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HomeMy WebLinkAbout133 Wild Strawberry Ln - 247106302010INDIVIDUAL 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. 2006-00 BP NO. 13261 OWNER: LANCE SCHOON PHONE: 970-927-3920 MAILING ADDRESS: P.O. BOX 2823, BASALT, CO 81621 APPLICANT: SAME PHONE: 970-927-3920 SYSTEM LOCATION:_133 WILD STRAWBERRY LANE, BASALT, CO TAX PARCEL NO. 2471-063-02-010 LICENSED INSTALLER: ASPEN DIGGER, JINX STONE LICENSE NO. 36-00 PHONE: 970-963-2157 DESIGN ENGINEER: CHURCH & ASSOCIATES, INC., TIM PETZ PHONE NO. 303-483-9317 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK WITH AN EFFLUENT FILTER, A FLOW SPLITTER BASIN, AND 1500 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED AUGUST 8, 2000. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK RE- QUIREMENTS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE EN- GINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 9, 2000 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: 1500 SQUARE FEET (VIA 48 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 1000GALLONS IS LOCATED DEGREES AND @ 5 FEET INCHES FROM THE CLEANOUT ON THE SIDE OF THE BUILDING. COMMENTS: ENGINEER FINAL CERTIFICATION R . T D SEPTEMBER 15, 2000 AS—BTTTT Tq AT SO RFrFumn THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A THREE BEDROOM RESIDENCE - 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: __ SEPTEMBER 15, 2000 JUL-5-2000 07:38A FROM:EAGLE COUNTY ENV HEA 9703280349 TO:19709279369 P:2/9 Incomplete Applications Will NOT Be (Site Plan MUST be attached) Accepted ISDS Permit # 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 (El Jebel) ************************************�******** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: 1-,4 c e 67cloo 1 MAILING ADDRESS: Po. Ear a� 3 g��� %�r�p �f�j�% PHONE: 2 7- 3Y26 APPLICANT/CONTACT PERSON: Z-Ane-e Sc�e>a•� �-l2 7f-- nn ' J PHONE :�c��' 3 ?1 • 283% LICENSED SYSTEMS CONTRACTOR: KA4A, Mtn��iS PHONE: _ -ate COMPANY/DBA: t%61 'Crec-de'04!j Gy+tpre% ADDRESS: L 8oX e'r &,.Ue yr(,23 PERMIT APPLICATION IS FOR: W NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal. Description: R'C'Ad► -<X0'-e5 Zo�'--!2 Tax Parcel Number: ;? g710630-Z0/0 Lot Size: Physical Address: BUILDING TYPE: (Check applicable category) 7 (X) Residential/Single Family Number of Bedreoms J ( } Residential/Multi-Family* Number of Bedre::oms ( } Commercial/Industrial* Type *These systems require design by a Registered Professional Enginec.r TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) �jSurfac X1 Public Name of Supplier: JCr ri S o�PS &Me•,aw"'-s �SSoS. APPLICANT S I GNATURE : Date: �-� -dam - AMOUNT PAID: 2 3S,00 RECEIPT # DATE: IL � CHECK #: CASHIER: gr kp- Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com Date: August 9, 2000 TO: Aspen Digger EAGLE COUNTY, COLORADO 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.2006-00. Property Location: 133 Wild Strawberry Lane, Basalt, CO., Schoon residence. Enclosed is your ISDS Permit No. 2006-00. 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. Please note any special requirements that may have been added to the design by this department. 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. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Church & Associates, Inc., Tim Petz Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com September 19, 2000 Lance Schoon P.O. Box 2823 Basalt, CO 81621 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #2006-00, Tax Parcel #2471-063-02-010. Property location: 133 Wild Strawberry Lane, Basalt, CO. Dear Mr. Schoon: 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 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 12, 2000 Lance Schoon PO Box 2823 Basalt, CO 81621 Subject: Installation Observation, Proposed Schoon Residence 133 Strawberry Lane Lot 12, Block 2, Filing 2, Ruedi Shores Subdivision Eagle County, Colorado Job No. 12960W Mr. Schoon, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on August 30 2000. The system was designed under our Job No. 12960W, dated August 8, 2000. The system includes the installation of a 1250-gallon, two -compartment, precast concrete septic tank with an effluent filter on the outlet, and four chamber -trenches. Each trench had one row of 12 chambers for a totalinfiltrative area of 744 square feet. A level distribution box was installed in conjunction with serial distribution to distribute effluent throughout the drain field. An as -built drawing is included as Figure 1. The components of the OWS were installed in conformance with our plans and specifications. If there are any questions or if we may be of further service, please call. Sincerely, CHURCH and Associates, p0 REq�s 0. .4, Edward O. Church, RE ; 1 '? 72 y; EOC/trp 2- copies'sent copy to Eagle County Health Department copy to The Aspen Digger, Attn Jinx, 630 Stone Road, Basalt, CO,' 81621 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 1.04 ACRES SCALE 0133 WILD STRAWBERRY LANE 1 " = 40' LOT 12, BLOCK 2, FILING 2, RUEDI SHORES EAGLE COUNTY, COLORADO 744 SF OF INFILTRATIVE AREA IN 4 GRAVELLESS TRENCHES USING A DISTRIBUTION BOX AND SERIAL DISTRIBUTION P RK{NG p_I o A EA �' _ P F1 - rn 1 �N PI DISTRIBUTION' _ BOX \ t'• CLEANOUT* z v � O 'w 11 4 PVC LINE rn ONE 1250-GALLON TWO -COMPARTMENT r PRECAST CONCRETE SEPTIC \ TANK WITH EFFLUENT rn ` 01 FILTER ADDED TO OUTLET vt rn PROPOSED 3-BEDROOM RESIDENCE ` z� r OWS AS -BUILT DRAWING JOB NO. 1296OW FIGURE 1 FROM : J C ELECTRIC Hug U" UU U4: P14p CHURCH & Amsocatxes I�Uu. u. GVVV '-f•KJ 1111 1 1 PHONE NO. 970 927 9369 303-493-93ZI P. 2 August S, 2000 Lance Schoon PO Box 2823 Basalt, Colorado $1621 HUR ENGINEERS & GF-OLOGISTS Inc. Subject: Subsurface Iuvestigation and OWS Design, Proposed Schoon Rmidenc e 133 Strawberry Law Trot 12, flock 2, Filing 2, Rue& Sh om Subdivision Eagle Comity, Colorado Job No. 1296O W Dear Mr. Schoon, As requested, we have invested subm face conclit ons at the site and designed an ozeft Nvastewatar system (OWS) fbr the proposed z-esideme. We conducted tics subsurface investigation on Augul i, 2000. SrM CONDMO NS The lot is located in a rural residential area in Eagle CcocM, Colorado. The proposed drain field arm has a slope of 10-15% to the east. There is a full cover of scrub oak and aspen trees in the proposed f el d area. PROPOSED CONSTRt.TC nON A tWty-bedmotn residence is proposed at the location presented on Figure 1. Tn aeccordwice: with the Individual Se►vaW Disposal System (ISDS) regulations, the sewage is aft for a three-bedroo tri reside is at 450 Gallons Per Day (GPD) average. The Wwage loading with a peaking factor of 15 is <<67-5PU This loading includes washing nudim and garbage grinders. The resides will be served water by a cauununity welt, wtdch is located 1 U0+ feet from the proposed drain field. SUBSURFACE CONDITIONS We performd a subsurface investigation by digging three percolation holes, 43 to 47 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface condixions at Profile-1 consisted of 1.5 feet of topsoil; underlain' by sencly clay'With sca� gravel` and tieul&m to the mmdmum, depot plored' of S feet. No ground water or bedrock was encountered-FarcolaWn test re is fiKkam perovWon nos of40 to 80 minutes per isa b (WI). The average p =al an rats is 54 AVI RECOM1 UNDA'I.TIONS The OWS should include the installation of one 1250-gallon, two-eornputent septic tame with an effkmA � fitter added to the outlet, a flow splitter basin, aW fbur "chamber" toe hes as preserved on Figure 1. Each, d `� trench should have 1 row of 12 chambers for a total of 48. chambers. An ev"tion of the MAJ. - with a clay loam at 54 .MPI requires 1500 SF of drain field. With the use of clmmber's and a 501/o reduction, the area is 09NVER 4901 Wadsworth Boulevard Whs»t Rldget. CO 80033 CASTLE ROCK 303.680.4358 309.A63.9317 Fax: 308.403 M EVERGREEN :=.5UL1455 LOVELAND 970.C834124 11 IG-R-PORL I TI IF R7! 4APM Tn: i=n :.1 1= r i IWTY FNI I I4=01 TN R6r-G- 4 —Vow• V. GVSJV Y. C l 1 1 1 G FROM : J C ELECTRIC PHONE N0. : 970 927 9369 nua4 Ua UU uI+: djp UHURCH & Rssooaties c13-4I;�-932! Ows twga Job No. 1296OW 6Pap 2 the same as the proposed 48 chambers, The OWS design is based on an avmV sewage load of 4 50 GFD and a percolation rate of 541V1PIL Serial distribution is proposed for the OWS cosign. Nloveluent over the dram field trench bottom during consMxlion should be kept at a =Uiraum to ,prevent compaction of the receiving soils. The bottom of each M=h should be scarified with a pick, shovel, or backhoe bucket teeth prior to the placement of chambers, OPERATION AND MAINTENANCE The owner mast realize an OWS is ciitknmt from public sewer service, and must amune the responsr`bility for rnaintrcnance of the OWS. The system is relatively ice fi ee, but the owner must have, the septic tanks pumped. in the absence of a monitoring program, we recommwd the septie tank be pumped and the effbent filter cleaned every two years. There are deity corrsidamtknis, such as not putting plastic or odw uonbiodegmdable matexial into the OWS. Water use must be, awnitored so toUcts are not allowed to run when seats rnaWwwtran. To illustrate the grunt, a r u *gig toilet cau consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS, A separate drywtdl should be constructed far the backwash waste, if a softaw is irsstalletl. Chemically treated water f rom a .sue pool or spas should not be i&oduced to the OWS. LIM1Y>TAMNS An OWS design requites installation by a conUactor who is experienced in its install$ti n. Our invoodgation, layout, design and recommendations are based on data wed. If subsutflwe conditions �a�nsldmabty dii£erent from those described in this report are encountered, we she utd be notified to evaluate Iht: ems# on the proposed OWS. If the h=hh department .makes madifica#ons to this desig% we should be tmx eted to evaluate the ianpact on the performance of the OWS. AU construction is to be in accordance with the ISDS regulations, Pipe type and sire, burial riNwrmuents, septic tank consvurdon, and other specifim ions, which are not depicted in our report, are to c xifi= to the requirenwa of the ISDS reSuiatious. The installer of the system is to have demonstrated kaowledp of the a County ISDS regulations and requirements. If there are questions or if we can be of further service, please call. The project manager is Tire : etz. Sincerely, CHURCH & Associates ,. FR• Edward 0. Chumtr, P.E. Eoc/trp 3 coples sent fax copy to 970.927.9369, A,t#n.: Lance Schoou, 11 Ire-A-PPMR TI IP R7- 47PM TP'r- m=i P rni IKITV Chll 1 Wr-Cl TW onr c,- 0 FROM : J C ELECTRIC PHONE NO. 97O 927 9369 ""G %ju uu u-r: tap LH�,JNUH V. Hssocaties 30$-46 -S3 1 P-4 1-04 ACRES SOALE 0133 WILD STRAWBERRY LANE In 4p' LOT 12, BLOCK 2, FILING 2, HUEDI SHOAES EAGLE COUNTY, COLORADO 744 SF OF INFILTRATIVE AREA IN 4 GRAVELLESS TRENCHES USING A rLOW SPL,ITTER BASIN AND SERIAL DISTRIBUTION FRK 1NGG 1 ` Pl hlTal • FLOW `p SE''LIT'TI`R ^r— BASIN 'CLEANO r 4 PVC LINE ONE I250-GALLON • — TWO -COMPARTMENT � PRECAST CONCRETE SEPTIC rat` TANK WITH EFFLLF-NT ` vt FILTER ADDED TO OUTLET 11 cla PROPOSED 3-BEDROOM RESIDENCE SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION OF PROPOSED CAWS JOB NO. 1296OW FIGURS i :1I Ir-R-PMMR TI IP 07:4APM Tn: Pom F r-ni INTY FNIJ WPi' I TN Por-c:• 7 FROM : J C ELECTRIC ab a.ra.+ t10 UY.f--rp 1.P141,;'UN & Hssacaties Y + PHONE NO. : 970 927 9369 303-463-9321 p.5 )UG-9-P000 TI_IF 07: 4RRM TI ]: FA[. -I F rn INTY FNU HFAI TH [nor-G • a FROM : J C ELECTRIC uu u-r+ zmp LHOKUH & Hssoc,al ies PHONE NO. 970V927�9369' ' 303-463-9321 P.6 Air o lug W II • 1L d L A IN 4.01, t+ C: �y .4{ ,emu co La CL7 211 Its-R-PVlVl I TI IF FIB: 4gPM Tn: Fpr.1 F rni INTV FNIJ HFAI TH PC1f F: c� FROM : J C ELECTRIC mug itUb UU U44:2bp UHUh2C H & Asso�catieS � 1 IVLi. V. GVVV �T. 1V1 11 PHONE N0. 970 927 9369 303-463-932!1 pr F T LE 9 I - EgBQQIAMQN ILIT— RESULTS Lot 12, Mock 2, Filing 2 DATE OF TEST: 811100 Ruedi Shares Subdivision Eagle County, Colorado fW description Pfafie: 0 W 1.5' I Topsoil, root zone, sandy,C12Y. dark brown V[Play,silty, sang _. with ace -- ecl or vel 8 t:auldars_ stiff. mit;.tt DEPTH TIME DEPTH DEPTH WYERVAL HOLE HOLE OF HOLE, INTERVAL START, END, CHANGE, PERC PERC, NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) (INCHES) RATE (UPII RAC' 1 jpW`�V/,Y!!ii"{yq.'�y+�]iaVj.�i"Y�y�S—.,111�}i7.(.C+r?.... n.�'P.: �:��-��.'i �,�'�il'rµ,. ���Y•�'�'� .lob No-12$6OW BUG-e-20VICa TI IF S7- AC]GM Tn. 1-nrl r L 1 - ... .. --- - 2006-00 Tax #2471-063-02-010 JOB NAME, Lot #12, Filing 2, SCHOON Ruedi Shores Subdivision _13 3_ W-i1d _ _ S_t rawb_emrv—Lane___ JOB NO. DATE STARTED I� .• DATE BILLED NW4 "0111- MWA1102 10 FAR-AWAMA ©* i I91 //i., 7-1t /._�0 1�mm., a� it-VAWZ i'm"! .Pop !�L law pre / /JOB, - COST SUMMARY ` TOTAL PRICE mm MATERIAL COSTSTOTAL —� ENTOTAL JOB COST MINIM ■GROSS PROFIT'ME LESS OVERHEAD COSTS % OF SELLING PRICE _■ JOB FOLDER Product 278 JOB FOLDER w Printed In USA