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HomeMy WebLinkAbout661 Mountain View Rd - 239122202003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2258-03 BUILDING PERMIT NO. 14823 OWNER: TED AND KAREN BRISTOL PHONE: 970-963-8006 MAILING ADDRESS: 218 EAST VALLEY RD., CARBONDALE, CO 81623 APPLICANT: SAME PHONE: SYSTEM LOCATION: 661 MOUNTAIN VIEW RD., CARBONDALE, CO TAX PARCEL NO. 2391-222-02-003 LICENSED INSTALLER: ZAMORA EXCAVATING, JOE ZAMORA,LICENSE NO. 21-03 PHONE: 970-963-1399 DESIGN ENGINEER: TIMBERLINE ENGINEERING, DAVID POWELL PHONE NO. 970-963-9869 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK, 2011 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 63 E036 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN REVISIONS DATED 4/10/03. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE AND EVERY 100 FEET OF EFFLUENT LINE IF TANK IS LOCATED FARTHER THAN 100 FT FROM THE HOUSE. DOUBLE ENCASE THE EFFLUENT LINE FOR 10 FEET ON EACH SIDE OF THE IRRIGATION DITCH AS NOTED ON THE EN- GINEER'S DESIGN. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, DO NOT INSTALL IN WET WEATHER, AND BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVI- RONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: LAURA FAWCETT DATE: APRIL 18, 2003 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 WILL RESULT IN 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: 2011 SQUARE FEET (VIA 63 EQ 36 INFILTRATOR UNITS PER DESIGN) INSTALLED CONCRETE SEPTIC TANK: 1250 GALLONS IS LOCATED 180 DEGREES AND 92 FEET INCHES FROM THE FIRST CLEANOUT ON THE SOUTH SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON 6/13/03. FINAL ENGINEER CERTIFICATION WAS RECEIVED ON 9/24/03. VERIFICATION OF THE DOUBLE ENCASED EFFLUENT LINE UNDER THE IRRIGATION DITCH WAS RECEIVED FROM THE CONTRACTOR ON 10/1/03. THIS SYSTEM IS LARGE ENOUGH FOR A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: OCTOBER 21, 2003 5Gr"(-_b—C:UU1 1U; C3H rMUI'I; tHlvLt WUN I T LNV NtH 7 (16, tits ftiti I U: tiIy f10yb,3Cf37b Incomplete Applications Will NOT Be Accepted (Site Plan MOST be attached) ISDS Permit # o Building Permit # 14, APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85-00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: a19 E, e&4f4j qcgb, 5fe-,10&9. e/ 0,P3 PHONE: 96-4 82191L APPLICANT/CONTACT PERSON: PHONE :1I 9-60(0 LICENSED SYSTEMS CONTRACTOR: �OsEft-� �� A-jAQP-/+ PHONE: Ct>D `6_ I39C'r COMPANY/DBA: � >�oEtA XCl�vlat-I �v� . 1�+ ADDRESS : D �o�c %� 6�0APNPv� `N& PERMIT APPLICATION IS FOR: NJ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Sjj_b; hSfwfJ HO(03"TAiN VtOO FILM-OT: a Legal Description. 0 Tax Parcel Number: Q3'716?,;? 3t QD t 00.3 Lot Size: Physical Address; BUILDING TYPE: (Check applicable category) (,K) Residential/Single Family Number of Bedrooms 3 ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (<) Well ( ) Spring ( ) urface N Public Name of Supplier: ���l�cc.►�TA�ry' �✓s ui !Zz 50141KLIO Z APPLICANT SIGNATURE: a]2� �-��:D, Date: 1, l It I h3 AMOUNT PAID: � RECEIPT # : Y.Q`a r,7 ;3'DATE : J I?le-3 CHECK # CASHIER: STRU C'll ORAL/CPnL ENGINEERING # CONTRACTING + cCIER=D ENERGY DESIGN PROFESSIONAL September 24, 2003 Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631-0179 Re: ISDS Installation Bristol Residence Lot 2, Aspen Mountain View Dear Environmental Health Department: Based on observations of the ISDS construction, the installation of the ISDS for the above residence has been completed and all components which were available for inspections have been installed in accordance with applicable county specifications and plans. We were not contacted to observe the installation of the pipe which crosses the irrigation ditch and cannot verify or certify that it was installed in accordance with the approved plans. If you have any questions, please call me at 963-9869. Sincerel A. ' y 3 David A. Powell, PE ? . Reg. No. 25851 P.O. BOX 631 CARBONDALE, L.YA.lL E, CO. 81623 PHONE V E 970 963 9869 / FAX 970 963 9003 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagle-county.com June 16, 2003 Zamora Excavating Joseph Zamora P.O. Box 754 Carbondale, CO 81623 Dear Mr. Zamora: EAGLE COUNTY RAYMOND P. MERRY, REHS Director On Friday, June 13, 2003, Victor Crocco of the Eagle County Environmental Health Department, performed a final inspection of the septic system located at 661 Mountain View Rd., Carbondale, CO., ISDS Permit #2258-03. It was noted at the time of inspection that several of the trenches, and the double encased pipe for the irrigation ditch, had been back filled prior to the inspection. The practice of burying some system components appears to recur on your installations, and is unacceptable. Please note that standard permit conditions include, "Call Eagle County Environmental Health for the final inspection prior to back filling any part of the installation, or with any questions regarding the installation." According to section 4.03.21, 2c of the Eagle County Land Use Regulations "Installation, renovation, or repair of any individual sewage disposal system shall be in compliance with these Regulations and with the conditions set out in the installation permit." It is your responsibility become familiar with the conditions of each permit before beginning construction. Also, section 4.03.28, (2) of said Regulations states, "No city or town occupancy permit shall be issued to any person for the use of a building which is not serviced by a sewage treatment works until a final inspection of the individual sewage disposal system has been issued by the Eagle County Environmental Health Department, and the installation has received the approval of same." In order for our department to approve an installation we need to see all of the installed components of the installation. That includes the connections of the chambers, the effluent lines, "t's" in the septic tanks, etc ... not just the uncovered ends of the trenches. On rare occasions when site conditions require the back filling of some parts of the installation, special arrangements may be made with our department but you need to contact us in advance and get . direction from us before proceeding. Under no circumstances are you to back fill any part of an installation without the approval of this department. Be advised that this department will not approve systems that are partially or completely covered prior to our inspection. In the future you may be asked to uncover system components before approval is granted. The Eagle County Environmental Health Department makes every effort to be accommodating in regards to scheduling inspections. At least 24 hours advanced notice is required for inspections, but 48 hours notice would be greatly appreciated for installations in the Roaring Fork Valley. Sincerely, Ra' Director Eagle County Env�nmen a ea OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 r Established 2 973 September 30, 2003 ZAMDRA EXCAVATING, INC. P.O. Box 754 Carbondale, CO 81623 (303) 963-1399 From: Zamora Excavating, Inc. P.O. Box 754 Carbondale, Colorado $ 1623 To: Eagle County Environmental Health Dept. P.C. Box 179 Eagle, Colorado 81631 Re: Ted Bristol Property Lot 2, ,Aspen Mountain View Eagle County, Colorado Permit ##225803 This is to certify, that on the above captioned property, I double encased the affluent line for 10' on each side of the imgation ditch as Noted on the engineer's design by Timberline. If you have further questions regarding this matter please feel free to call me at (970) 963-1.399. Thank you. -is IM Zamora Excavating, Inc. Excavating and Trucking SBA 8(a) and MBE approved minority contractor nrT_-1 -= nM 7 1.I=M (20- -?nM Tr) - =or-f C r1" i WTV Gnn f ucai TW pine== a G1-4 eCPteC.h May 20, 2002 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone:970-945-7988 Fax:970-945-8454 hpgeo@hpgeotech.com Ted Bristol 218 East Valley Road Carbondale, Colorado 81623 Job No. 102 323 Subject: Percolation Testing, Lot 2, Oak Ridge II, 0699 Mountain View Road, Missouri Heights, Eagle County, Colorado Dear Mr. Bristol: As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The work was done in accordance with our agreement for Professional Services to you, dated May 8, 2002. The subsoil study for foundation design will be performed when access to the building area north of the irrigation ditch is available. A Profile Pit and three percolation test holes were excavated on May 16, 2002 at the locations shown on Fig. 1. The subsoils exposed in the Profile Pit, below of about 0.5 feet of topsoil, consisted of 21/2 feet of sandy clay overlying silty sandy gravel with basalt cobbles and boulders to the bottom pit depth of 8 feet. No free water was observed in the pit and the soils were slightly moist to moist. Percolation test holes were hand dug in the bottom of shallow backhoe pits and presoaked with water on May 16, 2002. Percolation testing was conducted on May 17, 2002, by a representative of Hepworth Pawlak Geotechnical, Inc. The percolation test were conducted in the silty sandy gravel material below the upper sandy clay soils. The percolation test restd[s are summarized on Table I. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. If you have any questions or need further assistance, please call our office. Sincerely, HEEPPW RTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller " Re By: ��p *a 3. SEXE �N' Daniel E. Hardin, P.E. ZA "3 LEE/djb=- NAL LOT 3 MOUNTAIN WEw ROAD APPROXIAMTE SCALE 1 " = 6 0' LOT 1 102 323 1 GEO ECHNICALW INC. I LOCATION OF PERCOLATION TEST HOLES I Fig. 1 I I II HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 102 323 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P1 43 15 water added 6 5 3/8 5/8 40 5 3/8 4 7/8 1/2 4 7/8 4 1/4 5/8 4 1/4 3 7/8 3/8 5 5/8 5 1/2 1/8 5 1/2 5 1/8 3/8 5 1/8 4 5/8 1/2 4 5/8 4318 1/4 P2 44 15 5 1 /4 4 1 /2 3/4 45 4 1/2 4 1/8 3/8 4 1/8 3 1/2 5/8 3 1/2 3 1/4 1/4 3114 3 1/4 3 2 5/8 3/8 2 5/8 2 1/4 3/8 2 1 /4 2 1/4 P3 48 15 water added 6 5 1 11 5 4 1 4 2 3/8 1 5/8 g 1/4 7 3/8 1 7/8 7318 5 3/4 1 5/8 5 3/4 4 1/2 1 1/4 4 1/2 3 .1 1/2 3 1 1 3/4 1 1/4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 16, 2002.. Percolation tests were conducted on May 17, 2002. The average percolation rate is based on the last three readings of each test. ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH OWNER: a -PHSYSICAL ADDRESS: 0- LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE (V I mmmm TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: AL HEALTH SPECIALIST DATE Solt j cju 1 L $ .� � 5 n`V ZSDS �.-_ Tom =821 . Ummat'± an6" % 3" 0 3 • ftffs Asa Tank is J 1 '�, o al . Tank yaterial L ©N �r• e Q ..� — � l reel fZe! � t r 5 A. C. `9 c to 6- j T a. Tmk is located y�ft. and 1. ---09. �..�., Tank is located eft. and -Aegreea f Tank set level. -.Tank 'lids 6R of finished grad. : .� . Size of field 100 `� ft � units lineal ft_ Technology TA,-� t l a 0 r - H 0 v I z 2 2 3 Cleanout is installed in between tank and ' house (* l/iooft) . _-LThere is a "T` that goes -down 4 fi4ches in the inlet apd :. outlet of the tank: t',�' Itt . Vinci :cutlet, 1s dea2ed ivth t ..pe,�: 9aslt ,eE ', :r. a tj`<gentB:ttt Vie`°ors .fit house 3 >. �tce- and icelarFtx� .. ; ... :.:..r 'Depth of field 3 '-LI °ft. °9oil interface raked. - r"pecticn portals at .tile end. Of each trench_, pro;mr distance to setbacks_ Cy,asjbers properly installed as per. manufacturers specif*cations (Ctzaa�bers latched. end plates .properly installed, rocks. removed from trenches, etc _ } S CrA 3 P -34 . Type of pipe used for building sewer. line %� pp�t jr° y TeachL field Other41- 3 36 �[ v .? led Lwow fors to installer's fill if recosaeadstions for improVesent .`►ere suggested. ACnC@f TAKEN: - fN c b G� �O v IA 2. L a, u 5 C O ,v t a c v lL Q.1 P d 5 C C a 5 t v 5 [N 8,�C'V Setbacks . wellpotablehouse Property Lake Dry Tame Drain EltId 100 25 20 10 50 25 10 10 �� 50 10 ID 50 10 10 T y+W -] P.O. BOX 179 s*U NM EAGLE, CO 81631 rr►UMANosry Cy- o c c o DATE CHECKW ea DAM E -...._:............F.._.__.:��..__...._ _ _. _ _ _ — i ? ? ? # - _..__.......s ._......_.— —._.. i..-__...�.__...._.�..._�.�-....q... _ ._ _ __ — _ __• - 14 F §, : lit t � - �---7--:,=, F-...e3--+—.-.r }(r..� } - j .•�i�:._:...3�, � _ i -..... .....s—.....:__._._....i..—_.-7.. � F £ F i � :,' :. F: _.`._.'.';.o±: #• .T ._..- _..3 zs..t- . -j- - _fit* : t.'"•m_ �"�" Y•ri--. }._'--_ '.•. f,i s f E E __..._T.—._.._L_..__.-..i...__.._..-._..r_._.__i_.s--"y'....}.._._.....A_..-.._..i_..._...E_.. _...... _. _ ___ __ ___..t•+'_"i. _ .... -_..... 3- ........ ...__._...�-'— f —p— E E � i ? s ._i_.._...__........... --- ?7TT- - - : mnouc l to i v,,p. sef.m M i v}oati§ ®«M. GVW.. uus owl fo oo . FHDNE mu im i "U54xo 2258-03 Tax #2391-222-02-003 JOB NAME_ Lot #2, Filing 2, BRISTOL' Oak Ridge II, Aspen Mountain View 0� JOB NO.gyp- nR 1 f1P`A1rInN DATE STARTED DATE COMPLETED DATE BILLED ♦ • wl • ' �' I 011 I Nes S�EEI� mom 11 IN NWA �� >_.♦ I 1 y .� i / I r / u 2� jr, - A 1 mma- mm, - i COST SUMMARY TOTALJOB PRICE I%Jgr'%L- MATERIAL 40 Ml�l I i —15, am L-A-2 W1 ff� r—mr, I EFF7, 19 IWIX / INEIN �� -■ _ /. r_.� L i . M 1 I L� ✓ /��4L . • • -■ MISC. COSTS TOTAL JOB 1 r • r GROSS PROFIT _■ LESS OVERHEAD COSTS % OF SELLING PRICE JOB FOLDER Product 278 JOB FOLDER Printed in U.S.A. P 3 G�� S ;s b�13 -C3 f} ► 1 S e i � `- � I-` C� t s �c ,v r !z s C; e ; C (�C c e.[�c��l coJ.v ay L�v�• �:\�r ON `3-�`�'U A)0� b2 Vee �t"'� cu�� -c kirJ� be6t(.41S e G(� wC_s CC,r e-6 . Gt A/ Q "C "` �' 1 * r • S �.. y- C (� nJ 4 V` `--C { Y' W Gi. S Cy (J 1 v�. C� U •.i d Q YZ, V p j+ SS i J _ S j �1 Y� l LSD g �, vt (L (J e- e 10 OvaS �c7f Y1uue Veif I.C:. ic9 N T4,Q� tN . l�rz J\�Uf` reA',c-i" S w it CUvZV �Y �e e �hv cJ� S© Ic.TC1n tvCl Ct'tc3 ( Na� 62 ie'r, L e 6 : Ttn'e, Ver��.ca tdt� �� 1rnd�u�d��=� 1vt�Y�t/i4G��2 Wrtis i>2IDc,c;-k,`J ` f' rr �r+ L �,�.. 5C{-� c± 4 4 .-� c (� -_- 1# t ,.� � . � -� r � { d r S . #(� •v jv e v' � � � /1� U TJ Vt0.-te0cotie t2 e LY1er- L%+ SL to I-t o j tl vde c" C C 1le-3 3 � e �'1^��`k? 1! �- 7j•�. It z �+ rZ 3� •- S a+ Recycled Content 10% Post -Consumer !Es I3-03 - 23,is}cG r5DS -2-2 aci Yin 3E 1 v...ct .7Y2 v.0 h t t,v�� d 5 , Grz:� ' ivy � -1-3 I6rti5 Fat Nf. -7 iv+ 2, r.Y,r9 2 bb t M1 f/r•u AC, 36 C fj 4Is ZQrt I,g, t }fa'rCf•S Y '.7-crS 13r,s'Fof 15,OS 22S- y, c,3 rsF -no Q ! r 7 e a �6 s� ✓ 1 [. ^ 4 t I f ?'� c o o F6 $ JY 1 ti r INLET A. CALCULA TIONS 1. LOADING RATE = 0.45 GAL / SF / DAY 2. DESIGN FLOW = 4 BEDROOMS X 2 X 75 X 1.50 = 900 GALLONS PER DAY 3. REQUIRED SEPTIC TANK CAPACITY = 900 X 1.25 = 1,125 GALLONS USE ONE - 1,250 GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK 4. AB 9I 00 GPD / ( 0. 45 GAL / A = SF / DAY) = 2,000 SF 5. INFILTRATOR TRENCH INSTALLATION (EQ 36): 2,000 SQ. FT. / 31.93 SQ. FT. PER UNIT = 63 UNITS MIN. 63 UNITS * 8.4375 LF / UNIT = 532 LF OF TRENCH MINIMUM. INSTALL TRENCHES IN 100' MAXIMUM REACH LENGTHS (11 UNITS) W/ LAST TRENCH LENGTH THE REMAINDER. 6. CLEARANCE BETWEEN LEACH FIELD AND DITCH, STREAM OR POND 50 + 8,* ((1125-1000)/100) = 60 FEET 7. WATERLINE SETBACK DISTANCE 10 FEET TO TANK, 25 FEET TO FIELD B. GENERAL NOTES 1. THE INFILTRATOR TRENCH BOTTOMS SHALL BE LEVEL (+/- 0.1 FEET , TRENCHES MUST BE PLACES IN NATURAL GROUND (NOT IN FILL) AN BACKFILL MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE TRENCHES. 2. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 3034 PVC PIPE. A MINIMUM OF I CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDE THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE INFILTRATOR TRENCH SYSTEM MUST BE INSTALLED AS FOLLOWS: THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTM 3034 PVC PIPE. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 7. INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE INSPECTION PORTS AT THE END OF EACH TRENCH. 9. PROVIDE EFFLUENT FILTER IN SEPTIC TANK OR EFFLUENT LINE TO FIELD. PLAN W LBPLE IC TEE INSTALLED TO IBLE FROM MANHOLE 6 IN. MAX. BACKFILL OVER OPENING COVER OF MANHOLE. —� A O-o WATER LEVEL — 14' INVERT TO BOTTOM OF FLUID EXTENSION TRANSFER SECTION `-TANK BEEFORE ENGINEER F NALE INSTALLATION WATER TABLE NK LE OR LINE CONNECTIONS TO TANK. SEPTIC TANK DETAIL NOT TO SCALE NATURAL BACKFILL NATURAL GROUND--/ "711-" 22" UPPER EXT,;ENSJOU OF INLET AND EXIT TEES SHALL BE WITHIN 1 IN. OF TOP OF TANK INSTALL OUTLET FILTER IN TANK OR BETWEEN TANK AND FIELD 14" INVERT TO BOTTOM OF EXTENSION S73°18'03" E 208.81' - S G___-------- 'O 4 BEDROOM HOUSE —----------------- -- — CLEANOUT oN _ EM BUILDING NCE. CD o _----- ---- \s Q) OL-- _ _ _ o RAM PIN 5\ \ \ \ ° 1 O_ _ \ _ c \ LEACH FIELD.\ s 1.0 TOR TEEN CH ES lN���TRA \ RATOR UNIT) \ o — \ 32 LF (63 INFILTR �� C) 5 FIRST ,5 TRENCHES, � N \ s U N I�f\S I 1_9 8 IN THE THIRD.ZN \ \ \ ES TO BE FOUNDS\\ �s o TRANSFER F'I\ -Q S OR BEDDED IN \ N NATIVES( -�` A /4\ ,) SCREENED Q� NOTE: DITCH CROSSINGS REQUIRE THAT THE DRINKING WATER OR \ \ \ \ WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET \ PORTS , OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS \ C TI 0 N P " ARE CLOSER THAN TEN (10) FEET. PIPE OF SCHEDULE 40 RATING \ \ INSTALL I N S P F OR BETTERDSUFFICIENT DIAMETER EASILY \ \ \\ N C � �N � S og SLIDE OVER AND COMPLETELYENCASE THE LINE.RIGID END CAPS \ \ \ � ALL TR E p y� � 63 S , OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATER -TIGHT FASHION TO THE ENDS OF THE ENCASEMENT \ \ \\ \ 92.9 _ _ 1— PIPE. THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE \ _ N� R15ER PNO THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT \ \ THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT \ \\ - - R S��RO� p Pa PIPE THE AREA IN WHICH ND CAPS \ \ �� ` E� EC ME �� �RPN �ONC. MUST BE SEALED WITHAN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING MON VIEW SCALE: I " = 20' COPYRIGHT M N 0.4 00 M W o W Z o� wo z w �00 00 Um W o� �C) O � as FAWN BY :DD TDAT�E04/03 REVISIONS 02/06/03 Final 02/27/03 Revise Tank Location 04/01/03 Add Infiltrators 04/07/03 Move Tank SCALE (AS SHOWN:) DRAWING ISDS PLAN NOTES and DETAILS SHEET EQ36 TRENCH NOT TO SCALE