine Mountain Inn, Inc. • Hell Roaring Ranch Company 2938 South Frontage Road • Vail, Colorado 81657 • (970) 476-3070 T. Charlas, Qj1by De clec oprti e V7- De,-,o%, 09 // -2 S' (I( b7 T/f U1 e h(AVP eeCe,✓ecdl �Pl�«,� r x'v,Q C�cJ•2 /V�cN %v�Ui�diNC7 'IT-�H/d/.�(e %'L7�1lNr.gi.✓ /f�✓C� CvCh�-i�`e �P� ©rs,� Y5'00.v (i►!C yti1 iu .�3v� c v o v,P 5 4'�v��' �o � s �-�, rv� x ; �Ler95eKTe/v� ��l '�r4 �'P.Q�►r % Tine �9�/7 Apollo Park at Vail • The Lodges at Timber Creek Shrine Mountain Inn, Inc. • Hell Roaring Ranch Company 2938 South Frontage Road • Vail, Colorado 81657 • (970) 476-3070 1486-95 Tax Parcel#2207-082-00-003 JOB h Tract 37 Shrine Pass RD � rrbe Oalloy Shrine Pass �5��/�vcMf '� m 11 — Fill in JOG NO. /� -� u / • DATE STARTED DATE COMPLETED • o �� / / •Y , / / / /ter . mr • _0 s ARMN I i EVA P-A-1 /A N MOON � A N. TOTA SELLING PRICE -4 719 W, ll W// IN Ell M, � mv, ow'"'I'Volpol 1 WIN40011m log 'TOTAL MATERIAL JIF TOTAL LABORL ME INSURANCE ♦ C 1 05 W 0 WA 1- 7�-; Wf Z I v IND, K - ml I ENMEN15 Evil wmwfAp-�lIIIIIIl TOTAL JOB COST LESS OVERHEAD COSTS % OF SELLING PRICE JOB FOLDER Product 278 �® NEW ENGI AND BUSINESS SERVJCE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. 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 INSTALLATION SITE. ALTERATION PERMIT NO. 1913-99 OWNER: T. CHARLES OGILBY CHARLES MALLOY PHOEBE BARRETT PHONE: 9970-963-3901 MAILING ADDRESS:2938 SOUTH FRONTAGE RD., VAIL, CO 81657 APPLICANT: CHUCK OGILBY PHONE: 970-963-3901 SYSTEM LOCATION: SHRINE MOUNTAIN INN, JAY'S CABIN TAX PARCEL NO. 2207-082-00-003 LICENSED INSTALLER: SHRINE MT. INN CHUCK OGILBY LICENSE NO. 36-99 PHONE: 970-963-3901 DESIGN ENGINEER: RANGE WEST, DAVE CLEMENT PHONE NO. 970-668-3716 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 12 PERSON CABIN 1500 GALLON 3-COMPARTMENT SEPTIC TANK WITH AN AUTO SIPHON DOSING CHAMBER OF 570 GALLONS 1128 SQUARE FEET OF MOUNDED ABSORPTION AREA AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 10/19/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. PROVIDE AS-BUILTS WHEN CONSTRUCTION IS COMPLETED. ENGINEER TO FIELD VERIFY 4 FT. SEPARATION To BEDROCK - ENVIRONMENTAL HEALTH APPROVAL: 1ii' DATE: OCTOBER 21, 1999 CONDITIONS: I. 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: 1128 SQUARE FEET (VIA MOUND DE S TGN ) INSTALLED 3—COMPARTMENT TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM SEE AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS. COMMENTS: ENGINEER FINAL CERTIFICATION AND AS —BUILT DRAWING RECEIVED 1/12/00. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: JANUARY 12, 2000 (Site Plan MUST be attached) ISDS Permit # _ ml - ` I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: (Gff�+R S UC?/ y CH 2 fi)1i PHONE: ( 97(9) 90-31i101 MAILING ADDRESS: Z�3R S,,�QCIi✓ 174G-E /1 r.,9. a.i _ Pv r�r�., •" APPLICANT/CONTACT PERSON; �NUGIk'a/CL4 PHONE: MAILING ADDRESS: 4,�;E tS }�3ov'E. LICENSED ISDS CONTRACTOR: 'L14"ek' ocr1'�64 S14AMWZVA1 PHONE: L9�0) 9&3-390I COMPANY / DBA : 'Sfk1rJ6 MTN. -T,/.I ADDRESS: 54iiak 45 19r3oVE � c C nl 1-✓ �/� � G Ar-s7- DA CLe--,*A I- 47O (do?-37 /(p PERMIT APPLICATION IS FOR: ( ) New Installation (k`) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # lo"ox- (if known) Legal Description: Subdivision:k&.-7-0 Filing: —Block: Lot No. Tax Parcel Number: G Z Q - � 2 - C - 0 O 3 Lot Size: iCl;?S Street Address: x,4e " 37 Pgss A5, BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms (X) Commercial/Industrial* Type /Z 10045/m Ci961W TYPE OF WATER SUPPLY: (Check applicable category) (X) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require de y a Registered Professional Engineer : SIGNATURE' n� 7 C#4Cc,6 (413 Date: L?-13 `7! ************************* *********************************************** TO BE COMPLETEG BY THE COUNTY AMOUNT PAID: ►.�v RECEIPT #: (TIE DATE: CHECK #: 3,S- q,3 CASHIER. Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: Hwww.eagle-county.com EAGLE COUNTY, COLORADO Date: October 21, 1999 TO: Shrine Mt. Inn, Chuck Ogilby Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1913-99. Tax Parcel # 2207-082-00-003. Property Location: Shrine Pass Rd., Jay's Cabin, Shrine Pass, Eagle County. Enclosed is your ISDS Permit No. 1913-99. It 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. 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. Your TCO will not be issued until our office receives this certification. 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 the Environmental Health Division at 328- 8755. cc: files Range West, Dave Clement Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com January 12, 2000 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Charles Ogilby C/O Shrine Mountain Inn 2938 South Frontage Rd. Vail, CO 81657 RE: Final of ISDS Permit #1913-99, Tax Parcel #2207-082-00-003. Property location: Shrine Mountain Inn, Jay's Cabin, Eagle County. Dear Mr. Ogilby: 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. Since rely,, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files RANGE WEST, INC. Engineers & Surveyors Consulting Engineers Land Surveyors Construction Managers Planners P.C. Box 589 Sllverthorne, Colorado 80498 Business: (970) 466-6281 Denver Direct: 623-0426 Facsimile: (970) 668-3765 ( a� December 13, 1999 Chuck Ogilby P.O. Box 323 Edwards, CO 81632 SUBJECT: Shrine Mountain Inn (Jay's Cabin) ISDS Permit 1913-99 Project No. 14188-227 Dear Chuck, This letter will document the construction of the septic system for Jay's Cabin at Shrine Mountain Inn. I inspected the construction on October 26, 1999 and have reviewed the as -built measurements. The system appears to be constructed in conformance with the approved design. A copy of this letter is being forwarded to Eagle County Environmental Health as required. Please contact me if I can be of further service. Very truly yours, RANGE WEST, INC. i�08,1,A David D. Clement, P.E. Principal Li 1`773 °T = - G 9000ans ... cc: Eagle County Environmental Health 4464/D/100 . d� EM RANGE WEST, INC. January 7, 2000 Engineers & Surveyors Consulting Engineers Land Surveyors Construction Managers Planners P.O. Box 589 Silverthorne, Colorado 80498 Business: (970) 468-6281 Denver Direct: 623-0426 Facsimile: (970) 668-3765 Chuck Ogilby 2938 South Frontage Road Vail, CO 81657 SUBJECT: Shrine Mountain Inn (Jay's Cabin) ISDS Permit #1913-99 Project No. — 14188-227 Dear Chuck, Enclosed is the as -built map for the construction of the new septic system at Jay's cabin. The map has been prepared based on field measurements taken during construction. A copy is ,also being forwarded to the Eagle County Environmental Health department as required. Very truly yours, RANGE WEST, INC. C'/f/^/' David D. Clement, P.E. Principal cc: Eagle County Environmental Health 4475/D/100 �A� SEEPAGE BED 4 �C WW OQ I 4E7/SED TO SHOW AS CONSTRUCTED D1fvtENSiONS P.O. BOX 589 1 INC. PHONE 970-468-6281 SAL VERTHORNE, CO 80498 ENGINEERS & SUR VEYORS DENVER DARECT 303-623-0426 RANGE WEST, INC. Engineers & Surveyors Consulting Engineers Land Surveyors Construction Managers Planners P.O. Box 589 Silverthorne, Colorado 80498 Business: (970) 468-6281 Denver Direct: 623-0426 Facsimile: (970) 668-3765 October 19, 1999 Eagle County Environmental Health P.O. Box 179 Eagle, CO 81631 ATTN: Heather SUBJECT: Shrine Mountain Inn, Jay's Cabin Project No. — 14188-227 Dear Heather, As we discussed on October 18, 1999 I am providing the following information required for your review of the proposed septic system at Shrine Mountain Inn. 1. There are existing septic systems at Shrine Mountain Inn associated with the main lodge and other cabins. These systems are located in excess of 250 feet from the proposed system for Jay's cabin. 2. The existing septic system at Jay's cabin will be abandoned after construction of the proposed system. 3. Contours for the proposed septic system area are not available, however the site plan (attached) has been updated to show slope directions and approximate grades. 4. The building sewer does not cross the existing driveway and the site plan has been revised accordingly. Please contact me if you have further questions. Very truly yours, RANGE WEST, INC. �. L . 40L,�#, 19,753 a � David D. Clement, P.E. Principal iE iillity���l1,``` Enclosure cc: Chuck Ogilby 4448/D/100 QO ;W WaW, o~ o t = �R=A=N=G=E===W=E=S=T P P.O. BOX 589 fA I PHONE 970-468-6287 5/L VERTHORNE, CO 80498 ENGINEERS & SURVEYORS ' D£NV£R DIRECT 303-623-0426 s AQn.i,-nT Avn 1a1RR-9�27 PRIVATE WASTEWATER DISPOSAL SYSTEM FOR 12 PERSON CABIN SHRINE MOUNTAIN INN PROJECT NO.14188-227 AUGUST 1999 G PREPARED FOR: CHUCK OGILBY P.O. BOX 323 EDWARDS, CO 81632 PREPARED BY: RANGE WEST, INC. P.O. BOX 589 SILVERTHORNE, CO 80498 (970) 468-6281 PRIVATE WASTEWATER DISPOSAL SYSTEM DESIGN CRITERIA DESIGN CRITERIA: - (from owner's plans) �a �G�YO 0 ►Y` 5 3 IM a(I � � �'� Gri � (� 12 person ski cabin with limited plumbing II LL� /// - -j•w�� S Ilhi('T1L iI �1. (/i'Y+'1 J l . FROM EAGLE COUNTY REGULATIONS TABLE OF QUANTITIES AND BOD5 STRENGTH: fi. 3o Recreational and seasonal camp resort (night & day) with limited plumbing 50 gallons per bed space per day 50 gallons per day x 12 x 1.5 (150% for max flow) 900 gallons per day maximum flow SEPTIC TANK SIZE: Minimum tank size is 30 hour minimum detention 900 gallons per day = 30 gallons per hour x 30 hours = 1,125 gallons Per regulations, minimum tank size is 1,125 gallons and a dosing siphon is required to charge the field 4 times a day. A front range pre cast concrete 1,500, 3 compartment tank is recommended ,,N ith a 240 gallon dose discharge automatic siphon in the third compartment. SEEPAGE BED SIZING: - (use modified mound criteria) t Percolation test performed August 5, 1995 had a rate of 10.5 MPI. Application rate for perc rate of 0-30 min/in is 0.8 gpd/ft2. Absorption bed area = 900 gallons per day max. = 1,125 ft2 min 0.8 gpd/ft2 Bed size = 24' x 47' = 1,128 ft2 �19�G1�► 6K. InI,n /lC��? S .✓ PWDSSHRNE/SDII/100 P.O. BOX 589 mc. PHONE 970-468-6281 SIL VERTHORNE,, CO 80498 ENGINEERS & SURVEYORS DENVER DIRECT 303-623-0426 DDII ic-1%7 non f t>nu_ 107 O h 1 I I I I I I I I I ! I Al: f F i I ;h I I ! I J i I I 0 0 1 I I I 1 .° ,9 0-,jr I f I I W O zi O� R� R=A N=G=E-==-W=E=S=T y P.O. BOX 589 INS• PHONE 970-468-6281 Sig VERTHORNE CO 80498 ENGINEERS & SUR VEYORS DENVER DIRECT 303-623--0426 00 � z Z � b k U W iV v e e$ � i e V y h Q =R=A=N=G=E-=--W= E=S='T P.O. BOX 589 INC PHONE 970-468-6281 SIL VERTHORNE, CO 80498 ENGINEERS & SURVEYORS oFNVER DIRECT 3O3-623-0426 nnn /r^r •rn 4s400 )n� PLAN SECTION . . . . . . . . . . . . 61.811 121-811 21 " clear insert access 1500 Gal. Single Auto Siphon F . U� Septic Tank FLIEr- Note: N. T.S ■ MONOLITHIC TANK meets ASTM-C-913 Spec. for water and waste water structures. ■ Butyl rubber sealant meets Fed. Spec. SS- S-210A. (Provided with tank.) ■ Plumbing shown in 7 diagram provided with tank. ■ It is the system engineer's require- ment to determine VOLUME, LOADING and RETURN TIME. Dimensions Capacities A B Siphon Chamber Discharge Per Cycle Approximate Weights -w-, L H Tank Lid Baffle Walls Total --.6"8' 12T F-10' 1106 535 570 135/180/240 GaL 11,725 lbs 5620 lbs 2880 lbs 20,225 Is zs Front Range Precast Concrete 5439 N. Foothills Highway obker, Colorado 80302 (3o).7442-3207, (800) 783-3207, FAX (303) 442-3209 VENT. --DETAIL - 4 END CAP I _._ i t i 9i 4" PVC �� , I i ! _.'.._.: 3" SOLID WALL PVC __3'�`PVC -1--1--!-24 ; W/6-1/2" ORIlCEO NOTES - .__.__... ! _ „...4"' PVC ENO CAP 1 , FROM TOP i 1 ► t`' GLUED TO 3"_ PVC VENT P I P E • 71 I --FIELD;PIPING. OTES.:_ IF _4'�__PV.C;.I.S...USED_FOR. FIELD PIPING.USE_,'.4.';:3"—REDUCER_T0._VENL__.P_IPE=.._M ._ .__I ! !VENT:TO BE PAINTED TO BLEND WITH S_URROU_NDING FREA ` � r t i t JOB SHEET OF FEATURE DATE 8 -- BY CHK. DETAIL JOB NO. P.O. Box 589 RANGE WEST INCPhone 303-468-6281 Silverthorne, CO 80498 — . Denver Direct 303-623-0426 RISERS FOR - CONUKL I I - SEPTIC TANK A. WA7_Ef7_AV17_ R15,6_R 51-14LL BE PLACED O f/E.P THE F/.PST COMP,q,QT1t�1ENT MANHOLE 50 THE,1.fAN1-/o��' EXTENDS � Toio 11VC11E5 AZ30116_ FINAL CONS/S T OF 7-11E" 1%1,fCE55A.PY P.PECAST P/N4'S ANO A i oz2,!EG J - ZZGO ml,,4TE,P METE.E' P/T �/NG Alvo CO 1�E.P AS ,O/ST.P/BUTEO BY J'MA.PK C0.2.VO,FX7 A:ON O.P EQUAL- ' AP,o,PO tiE •O BY Tiy�' ENS/NEE.P �` SVMM/T COUNTY OE'PT. Off" EN t//RONMENTAZ HEAL 7-1-1 Tf/E MANHOLE OYE,P Tf /� • $EGONO COM. �.4.PTiti1EN T �'f��G G E�CONST,PI/CTEO OF G,PECAST GONC,PE'TE" • .P/5E,P .P/N4"S ANO S.yAG L EXTE/UO TO B INCHES n' F/NAG �6-A- SNAL Z 56 - WA74 T/G'h�T ANO f I.4 5 A P�PECAST CONCrPETE' CO vz_/F. . WATE".P M5-7- R PdT,4r11V,-,' r CO.V�� RECE5SE0 Tov G /D FO,P SLAB CG}�/ST.PI/CT/ON. ro fE Z D : 5,PASS OZ"S/G'NECU. TO . F/T. PENT,44'O/i/ SOL T N//TH ZO�/PE G}P TILE'` AL 1_1"I/ la WASf/E,P Ck5T 1R01V L 0C.'INGxREu/ Al a '• 015r, 1311reO. BY= d **1K4K,C' CG,PPO�PAT/O/V P.O. Box //sue �G70 . B,P/G'h�T01Y • BG VD. C01W1,fe,PCE C17 Y, CO. 6002- Z �• ) Z89 - S"5.01 ,J-22'! O �C.45'T' /,PON FiPOST COVE.P� RISERS FOR• FIBERGLASS SEPTIC TANK /FA F/BE.P44As5 5EPTiC rAAvk 15 urrL/ZED cO,P THE rn/srAZLATronI, A 4_/5EQ6;6Q55 ,P15E.P is .'A Y BE USED. Tf1E ,P15E,E' 51-1AGG BG" WA7E,P7-14'1-17- A1VZ2 E,i'TENO r0 W1r1-11N rK/O INCI-1C'5 OF F/NAG G.PA UE . .P/SE,PS S.N.�L L BE MXR, 4 0 W1Tf%_ A TO BE• FG U5h' W1 TH F1NAL " CZ4l0E. JOB. FEATURE SHEET. OF DATE—, x-/(/`ls BY ,�CHK. JOB NO.�— P.O. Box 589 Silverthorne. CO 80498 RANGE WEST, INC. Phone 303-468.6281 Denver Direct 303-623-0426 TYPICAL TRENCH -SECTION SDR 35 PVC Service Line Top of trench or (To be used for all solid wall piping) Pavement Sub rade Trench 'to meet requi rer COMPACTED BACKFILL (A Specified) A de slopes safety rents See plans; for depth! )f cover I f COMPACTED COVER MATERIAL 12" Min. (As Sne ified i COhiPACTEO Springline of pipe BEDDING MATERIAL 's'' d As Specified; 4"14in. Bottom of excavation min.width of trench= O* + 24" d ; 4d=Outside Diameter of Pipe BEDDING MATERIAL - IMPORTED Barrel Crushed stone(1/2" Screened Rock)meeting'ASTM C-33 No. 67 or.other.material approved by the Engineer. « recomended by the pipe manufacturer. COVER MATERIAL -IMPORTED Material approved by the Engineer which substantially conforms to the following i grading requirements.' % onceinn by Weight'of Material' ) BACKFILL MATERIAL SIEVE SIZE % OF PASSING % OF PASSING 1-1/2" 100 100 ` 3/4" .0-30 or 100 No. 4' 0-10 .0-10 No. 200 0-6 0-4 - NATIVE — , _i Excavated material. JOB5�q49�1tiE OW /N SHEET 83 OF �D FEATURE DATE BY CHK. DETAII JOB NO. „-•: P.O. Box 589 RANGE WEST INC. Phone 303-468-6281 . Cih—r0% r`n nnnon _ _ _ rlanver rlir#,cf 903-621-0426 SUPPLEMENTARY NOTES GENERAL All testing, calculation, and design have been performed in accordance with the "Eagle County Individual Sewage Disposal Regulation 1989" (ISDS Regulations). All construction shall comply with the same regulations. The following notes supplement the ISDS Regulations. No deviations from the ISDS Regulations or from these notes shall be allowed without written amendment of this design. SEPTIC TANKS, DOSING AND PUMP STATION MANHOLES The septic tank shall be a precast concrete structure meeting or exceeding ASTbi-C-913-79, and the Eagle County ISDS Regulations. The tank shall have a total capacity as shown in the sizing calculations for this project in two compartments. Dosing tanks or lift stations may be contained in integral third compartments or in separate precast concrete manholes. See the design calculations and site plan for additional details. All tankage shall have access manholes or other devices meeting the ISDS Regulations. Care shall be taken to assure that all tankage is accessible for maintenance and pumping. BUILDING DRAIN AND OTHER BURIED PIPELINE Any building drain outside the foundation and building sewer with less than 6 feet of cover shall be insulated in accordance with the enclosed detail. No pipeline shall be installed with less than 3 feet of cover without consulting the engineer. Special insulation or details may be required in this situation. SOIL ABSORPTION SYSTEM The percolation tests were conducted at the depth shown on the test form. The depth selection was based on best information available at the time of the test. If, for any reason, the field needs to be construction at a different depth, the engineer must be contacted. Backfill over the soil absorption system shall be graded to deflect runoff. The Infiltrator System shall be installed in accordance with manufacturer's recommendations and details included in this design packet. Page /( of 3640/AZ/3/100 REVEGETATION All disturbed areas shall be revegetated in accordance Mth the following seed mixture: Timothy 20% Orchard Grass 20% Red Fescue 20% Hard Fescue 20% Smooth Brome 20% COORDINATION'S The Contractor shall be responsible for coordinating with the Eagle County Department of Health to schedule the mandatory inspections. CONTROL The Contractor shall establish horizontal and vertical control for all of the construction required by this design and verify compliance with all regulations and codes before beginning any construction. Any conflicts, problems or questions shall be called to the attention of the Engineer immediately for clarifications, interpretation or modification. SAFETY The Contractor is solely responsible for compliance vdth all Federal, State and Local safety rules, regulations and laws. PWDSSHRNE/SDII/3/10 0 �r i % IN N- J O W _ 0 W 1L " Q I U � N •7 o unI!U�vi � �� u f1.U)'z•� CL y Q � a VM1 i- c Ln L• .-- .� k) cn o A .c v CD v 5p p v v O O yO — v O N v C O O �; ,v �•c� v ( O 'O aI v b CD v u > �' a v v a v i gam' .G a 0 a a" a �. Lo O 9 = In moo-N a > Q 40 LL w � o ��oo�oo i -� °0009a •—' � •oQ000 � - o. o J tt1 Vt o cd to 0 it+ p M o 0 0 �n ®` 0- � fir v ���rr �r�i ��' o Vl �yNcofloo�a�o o •2 " . :J� J v JE O ofl -� cV N o�J o .. N ry o _( J _ •^ o 1-- ,, }- N ��, ..��d tncvD ti FW- �,� IvnCO ti O ..�tv��� 0797 Chuck Ogilby Shrine Pass Tax #2207-082-00-003 JOB NAMEJar' Shrine Cabin . Inn OGILBY/ Jk�'5 %� �I�() rs Cabin BARRETT/MALLOY t� i` Shrine Mt_ p�. , JOB NO. JOB LOCATION BILL TO DATE ST RTED DATE COMPLETED DATE BILLED l t r ! % �/ ��z.� . S G✓ �T .—. J� . r 7/' �hv� `� �itJ� r 7 C s�f/ Y! t •^/u ✓� f _ %1 �r( T G'4, G S <f r t r�ic��c Y G�P c.o�t C.-t ��l�r— f�GIC� / ✓ll.t �7�2 � c'f:2 �.</� j ,� r a d a CG,Gd.�ji lr -61 do a,, jG ef S4-L�� �Ze�'� �r G� n �C�'t G� I/q -, fi t M ,, s v L l li % c" , C G���f �.Gc� �'fi� �Z��G% �� i"�� G�<c'. JOB COST SUMMARY 9 a"L- �a dA,- A, maj-(,� l I v a fS � t� � L • .�. • i� JOB FOLDER Product 278 i 'A e l + ti • \ �'\,� J � ..ram -. � � Y �, ..
