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HomeMy WebLinkAbout188 Granada Hill - 210701401022INDIVIDUAL 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. PERMIT NO. 1927-99 BP NO. 12829 OWNER: CORDILLERA LOT #29, LLC PHONE: MAILING ADDRESS: P.O. BOX 1021, EDWARDS, CO 81632 APPLICANT: BART THOMAS PHONE: 970-926-0868 SYSTEM LOCATION: 130 GRANADA HILL ROAD, CORDILLERA, EDWARDS, CO TAX PARCEL NO. 2107-014-01-022 LICENSED INSTALLER: ARENA EXCAVATING, STEPHEN JEWETT LICENSE NO. 55-99 PHONE: 970-827-4221 DESIGN ENGINEER: INTER -MOUNTAIN ENGINEERING, TONY DONOVAN PHONE NO. 970-949-5072 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON SEPTIC TANK, 1000 GALLON SINGLE AUTO SIPHON TANK, 1875 SQUARE FEET OF ABSORPTION AREA VIA 60 INFILTRATOR UNITS. AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/19/99. BE SURE TO MAINTAIN ALL SETBACKS AND INSTALL TRENCHES ALONG THE CONTOURS OF THE SLOPE. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALL- ATION UNTIL THE ENGINEER HAS COMPLETED THE FINAL INSPECTION. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL:G�i C DATE: OCTOBER 21, 1999 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1.875 SQUARE FEET (VIA 60 INFILTRATOR UNITS PER T)F.S TGN, ) INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM INSTALLED AUTO SYPHON DOSTNGrANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM SEE ENGINEER DESIGN FOR SYSTEM COMPONENT TDCATTON4 COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 2/24/00, ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. r ENVIRONMENTAL HEALTH APPROVAL U� DATE: MARCH 2. 2000 zhuomplete'Applications Will NOT Be Accepted (Site Ulan MUST be attached) ISDS Permit # 39 % - 171 Building Permit 12 42,;a2 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 * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER'! PROPERTY OWNER: 1 011_c t `' l E� -�L - Z,/ MAILING ADDRESS: APPLICANT/CONTAC T `oc &Po Z_ PERSON: !�%� �vAz­z LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA: PHONE: ACC PHONE : `�i 2? PERMIT APPLICATION IS FOR: X), NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description - , � 1 0 ` 0 1 4C (D-Z Z, Tax Parcel Number: Lot Size:. Z• 1J �..-Id j� Physical Address: 13o � � Li Q � 1'�[ ( 11 1� C� , BUILDING TYPE:- (Check applicable category) ( Residential/Single Family ( Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (� Public Name of Supplier: Number of Bedrooms Number of Bedrooms Tvue *These systems r 're esigi by a Registered Professional -Engineer SIGNATURE: Date: h` AMOUNT PAID: (��• RECEIPT #: l�2 �S DATE: ( eI CHECK #:©cam, CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: October 21, 1999 TO: Arena 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. 1927-99. Tax Parcel # 2107-014-01-022. Property Location: 130 Granada Hill Road, Cordillera, Edwards, CO. Enclosed is your ISDS Permit No. 1927-99. 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 Inter -Mountain Engineering, Tony Donovan Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com March 2, 2000 Thomas Construction Bart Thomas P.O. Box 1021 Edwards, CO 81632 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1927-99, Tax Parcel #2107-014-01-022. Property location: 130 Granada Hill Rd., Edwards, CO. Dear Mr. Thomas: 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 K ter-Mountain Engineering Ltd. February 17, 2000 Eagle County Environmental Health PO Box 179 Eagle, Colorado 81631 Attention: Ray Merry RE: Individual Septic System Inspection - Permit No. 1927-99 Lot 27, Cordillera 130 Granada Hill Road Eagle County, Colorado E%1E Project No. 99-0148G On February 16 the undersigned visited the subject site to observe an individual sewage disposal system being installed by Arena Excavating. At the time of our visit the septic tank (2000 gallon) and auto -siphon dosing chamber (1000 gallon) were in place as well the first four (4) rows of ten (10) infiltrators. Again on February 17 we visited the site to inspect the installation of the final two (2) rows of ten (10) infiltrators. Based on these inspections it appears that the system has been installed in substantial compliance with the design provided by Inter -Mountain Engineering, Ltd. dated October 18, 1999. If you have any questions regarding this system please contact the undersigned at your convience. Sincerely, Inter -Mountain Engineering Tony IMnovan Project Engineer uane D. Fehringer, P.E., L.S. 8392 Continental Divide Road, Suite #107 • Littleton, Colorado 80127 • Phone: 303/948-6220 • Fax: 303/948-6526 77 Metcalf Road, #200 • Box 978 • Avon, Colorado 81620 • Phone: 970/949-5072 9 From Denver Direct: 893-1531 1927-99 Tax f2W/-U14-Ul-UZZ Lot # 27, Filing 1&2, THOMAS JOB NAME 130 Granada Hill Rd. JOB "NO. l LL- 13 LOCATION BILL TO DATE STA ED �jq� V DATE COMPLETED DATE BILLED 1 G r v 3 s _ �. �. cCc�r� h� ,-(' q V e /a n i C 3 L10 X d l( �'�7 (ll 1 G Z1 �1.1-:- , Z v 1875 In [XV �, a.�� f�w� 11�I ,�>��uA S-,—,f47 cko H'S k-( q Z s o6 p i2 �Lk #Y. JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 JOB FOLDER r Printed In U.SA CONSTRUCT/ON NOTES. 1. Sewer line from house to septic tank shall have a minimum slope of 1/4" per foot. 2.: Bends in building sewer, shall be limited to 45 degrees J. Septic tanks shall be installed level. The Tanks ore to have removable / cover or manholes to within 8 inches of finish grade for access to r each.compartments, for cleaning and inspection... Septic tank to meet << all the requirements of Eagle County Individual Sewage Disposal Section 4.07. The tanks are not to be located beneath Systems, o designated drivew ys #,.;?� : x `. \ et a art. / � / � 4. Excavate and level 3 feet wide trenches, 2.5 feet deep, and 6 feet p / Y, � c� � ���-_ 5. Prepare.. trench bottom sand sides in accordance with the state .1F�.,.: +" - - - - .,n.a /minis/ rnnr r/rrfinn 0 / rnr fh o /n fi/trntnr .System_ rOkina - - sidewall and bottom inAltrative surfaces is necessary to w / reduce smearing.) • 6. Assemble and install the Infiltrator Chambers in the Trenches cI according to the manufacturers recomm ♦�� �/ / e ,`vr,i' Backfill the side wall area with native soil for proper _ o /� Pv (TYP� / ct�r l support. /® 29 MI�UmM 8. Backfill the trenches with a minimum of 12 inches of tamped soi co ver. 1 000 GALLtON SEPTI TA / . I / � �.�.. �,� .j= �, II _ 9. Avoid vehicle traffic over the system. /.- / 10. All installations shall meet the rules and regulations of .. . .. .. II / � / / � Eagle County Environmental Heath Division as set forth in the /OBOR TI RT5 36 T B,E I ,���•,._,_._�-.fit:Individual Sewage Disposes/ System regulations Construction of M ER OF EA H NFI TRATIO R W 100 GA� ON IPHO CHA �� I4 I AT EN _ ; r� ` the system shall be inspected by the Engineer, J �` (Sq DETAIL) r s / % / prior to backfilling. ` ( DESIGN FLOW / o 0 Design Percolation Rate, T F 13 minute per inch / o / Co / ,� / / / I ► / / . Number of bedrooms = '6 / - / l SPLASH PLA S TO BE Max/mum des//y flow = Qmax o _ K.,N IN TALLED A ALL : ' ! / % INFILTRATION NLETS O Qmax = 6 brms x 2 persons/brm x 75 gallons/person/day x 1509 / x .. ax = 1350 gallons per des 0` n I ` \ SEPTIC TANK V = Qmcx hrs x 30hrs ' V = 1125 x 30 = 1687.5 gallons o 0 0 24 a � � � - \ A 2, 000 gallon, two compartment septic tank is required. c ° •s'o c U ' I t / ! SIX (6) OWS OF 10 IN RATORS _ — t A K / ABSORPTION AREA — Calculated as a function of design flow (Q) and ° E •o l / I FIEL SETS — - Lon Term Acceptance Rate L TAR o m w = 9 P ( ) Q ° OT LE CH — — A =Qmax/� TAR m °m o� 10 L 1 1 / I � — � l 3 min/inch inch — 0.72 •s o L TAR for 1 / - Z � � c 5. 0'00»E 364.85 - ; �' A E ° Qi / NS / ( _ A — 1350 / 0.72— 1875 sq ft o 0 \ \ ` r• °i �� c� -1- — /nflltrator Chamber System in a trench configuration is recommended withan allowed 509 reduction in the required \ \ \ absorb tion area. — 0.5 Amax = O.5(1875 sq.' ft.) - 937.5 sq. ft. GRAPHIC SCALE Surface area of one infiltrator chamber 15.5 sq. ft. 8040 - cm°yam r 20 0 10 20 60 Infiltration Chambers Required. 9 ID y y ' ( IN FEET) �O! touU°o0 :�. �. _ �n ft DOSING SCHEDULE ,� ■ GROUND SURFACE .MARK CLEANOUT LOCA77ON WITH 6 STEEL REBAR. 6' Vi INF/L TRA TOR CHAMBER (TYP.) n ALL CHAMBERS ROWS TO BE --- 1.5' MIN I l INSTALLED LEVEL / L 3 MAX J I r a 4' PVC WITH SWEEP 90 s or 45 s j INSTALL CLEANOUTS 1 4' MIN. TO 8DROCK or GROUND WA TER Note: N.t.S 0-8 San ay lOpSO// . PLAN ;,• 72•,ncer;or 8 — 75 Sandstone mixed with very Fine Grained Sand ;. Diameter DED GENERAL NOTES SECTION �CJR c% Ij/ 21" clear insert access \ O� m•• .»• T %� 1- Percolation Test Results and Subsurface Soil Conditions obtained by ,• posit seal Gasket typical � In ter—Moun toin Engineering Ltd. r -� V� / g���i , • MONOLITHIC TANK meets , 4 ASTM-C-913 Spec. for water e• = tc� m• f It is recommended that the trenches be excavated to a minimum and waste water structures. r, - 2g = depth of 36 inches. A minimum cover of 2:shall be maintained • Butyl rubber sealant meets Fed. p /y o �/over the top of the infiltrator chambers. Spec. SS-S-210A. (Provided with / /ry tank.) 5'-10• ��/ A�•••••w,• �� J.Topographic information and lot layout provided to Inter —Mountain • Plumbing shown in diagram \ provided with tank 55• a / ��////%/ir F� Engineering Ltd _ • it is the system engineer's ; 'I requirement to determine 24, VOLUME. LOADING and 4" z RETURN TIME. 4Je lAonob•��' -s" — NOTE • ENGINEER TO BE NO77FlED DURING INSTALLATION TO VERIFY MA TERIAL ENCOUNTERED A T THE BOTTOM OF LEACH FIELD ba lS CONSISTENT WITH SOIL PROFILE HOLE. t k 1 Gross a Net Discharge Weight Volume Volume Per Cycle Tank/Lid 1050 Gat. 890 Gal. 225 GaL/300 GaL/ 9400 lbs 400 Gal.. ------ GRAPHIC SCALE 20 0 10 20 40 80 DE-90VED BX' TDD DRAW BY.` TDD a ECKm BY.` DDF DATE ISSUED: 10 18 99 PR0ZCT NQ rn ( IN FEET ) 99-0148G 0 ton INSTALA TION 1 inch 20 ft SERIAL INFIL TRA TOR Ln z _ _ OF % ..v..ntruftllty ��eveiopment