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HomeMy WebLinkAbout1649 Emma Spur Rd - 246512303001INDIVIDUAL 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. 2056-00 BP NO. 13455 OWNER: MARTIN FINKELSTEIN PHONE: 970-927-9121 MAILING ADDRESS: 1649 EMMA RD BASALT, CO 81621 APPLICANT: RICHARD BRAUNTHAL PHONE: 704-9464 SYSTEM LOCATION: 1649 EMMA RD BASALT TAX PARCEL NO. 246512303001 LICENSED INSTALLER: ANDREW MACDONALD DBA MOUNTAIN WORKS LICENSE NO. 38-00 PHONE: 618-2882 / 963-1030 DESIGN ENGINEER: CHURCH AND ASSOCIATES, INC., ED CHURCH PHONE NO. 303-463-9317 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK WITH AN EFFLUENT FILTER, 744 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 24 INFILTRATOR UNITS PER DESIGN SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 9/26/00, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND IN- SPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. AND DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8 INCHES IN DIAMETER. INSTALL THE TRENCHES NO DEEPER THAN 3 FEET TO HELP PROTECT THE ROARING FORK ALLU- VIUM AND GROUND WATER. EXISTING SEPTIC TANK IS TO BE PUMPED AND FILLED WITH DIRT OR REMOVED FROM THE SITE ACCORDING TO THE EAGLE COUNTY LAND USE REGULATIONS, CHAPTER 4.15.07. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: NOVEMBER 22, 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: 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: iplete Applications Will NOT Be Accepted Plan MUST be attached) //� //� ISDS Permit # �-��(o , Vy Building Permit # 131/515' APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. 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: MAILING ADDRESS: i to dr l El -^, -4-- e—A PHONE: "Z • 611,74 APPLICANT/CONTACT PERSON: PHONE: 46 F LICENSED SYSTEMS CONTRACTOR: Mall ^�� v WDOLSC-S PHONE: (AS COMPANY/DBA: "Ar-e,.3 Mat -Do C44 e� ADDRESS PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 1AJ/Z,1-A8,2 140mlb ,�cM's 7 � Tax Parcel Number: �Z4&6- 125 0 00 � Lot Size Physical Address: jtn�Cs 'ZAN 'gM.AA.X Co Sl b-2-� BUILDING TYPE: (Check applicable category) ( Residential/Single Family ( )Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms _ of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) () Well ( ) Spring ( ) Surface ( ) Public Name of Su ID er: APPLICANT SIGNATURE: Date:-���'� AMOUNT PAID: ��d RECEIPT 0 I'"-13 DATE: ILI I0� CHECK #: 0,&L4(o 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: November 22, 2000 TO: Andrew McDonald 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.2056-00. Property Location: 1649 Emma Road,Basalt, CO., Finkelstein residence. Enclosed is your ISDS Permit No. 2056-00. 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 and Associates, Inc., Tim Petz, Project Manager CHURCH September 26, 2000 Marty Finkelstein 1649 Emma Road Basalt, Colorado 81611 Associates, ENGINEERS & GEOLOGISTS Subject: Subsurface Investigation and OWS Design, Repair and Upgrade for Existing Residence 1649 Emma Road Eagle County, Colorado Job No. 13005W Dear Mr. Finkelstein, As requested, we have investigated subsurface conditions at the site and designed an upgraded onsite wastewater system (OWS) for the existing residence and proposed guest-house. We conducted the subsurface investigation on September 15, 2000. SITE CONDITIONS - The lot is located in a residential area in Eagle County, Colorado. There is an existing garage and a two -bedroom residence at the locations indicated on Figure 1. A drain field of unknown dimensions serves the residence. Upon excavation the field appeared to be saturated and failing. There are two ponds located in the eastern portion of the lot. The proposed drain field area has a slope of 1- 2% to the northeast. There is a thick cover of irrigated blue grass in the proposed field area. The residence is served by an onsite well located 100+ feet from the proposed drain field. The proposed drain field must be 50+ feet from all ponds and irrigation ditches. PROPOSED CONSTRUCTION - A one -bedroom guest-house is proposed above the existing garage at the location presented on Figure 1. We are sizing the OWS based on four -bedrooms to accommodate the guest house and the existing residence and future buildout to 4 bedrooms. In accordance with the Individual Sewage Disposal System (ISDS) regulations, the sewage loading for a four -bedroom residence is 600 Gallons Per Day (GPD) average. The sewage loading with a peaking factor of 1.5 is 900 GPD. This loading includes washing machines and garbage grinders. SUBSURFACE CONDITIONS A subsurface investigation was performed by digging three percolation holes, 36 to 43 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface conditions at Profile-1 consisted of 1.0 foot of topsoil, _underlain by sand with gravel and cobbles to the maximum depth explored of 8 feet. No ground water was encountered. Percolation test results indicate percolation rates of 10 to 20 minutes per inch (MPI). The average percolation rate is 17 MPI. RECOMMENDATIONS - The OWS should include the installation of one 1500-gallon, two - compartment septic tank with an effluent filter added to the outlet, and three "chamber" trenches as 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 Subsurface Investigation and OWS Design Job No. 13005W Page 2 presented on Figure 1. Each trench should have 1 row of 8 chambers for a total of 24 chambers. An evaluation of the LTAR with a coarse to medium sand at 17 MPI requires 750 SF of drain field. With the use of chambers and a 50% reduction, the area is the same as the proposed 24 chambers. The OWS design is based on an average sewage load of 600 GPD and a percolation rate of 17 MPI. Serial distribution is proposed for the OWS design. Movement over the drain field trench bottom during construction should be kept at a minimum to prevent compaction of the receiving soils. The bottom of each trench should be scarified with a pick, shovel, or backhoe bucket teeth prior to the placement of chambers. OPERATION AND MAINTENANCE - The owner must realize an OWS is different from public sewer service, and must assume the responsibility for maintenance of the OWS. The system is relatively mainte- nance free, but the owner must have the septic tanks pumped. In the absence of a monitoring program, the septic tank should be pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiodegradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can 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 drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LL IITATIONS - An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the Eagle County ISDS regulations and requirements. If there are questions or if we can be of further service, please call. The project manager is Tim Petz. Sincerely, CHURCH & Associates v, �.�p e, 172 ' Edward O. Church, P. EOC/trp 3 copies sent 1649 EMMA ROAD SCALE EAGLE COUNTY, COLORADO 1°=60' �FR ONE 1500-GALLON TWO -COMPARTMENT PRECAST CONCRET 37 F OF INFILTRATIVE AREA IN 3 SEPTIC TANK WITH AN GRAV ESS TRENCHES USING SERIAL EFFLUENT FILTE DISTRIBU . EACH TRENCH MUST HAVE ADDED TO THE ONE ROW OF HT CHAMBERS. OUTLET EXISTING OWS UNKNOWN 1 DITCH 0 FEE DIMENSIONS T BE i'f F— ABANDONED M DRAIN D MUST BE 50 P-1 FEET FROM ALL PONDS OFIL AND IRRIGATION TWO-BEDR00 o PIT DITCHES. IF DISTANCE RESIDENC P-2 PONDS CANNOT BE MET PONDS P 3 AND DITCHES MUST BE 4" SCHEDULE 40 RELOCATED OR LINED. PVC LINE FR M GUESTHOUS TO BE TIED INTO E ISTING RESIDENCE 0 CLEANOUTS DISCHARGE NTO PROPOSED WS I ... ' GARAGE WITH • ' ONE -BEDROOM WELL '. VEST ROOM 0 BE ADDED RAIN FIE)00+ MUST BE ET FROM ' ALL SITE PLAN AND LOCATION JOB NO. 13005W FIGURE 1 N .§§ � §2 § �w §§ �§ §� s \k K �§ . § k� u §§§ ■ o e §IL \ �m mIL - a 0 0 2� r §w ` I tn ul Ld f § 96.641 /$6 § S §§�ki r §g ism K ®3 6/§ IL . \_ � ■k § b§6.�b § a § o§ _ �by� $(�§k � r§ @ © ' A < - § ul � f LLJ V)° § o Q«!moo § 5 ¢ 2 }�oWx§� §§cr-g§ B z § o § 22-gIIr- G %�$§uiƒ§/ § 2 4c«mR $ a) TABLE 1 - PgRCOLATION TEST RESULTS Profile: 1649 Emma Road DATE OF TEST: 9/15/00 Eagle County, Colorado feet description 0-1' Sandy, topsoil, root zone, dark brown V-8' Sand with gravel & cobble, dense, moist, red/brown/white NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION DEPTH TIME DEPTH DEPTH INTERVAL HOLE HOLE CHANGE, PERC. OF HOLE, INTERVAL START, NUMBER (INCHES) (MINUTES) (INCHES) (INCHES)RMRATE, (INCHES) RATE(PI) (MPII Job No. 13005W A l� MM 9 / I � 3 > 0 ' x y / ? % / y f• \-AV ¢ S` p u 2 _16�o 3 a J OJ�zl_ ODpm � �=4kj OAV'Yf /�Jv&Z u� / s/egos z : $�i g `p`ppPop SZ PtE H\GHW Py5 Y s q : 1- mike s b 8a€ Fbgg 'g3?84 €,R g€s $�g Eli kgag g012 g s b<-u a R„etl t c c t 9 �6 `4�b S Kos k _�4 - k3k€.BFdk;-kr�3�4" 3ka�tlagk\ k k ktl b $ 1MGb�� ka8 g��Fa b aao 648' fin` ag � ��� �s=�=P�d`g b��g g egg§ _� c- �g ° a _ �� a `•� a �e �a_ $ e� gad �BS�� � eg �og b� � & a � �gF-Sz q � g� � ��„ge E�e�g sag 5tlR�`€ s ga r g ga s g g ga Ge a 3 Si CHURCH OWC, LLC Onsite Wastewater Consultants August 27, 2007 Marty Finkelstein 1649 Emma Road Basalt, Colorado 81611 Subject: Installation Observations 1649 Emma Road Basalt, Colorado Job No. 13005W Eagle County ISDS # IS-2056-00 Mr. Finkelstein, This letter presents a summary of the installation observations of the Onsite Wastewater System (OWS) at the subject site. The Installation Observations were performed on August 23, 2007.The installation was based the design dated September 2e 2007 under Job No. 13005W. On August 23rd, 2007 the installation of the OWS was observed and was found to have been generally installed per the September 26, 2007 design. Observations included: 1) the one -bedroom guest house above the garage was never built, but the 4 inch PVC pipe between the garage and hose was installed as per design, 2) The 1500-gallon tank with sanitary tee and effluent filter at the outlet was installed and 3) the drainfield trenches could not be observed as the construction was finished several year ago. There was a monitoring port installed per the design. Upon inspection of the field area there was no evidence of ponding or breakout. The components of the OWS appeared to be installed in general conformance with our plans and specifications, with the differences noted. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are questions or if we can be of further service, please call. Best regards, CHURCH Onsite Wastewater Consultants, LLC Brian Edwards ROWP Edi Copy to Eagle County Health Department, P.O. BOX 179, Eagle, 9590 West 14th Avenue Ste. 100, Lakewood, CO 80215 Voice 720-898-3434 FAX: 720-898-3455 July 31, 2007 Martin Finkelstein 1649 Emma Road Basalt, CO 81621 Dear Mr. Finkelstein, After a review of our files, we found a septic system permit issued in 2000 for your property. Our records indicate that the building permit was withdrawn in 2002, and the proposed septic system was never installed. This letter is to inform you that your permit # IS-2056-00 has expired; however, the Environmental Health Department will keep your file in our records for reference if you decide to alter or replace your system in the future. As you already have a septic system on your property that was most likely installed with the building in 1973, we would like to remind you how important regular maintenance is in ensuring that your system does not fail. Well maintained Individual Sewage Disposal Systems generally have a life of 15 to 20 years. It is important to pump your tank every 3 to 5 years and have it inspected every 2 years to make sure it is functioning properly and that both the tank and leach field are not clogged. Enclosed is a brochure about caring for your septic system. If you have any questions, please do not hesitate to call (970) 328-8755. Sincerely, Catherine Dann Cc: ISDS file # 2056-00 August 7, 2007 RE: Incomplete ISDS files. Dear Church OWC, A review of our files indicates that the following Individual Sewage Disposal System (ISDS) designed by your engineering firm requires final engineer approval in order to be closed out. As. we are trying to tie up loose ends, a copy of the final inspection report and as -built information would be greatly appreciated. ISDS # Owner Property location Project # IS-2056-00 Martin Finkelstein 1649 Emma Road, Basalt 13005W If you have any questions, please feel free to contact us at (970) 328-8755. Thank you for your help. Sincerely, Catherine Dann 2056-00 Parcel#2465-123-03-001 JOB NAM.R_ Lot 1 Willaby, Thomas & Philip FINKELSTEIN JOB NO, i 3 455 LV%sM 11VN BILL TO DATE STA TED DATE COMPLETED d7z.�J' DATE BILLED 1 off% U —SSvL2 v Gvt -�w� �. c �.f le -�✓ � � �� �n Sa rya, � �r � � �- /`� � Olr- � � ,� v'-� j'O G�� � Cc, G � Iti ✓! GM1• �- .-Ou. s.-GY, t./Lv q � � o`-, GI. l �, �_4� / � / lly, / L VL GLGG�IYIx"am /�%l h (� IS,647 C� JOB. COST SUMMARY rk? /122�24 'L �0 nt sl6k, , ' t r TOTAL SELLING PRICE Gink 6vv-" ,h : um e��nclv, s r2 TOTAL MATERIAL Mlk/ �'`� I DYGYIII�' %e l�l� SIL'Cl� f �llu f TOTAL LABOR l (ru{ SU�� �kl5:ir �" �c S (nj INSURANCE 11, S', L{Q0t. SALES TAX 'L� v/ '(!/ll�S�EC/� ` SGI �� �� �' Sj MISC. COSTS Th4 iL�aA 4�( 1L�y�2Cic — �5uv 1&�- -rL k.I�1 d-, Ov�e-- TOTAL JOB COST " n,�,/G a, , e c- GROSS PROFIT L�h V� LESS OVERHEAD COSTS % OF SELLING PRICE /D — e6 ...1- .44. NET PROFIT duo IVWGR rroaucl C/tl tV"A- rvLvj1vvicer vtsr -lk VuL- T1 Lj wf tx v FOLDER 1'��t�e�si-� �' Printed in USA wC' j Recycled Content 10% Post•Consumer i