HomeMy WebLinkAbout25 Casteel Creek Rd - 210530103002 - 1019-90ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1019, Please call for final inspection before covering any portion of installed system. OWNER: Guy and Lori Parker PHONE: 926-2727/ 476-352 MAILING ADDRESS: P.O. Box 1221, Vai 1 e CO 81658 AGENT: PHONE: SYSTEM LOCATION: 1917 W Lake Creek- Rd LICENSED INSTALLER: Gophi r Excavating LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1250 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 ENVIRONMENTAL HEALTH OFFICER: c DATE: la - 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 Ill, 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: qOO tf1 nQG SQUARE FEET. II 5 Z INSTALLED SEPTIC TANK: IZi'�19 GALLONS DEGREES FEET SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALSANDASSEMBLY � 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: �I ! ri1�Z.� /Ik/ I ee %G� szi72 �Z� /C tv ENVIRONMENTAL HEALTH OFFICER: /Jy / 7 �' . DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: t APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL _HEALTH OFFICE - EAGLE COUNTY Number: �o(,o P. 0. BOX 179 �\ EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT nr-pCOI.JATT^^! TEST FEE ERMIT APPLICATION FEE $150.00 ! NAME OF OWNER: ck ko6 PA 2KE12- MAILING ADDRESS: Zl Ilub PHONE: Q2,6`ZO V& NAME OF APPLICANT (If different from own r): ADDRESS: DESIGN ENGINEER OF SYSTEM (If applicable):. PHONE: ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( t.,)--YES ( ) NO PHONE: 9Y? /3?? ADDRESS: kk eA M PERMIT APPLICATION IS FOR: (") NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: Parcel Number: Lot Size: Qe'velf I Legal Description: 1'G6 BUILDING OR,,5ERVICE TYPE (Check app icable category): Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: CP NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories Commercial or Institutional ( v) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use Garbage Disposal ( A-Y Dishwasher ( Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDI M UAL 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: ( jA ES ( d) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( )YES ( ) NO WATER CONSERVATION PLAN: ( YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water c servation plan. SOURCE AND TYPE OF WATER SUPPLY: (Well ( ) Spring ( )r Creek/Stream Give depth of all wells within 200 feet of system: 1 a /S d If suppli�d by coommiu y ater, give name of supplier: SIGNATURE: (!//,1i1�-- lrwz� DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: (--T Absorption Trench, Bed or Pit ( ) Above Ground Dispersal ( ) Under Ground Dispersal ( ) Other AMOUNT PAID: 9--7Sr RECEIPT NUMBER ( ) Evapotranspiration ( ) Sand Filter ( ) Wastewater Pond NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". DATE: COMMUNITY DEVELOPMENT DEPARTMENT P03) 328-8730 EAGLE COUNTY, COLORADO Date: December 3, 1990 Guy and Lori Parker P.O. Box 1221 Vail, CO 81658 RE: Final of IMS Permit No. 1019 725 CHAMBERS AVE. P.O. BOX 179 EAGLE. COLORADO 81631 FAX P03) 328-7207 This letter is to inform You that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy :- retain for yc>:_ rtccrds. Also enclosed are informational sheers regarding the care cf your septic system. If you have any questions regarding this L armit . please contact the Eagle County Environmental Health Officer, P.G. Bo„ 179; Eaglet ColoraLa S16n. We can also be reached depending on ycur calling area at the following lumbers: Eagle Valle, 323-c730; Basalt/El Jebel 927-3S23. Si ncerwy �t bons, Rogero er C. H -sea nsst. Environmental Healtn Officer e_zcl: infcrmational Sheets Final ISDS Permit cc: Chronu file. - 1EDS file Building Permit file RHjalm COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-.8730 EAGLE COUNTY, COLORADO Date: October 4, 1990 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of,Individual Sewage Disposal System Permit No. 1019 Enclosed is your ISDS Permit No. 1019 This copy of the permit must be posted on the.installation site. You must --call our office for final inspection before covering any portion of the installed system. If you have and questions, please feel free to contact us at the following numbers for your calling area: Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle area.328-8730. Sincerely, f W orzzc Roger Hosea Asst. Environmental Health Officer Community Development cc: ISDS file RH/alm **Final inspection must be called for prior to December 1. COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO October 4, 1990 Dear Applicant: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE. COLORADO 8 1631 FAX (303) 32S.720 Please be advised that this office will not be conducting percolation tests between November 15, 1990 and March 15, 1991. Additionally, all final inspections on installed systems must be completed prior to December 1. If you have any questions, please call me at 328-8730 or 927-3823 ext. 730 in the Basalt/El Jebel area. sincerely, Roger Hosea Asst. Environmental Health Officer RH/alm Wnter-Mountain Engineering Ltd, PERCOLATION TEST RESULTS AND SEPTIC SYSTEM RECOMMENDATIONS FOR THE N1/2 NEi/A NEi/4 SEC 30, T5S R82W, OF THE 6TH P.M. EAGLE COUNTY, COLORADO PREPARED FOR: MR. GUY PARKER PROJECT NO. 90367 SEPTEMBER 1990 Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531 1420 Vance Street 9 Lakewood, Colorado 80215 9 Phone: 232-0158 SCOPE This report presents the results of percolation tests and provides septic system recommendations for the proposed single family residence in the N1/2 NEz/4 NE1!4 Sec 30, R82W, T5S of the 6th P.M. Eagle County, Colorado. SITE INVESTIGATION This site was investigated and three 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. SITE LOCATIQN AND DESCRIPTION The site is located on West Lake Road in Eagle County, Colorado. The site of -the absorption trenches slopes to the northeast at approximately 5%. 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 RESULTS A total of three percolation tests were performed on the site. Results were as follows: Test Hole Min _L' Dro-P Uat�_.9 2 5 Amb.i_(�-_x_t_A.ix___T_=P_ 1 24 9/9/90 80 2 40 9/9/90 80 3 15 9/9/90 80 Average time for 1 inch drop = 26.3 minutes DESIGN CRITERIA A single-family residence has been proposed for this site for year-round use. The residence will have a total of four (4) bedrooms, and will be equipped with a garbage disposer and automatic clothes washing machine. Thus design criteria for C\ 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 CALL A=T Where A= minimum absorption area (sq. ft.) 5 Q= maximum quantity of sewage flow (gal/day) T= percolation rate (min,/inch) Q= 4 x 2 x 75 x 1.5 = 900 gal/day A= C % = 9001/ 26.3 = 923 sq. f t . 5 5 +923 sq. ft. +184 sq. ft.(disposal +20%) +369 sq. ft.(washer +40%) -230 sa. ft.(dosing -25%) 1246 sq. ft. absorption area - 4 From table 5, a minimum area of 2bO sq- ft_ per bedroom is required. (250-x 4 = 1000 sq. ft., which is less than 1246 sq_ ft.) Minimum area of absorption trench is 1.246 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 415 lineal feet is required. From Table 4 (section 4.07.01 of the Eagle County Regulations), a 1250 gallon septic tank is required. SEPTIC SYSTEMS RECOMMENDATIONS Based on the proceeding calculations it is recommended. to install a 1250-gallon compartmented septic tank followed by a minimum 1246 square foot seepage trench. The seepage trench should lie a minimum of 10 feet from all property lines, 20 .feet from the proposed residence, and 50 feet from West Lake Creek. 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. As an alternative to the standard 1246 square foot seepage trench, 415 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 L5 chamber will allow for periodic high rate discharge to the field_ This will prolong the life of the drainage field. CONCLUSIONS This report has been prepared for the exclusive use of Mr_ Guy Parker for the specific application to the proposed single- family residence in the N1/2 NE1/4 NE1/4 of Sec 30, T5S,1 R82W of the 6th P.M., 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. Sincerely, Inter o ntai E gineering Ltd. Gray earson, P.E. Project Engineer ---... _ MJ \, WW �LL U � W a J 1 � \ t t-mot t� - 1 Z N U � X- w G W V -- _ w cl Wko En N � X W W N . ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICEAl� � uu -�VUA, (Name) Date Routed l� �� W �� Application No. Location Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATF YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED BY DATE Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: 1019-90 TxPrcl#hb5'30/'it't'nl j,�j�E N1/2,NE1/4,NE1/4 Sec 30, T5S R82W of the 6th P.M. JOBS NO. =CO3— JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED G^"F' 1&4 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. LA 46 , A04 , �•, �_c w r -4 v G! F -it /191q Il- Yenk iCy 12- r tie `- ! PLUG ADD RISER PIPE AS NECESSARY TO EXPOSE PLUG O a O 0 O O 10 4" PERFORATED =PE\�111� OR 10 GRAVEL - LESS DISTRIBUTION PIPE DETA IL D INSPECTION / CLEANOUT PORT NO SCALE 100 FT MAX. UNTREATED BUILDING PAPER OR 2 HAY OR STRAW ADDITIONAL TRENCH IF DOSING SIPHON NOT UTILIZED SECTION C—C STANDARD ABSORBTION TRENCH NO SCALE r 31 P:4 IN 1 „DROP OUT . 6" I DETAIL E DISTRIBUTION BOX NO SCALE 0000 SECTION X —X NO SCALE KI DISTRIBUTION PIPES AVST HAVE EQUAL INVERT ELEVATIONS AT OUTLET EXPOSE INSPECTION PORT SEE DETAIL D 6' MIN. 6'M/N. 6' Ml/J. 6' MIN. SECTION B— B NO SCALE SOIL SLOPE /4"/FOOT MIN. UNTREATED BUILDING PAPER i- = . _ = .� _" - IO"Min. OR 2 NAY OR STR41Y j2 " TO 2�" GRAVEL 4" 0 PERFORATED PVC. PIPE SECTION A -A STANDARD ABSOR13TION TRENCH NO SCALE :[1 D M/N. '3' MAX. T YP. T YP. 24" SLOPE /4"/FOOT MIN. 3, h1 a x. SOIL - (FROM TRENCH EXCAVATION) FREE FROM LUMPSI, CLODS, OR ROCKS 4 OR LARGER IN DIAMETER 111,0 `' ''/ ' 10" GRAVEL -LESS DISTRIBUTION PIPE MAX. SLOPE 1 "/ /00 ALTERNATE SECTION A -A I8" to 24 " TRENCH CROSS -SECTION WITH GRAVEL -LESS DISTRIBUTION PIPE FOR USE WITH AUTOMATIC DOSING SIPHON NO SCALE SITE PLAN SCALE : I " = 50' 1 building sewer line to sej tic t�;.r: -r,-,1 t tr -. _ ill :c,in,-nn slope of I per foot.. 1eii,1:3 iri t•,ril,rrrig r-2!wr.r :;!:a1 t1� I limited to c1t, degree_. 2' Septic tank shall be installed I'vet. 1,nk t- have i removable (,Over or manholes extended t..-, witnir, m itl,-}tes of i finish grade for access to each con,)artmrnL, 1,)r gleaning and inspection. SeEtic tank to n,r.et all th- rclutrrm<-r,ts of I Eagle County Individual _,ewagc Lispu .sJ :;yata[n3. _section I 4.07. 3' It is recommended that an automatic d„zinc tanK Le installed i as noted on the drawings_ It may be 1nLr-8rn1 with the septic tank c,r separate. If uti lip--o tl.e dosing tank may jbe complimented with large diameter, grove1-1e3s leant, Led ` tubing such a3 Advanced Drainages L'•yst.crr:�, Ir.,'1+,-iric•h ;11' or equal, which may Le substituL,i in the abs,:rpLJon trenches. FUIIVw manutacturers r�coirim,-nd«tions fur IinsLallatiun of gravel -less leach bed ti,bing. 41 If the dosing tank is not incurpor•ated an additiur,aL B:i Loot length of standard absorption trench -.hull be tn,•,rror•nted into the leach field at 6 root a.; ti,ted. (t.-)tal of six trenches) 5. Absorption trenches shall not exceed lv,) lect ill length. A minimum distance of 6 ieet sha11 Le pruvid,-:d between trenches. Maxim [, i ni 1-�Fth---1� LytiL11--.i -;ljall -I __;j.5t�.tLL. Di3posaI pipe hall be 4 inch per•firated Y_V_C_ pipe_ Maximum grade of pipe shall not ex::ecd 4 i„�h drop ire 1r;0 feet. Disposal pipe to be surruurided by ,:lean grave Gravel may range in sir frnm >i.-. ir:,_1, to-r. _ inu},es_ Gravel shall extenu Crum at. least _- in, trees at uv- the Top of the distribution pipe t--) at least o in t.r bcl )e� the b()tt,_m of the pip^e. The tor • of the grav'i shall b ereu with untreated building paper or a 2-inch l;yrr L"f -t r �w or' 11�7ty. A minimum of lu inches ut soil suitable rur :it ion shall be placed from the top of the straw to th,_ Iini_:hed surtace grade. The final cover shall be gra•Jed to •iet te,_ t ruts,)tl water away from the aisposal area. Ma•_hine -:ompaction 01 final cover shall not to permitted. Abso:pti n trenches shall be seeded as soon as possibie t, I Ieve:,t. sc 11 el �..n due to rainfall. o_ All instal Jations shal t meet the rut s arnj rc_L.1,t tu[i nI Eagle Colin t.y health rFartill ent. io �,t Ic,ri t, it, tt,e Individual :;swage Di 1. _,al Sy3tem.3 t-ecu1 ,Li, n. - t!;-it department 'onstvucti n t tiie 3y,,trm ::1:7! i t•r :n: re ,te.l t y Eagle County_ PROBABLE l00 � YEAR FLOOD PLAIN Date Revision JL S --'(-FLOOD PLAIN DELINEATION TAKEN FROM PROJECT PLANS PROVIDED BY MR. GUY PARKER. © P.O.BOX 878 • SUITE 101 Inter -Mountain 1420 VANCE STREET 0010 NOTTINGHAM ROAD FAR AV ON.COLO.81820 • • LAKEMOOD.COL0.80215 (303) 84H-5072 -. _- _-- EngineeringLtd. - (303) 232-0158 D.."md SEPTIC SYSTEM G-A.P 0 90367E PARKER RESIDENCE S. E. L. N.1/2 , N.E. 114, N. E.114, SEC. 30, T.5 S. 9120190 w,.Ck.a BY; G.A. P. R. 82 W., OF THE 6 TH P.M. EAGLE COUNTY, COLORADO I"= 50' ""` ems: °"" '�"` "° I. OF /