HomeMy WebLinkAbout33 Angela Ln - 210507401030 - IS-154595INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 ,/ Telephone: 328-8755 F - `© 4-1 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. RETAIN WITH RECEIPT RECORDS Q PERMIT NO. 1545 APPLICANT I AGENT: PERMIT PERCOLATION TEST FEE 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 $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER• MAILING ADDRESS: APPLICANT/CONTACT PERSON; _�0-,tni1�P, PHONE: ( 1 MAILING ADDRESS: LICENSED ISDS CONTRACTOR: COMPANY/DBA:,P.iIA)1i *************************************************************************** PERMIT APPLICATION IS FOR: _N" New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) NCI°- V�� Legal Description: Subdivision: �in Block;' Lot No Tax Parcel Number: 02 0 5-0 7 �- 0 � _ _ of Si e:_�_ d Street Address: `�©3 -e 1 a L a A c� w e s3 , Co; - BUILDING TYPE: (Check applicable category) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number of Bedrooms 4- Number of Bedrooms Type *These systems require design by a Registered Professional Engineer SIGNATURE: Date: i 0 3 c-9 *************************************************************************** TO BE COMPLETE- BY THE COUNTY AMOUNT PAID: �.'53D+RECEIPT #: ibrq$) DATE: (v CHECK #: _�hfIO CASHIER: �/�, IA 3S E. .� s 14 - - - - ate• p t -Reg \,�XV) c 4 Jt . C � m � C rn 4� S A k) VA - U- Z0-d Zta:2T NOW 26-0£-1 Community Development Department (970)328-8730 Fax: (970) 328-7 i 85 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO November 27, 1995 Kit Abraham 874 Spruce Court Vail, CO 81657 Dear Kit, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-01 79 Enclosed, please find a copy of the results of the percolation test and soil profile analysis done on November 13, 1995, on Lot C, Happy Valley Acres, Lake Creek Subdivision. A copy of the results were also faxed to Engineer Design Works in Steamboat Springs, CO. If you have any further questions please don't hesitate to call us at 328-8755. Sincerely, t Janet Kohl Eagle County Environmental Health cc:ISDS file# 1545-95 ............ PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: 'JXQT LtaL_ LW_i�aT7_ LEGAL DESCRIPTIC MAILING ADDRESS: TYPE OF DWELLING: AulNUMBER OF BEDROOMS , TEST HOLES PRE-SOAKED: YES_ NO TIME WATER nrpmw J."CnzZj OF FALL 11 r RATE SOIL PROFI 2 3_ 1 2 3 1 2 3 2 3 0 )-q A J 4 3,1, H2 W/4 /0 21 -0 2 11'/4 31 L9 41 —4/t 45— 111-55/4 Elk (2,i 141) 5'' 16 12-112 143/4 '/4 V4 )0 6 1 11 �q 1 L1, J) 4 �v J/ 7-4 7'_ to r)ep�41 91 Ng 0 0 �L' f7,60 hr, 'iz r3 lz i �� �l z ��,� �f , JL_1 1 -2, 4 ot� ILI '/a 1-1 1 11-7 fjo j1) JLy�uyl uAL, c LE 1 I/M Time to drop last inch PERC RATE: MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS:i �'e - _" CA - \_iAyLL - I PERC TEST DONE BY: —/A DATE: Environmen alHealth Officer rev. 6/90ks 14! Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8 163 1-0179 EAGLE COUNTY,COLORADP,b /Vwvd C-46 J, Date: April 2, 1996 TO: Edwards Excavating FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1545-95 Tax Parcel #2105-074-01-011. Property Location: Angela Lane, Edwards, CO. Abraham residence. Enclosed is your ISDS Permit No. 1545-95. 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 Engineering Designworks, Martha Miller Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: i970) 328-R797 EAGLE COUNTY, COLORADO Date: May 2, 1996 TO: J A Baskins Construction Co. FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8 1631 -0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1545-95 Tax Parcel #2105-074-01-011. Property Location: Angela Lane, Edwards, CO. Abraham residence. Enclosed is your ISDS Permit No. 1545-95. 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 Engineering Designworks, Martha Miller LETTER OF TRANSMITTAL ' �✓ S'�D ENGINEERING DESIGNWORKS, INC. P.O. Box 927 P.O. Box 775729 1000 Lions Ridge Loop, Suite 3B 30965 Moffat Avenue Vail, CO 81620 Steamboat Springs, CO 80477 (970) 476-4855 (970) 879-4890 (970) 476-8616 (FAX) (970) 879-4905 (FAX) TO: - - )r A Date: IN 19(0 Peo M A A, i_ t )!in Project No. WAG#L WE ARE SENDING YOU: V&ttached 0 Under separate cover via Plans 0 Specifications O Change Order 0 Report 0 Letter 0 THESE ARE TRANSMITTED: For your use 0 For Approval 0 As requested 0 For review and comment 0 10-M►T/_ i" W 1 cc: RIiu )C r4 A W vA Signed: ENGINEERING DESIGNWORKS, INC. 30965 Moffat Avenue Post Office Box 775729 Steamboat Springs, Colorado 80477 (970) 879-4890 (970) 879-4905 Fax July 31, 1996 Boles Custom Builders P.O. Box 1279 Avon, CO 81620 RE: Septic System Inspection Abraham. Residence Project No. 954126 Dear Jim, 1650 E. Vail Valley Drive, Suite 3C Post Office Box 927 Vail, Colorado 81658 (970) 476-4855 (970) 476-7652 Fax On June 26, 1996 and July 31, 1996, Engineering Designworks, Inc. performed site inspections for the septic system for the Abraham Residence, Lot C, Happy Valley Acres, Eagle County, Colorado. The septic system was installed as designed which included a 1,250 gallon septic tank C"'— o� with 21 infiltrators connected by 4" solid PVC pipe. "Two feet of medium sand was a— �� placed beneath the infiltrators and the depth of fill above the infiltrators was approximately 1-2 feet. Cleanouts were also installed between the house and septic tank :tom and at the bend between the septic tank and the leach field. If you any additional questions, please do not hesitate to contact us. Sincerely, matt - Martha L. Miller, PE Civil Division Manager cc: Eagle County Environmental Health Dept. Kit &Horst Abraham P :' �<' 14 y cc= i�• 4 c s n ;�N ` 1545-95 Tax#� 2105-074-01-t 03o Happy Valley Acres ABRAHAM JOB NAM9�`7Angela Lane :> -:5 --E-dwards-.-C-0— o JOB 'N'00-1021 JOB LOCATION BILL TO DATE SZT D DATE COMPLETED DATE BILLED 1 Ad -6(k Vt �5- JA22 WLV 41 i�la - 4ji2a,4 'juat (A )&M JJA Vl' 6aM J 46W 04- bale ei) q5- L1*vuoeCwA- 4D 'vol-WA-K uk u JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LAE30P JZ INSURANCE 6&Z SALES TAX A& MISC. COSTS ell TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 t @ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER� 9- Printed in U.S.A. LAKE SEEK SUBDII 111/510N r l '-) � 4CIS �r t �,�ilniV tgiL ON SOUTH SIDE OF POWER POLE 207-24 ASSUMED ELEVATION = 1000,00 i EXISTING CAN --O.H.ELEC. P.P. = - a �� PEDESTALS - - - _ 1.2 - - - 1 _ ,__ _ _- ,g` - - -- - S 09 1550" E --- O 2.2' -`- - �S All rr E 1= _ 488.02' � fi _ ' FOUND �'6 REBAR � , �' _ r - ^ - � -� „� - �e� EXISTING TEL�' 1 U T I L I �1 Y EASEMENT - --- PEDESTALS.(1005) 1 ,�'�'PEDESTAL P.P. I_L _EASEMENT ENT .0� O J - _OQHELEC.-- - EXISTING GRAVEL DRIVE GENERAL AREA OF PERCOLAT/ON _ � _, - -- _ TESTS AND SOIL PROF/LE BY _ d r / 255.00 r---- INSTALL SPLASH PLATE . EAGLE COUNTY ON 11/13/95e I L $ , DO' 15'S0" E _ 6, 1NFJLTRATOR CHAMBER AT /NET CHAMBER (TYP) _ - 0 SEE DET4/L � 1� z ( (985) FOU, �D #4 kE,6AR P. P. I INSTALL CLEANOUT _ / W/PLASTF-L 4P L`' f AT BEND 0 - f EXISTING PAVED DRI✓E d EXISTiA6 TELE. - y. - I CLEANOUT \ / 10' (A//n) i f � _ v PEDESTAL PORT (>�) P4' SOLID VC Y 1250 GALLON T► 0 COMPARTA•!ENT SEPTC Q /� Cj TANK, SEE DETAIL � / C:) INSTALL CLEANOUTtiBETMEEN� J , -(995 n-HOtfSE AND SEPTIC `-TANK.--" 1 _ 4" SOLD PVC P.P..�., 0 1L4" { _ / PER FOOT LOPE (MAX) t" FOUND J4 REBAR J EXIST'l.G EXISTING EDGE OF (' W ALUM y'U.M CAP ,,, GRAVEL ROAD L.S. 6827 / BUILD/, ry r� 1 / lx t f V i-RDPCSE::' SuPF ACE � / i f ) =~ SO* ELBOW (TYP) �I y/ 2% (MIN) � /NSTALLA TION NOTES y I { / (f ------- � --- L/hE BETHEEN HOUSE AND SEPTIC TANK SHALL HAVE A vAx,,,vijv SLOPE ' 7ZZ2� .' ELBOW _ _ 4" SOLID I OF 114" PER FOOT. BENDS SHALL NOT EXCEED 45 DEGREES. ONE CLEANOUT (TYF) PVC PIPE SHALL BE INSTALLED BETAE'EN THE HOUSE AND SEPTIC TANK r I I i SEP P, t _ i . i f 2• C SYSTEM MA TER/ALS AND /NSTALLA TON SHALL MEET THE EAGLE COUNTY :NFILTRATOR CHAMBER �� ' ; 1 ENVIRONMENTAL HEALTH D/Vi51ON, L"rD/V'D��A' S�wAG� DISPOSAL syST�M PF,, • r P.P. �_------ I /-/ A If1A - \ 4 RELOCATED IRRIGATION DITCH- r 1 - LINE WITH IMPERVIOUS MATERIAL (I.E PVC LINER) SHED VCROACH_FS I r'Tn C o tn \_ 3 EXISTi"I'G SHE, REISTRrAN, FLOOD f-- FILITY EASEMENT LOT c FOUND ly4 REBAR I 55,825 S.F. W/PLASTIC CAP 1.28 ACRFS l FOUND t4 REBAR - / • ` .�• ;XISTING EDGE OF STREAM W/PLASTIC CAP �s�• -` O ' `�• ..-• ' 7 L'<ECREEK��' -_ _ GRAPHIC SCALE 20 0 10 20 40 ( LN FEET ) 1 inch = 20 it" so SUP. VEY NO TES 1. BEARINGS BASED ON LAKE CREEK SUBDIVISION, FILING N0.2 PLAT. BEARING IN PARENTHESIS ARE FROM LAKE CREEK MEA.DOryS SUBDIVISION PLAT. 2. TOPOGRAPHIC INFORMATION FROM INTER -MOUNTAIN ENGINEERING, LTD TOPOGRAPHIC MAP DATED 12-14-95. LEGEIVLr" _r EXISTING 5' CONTOUR LINE EXISTING 1' CONTOUR LINE PROPOSED 5' CONTOUR LkAvE PROPOSED 1 ' CONTOUR LINE (7660) EXISTING ELEVATION P.P. EXISTING POWER POLE O.H.ELEC. OVER -HEAD ELECTRIC THE STANDARD INFILTRATORa CHAMBER No Scale SPECIFICATIONS i STANDARD INFILTRATOR* HIGH CAPACITY INFILTRATOR* ,SIZE I 3' x 6.25' x I 3' x 625' x 1.33' WEIGHT 251bs. :,0 Lbs. STORAGE 10.3 W (77 od.) I 16.3 fP (122 0.) 1:11 IL 11-1 vn U 1.l R dUl pl Cl. lllJll pll1l K VI 1111 IIIiU1CN :,)'5iE3rTZ. LCC. t RCAS TO BE LAID LEVEL I 9 2' L--------- } � MEDIUM SAND (0.2-0.6 mm) APPLICATION RATE - 1.2 GPD/SF 3• Cu< 4 0 AV T. S. V V 1250 Gal. Two Compartment Septic Tank Note: � P': { h' fC ` JCT713 5 :nce :s red. Spec. SS S- �\ ' j Providcv- • 1: is :r.e eTy ::96i S :eylli:e 5CCTlp:V -;" dear inSe^ dcce..s deternm - II 55" 4 A IB � I S,_g. I Dimensions I Capacities Approximate Weights W! L I H A" j B Tank Lid Eaf e V,'alls Total q ( I �; s 2. Front Range Precast Concrete 543:4ti r,c 'I,hH m,a L MiI C _ o 9514 3. SEPTC TANK SHALL BE INSTALLED LEVEL AND EACH COMPARTMENT SHALL HAVE REMOVABLE COVERS OR MA,VHOLES K,THIN 8 INCHES OF THE FINISH GRADE FOR CLEANING, INSPECTION, AND MA/Af NA,4'CE 4. INF/L TA TOR CHAMBERS SHALL BE INSTALLED /N TRENCHES ACCORDING TO THE MANUFAC7URERS RECOMM£NDA TONS. TH£ TRENCHES SHALL BE a' FEET rf•7D£ AND 9 FEET ON CENTER.. 7H£ 7XE.NC,HES SHALL BE EXCA VA7TO 4 FF£T DEEP 7'A i F£FT OF PLACE.? FOLLCh_-D BY Tt4f- INF/L TRA Top ChA,4fv£RS APJD 1 FOOT OF COVER SOIL. SEE DETAIL. 5. VEHICLE TRAFFIC SHOULD NOT OCCUR OVER 'HE SEPTC SYS7E-,V 6. SEPTIC SYSTEM SHALL BE /NSPEC7FD BY THE ENGINEER PRIOR TC 9ACKF/LLIN DE-51r,v FL O w DES%GN PE RCOLA TON RA 7E T= 13.6 M/,NOTE PER INCH 6-ER EAGLE COUNTY PERCOLA TION 7£S 7S 71/13195,1 NLI'NO ER OF BEDROOMS = 4 MAX,°MUM DA1 Y FL0W = Or c)r (21nCx - 4 BDRMS x 2 PEOPLE/BDRM )r 75 GALLOrIS/PERSON/BDRM X 15C9• CernCX = 900 GALLONS PER DA Y (GPD) SEP TIC. I AN.( V = OmG)e X 3v^ti!S 24hrs v = 900 x 30 = 7125 GALLONS ?4 ACCORDING TO TABLE 4 OF EAGLE COUNTY REGS - V,1N/44U.4f SEPTIC TA VK SIZE FOR 4 BEDROOMS IS 1,250 GALLONS USE A 1, 250 GALLON TKO COMPAR TMENT SEP TIC TAN F..�� 00 00 V CN r" 1 00 X 0 � 0 • O t.C) Lr) .0 O v � � O o CT O 01 ~� rnU co CN (n X u W o� m v- o 0 E co O 01-08-96 JOB# 954126 DRWN: MLM ENG MLM FI LE: V ait vo LQ C9 Lu o� o� � W � S J to w \ry ALPSO.R.a TION AREA A=Omox� 5 A= 900 I j 8= 669 Sr W 5 EAGLE COUNTY SO;L PROFILE /Nu^ICA ;ES THE POSSIBILITY OF M07TLE0 SOIL AT 5 FEET BELOW THE EXISTING GRAVE TIH£REFORE INFILTRATOR 77?ENCHES SHALL BE EXCA VAT£D TC FOUR FEET _0U F"•�-i SEL 0,W THE EX/ST,'NG GRADE. TOO FEET OF MEDIU'Af SAND N77H AN APPROXIMA TE � APPL /CA TION RA TE OF 1. 2 GPD15F, COEFFICIENT OF UJIFORM/TY (Cu) !!� 4. 0, AND GRAN SIZE 0.2-0.6mm SHALL BE PLACED AP.D COMPACTED. THE 1,AIFiL IRA TGRS SHALL THEN Q =£ PLACED W",'f ONE FOOT OF COVER. SOIL. V00S CREATED DURING EXCA'rA. P,O.N O �L•�{ E. REMOVAL OF CO&BLEB) SHALL BE F,'LL£D W TH TrI£ COURSE-MEDIUV SAND. �- rt+£CK :46cORPT/OA AREA h£c G£D - ►'� T,H 1- r � �Pr,/SF Ti?£kC H BC TTC.(f scrL 5. U DATE APPL ICA TION PA.-E = ABSORP770N AREA 9 _0-0 GAD = 750 SF V 1. 2 6PD15F 0 W USE 750 SF T I A 50 e IN REGUCT`CN THEc'111/RED ABSORPTION AREA FOR U RE O Up rN I -F/L TPA TOR C.'YA,4!BER SYSTEM IN A TRENCH CONFIGURAT,0O., - Nit Q g REGU./RED ABSORPT,'ON AREA = 3,'S SF �-j O INF/L 7RA TOR C!+AMBFR SURFACE AREA = 18 75 SF � U (USE 18 Sr (PER EAGLE COU`hTY REOUEST),) V) REQUIRE IhF/L TRA TORS _ - ABcL'RPT`OP✓ ARt A WQ INFIL 77A TOR SURFACE AREA T7 tF CL 78 SF - 21 CHAVEERS, 3 RC WS OF 7 U � UO _= :jESU1? ACE SOLI CONJI Ti0,AVS J Ld F- CD SOIL PROFILE (PER EAGLE COUNTY 1111JI95 11V I ESTIGA T ION) V) o C.0 - 2. 0' TOPSOIL WITH COE&ES 0' - J 0' LIGHT BROW✓ LOAAMS W TH SOvE PG. LARGE COBBLES S.0' - 7.0' GRAY SANDY SOILS W7TH LARGE COBBLES POSSIBLE EVIDENCE OF GROLNDY✓A TER. AT 6 FT. (AfO TILED SOILS) BOTTOM OF PIT