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HomeMy WebLinkAbout106 Pilgrim Dr - 210519202013INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway a Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 9`4`6' Please call for final inspection before covering any portion of installed system. OWNER: Jack Koson PHONE: 949-4594 MAILING ADDRESS: P.O. Box 754, Avon, CO 81620 AGENT: PHONE: SYSTEM LOCATION: 18 Pilgrim Downs, West Lake Creek Dr., Edwards, CO LICENSED INSTALLER: owner LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED q"%f 4 SQUARE FEET OF TRENCH BOTTOM. �2d(0 // SPECIAL REQUIREMENTS: ty' 0 Y _C/1__c ENVIRONMENTAL HEALTH OFFICER: e, DATE: C� CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10.104, C.R.S. 1973, AS AMENDED. Z 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 Ill, 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: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: ` SQUARE FEET. 3 r INSTALLED SEPTIC TANK: f ZSD GALLONS_ DEGREES — FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: l /n/ ENVIRONMENTAL HEALTH OFFICER: �• ,^ ' S DATE: — ENVIRONMENTAL HEALTH OFFICER: DATE: (RE-INSPECTIO IF RY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: APPLI_CATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number:, P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: 161 MAILING ADDRESS: Vi 0 5 4 , Al or , Uo M I � NAME OF APPLICANT (If different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ( ) NO ADDRESS: PHONE: 319 - y 59 5� PHONE: PHONE: PHONE: PERMIT APPLICATION IS FOR: (x) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: 1 J3 PtLG2im S, WEST 1AQ Qf6EK '�WAhS Parcel Number: Lot Size: A c-x6S Legal Description: i-o7- IR F(c, No, E� prL�G&m DywNs. 4jG�L6,aNi� BUILDING OR SERVICE TYPE (Check applicable category): (jC) Residential - Single Family ( ) Residential - Fourplex Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: 'f NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories): 4W Commercial or Institutional () Dwelling ( ) Non -Domestic Wastes ( ) Transient Use (x ) Garbage Disposal 00 Dishwasher (�< ) Automatic Washer ( X) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 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 (X ) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: 00 YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) 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: V ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: t4 0�1� If supplied by community water, give name of supplier: SIGNATURE: DATE: 9—.,7-0 pq INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope SOIL Depth to Bedrock (Per 8' profile hole Depth to Groundwater table PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 zo Minutes per inch in Hole #2 l� Minutes per inch in Hole #3 FINAL DIS SAL BY: 1--Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) AbLcwe Ground Dispersal ( ) Sand Filter ( Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: RECEIPT NUMBER �/� % DATE: NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 Date: July 12, 1990 Jack Koson P.O. Box 754 Avon, CO 81620 Re: Final of ISDS Permit No. 946 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. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle�ounty Environmental Health officer, P.O. Box 179, Eagle Colorado 81631. Or we can be reached from .Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle area 328-7311, indicate extension 530 after reaching the County Operator. Sincerely, Raymo P. Merry, RS Environmental Health Of i'er encl: Information Sheets ISDS Permit xc: ISDS File No. Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE ' K en o3 , -�r 1,6 Taid Routed , ' j1���A � Application No. ocation Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - Building Permit Applied For: Buildina Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: ENVIRONMENTAL HEALTH: Complies with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: YES NO REVIEWED BY DATE I I Ewh--N�-74 I P— Ma�e-'N�A 'e T7 1i 1� YES NO REVIEWED BY DATE mu� PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $125.00 ISDS APPLICATION NO. OWNER: LEGAL DESCRIPTION: I a , RURAL ADDRESS: TYPE OF DWELLING: Si ��ll i �' l NUMBER OF BEDROOMS: DATE OF PERCOLATION TEST: TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES NO TIME I WATER DEPTH it INCHES OF FALL RATE 1 2 3 1 2 3 II 1 2 3 1 2 3 10,(16 !o7 .' 7 I z./ 3 1�9� 7 r Z q Z% C -7 % PERCOLATION RATE: Z O 1--"7�� RECOMMENDED MINIMUM SEPTIC TANK SIZE: / Z� RECOMMENDED MINIMUM LEACH FIELD SIZE: cS 60 RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEl,1ED AND TESTED FOR PERCOLATION RATE. O Environmental Health Officer Date COMMENTS: Rev. 5/31/84 y40 Koson Pilgrim Downs West Lake Creek 18 C ��J JOB NAME_ JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL_ MATERIAL T Ai- �FfT vcti,&lull Ittuic kiLlu l - - .R :.-'�'D.etart.(ndfcaiion --. - --_-----__- -------__�_ -- :. _ Qetail=I- atron = -- 1 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 6 P" 1Q 316 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. .1546 Please call for final inspection before covering any portion of installed system. OWNER: Mr. and Mrs. Terry Graunke PHONE: (970) 949-9245 MAILINGADDRESS: P.O. Box 18190 city. Avon state: CO ZIP: 81620 APPLICANT: Rob Fawcett, George Schaeffer Construction Co PHONE: 970- 845-5656 SYSTEMLOCATION: 1685 Pilgrim Downs Rd., TAX PARCEL NUMBER: 2105-192-02-013 LICENSED INSTALLER: Long's Excavation LICENSENO: 42-95 DESIGN ENGINEER OF SYSTEM: Linn Schorr, Alpine Engineering, Inc.,White Water Systems, Summit Sewers, In INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 980. GALLON-SEPI, TANK *-White Watts A,-rob_c Treatment, plus 500--gallon aosing tank • _ t _r ABSORPTION AREA REQUIREMENTS: 1875 SQUARE FEET OF SEEPAAE$ED_._`_ _30dA-RE-FEE-­T9FTRENeH-B9Ffem- absorption area via drip irrigation. SPECIAL REQUIREMENTS: Install as per engineer's design dated 7-24-96. " R_g re entative of Summit .Sewe inc., must�be.nresent.during installation Submit maintenance agreement to Eagle County Environmental H h 1.ti A ded with en ineer's final certification. ssued ENVIRONMENTAL HEALTH APPROVAL: July 30, 1996 DATE: NOVemb -r 9. 1995 CONDITIONS:!`�IJ� ��0 i. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIRE S OF THE EAGL COUNTY INDIVIDUAL SAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. via drip irrigation holdinj, 80 gallon g1lon tank INSTALLED-&EW�IET NK: GALL N DEGREES FEET FROM Roe_as—bl-1iIt- s f9:-P leeat j:ef s SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY A 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 r iiyed 8-8-96, _Mnintpnanyeagreement rPr•Piyed 11 21 96 ENVIRONMENTAL HEALTH APPROVAL: DATEZkwe?--- 1996 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NEC SARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # ______ CHECK # INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 � /O /J OZIL YELLO�OPYOFPER MIT MUST BE POSTED T INSTALLATION SITE."PERMIT NO. 15 Please call for final inspection before covering any portion of installed system. OWNER: Mr. and Mrs. Terry Graunke PHONE: (970) 949-9245 MAILINGADDRESS: P.O. Box 18190 city: Avon state: CO ZIP: 81620 APPLICANT: Rob Fawcett, George Schaeffer Construction Co PHONE: 970— 845-5656 SYSTEMLOCATION: 1685 Pilgrim Downs Rd TAX PARCEL NUMBER: 2105-192-02-013 LICENSED INSTALLER: Long i s Excavation LICENSE NO: 42-95 DESIGN ENGINEEROFSYSTEM: Linn Schorr, Alpine Engineering, Inc. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 500 GALLON SEPTIC TANK in addition to the existin 1250 gal tank. Remove- the baffle in the exist tank. Total tank capacity 750. ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1688 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's design dated 10 26 95 including revisions to the design outlined in the letter dated 11 09 95 ENVIRONMENTAL HEALTH APPROVAL: DATE: November 9. 1995 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGL COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8.OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY —YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE __ PERCOLATION TEST FEE RFCFIPT a cucek L ISDS Permit # �7 Building Permit # % Q APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: Mr. and Mrs. Terry Graunke MAILING ADDRESS: P.O. Box 18190, Avon CO 81620 PHONE: (970) 949-9254 APPLICANT/CONTACT PERSON: Rob Fawcett, George Schaeffer Construction Co. 845-5656 Linn Schorr, Alpine Engineering. Inc. 926-3373 PHONE: LICENSED SYSTEMS CONTRACTOR: Long's Excavation ADDRESS: P.O. Box 894. Avon, CO 81620 PHONE: 949-4682 PERMIT APPLICATION IS FOR: (X) NEW CONSTRUCTION () ALTERATION () REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: o2,1b�1— 1�2,— Ua--dl,3 Parcel Number: Lot 1 Lot size: 4.829 acres Physical Address: 1685 Pilgrim Downs Road. Edwards CO 81632 BUILDING TYPE: (Check applicable category) (X) Residential/Single Family () Residential/Multi-Family* () Commercial/Industrial* Number of Bedrooms 6 Number of Bedrooms Type, TYPE OF WATER SUPPLY: Well (X) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABL TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: AMOUNT PAID: RECEIPT # / 0 DATE: l 1,6 CHECK # CIM CASHIER:—.r' Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1996 Mr. and Mrs. Terry Graunke P.O. Box 18190 Avon, CO 81620 RE: Final of ISDS Permit No. 1546-95, Tax Parcel #2105-192-02-013. Property location: 1685 Pilgrim Downs Rd., Edwards, CO. Dear Mr. and Mrs. Graunke: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 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. 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:Final ISDS Permit cc: files ALPINE ENGINEERING, INC. Edwards Business Center • P.O. Box 97 Edwards, Colorado 81632 • (970) 926-3373 - Fax (970) 926-3390, 19M b*ne_ Fux 1*► Fax MWW-7$13 0 Ursm ® Forvw rev �Flowooam,�t fie :Sc.,,, ct 1li2ii�6 TIRI 13:41D FAX 1 312 W $910 EAGLE RIYER IMMStACTIVE Quel 46.11 EAGLE COUNTY MIALTH DVARTTT1+SSEW P-0. BOX 179 E A+GLE. CO tl b31 W: SERVICE CUNMCT FOR l6as PVoklm DR, pVARM DOWNS. EDWARD,; CO. P'ERRAMT NO. 134&". �74 ; ,0, w LoNo,s EXCAVA3I0x, DJC. WIL PRC vlDF, STANDARD MOriMy MAIN'iPRNANCE "RV S t:OB, WMMWATER AMMC SEWFA SYSTEM INSTALLED AT THE LOLOCATIONLOCATIONAT No CHAitCE T® Tiff HOUNOWNRR FOR A PERM OF TWO (2) z) YEARS. OVE RS. A r THF, END OF T ERS MvM MM, A NEW CONTRACT MTyXT BE NEGOTIATED, THE STANDARD MAMI7FN'ANCI BJCLi.Mz& -O EANI NG "IF MMMSSOlt Ant Pn.TRa -CYCLMG Tit WCHANISM -IIrtSpacTINGr DRP'MLtj 4L,VSpFMpN��`�ZT r (111� ANIVLUAL yTt�if� LY)PERO ®t M/apt VMMr ALL OPERATING EXPENSES OR REPLACEMST rnUS NOT.CtiVF3 M SEC 11AC711Ia LMIS A."ARRANIv '11{riLL, BE TfM jMjp WSIDU.ITY OF 7M Ht, MOW . M- EL.NX 11MAL LlftNSE, P'i111rp6oU-I• r r", ETC..) NSF TIM OwWRSFP OS� ' CR" " 3 HAlViy$ Nl YM AND VOID AND A NEW CONMACT MUST RE C`C3N,R`RACT SN�LL� BE t9W1 S As PRAT () TkBr SAL't cF.t� PRUP TY. A SHALL E ctitl of TO TNiE NEW OWNSlts rOlt SAID CONTRACT. TM FEE RATE EQUIVALENT i°e -rep . r�e�..,.., +_ W1LL BE OF A STA,NAARD 9-AR CON H tACTS AT TM 7UM TNM tl Y Y ALPINE ENGINEERING INC Edwards Business Center\P Edwards, CO 81632 PH: (970) 926-3373 FAX: FACSBALE TRANSMISSION: Date.- Time - Job: J , Box 97 926-3390 To: X� � `.� ��,.t To: Fax #: Fax #: i To: Co: Fax # _ � 4 To; Co. Fax #: -- -- - To: To: Co: Co: Fax #: Fax #: i Froth: (If there are any problems concerning this fax please call Marian or 1+Iicki at 926-3373) Number of Pages (including cover sheet): r Transmitted: for approval as requested for review and comment your ree}d Remarks: reviewed for your use other i "-w'\-/a .X-- -e- c-- IV .d� *k-- -J-- . t. - 4- h Cpnf;deatiality Statement: This facsimile transmission and any accompanying documents contain information belonging to the Sender which may be confidential and legally privileged. This information is intended only for the use of the individual or entity to whom this facsimile transmission was sent as indicated above. If you arc not th intended recipient, any disclosure, Copying, distribution or action taken in reliance on the contents of the inforinati; contained in the facsimile is strictly probibiied. If you have received this transmission in error, please call us collect to arrange for the return of the documents to us at our expanse, Thank you. i ALPINE ENGINEERING, INC. i November 9, 1995 Mr. Ray Merry Eagle County Department of Health and EnvirOninent P.O. Box 179 Eagle, CO 81631 RE: ISDS Application Amendment, Grauinke Residence, Lot 18, �iling 8 Pilgrims Downs Dear Ray: i Alpine Engineering, Inc. is amending the ISDS application for the abdve-referenced site per discussions with the Eagle County Department of Health and Environment oD ?November 8 and 9, 1995. 1) Based upon discussions between George Schaeffer Construction and the previous owner of the property, it is believed that the water supply well serving the property is located greater than 100 feet from the proposed location of the- absorption trenches and greater than 50 feet from the existing location of the septic tank. The, location of the well will be confirmed and indicated on the as -built drawings 6 be submitted following installation and inspection of the system; i 2) The location of the potable water supply line connecting th� well and the house will be field verified to be greater than 25 feet from the absorption trenches and greater than 10 feet from the septic tanks. If these setbacks cao not be maintained with the proposed design, either the water line will be relocateA or the absorption trenches will be located to provide regulatory setback distances 3) The proposed ISDS has been designed to provide serial distribution to the trenches. Backfill around piping will be properly compacted to avoid channelling and pooling of wastewater in pipe trenches; 4) The ISDS modification will consist of 47 infiltrator units iristead of 45 as called out in the design; 5) The baffle in the existing 1,250 gallon tank will be knocks o out to provide greater than 1 /2 of the effective volume of effluent in the first chambe per Eagle County Regulations; Edwards Business tenter • P0. Box 97 • Edwards, Colorado 81632 • (970) 926-3313 - Fax (970) 926 3390 Mr. Ray Merry November 9, 1995. Page 2 6) Site grading will be provided to drain surface water away f om the absorption . trenches. In addition, measures will be taken to ensure that water from the nearby irrigation ditch does not flow towards the absorption trenches.. i 7) AEI used percolation rates determined during design of thej existing system for this modification design. A soil profile hole dug on November 7, 1995 confirmed that the percolation rates are indicative of the soil type found can site (glayey silt with sand- to cobble -sized rock fragments). According to the EPA Design M, anual: 4nsite Wastewater Treatment and Disposal, Systems, sails of this type! can be loaded at a rate of 0.8 .gallons per square foot per day. i AEI is not planning to summit a revised proposed ISDS Layout due tol the minor nature of these revisions. The as -built drawings will reflect ;these modifications! If you have any questions concerning this design amendment, please do not hesitate to -call one. I Sincerely, i ALPINE ENGINEERING, INC. Linn Schorr Environmental Engineer .cc. Rob Fawcett Edwards. Business Center '-,P.O. Box 97 • Edwards; Colorado 81632 (970) 926-3373', Fax (970) 9263390 WHITEWATER TREATMENT SYSTEMS WARRANTY INFORMATION DEALER MUST FILL OUT FORM COMPLETELY Send one copy to your local Health Department. Retain one copy for Distributor's file and distribute one each to: A) User B) Whitewater Treatment Systems P.O. Box 969 Model Installed: Denham Springs, LA 70727 S/N iy O i Ob0 ®t— DF40 DF50 DF60 ADF75 DF100 DF150 Tank Material: Steel Fiberglass Concrete Lid Material: Fiberglass Concrete g _/2--% J_v lU 30 l`gfj 4 va cr5`) - / 3 / fU Purchase Date Permit Date Ynstallation Date USER - Name: 6 r^ a u n K-e P—e S t `Q( 't?Yl C Address: City/State; Phone No.: Area Code 5 70 ) No. qZea.— Z04 DISTRIBUTOR - Name: '4011q (f) �� LL1,Vt'4I � r\ V INSTALLER - SERVICE BY - SANITARIAN - Address: r 61 B d 4f 77 _ City/State: _ All-'c-V\ro o Phone No.: Area abode Tom% No.�- Zow( ��Cct VctT1�� , 1,� LIC # 2-15 -q D ZDA9 r,5 PARISH/COUNTY Phone No.: Area Code No. TYPE OF INSTALLATION: Residential Commercial Surface Discharge Sub -Surface Discharge Y GEOGRAPHIC DIRECTIONS TO INSTALLATION SITE- 6 - ors 4p,Ve crev-16 R-4 • -�o _ P► 19v-t00 w a_'S original/HEALTH DEPARTMENT • green/INSTALLER • yellow/WHITEWATER TREATMENT SYSTEMS • pink/USER • gold/DISTRIBUTOR 242-2 Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: July 30, 1996 TO: Long's Excavating 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. 1546-95. Tax Parcel # 2105-192-02-013. Property Location: 1685 Pilgrim Downs Rd., Wolcott, Co., Graunke residence. Enclosed is your ISDS Permit No. 1546-96. 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 Alpine Engineering, Linn Schorr Community Development Department (970)328-8730 Fax:(970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #/j7/(,,-!' into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and final inspections on December 2, 1995 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328=8797 EAGLE COUNTY, COLORADO Date: November 9, 1995 TO: Long's Excavation FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1546-95 Tax Parcel #2105-192-02-013. Property Location: 1685 Pilgrim Downs Rd. Grauke residence. Enclosed is your ISDS Permit No. 1546-95. 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. Permits issued before November 15, 1995 must be completed by December 1, 1995. 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 Linn Schorr, Alpine Engineering, Inc. ALPINE ENGINEERING INC LETTER OF TRANSMITTAL: To: Attn: Edwards Business Center\P.O. Box 97 Edwards, CO 81632 PH: (970) 926-3373 FAX: (970) 926-3390 Date: 2 9 Job No: Job Title: K We are sending the following items: attached under separate cover via d chI "ex shop drawings reproductions originals specificiations copy of letter change order samples other COPIES DESCRIPTION DATE 7�4 These are transmitted: U1 for approv as requested reviewed for your use for review and comment for your record after loan to use other Remarks: Copies to: JUL 2 41996 1..., ..Az. - %,vL', , . + INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION APPLICATION AMENDMENT LOT 18, Filing 8 Pilgrim Downs Glen Graunke Residence Prepared for: George Schaeffer Construction Mr. Bill Olson P.O. Box 373 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 926-3373 NAL 3 SEPTIC SYSTEM APPLICATION INTRODUCTION Lot 18, Filing 8, Pilgrim Downs Glen is a single family homesite located in the Lake Creek drainage, south of Edwards, Eagle County, Colorado. A four -bedroom house presently exists on the lot and is served by a permitted individual sewage disposal system (Eagle County Permit #946). The owner proposes adding a bedroom to the house. Pilgrim Downs is not currently served by Upper Eagle Valley Consolidated Sanitation District; modification of the existing ISDS was proposed in a previous application. Due to changes in the site plans since the application was submitted in the fall of 1995, the area of the proposed system will contain approximately five feet of fill on top of the native soil surface and the original design consisting of infiltrator units is problematic. This amendment to the application proposes the installation of a Whitewater Mechanical Sewage Treatment System. PROPOSED USE The proposed system will serve a five -bedroom residential single family dwelling. Due to fill in the area of the proposed absorption area, a Whitewater Mechanical Sewage Treatment System with a 500 gallon dosing tank is proposed. QUANTITY OF SEWAGE , 0 __? (5 Bedrooms)(2 persons/bedroom)(75 gpd)(1.5 peaking factor) = 1,125 gpd DRIP FIELD LAYOUT Drip fields will be set to dose 15 minutes every 2 hours at 100 gallons per dose, resulting in up to 180 minutes of dosing per day (assuming float switch is at dosing level). Each emitter will handle 1.5 gph at 25 psi. 1,125 gpd x 1 emitter x day = 250 emitters 1.5 gph 3 hours dosing A minimum of 250 emitters will be required. Emitters will be spaced at 2 foot intervals; 500 U)L ft of dripline will supply 250 emitters. In order to provide the square -footage in consideration of the long-term acceptance rate of the soil (see calculations below), the drip field configuration will be 10 lines at 60 feet per run spaced 3 feet apart; the actual number of emitters used will b 1,200. LOADING RATE A soil profile pit was dug by backhoe to a depth of eight feet on November 7, 1995. Soils encountered were: 6 inches of topsoil followed by a clayey silt with sand- to cobble -sized Application for ISDS Permit 1 Lot 18, Filing 8, Pilgrim Downs Glen rock fragments. Bedrock was not encountered. Neither groundwater nor indication of a seasonal high water table was encountered. Soil percolation rates listed on the original permit (average percolation rate - 18 minutes per inch) were found to be indicative of the soils oe__ encountered in the soil profile pit and were used for design of the ISDS modification. The proposed drip system will be installed 4chimieri � On -site soils will be used to build up the surface to five feet above the native surface. The structure of these soils will be destroyed during excavation and filling, therefore the long-term acceptance rate of these soils will be used to size the system per the EPA Design Manual: Onsite Wastewater Treatment a sposal Systems (see Table 7-2). The area that will be used for this installation will be 1875 ' are feet which will result in a hydraulic loading rate of less than 0.6 gallons per square foot per day. INSTALLATION The Whitewater Aerobic Treatment Plant will be installed per manufacturers specifications. The drip line will be laid out in a grid approximately 30 feet by 60 feet (10 lines x 60 feet, spaced 3 feet apart). The actual configuration of the drip line grid will be determined in the field, but will have a minimum area as indicated above. The drip line will be installed at a depth of approximately 3-5 feet. Drip lines will be installed to completely drain after each dose: he location of the drip line grid will be in the same area proposed for the original infiltrator system design. The existing native surface should be scarified to a depth of 3 inches. Fill located below the elevation of the drip lines will be added in 0.5 to 1.0 foot lifts and compacted to approximate natural soil compaction. The top 3 inches of fill shall be scarified prior to the addition of each subsequent lift. The final surface will be scarified to a depth of 3 inches following leveling and compaction. The drip system will be installed within the fill per manufacturers instructions. The surface of the fill area will be seeded or landscaped per plan. The Whitewater System will be installed in the location indicated on the previous proposed layout. The proposed location of the system is outside of all applicable setbacks distances. The drip grid is to be used only with the Whitewater System installed as per manufacturer's installation instructions, and only with a Summit Sewer Systems, Inc. representative present. Application for ISDS Permit 2 Lot 18, Filing 8, Pilgrim Downs Glen TABLE 7-2 RECOMMENDED RATES OF WASTEWATER APPLICATION FOR TRENCH AND BED BOTTOM AREAS (4)(11)(12) (a) SOIL TEXTURE x,' FERCOLATlON RATE ; APPLICATION RATE tbl min/in gpd/ft (2) Gravel, coarse sand <1 Not Suitable (`) Coarse to medium sand 1-5 1.2 Fine sand, loamy sand 6 - 15 0.8 Sandy loam, loam 16 - 30 0.6 Loam, porous silt loam 31 - 60 0.45 Silty clay loam, clay loam (d) 61 - 120 0.2 (e) a. May be suitable estimates for sidewall infiltration rates. b. Rates based on septic tank effluent from a domestic waste source. A factor of safety may be desirable for wastes of significantly different character. c. Soils with percolation rates <1 min/in can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or soil. d Soils without expandable clays. e. These soils may be easily damaged during construction. EPA Design Manual: Onsite Wastewater Treatments and Disposal Systems. ISDS PERMIT: (� - `� s C_� e's DATE: Y � -� (_ - �}S`� "A1�,�-; R� ;,.s �3 ISDS FINAL INSPECTION ar l / COMPLETENESS FORM 3' Tank is gal. Tank Material: U, s C. o' �y` ` Tank is located SZ ft. and N2�� degrees from lilClo-V i� N 284� (permanent landmark) w�,� W� ft52t ank is located 6 Z �� ��T. and N2�� degrees from pLts. CMgLfgeHe tfe,th), (permanent landmark) ( n Tank set level. Tank lids within 8 of finished grade. EX{5T Apr{! � x 6a 0 tAI.It� wtl.L Size of field -A-OD—ft 2 units lineal ft. Technology_ �D„ F; e. O P&MA►N / NEiw r-LE�Amcur -� V Cleanout is installed in between tank and house (+ 1/100 ft) C;d r 2.5 _There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket, etc. �I ` Tank has two compartments with the larger compartment closest to the house. / V Measure distance and relative direction to field. N zB�e bCUM6 _ I� ____�ZDepth of field `1 ft. -rAPJ K Soil interface raked. Inspection portals at the end of each trench. (ho�ro� c�,es \ ))) f7�1 P F I ELF V Proper distance to setbacks. Chambers properly installed per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Other: Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. t .4 fI6id- 6"Jae Y S v\S S V S a W G \(e f e Se— �l-P C o � J i i� W �/ S 1 r L § nt. - 4e, • War Setbacks Well Potable Water Lines House Property Line Lake Stream Dry Gulch Tank Drain Field / C 10 25� 20 �5 i 10 �0 �� � 10 ��C1� p ®am®® Tank 5 ]0 ION ;��0 �(10 * V®- )� I A ES SEPTIC SYSTEM APPLICATION LOT 18, FILING 8 PILGRIM DOWNS Graunke Residence Prepared for: George Schaeffer Construction Company P.O. Box 373 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 926-3373 SEPTIC SYSTEM APPLICATION INTRODUCTION Lot 18, Filing 8, Pilgrim Downs is a single family homesite located in the Lake Creek drainage, south of Edwards, Eagle County, Colorado. A four -bedroom house presently exists on the is -served by a permitted individual sewage disposal system (Eagle County Permi eoe The ownerproposes adding a bedroom to the house and building a second building north end of the driveway to serve as a horse barn and caretaker's unit. Pilgrim Downs is not currently served by Upper Eagle Valley Consolidated Sanitation District; modification of the existing ISDS is proposed. PROPOSED USE The proposed system will serve a five -bedroom residential single family dwelling and a separate barn and one -bedroom caretaker's unit. QUANTITY OF SEWAGE (�Bedrooms)(2 persons/bedroom)(75 gpd)(1.5 peaking factor) = 1,350 gpd 41 ® SEPTIC TANK SIZE 'sf te'`L 1,350 gpd x 30 hrs/dav = 1,688 gallons , 1 �' �cr.�j`m 24 hrs/day AEI recommends adding a 500 gallon tank following the existing 1,250 gallon tank. SOILS INVESTIGATION A soil profile pit was dug by backhoe to a depth of eight feet on November 7, 1995. Soils encountered were: 6 inches of topsoil followed byla clayey silt with sand- to cobble -sized rock fragments. Bedrock was _not encountered. Neither roundwater nor indication of a seasonal high water table was encountered. Soil percolation rates listed on the original permit (average percolation rate - 18 minutes per inch) were found to be indicative of the soils encountered in the soil profile pit and were used for design of the, ISDS modification. a Application for ISDS Permit 1 Lot 18, Filing 8 Pilgrim Downs Glen TRENCH DESIGN A = Q/5 (T)O-s A = (1,350 gpd/5) (18 mpi)o.s A <1,146 SF _- Check with loading rate. 1.350pd C1,688ft, 0.8 gal/ft2 This area will be used for design. with a 50% reduction for infiltrators = 844 SF Length of trench: t 1j L = 844 SF/3 ft. wide trench = 281 ft. APPLICABLE SETBACKS The proposed location of the modified absorption trenches is outside of all applicable setbacks ✓ distances. '5Sv �42 _ III Zs Application for ISDS Permit 2 Lot 18, Filing 8 Pilgrim Downs Glen .f GRAUNKE RESIDENCE ISDS PROPOSED LAYOUT GENERAL NOTES CONTACT ALPINE ENGINEERING, INC. AT LEAST 48 HOURS PRIOR TO INSTALLING ANY SEPTIC SYSTEM IMPROVEMENT. THE SEPTIC SYSTEM IS ALSO TO BE INSPECTED BY ALPINE ENGINEERING, INC. PRIOR TO BACKFILL. CONTACT LINN SCHORR, 926-3373. 2. ALIGN TRENCHES PARALLEL TO CONTOURS TO MAINTAIN COVER. CONSULT CIVIL ENGINEER DURING INSTALLATION IF NECESSARY. 4,2 J PROVIDE MINIMUM 10' SEPARATION BETWEEN WATER AND SEWER LINES, OR 1476 ENCASE PER COLORADO DEPARTMENT OF HEALTH REGULATIONS. Li w 1�. W is rOe- 4. COMPACT SEWER TRENCHES TO 90% STANDARD PROCTOR DENSITY, OR PER SOILS ENGINEER'S RECOMMENDATIONS. 5. PROVIDE RISERS ON SEPTIC TANKS TO FINISH GRADE. 6. PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS. MAINTAIN MINIMUM GRADE ON SERVICE LINES AND 3 FEET COVER EXCEPT AS REQUIRED NEAR INFILTRATORS. COVER OVER INFILTRATORS SHOULD BE NOT LESS THAN 12" AND NOT GREATER THAN 18" PER MANUFACTURER'S SPECIFICATIONS. �8. PROVIDE 6' MINIMUM BETWEEN INFILTRATOR TRENCH WALLS. CONSTRUCT AND LEVEL TEES AND OVERFLOWS SO THAT FIRST TRENCH FILLS, e/ THEN OVERFLOWS TO SECOND TRENCH, ETC. TO PROVIDE SERIAL DISTRIBUTION. 10. DIRECT DRAINAGE AWAY FROM ABSORPTION TRENCHES. 11. PROVIDE TWO TIES TO SEWER CLEANOUTS, SEPTIC TANK, AND ABSORPTION TRENCH CORNERS, AS REQUIRED BY EAGLE COUNTY FOR AS-BUILTS. 12. WE RECOMMEND THAT THE DISPOSAL FIELD BE SEEDED AFTER INSTALLATION OF THE SUBSURFACE DISPOSAL SYSTEM TO PROMOTE EVAPOTRANSPIRATION. RECOMMENDED SEED MIXES INCLUDE "FOOTHILL PASTURE" OR "PRAIRIE", WHICH ARE AVAILABLE LOCALLY AND GROW TO 10" AND 15" HIGH. NO AUTOMATIC SPRINKLER SYSTEM SHOULD BE INSTALLED ABOVE THE DISPOSAL FIELD. 13. THE OWNER MUST REALIZE THAT AN ONSITE SEWAGE DISPOSAL SYSTEM IS CONSIDERABLY DIFFERENT FROM PUBLIC SEWER SERVICES. THE OWNER MUST BE AWARE OF AND ASSUME THE RESPONSIBILITY FOR CONTINUED MAINTENANCE OF THE SYSTEM. WE RECOMMEND PUMPING OF THE SEPTIC TANK AT THE END OF THE FIRST YEAR OF USE TO MONITOR SLUDGE ACCUMULATION AND AT A MINIMUM OF EVERY TWO YEARS AFTERWARD. THERE ARE ALSO DAILY CONSIDERATIONS. SUCH AS NOT PUTTING PLASTIC OR OTHER NONBIODEGRADABLE MATERIAL DOWN THE SEWAGE DISPOSAL SYSTEM. ALSO, WATER USE MUST BE CAREFULLY MONITORED SO TOILETS ARE NOT ALLOWED TO RUN WHEN SEALS MALFUNCTION. TO ILLUSTRATE THE POINT, IT SHOULD BE NOTED THAT A RUNNING TOILET WILL CONSUME IN EXCESS OF 1000 GALLONS PER DAY IF ALLOWED TO RUN. EXCESSIVE LOADING (SUCH AS FROM RUNNING TOILETS) WILL FLOOD AND IRREVOCABLY HARM THE SYSTEM, AND STRESS THE ONSITE WELL. 14. COMPLY WITH ALL EAGLE COUNTY REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION. INSTALL INFILTRATOR SYSTEM PER MANUFACTURERS RECOMMENDATIONS AND EAGLE COUNTY HEALTH DEPARTMENT REQUIREMENTS. EAGLE COUNTY WILL NOT APPROVE THE SEPTIC SYSTEM UNTIL AS-BUILTS ARE SUBMITTED. 15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO ENGINEER FOR FINAL INSPECTION. 1546-95 Tax9fZ1U5-1yZ-UL-U1J Lot 18, Filing''$ GRAUNKE :JOB NAME 1685 Pilgrim Downs Rd. JOB 'NO. JOB LOCATION I • DATE STARTED DATE COMPLETED DATE BILLED M6,00, I I& FA Wm S AM ._ .SUMMARY _ TOTAL SELLING PRICEOTAL �■ TOTAL MATERIAL LABOR 2 V � � /MWE -■ w �11 MISC. COSTS SINE SIN PEWS,■ TOTAL JOB COST 11 I /l 1//IW' ', ./ i -•PROFIT �F _WON. . IT, ..� •.�. � �_� �.�.'�, %� , _■ W 1 1 -• �I f JOB FOLdR Produc S es ® NE ENGLAND BUS SS SERVICE, INC., GROTON, MA 0 6a Printed in USA ., __ _ _ _ _ __ ._ _ _ _ _ _ - - - >a - - �, -.. - _ - ; _ , - - - - -_ Y - - � t - _- - — = __ x,- r .. - -- - - - - - _ - - _ _ _ . _> _s T� _ - >. a• f sr r - . L S _ , �t- - - - _ - -t - - - - - - - - - - - - - - - _ - _ - - - - sa- - ,> - - __ _ _ _ , _ a ... - . -. e __ _ a. _ - _ . 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