No preview available
HomeMy WebLinkAbout1476 Lake Creek Rd - 210507402002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 AP YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. /Ds- fl 1579 OWNER: Thomas Duncan PHONE: (970) 476-1701 MAILING ADDRESS: P.O. BOX 3301 City: Vail State: CO ZIP: 81658 APPLICANT: David B Duncan PHONE: (303) 777-6801 SYSTEM LOCATION: 1476 Lake Creek Rd.. Edwards TAX PARCEL NUMBER: 2105-074-02-002 Spiegel Construction, Chris Spiegel 39-96 5-30-96 LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEER OF SYSTEM: Inter -Mountain Engineering Richard Ricks INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1010 SQUARE FEET OF TRENCH BOTTOM. via 28 infiltrators as per design SPECIAL REQUIREMENTS: Install as per engineer's design dated 4-25-96. Engineer certification needed for final inspection. ENVIRONMENTAL HEALTH APPROVAL: 4Z A�!��&ZeJq: DATE: Ma 6 1996 3� 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 CAUSE FOR 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: 1010 SQUARE FEET. INSTALLED SEPTIC TANK: 2000 GALLON DEGREES FEETFROM see engineer site plan SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES _ NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: X_ YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Engineer final inspection letter from James Gabrie f Intermountain Engineering received October 1 1 00 tan instea O a g tan ENVIRONMENTAL HEALTH APPROVA DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# (Site Plan MUST be attached) ISDS Permit # 15` 6 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$50.00 PERCOLATION TEST FEE $200.00 * MAKE 'ALL REMITTANCE PAYABLE TO:' "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT MAILING ADDRESS: PHONE : -9-a ) L71-%7L✓/ 0-Li) Z Z - ,: �, ,� LENSED ISDS _CON RAC12b fir` S C HONE: q c / COMPANY/ DBA: art ADDRESS: / 67C!) I yl S G7z- PERMIT APPLICATION IS FOR: () New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # ( if known) Legal Description: Subdivision %14 2 6%41wv%t Filing:_B-�eek:`i%o/LC�1 No.-2/ Tax Parcel Number: L �� -�- Cl 2 - 4 .O Lot Size: C� Street Address: / V 7bl C..�� fc /2 p�,� ,,� .4 BUILDING TYPE: (Check applicable category) (t4 Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (p() Public Name of Supplier: ("A,p Number Number Type _ of Bedrooms of Bedrooms fi+J,. VQ,'t-. / 5 *These systems re. re esign by a Registered Professional Engineer f SIGNATURE: Date: *********************************************************** ************** TO BE COMPLETED BY THE COUNTY AMOUNT PAID: RECEIPT DATE: k4-ZAIC,tie CHECK #: ©Ott CASHIER: A- Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO October 17, 1996 Thomas Duncan P.O. Box 3301 Vail, CO 81658 RE: Final of ISDS Permit No. 1579-96, Tax Parcel #2105-074-02-002. Property location: 1476 Lake Creek Rd., Edwards, CO Dear Mr. Duncan, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 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 328-8755. Sincerely, Laura Fawcett Environmental Health Division Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 Fax:(970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: May 30, 1996 TO: Spiegel Construction FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8163 1-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1579-96. Property Location: 1476 Lake Creek Rd., Edwards, CO., Duncan residence. Enclosed is your ISDS Permit No. 1579-96. 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, Richard Ricks U;Jf UJf l070 1J. Ji JCJ37477JJ7 lint PAGE al 0 InterMoa tafln MEngineertngU& May 3, 1998 Post -it* Fax Note 7671 Dale ��-� Ages A f ;1 Mr. Tom Duncan Post Office Box 3301 Vail, Colorado 81658 RE: Percolation Test Results Lot 2, Lake Creek Road Eagle County, Colorado Project No. 95-0534G Dear Mr. Duncan: Laura Fawcett bf Eagle County Environmental Health office has requested the percolation data and test pit information. This letter is to provide them with the requested Information. The percolation tests were performed on September 24, 1995 near the proposed location of the leach field, on the northern portion of lot. Three 6-inch diameter percolation test holes were hand dud to depths ranging from 2.5 to 3 feet. The approximate locations of the percolation test holes is illustrated on Drawing No. 1. The test hales were filled with water and the subsurface soils were allowed to saturate for 24 hrs prior to conducting the tests- The water levels were measured at cbrtstant time intervals and percolation rates were calculated for each interval, Refer to Appendix for percolation test data. Percolation test results are presented in the Appendix, the last column of the tables provides the water percolation rates for each time interval. The rates varied from 18 [minlinch] to 22 [minlinch]. Because of the soil profile, we recommend designing the leach field to 20 minutes per inch. Although the percolation test holes and profile holes were dug to obtain a reasonable accurate determination of the leach field conditions, variation in the subsurface conditions are alwSys possible, Variations that exist beneath the site of the absorption field could become evident during excavation for the leach field. A representative from our office should observe the completed excavation to confirm that the soils encountered are as indicated by the soil profile hole. A soil profile hole was dug oh September 11, 1995, 77 Metcalf Road, #201 * Sox 978 * Avon, Colorado 81620 • Phone_ 970-949-5072 • From Denver Direct: 893-1531 142ti Vance Strut 6 Lakewood, Colorado 80215 * Phone: 303.232-0158 Ul" ulDr 1 33o 1-3. 13�j 3C1J7477.Jj7 - 1Mt PAGE 02 Tom Duncan Percolation Test Results Page 2 The subsurface soils consist of 10 Inches of topsail which is underlain by reddish brown sandy and gravely COBBLES to a depth of 6 feet 7 inches. The approximate location of the soil test pit is illustrated on the attached figure. Should there be any questions regarding the information contained in this report, please feel free to oontect the undersigned. Richard 0. Ricks, E. Geotechnical Engin cc: Laura Fawcett Eagle County Environmental Health VJ7 VJ/ A JJU. L J. JIJ JUI)JYJJJJJ JJ-1" r'Hur- ua Percolation Teat Data Project 26.06UG LocaUo Lot 2, Township 5 Swth. R92W, S1ecttbn 7 Test Hair 6; eN Time Intanral IMin) mmummms 2M LtW2A JF4414 Pwhs4 on") Immm) 0 1 10, 7r11 WPAgrAddeo 15 20 •1 11f16 15 2 112 - 112 0 1 11 314 1+Vede A41Md 30 21 •1 IN 0 1 10 ame WM&Added 15 1 11 am$ - 314 15 2 1A .19ne 0 1 10 MWAdded 15 1 10 716 • 716 15 1 11 AY1d •14110 15 2 114 . She 0 1 10 Sma WaewAddm 15 1 11 -1a116 15 1 11 102 - 112 0aelgnPons.ROUfor New. m- 22(tA1rool NZ Time Imp.0ml [min) mummmud in KM. (F"q 01101010 pohae) P&M (MinAnj 0 2 9 SMO VOW Added 15 24 7K AIMS is 2 51Sfip -15f,0 a 23 ft Watw Added 30 25 54 .2 0 24 114 *law Add" 10 25 Its710 Is 2 3700 API b 23 WIG W*W A4%Ud 1S 2 4 " •1 id10 15 25 34 . IN 15 2 4 1,019 .11116 4 2 a 112 Waive' Added 1s 24 la .1 15 25 Slid -lame D"IfnPOV,Rldeter*6#2- 1spmmwhj 0 1 a 3116 Www Added . 15 1 10 SI4 t QmQ 15 1 11 710 0 1 v v2 4Weu AdOod 30 1 1113me -2 AIM$ 0 1 0 WS Added 15 1 10 'J!9 •1 15 1 it Sms •19fiti o + 2 5116 Weaar A4044 15 1 10 5115 •1 , 15 1 11 1114) . - 314 15 1 11 ai4 -11116 0 1 a 54 We* Addend 15 1 10 " .1 15 1 11 7,46 .43md Design Pam Naas Apt tapes • Design Average Por"Imfta Alta -20 Efty 1 thctO Hole prdles (NTS) C► Topeois 1'tT' siay CLAY CLAY W wWos Or Topton 1'a}" SAY CLAY CLAY vd cuWes 2"7` UJf VJf 1 DDO 1J. DJ ou.JD4D7.3.77 lML HAUL b4 ......... ......�...� APPROXIMATE LOCATION OF TEST PITS PROPOSED RESIDENCE Lot 2, Lake Creek Roof Eo91e Court ty, Color vdo Propored for.- _ Torn Duncan i)RAWlJ ti1'_.. J V. �i�:..,,..-,...,..,.-, I�-�--_ j 4n� DATE; PROJECT NO.: 95-o5j4G, DRAWING NO.: 7 -- SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 2, TOWNSHIP-5 SOUTH, R82W, Section 7 EAGLE COUNTY, COLORADO PREPARED FOR:" TOIL! DUNCAN PROJECT NO. 95-0534G �R 1Nf OCTOBER 13, 1995,�� O R� 2 EXECUTIVE SUMMARY The project site consists of the construction of a single family residence on Lot 2, Section 7, Township 5 South, Range 82 West of the 6th Principal Meridian, Eagle County, Colorado. We understand that the proposed residence will consist of two story wood frame structure. The 4.438 acre site is located along Lake Creek Road. The site is currently being used as a horse pasture. Two test pits were performed to help determine the foundation design parameters. The site has a grass root mat of approximately 10 inches in thickness. The subsurface soils at the site consists of brown sandy GRAVEL and COBBLE material. The foundations at the site may be designed for a bearing pressure of 3000 psf for footings located in the brown sandy GRAVEL and COBBLE structure. Results. of field percolation tests performed in the area of the proposed septic field indicated percolation rates ranging from 12 to 15 minutes per inch. SCOPE This report presents the results of a Geotechnical investigation for the proposed residence to be constructed on Lot 21 Section 7, Township 5 South, Range 82 of the 6th Principal Meridian, Eagle County, Colorado. This investigation was performed by excavating test pits, obtaining soil samples for laboratory testing, and by presenting our findings in this report. The purpose of this foundation exploration was to evaluate the soils for foundation support and the engineering characteristics of the foundation materials, and to provide criteria from a geotechnical point of view, for use by owner in preparing the foundation designs and in preparing grading and drainage plans. 4 SITE LOCATION AND DESCRIPTION The site is an undeveloped lot located along- Lake Creek Road in Eagle County, Colorado. The site is an irregular shaped 4.438 acre lot. The site bounded on the north, south, and east by undeveloped lots, and the west by Lake Creek Road. The site is relatively flat and slopes toward the north at gradients estimated to range from approximately 1 to 2 percent. The site is currently being used as a horse pasture. The surface vegetation is sparse, consisting of a few trees. SITE INVESTIGATION The subsurface exploration included.a site reconnaissance by Inter -Mountain Engineering personnel and excavation of three test pits at selected locations and three shallow borings for percolation testing. Two of the test pits were excavated to determine foundation design parameters and one to determine soil profile for an on -site waste water treatment system. The test pit locations were established in the field by estimating right angles and taping distances from site features. The approximate locations of the test pits are illustrated on the Site Plan in the Appendix (refer to Drawing No. 1). The Appendix also contains Summaries of Test Pits presenting the information which. was obtained in the subsurface exploration, a key to the terms used in the Summary of Test Pits, and a brief description of the boring procedures used. The approximate location of the percolation test holes are also illustrated on the site plan. 6 should be used in all concrete that will be a contact with the soil. These maps also state that soils in this area may be subject to subsidence due to hydro -compaction in low density soils. The underlying bedrock is Eagle Valley Evaporite, which contains water soluble sulfates. The results of the solutioning process are sinkholes, solution cavities and general area subsidence. There are sinkholes and subsidence areas in the Avon area. There were no sinkholes observed at the site at the time of the investigation. PROPOSED CONSTRUCTION The project site consists of the development and construction of a single family residence on a 4.438 acre lot along Lake Creek Road. We understand that the planned development will include the construction of a two story wood frame residence. The residence is to be of wood frame construction with concrete slab on grade construction for the ground floor. Foundation wall loading is anticipated to range from 1 to 5 kips per linear foot, and isolated column loading are anticipated to range from approximately 5 to 25 kips. FOUNDATION RECOMMENDATIONS Based upon the results of field explorations and the laboratory testing, we recommend that conventional spread footing foundation system be used. The foundations may be designed for bearing pressure of 3000 psf for footing bearing on undisturbed 8 to a minimum of 95 percent of the maximum Standard Proctor Density (ASTM D-698). The on -site soils, exclusive of topsoil and organics are suitable for use as backfill. Before the backfill is placed, all water and loose debris should be removed from these excavations. Prior to the construction of concrete floors, the undisturbed subgrade, free from topsoil and organics, should be proof rolled with a loaded rubber -tired loader or similar equipment to density the near surface soils. To reduce the chance of damage to shallow utilities, special care should be taken in areas where underground utilities are present. The floor slabs should be appropriately reinforced, and joints should be provided at the junctions of the slab and the foundation walls, so that a small amount of independent movement can occur without causing damage. The slabs should be scored in accordance with the American Concrete Institute's recommendations to help control cracking. To reduce moist slab conditions, a granular mat of at least 4 inches in thickness is recommended beneath the floor slabs to provide a capillary break (-3/4 inch gravel, with less that 5 percent passing No. 200 sieve). GROUNDWATER AND DRAIN SYSTEM While no ground water was, reported in the soil test borings at the time the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table 10 impervious. The on -site soils, exclusive of Topsoil and Organics are, suitable for use as backfill. Foundation wall backf ill should'be moistened or dried to near its optimum moisture content and compacted to as least 90 percent of the maximum Standard Proctor Density. Structural backf ill should be compacted to at least 95 percent of the maximum dry density as determined by the Standard Proctor method of test (ASTM D-698) at a moisture content of ±2 percent of optimum moisture content. Surface water running toward the structure from upslope areas should be diverted around and away from the building by means of lined drainage swales or other similar measures. The final grade should have a positive slope away from the foundation walls on all sides. A minimum of 12 inches in the first 10 feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. The use of long downspout extensions in place of splash blocks is advisable. LAWN IRRIGATION We do not recommend that sprinkler systems be installed next to foundation walls, porches or patio slabs. If sprinkler systems are installed, the sprinkler heads must be aligned so that the spray from the, heads, under full pressure, does not fall on foundation walls or within five feet of foundation walls, porches, 12 The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this time. There is no other warranty, either expressed or implied. Sincerely, INTER-MOUNTAIK ENGINEERING. LTD. R Geotechnical Engineer PIT NO. 1 DATE DRILLED: 09-1 1 —95 ELEVATION: FIGURE NO.: 2 z W DEPTH C- IN FEET rn= p DESCRIPTION OF MATERIAL REMARKS Q OJ W VI m J V) 4 4 6 8 to] 12 14 Mostly COBBLES with reddish SANDS & gravels. Limit of Excavation 7' SUMMARY Of TEST PITS Lot 2 Lake Creek Road No groundwater encountered. n InterMountain EngineeringLta. PROJECT NO.: 95-0534G PIT NO. Septic DATE DRILLED: 09-11-95 ELEVATION: z W DEPTH a IN FEET _ cn p DESCRIPTION OF MATERIAL a m �w } N m J N 0 Topsoil & Roots to 10" `+►� Mostly COBBLES with reddish iii, SANDS & gravels. 2 4 6 8 m 12 14 Roots found down to 5' I I Limit of Excavation 6'9" No groundwater encountered. SUMMARY OF TEST PITS Lot 2 Lake Creek Road FIGURE NO.: 1 REMARKS • �InterMountain Engineeringad. PROJECT NO.: 95-0534G FOur.dation Wall i Back: i l l ro isten_d c0-mpacted I Polyethelene Moisture Barrier glued to Foundation wall DETAILS OF PERIPHERAL DRAIN SYSTEM FOR FOOTING TYPE FOUNDATION FIGURE c� GeoteXtile o` Q (M4 rafi 14011 or o equivilant) Mininu� of o". of 3/4 in gravel 4" dianeter perforated rigid aiDe slored i a minimum of 1/8" per foot to se::er lateral subd.-ain, su= pup or dayligzted. A PROJECT: PROPOSED ADDITION AW LOT 43, BELLYACHE SUBDIVISION #2 agir:eerir�gua. PROJECT NO. 8 95-0555G _ FIGURE NO. 3 • �1 Inter -Mountain Engineering Ltd. 14 October, 1996 Thomas Duncan P.O. Box 3301 Vail, CO 81658 RE: Septic System As -Built Inspection Lot 2, Sec.7, T5S, 82W 1476 Lake Creek Road Edwards, Colorado Project No. 95-0534G Eagle County Environmental Health Permit No. 1579 Dear Tom: On Friday, October 11, 1996 a representative of Inter -Mountain Engineering visited the project site to inspect the installation of the septic system prior to it being covered. The exposed soils consist Cobbles and Slightly Silty SANDS, and gravely SAND and were found to be consistent with the soils anticipated in the Soils and Foundation Report prepared for you dated October 13, 1995 and the percolation test .results report dated May 3, 1996. The placement of the system was generally consistent with the Septic System Design dated April 25, 1995 by Inter -Mountain Engineering with 1010 square feet of trench bottom via 28 infiltrators. One variances to the plan was noted, the substitution of the 1500 gal. two compartment septic tank with a larger 2000 gal. two compartment septic tank. Approval to cover the system was granted. Should you have any questions regarding the information contained in this report, please feel free to contact the undersigned. Sincerely, i�James James Ga�b�riel, EIT Staff EnQJ�er Richard-O. RI'cks, R'E./ Geotechnical Engineer cc: Eagle County Environmental Health Division 77 Metcalf Road, #201 • Box 978 • Avon, Colorado 81620 • Phone: 970-949-5072 • From Denver Direct: 893-1531 1420 Vance Street • Lakewood, Colorado 80215 • Phone: 303-232-0158 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 rop / YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 5 7 9 Please call for final inspection before covering any portion of installed system. OWNER: -Thomas Duncan PHONE:_(970) 476-1701 MAILING ADDRESS: P.O. Box 3301 City: Vail Sine: CO zip: 81658 APPLICANT:__ David B. Duncan PHONE: (303) 777-6801 SYSTEMLOCATION: 1476 Lake Creek Rd.. Edwards TAX PARCEL NUMBER: 2105-074-02-002 Spiegel Construction, Chris Spiegel 39-96 5-30-96 LICENSED INSTALLER: LICENSE NO:,_2-_-L=9:6 DESIGN ENGINEER OF SYSTEM: Triter -Mountain Engineering, Richard Ricks INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 15 00 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1010 SQUARE FEET OF TRENCH BOTTOM. Via 28 infiltrators as per design SPECIAL REQUIREMENTS: Install as per engineer's design dated 4-25-96. Engineer certification needed for final inspection. ENVIRONMENTAL HEALTH APPROVAL: DAATTE�•` G6. 1996-1 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 CAUSE FOR 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 P!-=.2 o COVERING AUY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: �O� GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8' OF FINAL GRADE AND / PROPFR UATFRIAI ANI] ARAPLARI v ✓..« ,., COMPLIANCE WITH COUNTY / STATE ANY ITEM CHECKED NO REQUIRES ki COMMENTS: L YES —NO IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. ENVIRONMENTAL HEALTH APPROVA . • DATE: G ENVIRONMENTAL HEALTH APPROVAL: � •• ` ��DATE: I, L...""\ _,\\� (RE•INSPECTIONIFNECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT s _ CHECKS 1579-96 Tax# 2105-074-02-002 JOB NAME Lot#2, Creamery Gulch DUNCAN 1476 Lake Creek Rd. JOB 1V0. /U� � JOB LOCH' BILL TO DATE START7b q3d DATE COMPLETED DATE BILLED U i5l-AIA6 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 278 �q NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. = Dimensions aaatisa A"a -`: i Approximate Weights ; W ° '_ L .- `_.Tank Lid BaiIla Wai Is _ _ Tout 6 ti' lQ sssoms = -44D Bss IS.490 ibs I=isrtrenches _ -- 7. t recommended that the r n a e t e ches be xc v t _ t e a o ed to rr maximum - - de th of 36- inches.. A maximum cover' of `.2' shall be maintained _ P a - _ th = -_ oer e f f v to the in �Itra or h P o t e ambers.- tlo ut rVi Lo odd t Inr de to tit un t i 0 o a n En Irre rin e td. Yc .P 9 9 L A v Tnm nuncnn C