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HomeMy WebLinkAbout50 Milburn Ct - 239122307008 - 1670-96ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 BUILDING PERMITA 11165 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1670 -f o APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE RETAIN WITH RECEIPT RECORDS OWNER: RECEIPT # CHECK# (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: Ors -it-, i KA Co,j s ; tt--i c.T-i o �--P' • PHONE • MAILING ADDRESS: Ako'X 17 fl? APPLICANT/CONTACT P RSON: P1 '714t- /q-A_^J0i_A PHONE: ( 97o) et(,1 -1'5-(p% MAILING ADDRESS: .) , 1 31 / 4s A iy- l Li LICENSED ISDS CONTRACTOR: I@+ �-y zt��-If1� PHONE: (Vlo) qf,3 COMPANY / DBA : gt4e :2uA SXejWA-'m e,J (, ADDRESS: _ P.J. A ax !, to 1 *************************************************************************** PERMIT APPLICATION IS FOR: 1: New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) Legal Description: Subdivision: &W Y4b"-1'J'+.JFiling :. Block: Lot No. Tax Parcel Number: fi A-� - O �- o 4B Lot Size: Street Address: 0 _© YVl I L 1&t&" c i , BUILDIN TYPE: (Check applicable category) ( Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) (� We1 , ( ) Spring . ( ) Surface ( ) Public Name of Supp:Vier: *These syst SIGNATURE: *********** ***************** Number Number Type _ of Bedrooms of Bedrooms a R stered Professional Engineer Date: TO BE COMPLETED BY THE COUNTY AMOUNT PAID: RECEIPT #: CHECK #: DATE: _ CASHIER: l � _ ouwr,' NG/NEER/WG -- f January 19, 1998 Eagle County Environmental Health Department Attn: Ray Merry P. O. Box .179 Eagle; CO 81631 Re: ISDS for Residence, Lot 22, Filing 3, Aspen Mountain. View Sub., Eagle County HCE File Number 96004.40 Dear Mr. Merry: On September 8, 1997, High Country. Engineering, Inc. personnel observed the final construction of the individual sewage disposal system for the, residence "located at 050 Milburn Court in Eagle County. The .construction was based on our design drawing dated May 20, 1997: The 1250 gallon septic tank was in place, along with -the connections to the building and Infiltrator units. The Infiltrator 'units. were visible, as were the connections between the trenches. We have included ties to the septic tank and approximate locations for the remaining elements as shown on the record drawing enclosed withthis letter. It appears that the system meets the intent of the design: If you have any questions: or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. T' o�yP. Beck, -P.E. Pr ncipal Engineer TPB/soe - enc. cc: Peter Arnold, Paradigm Construction 923 Cooper Avenue • Glenwood Springs, C0 81601 Telephone: (970) 945-8676 • FAX: (970) 945-2555 �j �' I"IN I—CJ-177( 1J'1G PIUM WUNIKY tNb1NttK1NU P,02 f Ail 9 i � 1 1 • r �t`� is I r .4 i$f'µ riT$ r �,� �• �i ,' r � i, � � ` rrr � I • rrr rr t : 1 • r r`oil, i i rr r r � "t 1 r" 4?j in 0, 2 �i Lis yy� � �q a�"� R 4 �I 1 In 1--r_ J-177 f L I • /Cr racrr►r �v�.rv�•fier+ M 4 Fill ieMW — ATTN _ FAX NO r We are sending the lollowii,g: U PhgtoGopies rints n I un l.UUN I K r L1NL'111`ICCK 1 NL3 HIGH COUNTRY ENGINEERING, INC. 923 Cooper Avenue Glenwood Springs, CO €11601 (970) 945-6676 + FAX. (970) 945-2556 P. 01 DATE'_ S ��— JOB NO, _._..._.._-- heetlof 4- ' a- erewith Q Under separate cover Z) Documents u Mylars '� Shop Drawings NO. OF COPIES 1 i ITEM 1. LATEST ITEM I DATED REMAIRK$ -- I I I I I I i I I If material received is not listed above, kindly notify us at once, r P. d �= CJ L1� Transmitted by: ' l first class mail i j U.P.S. Next Day Air i Zi Federal Express i U.S. Express Mail 7 U.P.S_ Std. Service u Messenger j By: /h Au"L' Pickup I i I I RESULTS OF PERCOLATION TEST JOB �► �6rx� �' S�y � a^ ADDRESS DESCRIPTION /o f Z Z DATE / // /Z - qG DEPTH AND DIAMETER OF HOLE #1 3_L12� O �' 0#2 3 ^ � O � ' / �• #3 3- O " • APPROX. GALS. ADDED HOLE #1 02 _Z #3 � TEST HOLES WERE PRE—SOAKED FROM: (Date) CJN (Time) TO: (Date) (Time) HOLE # I HOLE #2 HOLE #3 TIME R% MrK FALL RI�PI TE 71ME I t F H1 RK ' FALL RIf TIME R 0 H2OK F� RAZE :30 .3.0 y-3 S. z6 /. 3 Z / y, 8 i.S�� lZ/J / .3 o•gy 23.3 .g V 23,F .�=a8 9,73 .S'0� .3.23 S/o 3 •y2 �J o" /f /� c /O.O )�j l���lV r� Zc '/ I Z S'/? -3•77 Szo 3.2-7 3,y9 3 S' Z3 o / 3z /s,I o.�y Zz,6 �Y3 3 S �y3 3,6y s- 3-Z7 04y z3• p. 9� Zo. 'o 3. 3S 7Z Z7. yk 20. y PERCOLATION RATE: Z 1V1 P! a� REMARKS: ✓¢ G cf S /t�s. r ce�aC 74 G4ri % tiu t /6C fC ri �e / S fl as s AREA SKETCH: Z a'S 4prof J I Z � 5°lu' j°�° -,5 5 3 / 0 PR OFILE HOLE AND SOIL DESCRIPTION N l� "J c,ho,/k L✓/'�t PXcLFveft� lie clor 0 6 -4 8Y s/°° HK14 COUNTRY ENGINEERING, INC. * 923 COOPER AVENUE* GLENWOOD SPRINGS, 00. 8W * (970) 945-8676 SaWO&Z co i m I -- t J.J 1 1.J • 1.J M I UM I..UU1 V I K f Ci"4U 11YCCK ! IVU - P . 04 I I , at LNt 1aTT011 LEUiI. Gkvdw 0 00KA&L flans 11 ALL OWTIRICT ION WALL K IN AOM MOO,IICE 1111714 THE EAOLC CM/1Ttl AM' COL0111109 OEPAptwml Or HM IN (CWN) NE&A"AT Id1Li 116IrIDJAL SE'Rm 0191p41A1 SvSTL�IIS. tYEll 1a1011�i1+ NLL OUCK 1ECYMLYIDNTS AM MT siLC1ric" 1�TES QI lli IpTA•iflw TIC CipRRACIa O M.L ! RESFIaISIOLE I= VAN WCCIFIt DETAILS AS ARE REFEo" To IN THE A�Uff-4"T IOl*O REGULATIONS. 3. FLa: a &Moe R .7 /R[OMM .73 G ALL&d64PER=%p aT IS M GPI - AYERAOE DAILY FLOW, WXIMM o 1.°3. MIERAIN , $00 00 SEPTIC Umt YININLU PRE-WT ftNowy TAW SIZE A INfI T4 �®LAT'OLIS 15 I. CALLGI6, IIEOVA04 IMX! rAkLg4. *FIELD SIZE: PER COON EoLLTIOHS: A o O o IIAYIIAUI rL4R OMMATIa1 HATE . 30 A _�QO•r►3O 9 �0 STLFT Km C001 REEi'Im1EFIL1Atld/ FQR IISE OF *INFILTflAT9W TOEi"mm AREA REElMI(IN r ia.S)�A ANIEA N IQUIM - O.S- M - 493 = FT, • 15.$ M, FT. PER WIT - 31 UMITS 33 wits 3. T'WMIL: SOIL EIICAYATO FROI SITE ACMT IS FAIT. Nl. UEMIcULAR TRAffIC 15 PIMIGITEa OM THE FIELD AREA. S. SLEANO4TS AK AEMPIRED AT M.L WNW APO AT LMST E'IERr Ia* rtu ALONG THE MO SErER, . !. INSTALL RISERS AS NECESSARY' T6 RRINC AL1, A=SS POINT WITHIN 1/2-fCaT TIF FIMk,. CUM_ To 7• UMT10MS *V ALL COPT3 INTS IIMT K VA41CA AS NyEaS&,W AS tOHG AS ALL MININAA DISTAMMS AIN SUPES LNEET 7MM RE01NlQft. R. PWVIUE PtISITIV9 ORAIXPa GF RWACE +TITER A &V FW1 AN[A USING CRIARACE WLES AS IICCESSWr. g. pERCTiLATICIN RAT$ SASE OM TESCING RY HIGH Rm1TRr ENCIPSERING. ITC_ go owea it 13. Ism. 10. THIS OI ING DOES NOT 000,ItUtE AM ISM PERMIT. PERMIT MAST SE GlUium FROM APPff4IRIAI$ CITY O7 caxTY OFrICIALS, Val MIST OBSERVE 4ONSTRIIGTEO SYMIA BEFORE SAW II.L AM PNWIDE REPORT 10 dXMIY. 11. THIS SYSTEM 15 SIZED FOR TVPICAL bft%T1C'LINES *L1r. RAC9Iu%m dq FUMING FLO N no .R:11EW 01f WIS'UNITS LTR IATLR SaFTENM pt flt-W 1 SNIXLD 1407 BE IMTRCn1R3M INTa THIS SYSTEM. A mm 2 TIRwII IIbn I. TNININ 1E71FIH SMIIIL MOT EIP= NOG SILT. & THE NOTIGM OF EACH WSA104 BALL K LEWEL A ORAMIAC! OTTCHM AAW TO E4 PKQW= AE19YE No AMC" IMCMDIFS. 7RElP o SHALL FtYLOLT CGNID1Iw 'Jt INSTALL NPLTRATM N ACpORa %a s1TH YANWACTUS RECELRi3IG1LTWIM TOTAL P.O4 In m m X m D O M D 84f N 06'22440- I I � i 1 I i i� i i ► i 1 � /� � I %7 m r z p I ' m�u$ / r / i i i iLr 1V if 0 1 0.1 % i i/ i /% I % l it If i i � ! l i/ / / m �1 it 1/ r /io rn M 1 1 j1. 1 1 1 / � / ! / 1 I 1 i1116, 1 1I / /\ 1 r 1 •r 1 / 1 I / 1 •, , 1 L� ypq� �/ r0 �\ 1/ 11 1 1 •' I IF�isQ 1 1 1 �� � I � 1 � /j/ /� � / 1 ` � �` .♦ o. 1 � 1 �1 1 i 1 I 1 l r 01 r r.- - 8i1 14E w us mi at AV. ;�4s�111% lA ��� gbgb i NM .1 -�i 2 A• �S Iln £y 1;:;R X Rr� R FIS IT O EACLE COUNTY, COLORA00 Fi WONDUAL SEWAGE GLOBAL SYSTBA r zQ ASPEN MOUNfVIEW SUBONOM 1 ♦p LgL o HW Comm BOR!®NQ NR M OOOM AVRM L&AT7E OLBWO �CD>tl� r41N7'OD M16�R70 fXIQlOI 01F7066 TPB sa 1670-96 Tax#2391-223-07-008 JOB NAME . Lot#22, Filing#3 PARADIGM Aspen Mountain View JOB NO. JOB LOCATION ----DAfE STARTED I DATE COMPLETED DATE BILLED MENi • _ COST TOTAL SELLIN :. lI/ - / .�� /.MISC. / COSTS JOB FOLDER Product 277 !A%zu/® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 �O� FOLDER Printed In USA f ro N • 3 �T=33„ r i -oo 4' COUPLING 4' RISER �— 4" 45' SWEEP BEND SITE PLAN REMOVABLE CAP CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE COUPLING 4" 0 PERFORATED PIPE SOLID CAP FOR SUPPORT ON BOTTOM OF TRENCH OR BED V) _ - O Z Q S - - C) ~ Z O Z wO V W CL W W = to rn In (A gm _ �o IW— W 0: Y Q Ji 0 0 0 0 Li - GENERAL NOTES -. TRATOR UNITS !- - `N� 1. :ALL CONSTRUCTION` SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY AND COLORADO DEPARTMENT OF HEALTH (CDOH) REGULATIONS OF INDIVIDUAL_ {20 — SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE ~ = RESPONSIBLEFOR SUCH SPECIFIC DETAILS AS -ARE REFERRED TO IN THE ABOVE -MENTIONED REGULATIONS. - ` 2. FLOW:- 4 BEDROOMS •2 PERSONS/BEDROOM 05 GALLONS/PERSON/DAY IS = 600 GPD - AVERAGE DAILY FLOW. - MAXIMUM 1.5+ AVERAGE - 900 GPD `� - SEPTIC TANK: -.MINIMUM PRE -CAST CONCRETE -TANK SIZE ACCORDING TO REGULATIONS IS 1.250 GALLONS. RECOMMEND 1500 GALLONS. *FIELD SIZE: PER CDOH EQUATIONS: A _Q�t - Q - MAXIMUM FLOW ` - 5 w t = PERCOLATION RATE = 30 A - 900430 988 SQ.FT PER CDOH RECOMMENDATION FOR USE OF 'INFILTRATOR' TRENCH SYSTEMS AREA REDUCTION .(0.5)*A = AREA REQUIRED.- 0.5* 986 = 493 SQ.FT. 015.5 SO. FT. PER UNIT 32 UNITS. USE 33 UNITS 3. TOPSOIL: --SOIL EXCAVATED FROM SITE ACCEPTABLE 1F NO CLAY IS PRESENT.._ 4. VEHICULAR TRAFFIC=IS PROHIBITED ON THE AREA. ; -FIELD 5, CLEANOUTS ARE REQUIRED AT ALL. -BENDS AND AT LEAST EVERY 100 FEET ALONG -"THE HODS& SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL -GRADE 4� �•� �1 7.- LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS At MINIMUM DISTANC ES AND SLOPES MEET THOSE REQUIRED. _ 5 ; _ 8 : PROV 1 DE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA USING DRAINAGE SWALES AS NECESSARY_- -- PERCOLATION RATE BASED ON TESTING BY HIGH COUNTRY ENG{NEERING. INC. Z a ON NOVEMBER 12. 1996. - Q 10. _THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT co NATURAL BACKFILL MUST BE -OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. Q -4 m •a ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL - AND PROVIDE REPORT TO COUNTY. 0 < 12" MIN. COVER 11, THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR C3 o ca 36" MAX. COVER FLUSHING FLOWS FOR REVERSE OSMOSIS -UNITS OR WATER SOFTENERS. OR of O (l FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. N V 0 - - w S _ V a aJ 0 Q GENERAL ABSORPTION TRENCH NOTES<Li 4L U 12*1. . TRENCH LENGTH SHALL NOT EXCEED 100 FEET. 2.' THE BOTTOM OF EACH TRENCH SHALL BE LEVEL i - a W - Z 3. AS NECESSARY ES RE TO BE PROVIDED ABOVE AND AROUND' TRENCHES, VE SURFACE RUNOFF CE FROM ENTERING. - - I _ _ ABSORPTION AREA INFILTRATOR UNIT _ a _ TRENCH BOTTOM LEVEL 4. TRENCHES SHALLFOLLOW CONTOURS. - - 36' AND ROUGHENED _ ,`\\\ii!1111111111 �y C. 1\/PTA11 I\IrN 1Tf Tn11 HI •nnnnn ••1/.r aa.TY1 a•.aff.r.ww e.rw wrwwa ...r..w ww1�V. t_ _ - _SHEET 1 -. OF 1