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Home My WebLink About477 Pilgrim Dr - 210519303011 - 1021-90ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway a Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1021 Please call for final inspection before covering any portion of installed system. OWNER: Addison & Cindy Piper PHONE: 612) 473-2623 MAILING ADDRESS: 2505 Willow Drive, Hamel, MN 55340 AGENT: Trends West PHONE: SYSTEM LOCATION: 477 Pilgrim Dr., Pilgrim Downs- Edwards LICENSED INSTALLER: Ed Schenck, Trends West LICENSE NO. DESIGN ENGINEER OF SYSTEM: Intermountain Engineering Ltd., Box 978, Avon, CO 81620 INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: __ Per engineer design, place inspection portals at end of each line Place 2 clean -outs in tight line between house and tank ENVIRONMENTAL HEALTH OFFICER: DATE: 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, C.R.S. 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. SECTION lit, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: 1� �U tern tE FEET. �7 13 Z INSTALLED SEPTIC TANK: d GALLONS DEGREES FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY_ YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: ENVIRONMENTAL HEALTH OFFICER: &04 DATE: E VL ` ✓�7 ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK S: CASHIER: APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number: � P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail ____PERMIT APPLICATION FEE �150.00 NAME OF OWNER: MAILING ADDRESS: NAME OF APPLICAN 328-7311 Eagle 927-3823 Basalt nF-} r%�TT" TEST FEE '70r AO ADDRESS: QQ 90907 PH' ONE�7 i a"I P4 DESIGN ENGINEER OF SYSTEM ( I f applicable) : 1yXTZAC? ADDRESS: �� % �fJy� Co l �� PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ) NO ADDRESS: 1Z0 R *�be,L'�S3L_76Q � C� �� PHONE: % 19 - Wl�-'Cy PERMIT APPLICATION IS FOR: ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVID AL SEWAGE DISPOSAL SYSTEM - Physical Address,: Pi FLL is . pc �� Wr1AM) Parcel Number. Lot Size: -�-- Legal Description: L c % t Wa dk BUILDING OR SERVICE TYPE (Check applicable X) Residential - Single Family ) Residential - Duplex ( ) Residential - Triplex NUMBER OF PERSONS WASTE TYPES Check applicable categories): category): ( ) Residential ( ) Commercial - Fourplex (Type) NUMBER OF BEDROOMS: Commercial or Institutional ()C) Dwelling ( ) Non -Domestic Wastes ( ) Transient ( ) Garbage Disposal (X Dishwasher (x) Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: O YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (,) Well , ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: If sup.p4ed by community water, give name of supplier: SIGNATURE: Use DATE: /0 INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope d. SOIL PERCOLATION Depth to Bedrock (Per 8 profile hole 'Ile Depth to Groundwater table X� TEST RESULTS: _N A Minutes per inch in Hole #1 FINAL DISPOSAL BY: ` Absorption Trench, Bed or Pit ( ) ( ) Above Ground Dispersal ( ) ( ) Under Ground Dispersal ( ) ( ) Other AMOUNT PAID: �D� RECEIPT NUMBER NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. Minutes per inch in -Hole #2 Minutes per inch in Hole #3 Evapotranspiration Sand Filter Wastewater Pond D / DATE: A0-r MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) �\"ZZ- -.,a. 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PERCOLATION TEST RESULTS AND SEPTIC SYSTEM RECOMMENDATIONS FOR LOT 7, FILING 4, PILGRIM DOWNS EAGLE COUNTY, COLORADO PREPARED FOR: MR. ED SCHENCK III PROJECT NO. 90357E SEPTEMBER 1990 Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531 1420 Vance Street • Lakewood, Colorado 80215 9 Phone: 232-0158 t_. Prm-L=1�4i7ttS: thµ zesUlts of percolation 'tests and. provides :peptic system recommendations for the proposed single family residence on Lot 7, Pilgrim Downs Filing No. 4- Eagle County, Colorado. �?.�E I�1�JEST I GAT 1_Q�I This site was investigated and five percolation tests were dug to a minimum depth of 27 inches. Holes were presoaked and percolation tests performed. Results of these tests are included in this report; see PERCOLATION TEST RESULTS. =E LOCATION ACID DE SCRIPT I OLD The site is located on Pilgrim Drive in Pilgrim Downs Subdivision in Eagle County, Colorado. The site of the absorption trenches slopes to the northeast at approximately 20%. Drainage in the area of the proposed absorption trenches is to the northeast. Vegetation consists of grasses. SUBSURFACE AND GROUNDWATER CONDITIONS Subsurface conditions in the proposed leach field area are relatively uniform, and consist of 1 1/2 foot of topsoil underlain by silty, sandy, clayey loam to a depth of 8 feet. No groundwater was encountered during excavation. 3 PERCOLATION TEST NE: t IL S A total of five percolation tests were performed on the site_ Results were as follows: Test Hole M n11 " Drop Date of Teat Ambient Air Tem-,- 1 24 9/16/90 80 2 30 9/16/90 80 3 24 9/16/90 80 4 60 9/16/90 80 5 9/16/90 80 Average time for 1 inch drop = 35.6 minutes DESIGN CRITERIA A single-family residence has been proposed for this site for year-round use. The residence will have a total of five (5) bedrooms, and will be equipped with a garbage disposer and automatic clothes washing machine. Thus design criteria for calculations are: 2 persons/bedroom 75 gallons/person/day-average flow +20% absorption area for garbage disposer +40% absorption area for automatic washer -25% absorption area for dosing tank - Maximum flow: 150% of average flow CALCULATIONS A= 0 Where A= minimum absorption area (sq. ft.) Q= maximum quantity of sewage flow (gal/day) T= percolation rate (min/inch) Q= 5 x 2 x 75 x 1.5 = 1125 gal/day A= Q = 1125 6 = 1343 sq. ft. 5 5 4 +1343 sq. ft_ +267 sq. ft.(disposal +20%) +537 sq. ft-(washer +40%) -336 sq. ft.(dosing 2 %) 1811 sq. ft. absorption area From table 5, a minimum area of 300 sq. ft. per bedroom is required. (300 x 5 = 1500 sq. ft., which is less than the 1811 sq. ft. from the previous calculation.) Minimum area of absorption trench is 1811 sq. ft. If Advanced Drainage Systems, Inc. SB2 10 inch "gravel -less" leach bed tubing is used, one lineal foot of pipe is required for each three square feet of absorption trench area: thus 606 Clineal feet is required. From Table 4 (section 4.07.01 of the Eagle County Regulations), a 1500 gallon septic tank is required. Based on the preceding calculations it is recommended to - install a 1500-gallon compartmented septic tank followed by a minimum 1811 square foot seepage trench. The seepage trench should lie a minimum of 10 feet from all property lines and 20 feet from the proposed residence. An inspection of the system should be made by a representative of the Eagle County Environmental .Health Department prior to backfilling. The installation and material specifications must comply with the Eagle County Individual Sewage Disposal System Regulations. 5 As an alternative to the standard 1811 square foot seepage trench, 606 lineal feet of SB2 10-inch diameter "gravel -less" leach bed tubing (as manufactured by Advanced Drainage Systems, Inc.) can be embedded in the native soils of the site. A dosing chamber with siphon will be installed. The dosing chamber will allow for periodic high rate discharge to the field. This will prolong the life of the drainage field. The dose discharge should be approximately 600 gallons. CONCLUSIONS This report has been prepared for the exclusive use of Mr. Ed Schenck III for the specific application to the proposed single-family residence on Lot 7, Filing 4, Pilgrim Downs• Eagle County, Colorado. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices. There is no other warranty, either expressed or implied. If we can be of further assistance, please call. Sincerel , Inte - ntai E gineering Ltd. Gray. earson, P.E. Project Engineer 1021-90 TxPrcl#2/r)-1 Q-.03"c'ti Lot 7, Pilgrim Downs, Filing 4 JOB NA11%IE, .�" 477 Pilgrim Drive Joy r0� .::... JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 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 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A. JOB FOLDER apnAsnRpnl l Pmtrmno r; 10 2 �Oy' 7 <7- 02 04 50 6 2 n 7 1 Pnl ARninQ-f, 3� l0 2 j <o r9'Ya W y- Z P,, -Ct�-u srf l�ocvvl lr ADD RISER PIPE AS NECESSARY TO EXPOSE PLUG IN 0 0 0& s o e 4" PERFORATEDPIPE �r OR 10 GRAVEL - LESS DISTRIBUTION PIPE DETA IL D INSPECTION / CLEANOUT PORT NO SCALE 24" SLOPE %4"/FOOT M.IN. SOIL 6"Min. k. , 18" to (FROM TRENCH 4" DETAIL E DISTRIBUTION BOX NO SCALE 0000 SECTION X -X X DISTRIBUTION PIPES &UST HAVE EQUAL ;NVERT ELEVATICNS AT OUTLET FT 1 S� SOIL—) —t �;C' Min. 13 Max. 2„ Min. FROM —} SLOPE—�4 MAX. DISTRIBUTION E" Min " TO 2V GRAVEL 4' Qf PERFORATED PVC PIPE UNTREATED BUILDING PAPER i OR 2 HAY OR STRAW SECTION C—C STANDARD ABSORBTION TRENCH NO SCALE EXCAVATION) 2 3' FREE FROM LUMPSI r, CLODS, OR ROCKS 4 OR LARGER IN DIAVETER HA-A"".'y SOIL SLOPE Y47FOOT MII1 \\ —4�ty? 10" GRAVEL -LESS \ DISTRIBUTION PIPE "/ 1 C0 ` MAX. SLOPE I ` \ UNTREATED BUILDING PAPER 10"Min. OR 2 HAY OR STRAW ALTERNATE 3' Max. \ --£ \ >s SECTION A -A Viz" TO 2�" GRAVEL , 2 Min. 6' Min. TRENCH CROSS-SECTION \ �G WITH GRAVEL -LESS DISTRIBU- - - TIDN PIPE NO SCALE 4" 0 PERFORATED — — — \ _ / 6" 4" MIN. AND TO SPRINGLINE 3000 PSI CONCRETE SERVICE LINE IN -LINE CLEANOUT Aj -� LI Jr;. S�A_E PROPOSED ROAD 1 1 1^ Jt�IN• l3'I AX.7YP "TYP as 410 SCALE: l "= 30 l 1. ,1 .l r TREE LINE"le r s 3 t _N1 { 'j 4 � t 1 TREE LINE 3 _ NOTE.; - ' J4a I . Building sewer line to septic tank steal l hav- a muumom slope of 1/4" per tout. Mends in huliding bow-r st.ell be _- limited to 45 degreed. _ 2. Septic tank shall be installed level. Tank to have e removable cover or manholes extended to within b Inches of -- finish grade for access to each compartment, for cleaning -. and inspection. Septic tank to meet all the reyu/rcmenle of Eagle County Individual Sewage bibpo�al yb Cooed- .,action 4.07. - - 3. It is recommended that an automatic d.,bing tank be inatalled = an noted on the drawings. it may be ir,Legral wlLI, L).e - septic tank or separate. The dosing tank may = - be complimented with large diameter, gravel-lesa leach Led - _= tubing such as Advanced Drainage Systems, Inc., lu-ln.al �ti•_ - - or equal, which may be substituted in the aLeorpLi on trenches. Follow manufacturers recomr,,endat10ns for installation of gravel -leas leach bed tubing. 4. Absorption trenches shall not exceed 100feet in length. A minimum distance of 6 feet shall be provided between = My trenches. Haxim— dccth of t.reu!_lled_b11A1L_la-1.1eeL_ z Disposal pipe shall be 4 inch perforated Y.V.C. pipe. - 8, Maximum grade of pipe shall not exceed 4 inch arop in 100 feet. Disposal pipe to be surrounded by clean gravel. _ Gravel may range in size from 1/2 itich to inches. - Gravel &hall extend from at least Z inches shove Lhc tup of -- the distribution pipe to aL least b inch-:: below t.l.e bULt1e1 __- of the pipe. The top of the gravel shall be covered with untreated building paper or a 2-inch layer ui ;,Claw or hby. _ A minimum of lu inches of soil suitable t r- Veeelbllull shall be placed from the top of the straw to Lhe rinibhed surrace RECEIVED grade. The final cover shall be graded to jcIlc,_t r•ulloft ; water away from the disposal area- tlo.hint cumpactiul, of _ final cover shall not Le permitted. Abdoll•ti— tr•en.:he_ ' _ shall be seeded as soon as possible to prevent- sell eloslun -- 0 C T 10 1990 due to rainfall. - _ 5. Al1 in.shall meet the rules and regulations of - Eagle County Health Department as set turlh if, the - EAGLE COUNTY Individual Sewage Disposal Systems hegulatle.nd "f that. department Construction of the system al,all be lndp—ted by COM -- -_- - --�- -' t4� (UNITY DEVELOPMENT Eagle County. Date Revision 0 ....... 6�-- -- 091108NOTTTINGHAM ROAD Inter- oilnt3in SUITE S01 AVON•COLO.B3820 1420 VAN STgEET (303) 946-5072 e a LAKEMOOD. COLO-80215 \Engineering Ltd. (303) 232-0158 /0 8 9 1 ADD /IV- L /NE CLE<JAVOUTS s 1, 1 -.. G.A.P SEPTIC SYSTEM 90357E are— By; S.E.L. LOT 7, PILGRIM DOWNS Date Iuwe: 10-1-90 . - FILING NO. cr CMckeC By: G.A.P. scale: l "= 30` EAGLE COUNTY, COLORAD O F1ele bock: °let sheetN°. — / OF 1