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Home My WebLink About967 Buck Point Dr - 218927201005INDIVIDUAL 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. 1808-98 BP NO. 12155 OWNER: MIC14AEL GASSMAN PHONE: 970-925-2695 MAILING ADDRESS: 526 PARK CIRCLE, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 967 BUCK POINT DRIVE, CARBONDALE, CO (MAIN HOUSE) TAX PARCEL NO. 2189-272-01-005 LICENSED INSTALLER: DOOGER DIGGING, INC. LICENSE NO. 52-99 PHONE: 970-927-3967 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE. 1000 GALLON SEPTIC TANK 844 SQUARE FEET OF ABSORPTION AREA VIA 28 INFILTRATORS. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS AT THE END OF EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS. DO NOT INSTALL IN WET WEATHER. MAINTAIN ALL SETBACKS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE SYSTEM OR WITH ANY QUESTIONS REGARDING INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: DATE: JUNE 30, 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 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: 844 SQUARE FEET (VIA 28 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTICTANK: 1000GALLONS IS LOCATED JUDEGRFES AND 11 FEET FROM THE CT.F.ANOTTT COMMENTS: FINAL INSPF.CTTON DONF. RY HFATHFR SAVALOX ON OCTOBER 20, 1999. 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 _____ c� dl�' �� C�(jk DATE: OCTOBER 21, 1999 (Site Plan MUST be attached) ISDS 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) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: - MAILING ADDRESS:. APPLICANT/CONTACT PERSON: MAILING ADDRESS: LICENSED ISDS CONTRACTOR COMPANY/DBA: ADDRESS: PHONE: -070 )'I2,5 ' 169 r ) le- ZI PHONE: (272 ) GIBS- 2r�� 1--_ 2- PHONE: ( ) PERMIT APPLICATION IS FOR: (V) New Installation ( ) Alteration ( ) Repair ************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) 6-ouL -rE�� C. Y Legal Description: Subdivision: l2,t�NG�1Filing:/Block: Lot No.191 Tax Parcel Number: CJ -_� - - ® (7 Lot Size:35:77 5 C.. Street Address • q(,,7 130r ViQJ - t)8,1V.E CAee!�3aUDa rp T BUILDINys TYPE: (Check applicable category) ( ) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OVWATER SUPPLY: (Check applicable category) ()/) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number Number Type _ of Bedrooms_ of Bedrooms *These systems,reS(UiTe design by a Registered Professional Engineer SIGNATURE: I � �� Date: -_12-0 rj,�j TO BE COMPLETED Y THE COUNTY AMOUNT PAID: / �RECEIPT #:� Sq CHECK #:fit DATE: CASHIER: „-Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # look Building Permit # 12-155 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) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER” PROPERTY OWNER: MICNAF_,-- QA-5-511A V - MAILING ADDRESS: 52(p 13.45A�_ZCry PHONE: 925 . 2(125 A -PI ICA%?T/rC0NTACT PFRSnT7: Mlowa __. PHONE: c2.5 . 2�015 LICENSED SYSTEMS CONTRACTOR: DOOGEE,�1 G1IN41 14ZI- PHONE: COMPANY/DBA: JUCX�C� iSIGC�i�iC�.. ADDRESS: 0.321�3 l3L4GK l PLIL ✓5OA40ALE �Inl�� PERMIT APPLICATION IS FOR: (Y) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: J-07- 16 ' CovLrEK CEEEK )2y4NGHES Tax Parcel Number: Lot Size: Physical Address: 6�' 7 1'xjc-KFQ:91Nf ' SO -A CAP,0"C f ALE1, Co BUILDING TYPE: (Check applicable category) (V) Residential/Single Family ' MAIn/:.4005� Number of Bedrooms �3— ( ) Residential /Multi -Family* Number of Bedrooms Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require desig y a Registered Professional Engineer SIGNATURE: L' Date 71g01 AMOUNT PAID: RECEIPT #: DATE: CHECK #: CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-9797 Email: eccmdeva@vail.net http: //www.eagle-county.com October 21, 1999 Michael Gassman 526 Park Circle Basalt, CO 81621 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1808-98, Tax Parcel #2189-272-01-005. Property location: 967 Buck Point Drive, Carbondale, CO. Dear Mr. Gassman: 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 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: June 30, 1999 TO: Dooger Digging, 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 Permits #1808-98 and #1890-99, Tax Parcel #2189-272-01-005. Property Location: 967 Buck Point Drive, Carbondale, CO, Gassman residence and studio. Enclosed are your ISDS Permits #1808-98 and #1890-99. These are valid for 120 days. The enclosed copies of the permits must be posted at both installation sites. Any changes in plans or specifications invalidates the permits 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 permits. 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 inspections. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. These permits do 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 permits #1808-98 and #1890-99; ISDS Final Inspection Completeness Form Received Nov-24-98 11:00am from CCITT G3 4 ENVIRONMENTAL HEALTH page 2 NOU-24-1999 10:15 SOPRIS ENGINEERING p.02 November 12,1998 lbiichael Gassman Michael Gassman Architects PO Box 740- Aspen CO 81611 RE, Michael Gassman. property iSDS Revised SE lob No. 98093.01 Dear Michael: Eids1JUg Site Cgadi 'oa The subject site is located at 967 Buck. point Drive on Lot 18, Colter Creek Ranches in Eagle County. The maim house will have three bedrooms and a detached garage with a studio for a total living area of 2,918 square feet. The lot is approximately 35.78 acres in size. Water is supplied by a well on the property about 110 feet west of the southeast property cc-nttiµ =rl.: pr;rox:m.ately 1,375 feet away from the studio. The existing ground surface near the area for the proposed septic system slopes to the southeast at a 19.0 % grade. Attached herewith are the results of the subsurface investigation and percolation tests conducted by Hepworth-Pawlak Geotechnical, Inc. dated September 3 and 18, 1041S• The subsoil encountered at the site consists of about two (2') feet of topsoil above dark gray to reddish -brown sandy clay with scattered cobbles to a depth of ten (10") feet. The water table was encountered at ten feet deep in the profile pit. Three test holes were used with varying absorptionn, rates for each of the test holes with the fastest measured rate of 30 minutes per inch, yet the slowest measured at.120 minutes per inch. Due to the :wide variation in absorption rates, more percolation tests were done on September 18, The results of the latest percolation test indicated the subsurface sails are inconsistent in absorption of wastewater, Eagle County Regulations will not accept absorption. rates longer than 60 minutes per inch for design of conventional leach field systems. As an alternative solution, an absorption system is recommended, but the field is s' ei d by using the a pation for a Evapotranspiration System f ET System). The system is not a ET System in the aspect that it w_d1 not be lined. The system will act as an absorption system. Proposed residence is a 3 bedroom house with a detached stadia. The design flow is calculated as follows: Residence unit - 3 bedrooms @ 2 person ibedroom - 6 person Studio unit - separate unit @ 3.5 person /unit - 3.5 person Total # of occupants - 9.5 person From, the Eagle County I. S. D, S. Regulation; Max. design flow (Q) = # of people x 1.5(avg, flow)gal/persou/day. 502 Main Street • Suite A3 • Carbondale, CO 81623 (970) 704-0311 Fax (970) 704-0313 Septic ENGINEERING* LLO civli consultants Received Nov-24-98 1i:00am NOV-24-1898 10:1E from CCITT G3 4 ENVIRONMENTAL HEALTH page 3 80PRIa ENGINEERING P.03 Page 2 Gassman.Property SE Job No. 98093.01 Gallons per day i'or clta subjec-c .aouse J a gal/persoll/4 y Q = 9.5*75* 1.5 -1070 SUa, day Main House Q = 6*75*1.5 -67$ Voiumc (V) of tat3k = Design Flow * 1.25 (30 hour retention time) V - 675 gal/day * 1.25, = 843 Use one 1000 gallon septic tank Studio Unit Q - 3.5*75*1.5 =394 V = 394 galiday * 1.25 =492 Use one 750 gallon septic tank Attached with this report are the percolation test resents from Hepworth - Pawlak Geotechnical, Inc. dated September 3. 1998 and September 18, 1998. The results of these tests indicated the sail conditions needed longer than 50 minutes absorption time which Eagle County regulations require a Engineered designed system. Si),11 A blar 2ti n Sylt-em Design: Based upon the absorption rates, we have used the Evapotranspiration Disposal System equation to size the absorption Meld. A (SF) * 7 : w1-,,. re ' A - Area; Q - Flow (gal/day) 32" fyr. : lake evaporation rate in Eagle County This design will give a recommended miriium Absorption area., A - (1070 * IS') )132 = 7925 sQ, JFL Use: Minimum 36' x 220, absorption bed. General aces: 1) All materials and installation practices shall conform to the Eagle County Individual Sewage Disposal Regulation. 2) All sewer lines in the system'shail be Schedule 40 or SDR-35 PVC unless specified otherwise on the ptuts. Received Nov-24-98 11:00am NOV-24-199 iO::ig s. from CCITT G3 ENVIRONMENTAL HEALTH page 4 SOPRIS ENGINEERING P.04 MA -A Page 3 Gassman Properly SE Job No. 98093.01 3) 'The contractor shall ensure that the ,oncrste septic tank and sewer lines are completely watertight. 4) The bed area must be protected to prevent damage from vehicular or livestock traffic and must be crowned to divert drainage runoff away from the bed. 3) The contractor shall not excavate to a depth greater than six feet (6') at any one location within the site of the proposed bed. 5) he send material utilized in the bed shall have an affective size between 0.25 mm and 1.00 min. The uniformity coefficient shall be 4.0 or less. 7) Add two-way cleanouts on each service line from the house and studio. 8) The- bed area must be protected from irrigation and surface drainage diverted away from infiltrating into the field. 9) Livestock should not be confined in the field area. Our design and recomfnendations are based upon data supplied to us by others. If subsurface or site conditions are, found to be different from those decided in this report, we should be notified to evaluate the effect it may have on the proposed ISDS. If the County Environmental Health Department requests changes or modifications to this design, we should be contacted to evaluate the effect on the ISDS. If you have any question or need any additional informatiotl, please call. Sincerely, SOPRIS EIS OWEERtNG, LLC Project Engineer TOTAL P.04 HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 81601 September 3, 1998 I'ax 970 945-8454 Phone 970 945-7988 Michael Gassman Architect Attn: Michael Gassman P.O. Box 740 Aspen, Colorado 81621 Job No. 198 565 Subject : Percolation Test Results, 967 Buck Point Drive, Lot 18, Colter Creek Ranch, Garfield County, Colorado Dear Mr. Gassman: As requested, percolation testing was conducted at the subject site on August 19, 1998 for design of an infiltration septic disposal system. The work was performed in accordance with our agreement for professional services with you dated August 14, 1998. One profile pit and three percolation holes had been dug prior to our arrival at the approximate locations shown on Fig. 1. The test holes which were about 6 inch in diameter were soaked with water one day prior to testing. The soils exposed in the percolation holes appear similar to those exposed in the Profile Pit, shown on Fig. 2, and consist of dark gray sandy clay. The percolation test results are presented in Table I. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. An average rate of 60 minutes per inch appears suitable for design. We recommend the infiltration area be oversized due to the relatively slow percolation rate. If you have any questions or if we can be of further assistance, please call our office. Sincerely, HEPWORTH-PAWLAK GEO AL, INC. Steven L. Pawlak, P.E. 15222 SLP/ksm �° F°s • y � .O 31 OF C4uQ�P attachment Liu - cc: Sopris Engineering - Attn: Yancy Nichol APPROXIMATE SCALE 1"=100' o� JG�e / DRIVEWAY / — 82BO PROPERTY / BOUNDARY SETBACKS / 82� 0 STUDIO PROPOSED / PARKING PROPOSED ' RESIDENCE / p 6 ' P2 P1� / 0 0 PROPOSED SEPTIC AP 3 DISPOSAL AREA I ■■■'''"'PROFILE o ' PIT / N 1 LOT 18 00 198 565 HEPWORTH — PAWLAK LOCATION OF PERCOLATION HOLES Fig. 1 GEOTECHNICAL, INC. PIT 1 ELEV. = 8270' 0 a� aD U_ I 5 t Q V.0 e.• 10 LEGEND: TOPSOIL; organic sandy clay, dark brown. CLAY (CL); sandy, stiff, moist, dark grey, organics. CLAY (CL); with gravel and cobbles, stiff, moist to wet, red —brown. e.= Disturbed bulk sample. _J Free water level in pit at the time of observation. 0 d a� U_ 5 L d d 10 NOTES: 1. The exploratory pit was observed on August 18, 1998 and had been dug with a backhoe. 2. Location of the exploratory pit was measured approximately by pacing from features shown on the site plan provided. 3. Elevation of the exploratory pit was obtained by interpolation between contours on the site plan provided. The log of exploratory pit is drawn to depth. 4. The exploratory pit location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit log represent the approximate boundaries between material types and transitions may be gradual. 6. Water level shown on the log was made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 198 565 1 H E WOECH N I CA AWLAK I LOG OF PROFILE PIT I Fig. 2 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PFRCOLATInN TFST RFSI II TS InR Nn 1 Q5Z tirr. HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 30 15 15 13 3/4 1 1/4 120 13 3/4 13 Yz 1/4 13 '/z 13 '/z 0 13 '/z 13 1/4 1/4 13 1/4 13 1/4 0 13 1/4 13 114 13 13 0 P-2 33 15 14 '/z 12 3/4 1 3/4 30 12 314 11 % 1 1/4 11 '% 10 1 /4 11/4 10 1/4 9 1/4 1 9 1/4 8 % 3/4 8 '/z 8 %z 8 7 '/2 %: P-3 36 15 14 '/z 13 60 13 12 1/4 3/4 12 1 /4 11 3/4 '% 11 3/4 11 3/4 11 10 '/z '/z 10 % 10 1/4 114 1-101/4 10 1/4 NOTE: Percolation holes had been hand dug with an auger prior to our soaking them on August 18, 1998. Percolation tests were run on August 19, 1998. There was about 3 to 4 inches of water in P-1 from the previous day soaking at the time of the test. ncNwUT LrlydWldK UCULeCri itL-J(V—J4J-04J4 pep LJ jz5 14:�)4 NO.U11 F.U1 APPROXIMATE SCAI..(- 1 " _ 100, PROPERTY BOUNDARY ago 0 rn N 00 Post -It* Fax (Vote 7671 Dew T �;��► � To From CaJDept. Co. (hone N Phone N Fax B r� { _ 0 r`ax w OJu� SFTBACKS f C STUDIO / PROPOSED LARKING PROPOSED p7 RESIDENCE P2 P1 PWPRQFILE A PROPOSED - PTIC P3 DISPOSAL PIT / LOT 18 l l Qj31p ,L90 DRIVEWAY BOO 5770 ry�o 198 565 HEPWORTH PAWLAK I.00;ATION Of PERCOLATION HOLES Fig. 1 GL6,rECHNICAL, INC. HepworthNawlak Ueotech 1EL:1J(U—'J45-254t)4 Sep 1J yts . . 1- HEPWORTH-PAWLAK GEOTECHNICAL, INC. 14:55 No.UIZ r.U1 TABLE i PERCOLATION TEST RESULTS JOB NO. 198 565 HOLE NO. I P-4 HOLE DEPTH (INCHES) 48 LENGTH OF INTERVAL (MIN) 30 WATER DEPTH AT START OF INTERVAL (INCHES) 9 WATER DEPTH AT END OF INTERVAL (INCHES) 8 'A DROP IN WATER LEVEL (INCHES} % AVERAGE PERCOLATION RATE (MINANCH) 8 '!• 8 '/• e 7 r/b P-5 P-6 44 50 30 30 10 7 '/+ 2 '/• 37 69 7 %4 6 1/4 1 6 'A B 5 % 6 % % 6 '/_ P-7 49 30 9 8 '/4 % 160 8 '/4 8 '!• B 7 % Note: Percolation holes were dug in bottom of backhoe pits and soaked on September 17, 1998. Percolation tests were performed on September 18. Percolation rates are based on the last two readings. The percolation holes were based In red -brown clay like that described In our previous report dated September 3, 1998. ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH OWNER: -PHSYSICAL ADDRESS: LEGAL DESCRIPTION: GO If MAILING ADDRESS: .r TYPE OF DWELLING: NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES--' NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE Lem mmmum ff#Mm, moo, mmommmmmmm mommmm mm TIME TO DROP LAST INCH: 0►h.t,rl'ERC RATE:L�� MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: lock":::) ENVIRONMENTAL HEALTH SPECIALIST DATE clds�r� 3 w,r (� -- 59 3 7(.,S . rc5.5 _ 11 ISDS Permit # lm66 it Date /Q %7 TGng Final Inspection Completeness Form Tank is W 0 gal. Tank Material '6 �rlof]1�Y4 y ✓ Tank is located ft . and f 3V ` degrees from ��A41 . (permanent landmark) Tank is located ft. and degrees from (permanent landmark) V1 Tank set level. ��Tank lids within 8" of finished grade. ✓ Size of field ft2 2� units lineal ft. Technology rVi�A k-,' Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. V Inlet and outlet is sealed with tar to , rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. _ V Measure distance and relative direction to field. 3 ✓/5 ✓ Depth of field 2"3 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.) V Type of pipe used for building sewer line ��,leach field Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 9N/7.4/) M�L� �� ,��7E0 R�i�FlNc1i C3lIUl�-lENE ae _i/I-�� eP a l Ord-1U-7.'i'j°j utq; v.b P.01 � s /Of TOTAL P.01 Received Oct-30-98 12:55pm from CCITT G3 4 ENVIRONMENTAL HEALTH page 1 OCT-30-1998 10:42 P.01 lbws-25 COLORADO DIVISION OF WATER RESOURCES O' R' mP 818 Cantenniel 81dg., 1313 Sherman St„ Denver, Colorado =03 I i30S188ti-388t � 1095 • � Y WELL PERMIT Nl1M8ER213114 . APPLICANT DIV. ,5 CNTY. 19 WD 38 DES. BASIN - IVID i t ? Lot: 18 glock: Filing: Subdiv: COULTER CREEK RANCHES APPROVED WELL LOCATION EAGLE COUNTY MICHAEL GASSMAN $26 PARK CIRCLE BASA(,T, CO 81621 (970)927-4364 PERMIT TO CONSTRUCT A WELL NW 1/4 NW 1/4 Section 27 Twp 6 S Rng 87 W 6th P.M. DISTANCES FROM SECTION LINES 1260 Ft, from NORTH Section Line 1000 Ft. from • WEST Section -line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF i P-EBOVA 1) This well shall be used in such a way as to cause no material injury to existing water rights, The Issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Mules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(ll)(A) as the only well on a tract of land of 35 acres described as Lot 18, Coulter Creek Ranches division of land, Eagle County. 4) The use of ground water from this well is limited to firs protection, ordinary household purposes Inside 3 single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 8PM. 8) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative, type where the water is returned to the some stream system in which the well is located. 7) This. -well ,shelf- be constructed not more than 200 feet from the location specified on this •permit. 81 Monitoring hole notice MH-34182, was acknowledged for construction of a monitoring and observation hole for this applicant, In this Y4, A, on 08/11 /98. Additionally, monitoring hole notice MH-34183, was acknowledged for construction of a monitoring and observation hole for this applicant, in the NE 1/4, NE V4, Sec. 28, Twp S South, Rng 87 West, 6th P.M., on 08/11/98. &77-L NOTE: Expired permit Nos. 158312 & 170973, was previously issued for this lot. 1"r� Parcel Identification Number (PIN): 19-2189-272.01.005 Assessor Tax Schedule Number: 32982 APPROVED DMW 'Receipt No, Post -it° Fax Note 7671 T4 !� CoJD t. Co. MUMS iF Phone flax 0 P Rex DATE iSSUEDOC ( 22 liv EXPIRATION DA TOTAL P,01 1 CID 1 �' �z p z ' is \ \ a U) BD -4o N� l \ yW Z a W o \ p \ mg b w _ Z/ 1 \ \ i \ i \ i 1 \ 1 1 r \ A Mmmzoy� rZ noi=�i az� $D s �m Amm �iom zmm SDam rnm +gym �F bz,r ma v co_ DMm ��m nmm -om 3'M n « for ut r mnC y Z DD< �G <SD :DO m �a Z Q wf_Zn x�o Rim mx0 C�70 zm� -SI�D ��29 _ F �o DOS c�om � Z. m D a :-I, zz z n Do< Xzn oD ,zm a8 mA >amN C: _ p DAz D n z v z r� do cm Da co i NN mm-m ZmQ Zimxima 00� 0- 0:U {7��tn rEz m� nDA Dam nnA �"UA 3i*�ir Y= 'Uj0 <Oa Dz �o zr`%o 3 � `EnnF zor� �z� zc Q 0 0 o m p h m{ y O m N O Mn Q A m a a 22, to A D'm �c3; yz -°�3; W om oal rrOo Op Tl dv �y2 yg yo m_ DSz = zz> mo �a z �"'�-1 mW Atn O�m.i Z g0 oc2 O_ maz �� mn -+iW m� Nm o m ?a or yo pc O� �m zm s<-M �= r S m ��7 = q r� m rti m m Tym m i mmm _@0 �. D Omo Z / o m r= 1 �g afn0 Z ay mg o 2 �0�1 �''.J r[� y C<M r tl C� (�-6 ai rmD 4 nAr i A9 zyr ZO C p mz i!1 v mmz qa 6d L. 01 •3 x mom O w w zm N Cb b 0 N 4 1808-98 Tax #2189-272-01-005 JOB NAME Lot #18 GASSMAN Coulter Creek Ranches 967 Buck Point Dr. JOB NO. Ap JAR 1 nCATIAN BILL TO DATE STA TED Z�4 f Y/ I DATE COMPLETED DATE BILLED ./,7 1 73-Z2O C 4J� // L/ l � �-& r vji1jjq,y jCL& AZt� JOB COST SUMMARY o C. l . t TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR J% S�� r� 3 S 7� Z -NG< -�� /I t�ll�'G� �OY1 G� G� INSURANCE Lf Lf , MA S.00 SALES TAX u 0, ti 1 006 j,,3 GL- 7S D M ISC. COSTS �� (o S S s Ze a i S r naq Glow jG 5 TOTAL JOB COST �L? {;� } CROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 LCZ2dl F7 L-Z�,C 4 i o��ol�i y JOB FOLDER fl nk- 18ad -9y lts /o%/y9 Printed in U.S.A. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970)V328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1890-99 BP NO. OWNER: MICHAEL GASSMAN PHONE: 970-925-2695 MAILING ADDRESS: 526 PARK CIRCLE, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 967 BUCK POINT DRIVE, CARBONDALE, CO TAX PARCEL NO. 2189-272-01-005 LICENSED INSTALLER: DOOGER DIGGING, INC. LICENSE NO. 52-99 PHONE: 970-963-3967 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK 375 SQUARE FEET OF ABSORPTIONAREA VIA 13.INFILTRATORS. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE STUDIO AND INSPECTION PORTALS AT THE END OF EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS DO NOT INSTALL IN WET WEATHER. MAINTAIN ALL SETBACKS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE SYSTEM OR WITH ANY QUESTIONS REGARDING INSTALLATION BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL ENVIRONMENTAL HEALTH APPROVAL: DATE:JUNE 30, 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 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: 403 SQUAREFEET(VIA • Fn-j6._TNFTT.TRATl1R HNTTS) INSTALLED CONCRF.TF SFPTTCTANK: 100 GALLONS IS LOCATED jQQ DEGREES AND 49 FEET FROM THE C;T,FAN(ITTT COMMENTS: THF. SFPTTC TANK TNSTAT T ATTON WAS TNSPFC'TFT) BY HFATTTFR SAIIAT nX ON 1 n i9n/49 THE LEACH FIELD WAS INSPECTED BY RAYMOND MERRY ON 10/ 8/99 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO VAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: OCTOBER 29, 1999 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # Building Permit # J2f5.5 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE.-- EAGLE COUNTY_ P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (E1 Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS : Jr" � p�2K ��IK'G( 1i` 5AL� CD 2LL2�I PHONE �25 2��5 APPLICAivT/COiNT AC�1� T PERSON: M1GL- �A-55MI9n( — PHONE: �I2S !2-&�75 LICENSED SYSTEMS CONTRACTOR: Z)OOGiEP I C41AII'41ULl PHONE: q(13_159 7._ COMPANY/DBA: PnIj-�� C>1GG(�(� �j111CL— ADDRESS : 03(03 3L9GK 1' E, R 7/11L if(�3UND/iL Ik PERMIT APPLICATION IS FOR: (V) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: I-OFI Tax Parcel Number: 2,69217 Lot Size:Ac�. Physical Address: %7 ,3ua< P0MV_FJ�,)y410 BUILDIN TYPE: (Check applicable category) (V ) Residential/Single Family • g4e4 lE/51UD10 UN17-Number of Bedrooms f ( ) Residential/D4ulti-Family / Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF/ WATER SUPPLY: (Check applicable category). ( V ) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require des y a Registered Professional Engineer SIGNATURE: Date: •- AMOUNT PAID: 36V �r RECEIPT #: Ja DATE: CO 3d / CHECK # : !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 October 28, 1999 Michael Gassman 526 Park Circle Basalt, CO 81621 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1890-99, Tax Parcel #2189-272-01-005. Property location: 967 Buck Point Drive, Carbondale, CO 81623. Dear Mr. Gassman: 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, jW"wr Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files 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: June 30, 1999 TO: Dooger Digging, Inc. FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permits #1808-98 and #1890-99, Tax Parcel #2189-272-01-005. Property Location: 967 Buck Point Drive, Carbondale, CO, Gassman residence and studio. Enclosed are your ISDS Permits #1808-98 and #1890-99. These are valid for 120 days. The enclosed copies of the permits must be posted at both installation sites. Any changes in plans or specifications invalidates the permits 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 permits. ' 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 inspections. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. These permits do 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 permits #1808-98 and #1890-99; ISDS Final Inspection Completeness Form ISDS PERMIT # /& O -V PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH In, &a 6�S5 -PHSYSICAL ADDRESS: ffbi�woacl �'aIr LEGAL DESCRIPTION: Ct1F 7 tvhauo MAILING ADDRESS: Tu, 5T7 r Q�Ta TYPE OF DWELLING: S G4b NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YESNO G /Z q - V)P4 r ,4.. dv 14'e" k'64 SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE m 33%1 z- 3% 1/1 1 a 6 zo 2 57/8 3 "�6 - 3,333 — 3' Yv b '%r 57/� '�� 51� I q 2D 4' 3 — — a� — — �i ' 3�8 b ��v � ►l ►iq leg y-b � �U 6� 1 40 lfd 81 3141I1r,, Ua `(b 7 Lf® I Yo -- 10' TIME TO DROP LAST INCW 0 PERC RATE: vefo("k ;-1, MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:7M COMMENTS: myl.41af" -7S_6 ct. ENVIRONMENTAL HEALTH SPECIALIST DATE ISDS Permit # d - � Date ISDS Final Inspection Q=leteness Form Tank is 1.000 gal. Tank Material Tank is located � ft. and LO degrees from ! A" (permanent landmark) Tank is located ft. and degrees from (permanent landmark) 1,/ Tank set level.y Tank lids within 8" of finished grade. Size of field 4_3 f 2 13units lineal ft. Technology j F-0 W6 Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: Inlet.and outlet is sealed with tar, -,tape.. rubber gasket etc ✓ Tunk;has_two compartments with the .,arger....,cp partment closest to house. �- Measure, distance and relative direr-tion to. -fie-1 Depth of field 3"1 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.) ---off Type of pipe used for building sewer line -�l%�-?� leach field54ej-s� other G�i2c�le �ihG D;/� GJfii G�,/'dL.riivvcwiJ i yJ/!l1 `C�i�� GG(t� /�, Inspection meets reolirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 EAGLE -COUNTY ENV. HEALTH P.O. BOX 179 EAGLE, CO 81631 SHEET NO. CALCULATED BY CHECKED BY_ OF_ DATE DATE 1890-99 Tax #2189-272-01-005 Lot #18 GASSMAN JOB NAME Coulter Creek Ranches -. - 0-..a1._ /a OL:7 7D..-1- 1)..4...r Tlv JOB NO. JOB LOCATION BILL TO ---j_DATE DATE STARTED COMPLETED DATE BILLED 13 Lb 7! C c-<< � GrI� �I l��— ��1� GG- � �� C-� � ••."L��t , t i �G;, E C� Gi fS oL� l$' f<1 /oao� f h S 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 1Sga- qq Printed In U.S.A. 110 /18 6 " �,j lv,�k 7 / D �) t! `('D 3" �� v� f,D°el 4 1 S1 ��Q36s, a7Oi��` C II j •�..rFj-!�r�� .1/0'�, I1 oft'