HomeMy WebLinkAbout110 Cordillera Wy - 210712203019INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway 9 Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 A YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 0 0 8 ' Please call for final inspection before covering any portion of installed system. OWNER: Steve Shulman/ Paul Gass PHONE: 617-926-2263 MAILING ADDRESS: 475 Arsenal St-, Watertown MA AGENT: Cordillera Construction PHONE: 926-3500 �I D SYSTEM LOCATION: 0110 CnrdillPra Way — LICENSED INSTALLER: F LICENSE NO. DESIGN ENGINEER OF SYSTEM: Johnson ,, i<Hnkel R Assoc, INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 636 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Per engineer design, Provide 212 feet of Standard 3' wide trench or 240 feet of 10" SB2. Put inspection portals at each end of line. ENVIRONMENTAL HEALTH OFFICER: 4�1/DATE: 4J _ / e CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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 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. alre 5 WC4 INSTALLED ABSORPTION OR DISPERSAL AREA: DLO SQIiAAE FEET. INSTALLED SEPTIC TANK: 1,5g GALLONS y 5 DEGREES -7.5 FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALSANDASSEMBLY_ YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: IV YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: LVd/ 5'0Y✓Ll aS--bUL­1 �O ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number:S868 P. 0. BOX 179 EAGLE, COLORADO 81631 4 Vail 328-7311 Eagle 927-3823 Basalt 9 9 5257 1 9 PERMIT APPLICATION] FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: MAILING ADDRESS: V% . Z17- 9c �-a-;29.3 NXIE OF APPLICANT (If different from owner): L °c,rrJ�//�,--�. ADDRESS.: �3n>e PHONE: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: Octi 5CD ra�e G'a PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ( NO ADDRESS: ,t?, 0 ;;2fm X �_; 0 ,_ PHONE: 3��" — -� 30 i PERMIT APPLICATION IS FOR: (` NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: owo Parcel Number: Lot Size: Legal Description: BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) --� ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES Check i—pplicable cateaories f Commercial or Institutional Dwelling ( ) Non -Domestic Wastes ( ) Transient Use (->4 Garbage Disposal (>< Dishwasher (,-,--r Automatic Washer ( ) 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 ( NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (S�-'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: (;>-,) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: If supplied by /community water, give name of suppl i er: rar �yey,- SIGNATURE: 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 ( ) Other AMOUNT PAID: RECEIPT NUMBER Evapotranspiration Sand Filter Wastewater Pond DATE: Z(0 n n rACUTCD. V1 / 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: August 24, 1990 RE: Issuance of Individual Sewage Disposal System Permit No. 1008 Enclosed is your ISDS Permit No. 1008 This copy of the permit must be posted on the installation site. You must call our office for final inspection before covering any portion of the installed system. If you have and questions, please feel free to contact us at the following numbers for your calling area: Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle area 328-8730. Sincerely, Roger Hosea Asst. Environmental Health Officer Community Development cc: ISDS file RH/alm Board of County Commissioners Assessor Clerk and Recorder Sheriff P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Treasurer P.O. Box 479 Eagle, Colorado 81631 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 Date: August 30, 1990 Steve Shulman/ Paul Gass 475 G. Arsenal St. Watertown, MA Re: Final of ISDS Permit No. 1008 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 County Environmental Health Officer, P.O. Box 179, Eagle, Colorado 81631. We can also be reached depending on your calling area at the following numbers: Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle Area 328-8730. , Sincerely, Roger C. Hosea Assitant Environmental Health Officer Community Development -- Enclosures: Informational Sheets Final ISDS Permit cc: Chrono file ISDS file# Building Permit file# 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 I �8 - t S . IvotrIce 5 cam ROUTE FORM p,�� 46111 a] D t Routed EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE ,5,558 Application No. 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: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED BY DATE Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: S, r.4n4 r 1008-90 Tx Prcl#2107-122-03-019 -l-- —� JOB INANE, 0110 Cordillera Way/ Steve Shulman & Paul Gass. JOB LOCATION BILL TO DATE STARTED COMPLETED DATE BILLED Aa r1l, �,K)T ZnL,�� CN 71 A?) �011 6 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL - -- — -- - TOTAL LABOR PERMIT # 1008 INSURANCE OWNER: Steve Shulman/ Paul Gass SALES TAX LOCATId = s 0110 Cordillera Way misc. COSTS INSTALL_LP: Cordillera Construction SIZE OF TANKI : 1500 gallons DWELLI116": 4 bedroom PERC RATE: ABSORPTION AREA: 240 sq ft TOTAL JOB COST FINALIZED: 8/30/90 BY: Roger Hosea GROSS PROFIT BUILDING PERMIT # 4234 LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT LDER Printed in U.S.A. w I/ / 190 �`•� °o- INV.=7517.8 J. _ -1 m00% ..... • /10 � : 0 0(overage) _ 750 gal./day, 5 bedrooms Q .. J. • .' . ' .-' ( P ./. ' n TTankss size = 1250 gal- 5 0 . 1500 gal ' ...., J..'' GO �O ,,' ```` �6. % '/ A = 636 sq. ft. LProvide -212 _ = feet of Standard 3' wide trench 7O -- / - OR 240 FEET OF 10" SB2 LOT 2 10 =J. i J. -;.' 4" solid pvc releif line : J. 10• ^O 40 .'. - ,- ♦`-,- `• 10" SB2, Invert -7540 .♦ "' 9 00typical r is r J. / S f r f / /01_ -:': J. . . ' i� a It , ► - Standard 3 wide b 12 deep S 5 .. 1 (�Q J. ' �, . �.• - - •� .: - j/ --i ► '-� 1 ! I Gravel Drain field trench x Install Level / r' 1 /� / i ,� • J. -� / /. `„ '' (See Detail Sheet) i ``♦ �s a / 1 ''. ► (Omit gravel bed if SB2 line is us d) F - ` ♦ 10 SB2 or ► I + 1 : j r •� " 1 40 _....... >> - ' ► I, r perforated pvc a or SB2''. 1 1 4 ' �' 4" perforated pvc pipe. 1 % 1 ► �� = �` Invert Elev = 7544♦; ; O J./ / �. Invert Elev = 7542 J. A = 59'2'29" R = 210.00' T = .118.91, L = 216.40' CB= N 25*1247" E C = 206.95' 4" solid pvc�, ♦` ils ' $ ' / 1 `90 , 5 1500 gallon septic tank *� `� . `` Inv. In: 7544.75 / } ` .................... -• / : 1 - 1 _ - 1 Inv. Out: 7544.5 4. Solid PVC 0 /560 Rp / ..................... • UN - - -LTI o ' ...... `` / 1 / o = o In 0A j T U1 O Cct C,+ J N 00 _ I -7570 _ P_ • ` ' F/ LAND SURVE � _- GRAPHIC SCALE 20 0 10 20 +0Do o : ( IN FEET } Q : 1 inch = 20 it. � i O O' J EQ P� r. 8 - Z 2 - ?O f - i =Provide A `Minimum _20" Diameter- Inspection - I _ Port., Epr Each -Compartment 20 IN -41 -1.INLET.- PIPE F � - - _ - IOn MIN. (See Notes i INLET, TEE °T F OUTLET TEE` MIN. - - - - 3"� MIN - _ 5` MIN. _ OUTLET PIPE _ to"MIN. (See Nofesy - _ a = - TRANSFER PIPE - i• - - 60„ Maximum - - _ Liquid _Depth _ -- Minimum - Liquid Depth k FIRST COMPARTMENT 30,E - SECOND CO PARTMENT — s . f SEPTIC TANK DETAIL - (FIGURE N.T.S. F - k t _ F -_ SEPTIC k SYSTEM NOTES -- - Septic Tank. 1. .Inlet invert shall be at least 3 inches higher than the outlet : invert. -- ; M =2. Outlet tee or baffle shall extend -above the surface of the 1 qa d T - extend at - ` - - --- g to within 1 _ of the underside of the tank _top and shall r- least 14" below the outlet invert. 3.- The distance --from the outlet invert to the underside of,thetank top shall be -at -least '10".' - i - k 4. Liquid depth shall be a minimum of 30" and the maximum depth shall not exceed the tanklengthor.60", whichever is less. r ` 5. The transfer -of liquid from the first Zcompa-#.zaetgyth second or successive compartment shall be made at a liquid depth of at least 14"-below the outlet invert but not in the sludge zone. 6. At:lesat one access no less than_20" across shall be provided in each compartment of a tank. f 7. The opening cover of a septic ;tank manhole, inspection port, or sampling access port shall be no deeper than 8" below the finished - grade. -- 8. `Cast-iron pipe or pipe meeting ASTM standard 3034 properly 3 supported to prevent failure by settling shall extend from the septic tank for a distance of at least five (5) feet from the inlet -and outlet ends. 9.'_ Septic tank will be designed to withstand AASHTO H-20 axle loads, - or barriers will.be installed to exclude vehicle traffic from the tank site. f. = 10. Septic -tank will be designed. to withstand 5 feet of saturated overburden. _- SB2 Soil --Absorption System 1.' Recommended trench width is 18-24 2. Recommended trench depth is.30-36" to allow for two feet of native soil backfill. No gravel is required. The trench must be deep enough. -to insure that the flow line of the septic tank is at least 1"°above the top of the SB2 pipe. 3. Trench length& should not exceed the maximum allowable lengths for conventional gravel systems. `The trench bottom should be lave[ with a --maximum, slope of 1" per_100 lineal feet. _