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Home My WebLink About474 Eagle Crest Rd - 210518203002 - 1787-98ISINDIVIDUAL 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 INSTALL4TION SITE. PERMIT NO. 1787-98 BP NO. 12059 OWNER: RICHARD AND GERALDINE PANTER PHONE: 970-748-1105 MAILING ADDRESS: P.O. BOX 4285, AVON, CO 81620 APPLICANT: PETE DEHNERT PHONE: 970-949-0531 SYSTEM LOCATION: 474 EAGLE CREST RD., EDWARDS CO r TAX PARCELNO. 2105-182-03-002 LICENSED INSTALLER: GARY DEFINA CONSTRUCTION ICENSE 44-98 PHONE: 970-926-9469 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: FOR 3 BEDROOMS, 1000 GALLON TANK, 844 SQ' OF ABSORPTION AREA -VIA 28 INFILTRATOR UNITS. FOR 4 BEDROOMS, 1250 GALLON SEPTIC TANK 1125 SQUARE FEET OF ABSORPTION AREA VIA 37 INFILTRATOR UNITS AS REQUESTED BY GENERAL CONTRACTOR. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE. AND INSPECTION PORTALS IN EACH TRENCH. RAKE TRENCH SURFACES TO PREVENT SMEARING OF SOILS. CALL EAGLE COUNTY ENVI- RONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH OUESTIONS REGARD- ING INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT FINAL APPROVAL OF SEPTIC SYSTEM. ENVIRONMENTAL HEALTH APPROVAL: G ��Ly'" ' DATE: AUGUST13,1998 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-I04, 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 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: ()10 _ _ SQUARE FEET (VIA .30 INFTLTRATOR UNITS ) INSTALLED POLYETHELENE TANK:1250 GALLONS IS LOCATED 2,U DEGREES ANDI2_L8TEET FROM THE CLEANOUT COMMENTS: THE SFPTTC TANK TS TARGE FN0TMH FOR 4 BEDROOMS, RITT THE. LEACH FTFLT) TS ONiY LARGE ENOUGH FOR 3. 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" I.L7Gf C.tJ4X x.t _ DATE; ,,EQVEMBFR 9, 1 998 Int.;omplete'Applications Will NOT Be Accepted (Site Flan MUST be attached) ISDS Permit I Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE.- EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: �U.,r �.. •oh�e r - ��rU� ��o \ C�.hv~ MAILING ADDRESS: 9 2A ` _ (X0 0 h PHONE : APPLICANT/ CONTACT PERSON: @�� r� PHONE: LICENSED SYSTEMS CONTRACTOR: PHONE: f � COMPANY/DBA: ADDRESS: 1-J fi�',c `lqG� �i, to �16 PERMIT APPLICATION IS FOR: �v) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: NK— � Tax Parcel Number: I aJ �� 03- 00 Lot Size: Physical Address: BUILDING TYPE:. (Check applicable category) ( ) Residential/Single Family (X) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (n) Public ----,Name of.�i r: u 0 Number of Bedrooms Number of Bedrooms Type *These s�;st-e-ms req} ireAg4gn by/a Registered Professional Engineer SIGNATURE: Date: 8 AMOUNT PAID: RECEIPT #: 10151 DATE: CHECK #: �003 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: August 13, 1998 TO: Defina Construction, 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. 1787-98, Tax Parcel #2105-182-03-002. Property Location: 474 Eagle Crest Rd., Edwards, CO., Panter residence. Enclosed is your ISDS Permit No. 1787-98. 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. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are mi: :mum requirements only, and should be brought to the prorerty 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 Enclosures: ISDS permit # 1787-98; ISDS Final Inspection Completeness Form 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 November 5, 1998 Richard and Geraldine Panter P.O. Box 4285 Avon, CO 81620 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Pen -nit #1787-98, Tax Parcel #2105-182-03-002. Property location: 474 Eagle Crest Rd., Edwards, CO. Dear Mr. & Mrs. Panter: 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, 1-4 Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Pennit cc: files ISDS Permit 4 S I� � I Date �/3/9� SDS Final Ins ectio Completeness Form Tank is gal. Tank Material �� y _= Tank is located ft. and r'l degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) Tank set level. Tank lids within S" of finished grade. y L� Size of field `� ft2 �U units lineal ft. Technology Cleanout is installed in between tank and house(+ 1/100ft). There is a 'IT" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. Depth of field ft. Soil interface raked. Inspection portals at the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Type of pipe used for building sewer line .r +� 3 leach field Other 0 -- ,- )UL u P 4. -V A''6t t_Viluj _�1±� .4CvIkC.{1161 6-C 3 UU1vvJ . Inspection meets requirgments. Copy form to installers file if recommendations for improvement were suggested. .ACTION TAKEN: Setbacks well Potable House Property Lake Dry Tank Drain Water Lines line m Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 Ka Eaafe- C*es.,f- t��A 1 CALCULATED DATE Lot e) I I CC) CHECKED OY DATE SOULE ... .... . ... ....... ........ . ........ ...... ........ ..... .... ...... .. . .... ... ...... ................. -------------- ... ... ........ .......... . ......... .......... .. ..... . .... . ... ............ ............. . . . . . . . . . . ... ......... . ........ ... . . .. . ......... ......... .............. ........... .... . ............. . ......... . ......... ... . . ............. ....... =`7 ...... . ......... ....... ....... ....... .... ... ..... .... .... ... .... . ........ . ...... ..... . ........ . ..... . ....... . .. . ....... .......... . .............. . .. ..... . . .. .. . ..... ..... . ..... .. ... ....... ..... . ..... . . .... ... ............ .......... --------- . ................. .. .. . . ... ....... ..... . ... . ... .. .... . . .......... ......... .. . . . . ...... ..... .. ...... ... ....... 3 2 n 3 N� 5 ,--~---'......... � Water Added i--_------........ O.5 1 2 Applied Pressure - ksf Swe I I I No t . Not . JDry Dens. LL PI Sp.Gr. Initial void ratio SILT, sandy, clayey, Percent swell = 0.1 reddish brown Project No.: 96-0368G Project: Lot 31, Block 6, Lake Creek Meadows Remarks: Location: Boring No. 9 at 9 feet 5 I] Gran-,+lar Fill Foundation Wall Top 1 foot of backfill s'-ould be relatively i=pe^aious fill. Slope away from building. 1 i jr -eotextile 14 Polyethelene Koisture Barrier glued to foundation wall 4 DETAILS OF PERIPFE;�AL DRAIN SYSTEM FOR FOOTING TYPE FOUNDATI08 C e 4 tlr.Tl? 2 PROJECT: PROPOSED RESIDENCE �Zner-�4'tounta�ixz LOT 31, BLOCK 6, LAKE. CREEK SUBDIV. Er:gizzeerzxzgua. EAGLE COUNTY, COLORADO PROJECT NO.: 96-0368G _ FIGURE N0. 7 Received Aug-10-98 08:59am from CCITT G3 - ENVIRONMENTAL HEALTH page 2 AL!C-10-9S 09:15 AM P.02 July 27, 1999 lack Panter PO Box 4285 Avon, CO 81620 RE: Septic System Lot $. Uke Creel< Subdivision Eagle County, Cotorado Project No, 98-00480 Gailt1cmell., MENEMW Mr, Pete Dc1nert visited our offlice and informed us that thorc have been changes in the rosidcnce, He indicated t1tat the care taker unit has been removed from the proposed plans. His concern is that this may effect the design of the septic systcnl, The rcinoval of the care tocr unit will nAuce the saptic system minimurn load requirements by at least one bedroom unit. If the scptic system is installed as designed, then the Capacity of tho leach fleld will be slightly over designed. 71is will not change tho effectiveness of the system, instead it will have sonic ailditional capacity. We call redesign the systorn if the owner desires, A system resized toaccorrailodate the septic system maybe perfr,)rnicd whioh will result in a reduction of tlie numtnr if infiltrators and possibly the size of the septic tank. "isIcUr has been prepared for lack Panter for specific application to the proposed residential septic system to be located on Lot 5, UAW Creek Subdivision, Ea& County, Colorado, Should you have any questions mgarding the information contained in this report, please feel free to contact the undersigned. R!chardV.-Pjckk?.E. 7- GeotcchnicM Engineering Manager Putter neptk �'Yqtort W92 Continental Divide Rod, Suite 0107 v LittivIton, 00 80127 4 Phoiw, 30,'V4&6220 * Fax; 77 MetcWf Road, #200 * Dox 978 * Avon, Colorado 81620 v Phone: 303/949-5072 a Prom Oenver Olrjc t; 4AAR Received Aug-10-98 08:59am Aua-10-99 09:1-- AM from CCITT G3 -3, ENVIRONMENTAL HEALTH page P. P-t I IN -KEMP & CO., INC. P.O. Box I aq EDWARDS, CO 81632 4/�"r'(970) 926-3770 (970) 949-5167 I tjAJ'jn r tau i*pkswo"� TO 'ci T960 6V6 102-6 IT'I'T!DziW111�(A r1cl q;F:TG nHj_ 86—GRO—AON t 96ed Hi]V3H IVINIUNIAN3 (.- L960 666 OZ6 moll wdvz:zo 96—V0—AON P8AI80aU GRAPHIC SCALE 20 0 10 20 40 e0 ( IN FEET ) 1 inch = 20 ft SA SIS OF EL E VA TION FOUND REBAR W/ WASHER 10' W. C. �- ASSUMED ELEVA TION 100. Or 10' MIN OFFSET FROM PROPERTY LINE �O STANDARD INFIL TRA TOR CHAMBER Not To Scale GROUND SURFACE ..I INFIL TRA TOR CHAMBER (TYP.) ALL CHAMBERS. ROWS TO BE INSTALLED LEVEL 1.5' MIN s' Specifications a...... �n.a Oimensi0m 'TOW-35 A Name Ma—W a' Estendihlo PVC Handle B VaueNeght u- n,r> PVC Cap C bnn Hapht yy,.a,,,, Air Venu D 1—nm inlet Hepnt 16' E F6t Hc4 H.-We 2i' r.cw r1,1* F Fear Meer lRl 53 Slating Ring for assistance. Mesh Potpp oWena Tuba A with Solid Dasa 0sl Biatube" kr.. Effluent Filter I 8' Salml Weld PVC Tee ISoaiM Oro.0 0.1 B lit PVC Housing [8[ 1 1/8' Diameter Inlet holes E l 4" PVC WITH SWEEP 90's or 45'F - j Y, MAX 4' MIN. TO BEDROCK or GROUNDWATER SERIAL INFIL TRA TOR INSTALLATION INSTALLATION REQUIREMENTS: Not To Scale 1250 GAL. TWO COMPAR TMEN T SEP TIC TANK NOTE. N.T.S. { 1. aEAR S✓SETJT ACCEESS A i DIMENSIONS CAPi44 APPROXIMATE WEIGHTS w L H A I B TANK I LIDBAF E WALLS TOTAL 4=10' 12=0' a-S SM 420 exn [8S M70 LBS ta20 (BS 7S790 CamNUC77aV N07E'S 1. Sewer line from house to septic tank shall have a minimum slope of two percent. 2. Septic tanks shall be installed level. The Tanks are to have removable cover or manholes to within 8 inches of finish grade for access to each compartments, for cleaning and inspection. Septic tonk to meet a// the requirements of Eagle County Individual Sewage Disposal Systems, Section 4.07. The tanks are not to be located beneath designated driveways J. Excavate and level 3 feet wide trenches, 2.5 feet deep, and 6 feet apart. 4. Prepare trench bottom and sides in accordance with the state and local regulations. (For the Infiltrator System, raking sidewall and bottom infiltrative surfaces is necessary to reduce smearing.) 5. Assemble and install the Infiltrator Chambers in the Trenches according to the manufacturers recommendations. 6. Backfill the side wall area with native soil for proper support. 7. Backflll the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of Eagle County Environmental Health Division as set forth in the Individual Sewage Disposal System regulations Construction of the system shall be inspected by the Engineer, prior to backfilling. MrM FLOW Design Percolation Rate, T- 25 minute per inch (1- I =19. 5 min inch; T-2=28.2 min/inch; 1=3=22.5 min/inch,[ ( See General Note 1 ) Use T= 25 minutes per inch Number of Bedrooms = 4 Maximum daily flow = Qmax Qmax = 4 brms x 2 persons/brm x 75 gallons/person/doy x 1507 Qmax = 900 gallons per day M?77C TANK V = Qmax x 30hrs 24hrs V = 900 x 30 = 1,125 gallons 24 I &se one 1,250 gallon two compartment concrete septic tank. NOTE.- Install 4" OSI BIOTUBE EFFLUENT FILTER in the outflow of the tank. We reccommend a FT0444-36 available thru SGS Enterprises (303) 670-2J94 ASSME770N AREA A == Qmax 5 A == 900 J25 = 900 sq. ft. 5 Amox = 900 sq. ft. Infiltrator Chamber System in a trench configuration is recommended with on allowed 50X reduction in the required absorb tion area. 0.5 Amax = 450 sq. ft. Check Daily Flow <12 Absorption Area 900 Gallons/Day =2 0 450sq. ft. Recalculate Absortion Area = 900 Gallons/doy 1.2 = 750 sq, ft. / 2 = 375sq. ft. Surface area of one Infiltrator Chamber = 15 sq. ft. 450 sq.ft./ 15 sq.ft./lnfiltrator = 30 Use 30 /n fil trator Chambers. Six trenches with five Infiltrators each. SUBSURFACE SOIL CONI /770NS (See General Note 1) �k 0 '— 1.0' Topsoil 7 i, 1.0' — 8.0' SILT, Sandy, sl clayey, brown with grovel and cobbles GENERAL M07ES i ,Iercolction Test Results and Subsurface Soil Conditions obtained by ,, . ter —Mountain Engineering Ltd. 2. It is recommended that the trenches be excavated to a minimum depth of 36 inches. A minimum cover of 2' shall be maintained over the top of the infiltrator chambers. J. The cobbles in the excavation of the /eochfeld, should not be utilized as backfill over the infiltrator chambers. 4. Residence layout provided to Inter —Mountain Engineering Ltd. PT Q — Denotes Percolation Test Pit Approximate Location TP ® — Denotes Approximate Location of Soil Profile Test Pit NOTE, IF DURING CONSTRUCTION OF THE LEACHFIELD, SOLID OR FRAGMENTED BEDROCK IS ENCOUNTERED, THE ENGINEER SHOULD BE CONTACTED IMMEDIATELY FOR ADDITIONAL RECOMMENDATIONS. XI/ • Gt -: • O N A L yo a�4° 0. c -.• c � verso o a C O'C y Oqa 0. v�oo��t Z o 0 p Vt p U > h E O t Vj Q k w. �.Co.coo _ Caw O Z.Zi ` o a�i V � at —`lax � it" tb J V O C �� cb•w0 [Z O` Q'y •N ,C w F m.e toao Q) C1 tZ m qZ) q) t 2 N g, aoiQ_ A o mn O W � cf) rj v j v LQ U) L� W DESIGNED BY.- R. R. DRAWN BY• D. f CHECKED BY.• R.R. DATE ISSVED.- 04 06 98 PROJECT NO. 98— 0048E -1 1787-q8 ? los-/8z o3-002. M AA