HomeMy WebLinkAbout1000 Colorow Rd - 210713202014INDIVIDUAL 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. 2081-01 BP NO. 1 3 (_3 9__ OWNER: WENDY WILLIAMS PHONE: 415-647-1660 MAILING ADDRESS: 4415 20TH STREET, SAN FRANCISCO, CA 94114 APPLICANT: DAVIS MINIC, MINIC CONSTRUCTION PHONE: 970-904-5066 SYSTEM LOCATION: 1000 COLOROW ROAD, EDWARDS, CO TAX PARCEL NO. 2107-132-02-014 LICENSED INSTALLER: J.A. BASKINS CONSTRUCTION LICENSE NO. 45-01 PHONE: 970-926-3748 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON AUTO SIPHON SEPTIC TANK THAT DELIVERS 281 GALLONS PER DOSE, 950 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA MOUND DESIGN, WITH A PERIMETER OF 119FT BY 56 FT, ENGINEER'S DESIGN DATED 2/23/01 SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED FEBRUARY 23, 2001. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS AS FOLLOWS: 108 FEET FROM THE WELL, 58 FEET FROM ANY WATER COURSE, AND 33 FEET FROM DRY GULCHES. ENGINEER TO VERIFY A FOUR FEET SEPARATION TO BEDROCK ENCOUNTERED ON THE SITE. CALL THE DESIGN ENGINEER AND EAGLE COUNTY ENVIRON- MENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATION WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED ENVIRONMENTAL HEALTH APPROVAL --DATE: APRIL 17, 2001 CONDITIONS: I. 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: 950 SQUARE FEET (VIA MOUND DESIGN ) INSTALLED I'.I1N('. TR 6NK: 1 500 GALLONS IS LOCATED DEGREES AND 18 FEET 6 INCHES FROM THE CLEANOUT COMMENTS: THE FINAL INSPECTION WAS DONE BY LAURA FAWCETT OF EAGLE COUNTY AND LUIZA PETROVSKA OF LKP ENGINEERING ON JUNE 25, 2001. ENGINEER FINAL CERTIFICATION WAS RECEIVED ON JULY 2,2001 THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FIVE 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 APPROVAI�L�' DATE: JULY 2, 2001 n1 1♦ Z-I_rJCJ1 roc. CJr rISUi'I. GY1t7LC I.UUI'i I I MW r1r-N 7 f YJJCbl7.]`i7 I U: bbbluclj t': 1 f � Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) p ISDS Permit # d Building Permit # 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 * PERMIT APPLICATION FEE $150.00 * PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00 * SITE VISIT/CONSULTATION FEE $85.00 * REINSPECTION FEE $47.00 * MAKE ALL REMITTANCES PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: W, P MAILING ADDRESS: Sim, %SR-N x �-�iscc� I,C4 PHONE: Wi---3� �e7 /446 APPLICANT/CONTACT PERSON: 474VIO fhItKGAC 6b ir---POC, PHONE: lxl-'SSGG LICENSED SYSTEMS CONTRACTOR: cS�� = �/�S /Iry� ��'sT� PHONE • 37`f� COMPANY/DBA: ADDRESS: `7 r0►-AlZ05� Cn/6 s� PERMIT APPLICATION IS FOR: (�EW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: tOT 34 COc.o Rake sut5 0(v«o�v Tax Parcel Number: 'Z107/32 04o 4 Lot Size: % 7,Ta Physical Address: e6yo C440AOVV R,o; C& 3i BUILDING TYPE: (Check applicable category) (i-' Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms-6 of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (-Well ( ) Spring ( ) Surface ( ) Public Name of Sup lier: APPLICANT SIGNATURE: Date: !��Li2do j_ AMOUNT PAID- RECEIPT # : ` $ 3 _ DATE: CHECK #: _.� 3 CASHIER: u r f ut f /-Uu i. 10.:JD 7 rUDz00U07 L-Kr UNU11VttK11VU 11NU rAut 101 Engineering, Inc. �IV[�/�SOTEC�AfIt:A,�. June 30, 2001 Mr. Dave M-inick P.O. Box 4018 Vail, CO 81658 Dear Dave: RE: Inspection of Septic System lnstallatiton Williams Residence Lot 3A., Colorow, 1000 Colorow Road Eagle County, Colorado Project No. 98160 - Permit No, 2081-01 June 22 and 25, and 28, 2001, we visited the construction site at 1000 Colorow Road, Eagle County, Colorado. The purpose of our site visits was to observe the installation, of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 98160SD.DWG, dated December 4, 1998. The systvn was installed as shown on the above -named drawing. They installed a 1500-gallon., three coMpartments, a precast, coRcrete septic tank by Front Range Precast Concrete. The last compartment of the tank had a siphon installed in it, The tank was installed on the south side of the addition. The cleantout between the addition and the septic tank was as shown on the design drawing. The effluent line was 3" &ureter, sch 40 pvc, connected to the top center of a 3" diameter, central Manifold. Four laterals were constructed, two on each side of the central manifold. The laterals were a 1-1l2" diameter, perforated at them' inverts with 1/4" holes at 30" intervals. The ends of the laterals were capped. The gravel absorption area was 95 feet by 10 feet. The mound Perimeter consisted of mortar type sand with an upslope dimension of 9 feet, 12 feet on each side of the gravel bed and 37 feet below. The inspection ports on both sides of the gravel bed were installed at the time of our last site visit. Also, both opening to the septic tank, the inlet and the outlet, were sealed around tine pipe to prevent outside water from entering the tank. If you have any questions, please do not hesitate to call. Sincerely, It r euzaetrovska, a , Presidernt>s: rA 2� �b.a.oe. CC. Ms. Laura Fawcett, Eagle County Environmental health Division, fax: 328-0349 C',IMyFiI cslcpreldodW pdo�1p81604S3-mwnd.wr+p P.O. B©x 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9099 Fax TIII _4 _7flfl4 CI Ihl M7. CCMM Tn. l7ne'l 177 !`I -II IA IT4l rA 111 11rn] T11 tj I I t:) I I /- ri t:).L 10 ; �:3 'j f u 'i zo 'i uo'� Engineering, Inc. CMUGEOMUMCAL t--tecli— — I . ......... ............ M 1� I L-Kr LNUINLLKINU INU 11AUL uz ? %I ZT sit H 4-0 1 VP V11 r-- .... ........ C'n o ....... . .... ... . ..... ...... .. .... ..... .... .... ... ....... .... ... ........ .. ........ ! ........ . .. ............ ........... .......... ... ........ ... ............... .. . ...... .... L ........... ........... ........... . ..... ....... .... ..... . .. ........ ............ . . ...... ... ....... ........ ....... ......... ........... .. .. ....... ......... ... ... LL 11 if .._ N..._....... •..;....._. �.,.... _, .,,ern• ..._ :..,-:.x ._.. >#._._ _......�_.'• c ..i..... _ -C ... .... ..... j.... ........ ..... . ....... ....... . .... . ... ....... CD L09M) ........ .. . . ... .... .. .. . . . ....... ........ . . . ..... .......... .. ..... ..... ...... . ....... P.O. Box 2837, Edwards, CO 81632, (970) 926-9089 Tel, (970) 926-9089 Fax ISDS PERMIT # A d U- 01 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH ,OWNER: / •PHSYSICAL ADD S: / O LEGAL DESCRIPTION: � _Z_� A MAILING ADDRESS: '/yl S ao TYPE OF DWELLING: /ZS F NUMBER OF BEDROOMS: 5 TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL DATE PROFILE n► TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: djLLQ2_N��weylt( ENVIRONMENTAL HEALTH SPECIALIST DATE tA4_L /000 epto rI-U) Pca c'�t,c�.reR,s ISDS Permit #Qp$!—d I Date 619401 dz24 ISDS Final InaRection Q=18teneae Form Tank is 1 S OU gal . Tank Material Clk Tank is located 12ft . and ►`w _01 `Pcfegrees from xiWx a7w± Tank is located f f f t . and degrees from, Tank set level. Tank.lids within 6" of finished grade. Size of field ft2 units lineal ft. Technology cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: -•`let. d outlet is sealed with tar -,tape, rubber gasket etc. dank Yias:• comps;tments with the 3ag+er-.,,cQapaxtment closest to the ,.._,..... house. Meaeure: distance and relative direlct.;©n, ta._.fa eld: ; -..Depth of field. ft. -Soil interface raked. -. Inspection portals at the.end of each trench..Auu� Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) Type of pipe used for building sewer line , leach field 3'► Other 1 '(2 Inspection meets reMairements. // Copy form to installer's file if recommendations for improvement were suggested. ILI ACTION TAKEN: Setbacks+ Well Potable House Property Lake Dry Ta Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Zan& 50 ' 10 5 10 50 10 * 10 EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. O. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFJRE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY -PORTION OF INSTALLED SYSTEM 328-7311 or'949-5257 or 927-3823 PERMIT NO. N ° 588 OWNER: Don Buick ADDRESS: _Avon Center, A•mn, CO 81620 _ SYSTE';' LOCATION: Lot 3 - Colorow - Squaw Croak (Shappirn Suhriivitinn) LICENSED INSTALLER: owner/agent LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: V� 6y gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: l inch in minutes. Absorption Area per Bedroom sq. ft. No. of Bedrooms 9'00 x 3 sq. ft. minimum requirement per bedroom Goo total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: DATE: lVI9 If /�,D, INSPECTOR: **CONDITIONS: 1. All installation must comply with all requirements of the 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 building and zoning 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 III, 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: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. Installed Absorption or Dispersal Area: S o o sq. ft. Installed Septic Tank: y j d o o gallons. Design Engineer of System: Installer of System: a '' Phone: Septic tank cleanout to within 12" of final grade or aerated access ports above grade? Yes �� No _ Proper materials and assembly? Yes ✓ No Compliance with permit requirements? Yes u/ No Compliance with County/State regulations requirements? COMMENTS: O. (Z . "r o "%)e .R.. Yes ✓ No (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE: �— ��— fr'2> INSPECTOR: (z,;,�� RE -INSPECTION DATE: INSPECTOR: RETAIN WITH RECEIPT RECORDS PERMIT NO. N,0_ 588 CHARGES Name of Applicant: Mountain .gtrnrtnra7 „f r0 Percolation Test = $50.00 Name of Owner: non nnirk Permit Fee (includes final inspection) = Amount Paid: $200.00 ALL CHECKS OR MONEY ORDERS ARE TO BE Receipt Number: #1825 MADE PAYABLE TO: EAGLE COUNTY Cashier: Lorraine Funke White and Pink Copies - Environmental Health Department Green Copy - Applicant/Owner PEr,`IT } E� = $1 SiJ FE".CCL."%T i�:i i ES r FEZ = SSO APPLIC ATIO'i FOR SE::f4E DISPDSAL SYSTE'-! PEI.".'.IT Q NAME 'OF OINER: ADDRESS: �o.ta-c�c C_�i�� �/�.� Co. �I �021� PHONE:�o��� NAP;_ OF APPLICANT (IF DIFFERENT FROM 01.-MER):�)1911,10ac� ADDRESS: ip0• oao cLyq z-c�es,� /�nd PHO";E: DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): ADDRESS: PHONE: -PERSO"I RESPONSIBLE FOR INSTALLATIO"I OF SYSTE71": ADDRESS: 4 '/ 76 %6S�2- PHONE: &a?, PFRNIT APPLICATION IS FOR: ( } Mew Installation ( ) Alteration ( :) Repair LOCATION OF PROPOSED FACILITY: County, Lot Size City or Town, if within City or Toan Limits LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: IS SYSTEIM DESIGiIED FOR LESS THAN 2,000 GALLONS PER DAY? Yes ( ) No BUILDING OR SERVICE TYPE: (Check applicable category) Residential - Single-family dwelling ( ) Residential - Triplex ( ) Residential - Duplex ( ) Residential - Quadplex Commercial - State usage . Persons Bedrooms WASTE TYPES: (Check all applicable) - ( ) Commercial or Institutional (X.) Dwel1ing ( ) Garbage Grinder. ( ) Non -domestic wastes ( ) Transient Use ( ) Dishwasher ( ) Other { ) Automatic flasher SOURCE AND TYPE OF WATER SUPPLY: ( Y) Well ( ) Spring ( ) Creek or Stream - - ;._Give depth of all wells within 200 feet of the system: � 6 Z) Y -If supplied.,by community water, give name of supplier: '=.TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEil PROPOSED- Septic Tank ( ) Aeration Plant ( ) Chemical Toilet F;r .i j i... �n.�;�j L i��j (Vi1C.� ', � ?i_•.yc I Iriq It•i.aU .r' l•3e ( ) Pit Privy ( ) Incineration Toilet ( ) P.ecycling, Gther Use ( ) Greywater ( ) Other `WILL EFFLUEFIT BE DISCHARGED DIRECTLY INTO HATERS OF THE STATE?. ( ) Yes (�O No _Signature Date k t t * * * * t * * - INFOR IATIOiI BELO!1 TO BE FILLED OUT BY ENVIRmrE iT!1L HEALTH OFFICER GROUND CO;lDITIO:;S: Percent ground Slope: Depth to Bedrock (per 3' Profile Hole): SOIL PERCOLATION TEST RESULTS: Depth to rirounaarater Table: Pinutes per inch in Hole Ito. 1 Minutes per inch in Hole No. 2 !1inutes per inch in Hole No. 3 FINtIL DIS'rPSAL oY: ( ) l:sorption Trench, Bed or Pit ( ) Evanotr nspiration ( ) ALove Ground Dispersal ( ) Sand Filter ( ) Un_erground Dispersal ( ) '••!aste:•rater Pond ( ) 0tr PERCOLATION TEST FEE: $50 I.S.D.S. APP. # QVINER: �,��%J 3L)IC-)` LEGAL DESCRIPTION: RURAL ADDRESS: TYPE OF DWELLING: # OF BEDROOMS: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATE OF PERCOLATION TEST: (o Zt N_ TYPE OF SOIL: TEST HOLES PRESOAKED? Yes No INCHES OF FALL KIM PERCOLAT ION RATE: JARS --5 MPy RECOMMENDED MINIMUM SEPTIC TANK SIZE: jbcc ,RECOMMENDED MINIMUM LEACH FIELD SIZE: j ccIIy,� RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: Site has been reviewed and tested for percolati ate. i e 113 US It Date Enviro enta t Officer COMMENTS: 1 720 0588 Buick Lot 3 Colorow ; 2081-01 Tax #2107-132-02-014 Squaw Creek Shappera Sub ljo-t 43A, Colorow WILLIAMS JOB N' 1000 Colorow Rd., Edwards 88 Lot 3A, Colorow, Squaw Creek, Shappirc _Subdivision, S uaw Creek,- /OVD COlO �0 W 4 , OB LOCATION PIP — BILL TO DATE STARTED DATE COMPLETED DATE BILLED jA D 7�L JIARttA,J4(1 pl)u-, �'t ect 11tto JOB COST SUMMARY TOTAL SELLING PRICE bA JOl Q,�_ �,j� vIW� TOTAL MATERIAL + • TOTAL LABOR 1112�lo I J,� - - I INSURANCE th jA�� SALES TAX MISC. COSTS �^ /tee cv e U,141 4 U l� TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 �e NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 20$ I-D I Lot 3A totoro W 1000 Coloro v) ka Uwar" 2107-932,-02 -01Lf JOB FOLDER Printed in US.A. -7 --x -Sir ­7 �77 T 2 Z 3 N !e� ca i4T - z gn t �Ij 4 ­n - - Z. 7 71 n, i�-j FO VA A 7701VS f Aiz A- V 10 Because-.o -the: closeness- o he 'b6dro to.-- the grounw q.( wcw--jless-,rn.an­-f r.1 fe, so 40 -New 9 to bedrock J -4 f -GRAPHIC' feet rorri -��aflow the �existln� gro&nd.1 f ck 20 oms -o edro Fb Number WIWI, IN ow --5 -bdrr, sons, ers -20 Om a.� 2 amax 1125� gpd TA 77C CLEANOUT-14i -Inch Diameto -A V Qrj7 oxl2ft -locatation -bj Concre zApproxknoto V - 1406-sallons--� 30 h Us' 1500 -Gall nk' Aron fk- tank tank- should be 7 PUMP-out aqd ed� _rrmoved 0e, -S .7 Qm OxIt 29P s IN.' WA -b6 The -,absorp �m n - with to r V ur- --feet,, Ion -2� --112511. POR7S d d en-sio e Mo 95 00 bet -the onrours., e 7he absorptibn d e?r17 site t Gallon, -Three Comportment Absorption. 90 z h e efirn e -6 119 T -th n d b, feet. long :617if ter-- f 4 sh 611 Concrete Sep tic Tank- --LOT---. 3A,--­-�� 0 with Single -Auto Siphon -OPU- 'imer e a moun -out the -t -the-exces s ed�-slte`for�� the�� oUn Glk er. Du will, sir sys t em, the e. from 17 -on the el6d t Stoke Is, e If e e e -,or dF d pei* n percent. -hove to Cu an any,,exc remove Of.10 t- d essive vegetotl6n�- Ins from he -Z r7ber-to - t o/l ih e dellvetj� be �regraded. 20 pe t J�-�-Viamefer Deliver ­12 01 7 V7 Backfill -and -cornp&ct thi-plpe: trench. e�mound 4 ment Ploc V& r site.� ei--4e�tk pj 6c -C -h - I01 z e the fill. moterial.--v -t e. prepared UM :MJn1r17 Df� eparatlon -from' e yng bedi eridl2shoulc ofhe;'und 'd rock. - 7h e rill mat t - C641� t - ct Tex ture., Son d with th e folk 7 erlstics.. Medium' h :�Sand .00 001: 7-12X'.:--F1ner- Grained Material 4— In f17 tr , otlom. rate.- o -a -4p 7h e'- -Sand. ts- LZ e- Medium -7 h d1s L Tex ture height. th, sand the �mo the evation �b ----should e Sh oo i 01 9P b ed. 01 --e :,�f the f obsorp lion the recomm d stope, bs on the. a e6de sh wn d6talls. - _7 _7 is M htitlon Network Pl-- Mound Perim -agg, Carefully place he�` t egateon-, the -bed.f-7he---cc gate shall -consis �o -a m Wn inch iock.I�Level`the' of. --Inches.--. 7 0 ter t 2 117 ­d th-�' 6 or 2-fth Diamet Lateral 47-feet in 0 distribution e 4�4c:o Inc -diome er, (t Perf 4-Inch holes 12 &h network, over ga� e.� e. Ih dWribu t16n ne t work h tf four, lhi aggre t orated with I/ ofspc e wi es-1 ocea..ever)i.30: ed at ju inches. fhverti:of.-ihelaterols-shafl�' ep d' �e6niisc of b or6t ...... -70 Ioo shaj ce oddi i dep ltoble.back or si r6gat o' ast .2 inches' -Svs tem Co ver[n 2 of the ound M -kxf� Diameter Ceotrol Manifold �:as cla or., over,. Imum Plac a --fiher-tex ured soiZ, tuch the tob -a e thickn s &p go uality byer"the entire moun �6 hches-of od q ;ses, ad, V lace o' e ver. -co lee hoh Seletlon 0 d climate a the-moun -�)ostem:-! -to es .:of:6. in es. ch t %7 o' -th Of -(gecter, the required e su fficieh t ele yo tion differen ce �-7 Due Wth thWd eeh the -disch t P hoh cnd 4he .1aterat k? Verts, on, --I -.own, Aut6 '1h "t Nos -Slph iorg�, n ver s� ompa, z -sho se gallons per q Je C) Pumg Selec iga capcbl&'b -d f delivering 28 u W ern -pump, -�'As­a seconey att ative, �-o verin S)0's t em Also, �-after.- the pu, -an -on--ciarm, 3C t 1 0 �- z , ls�use d Vo e 7he ele ump Inver -and th on1Ab1d1n,v ed s:beh /f-: this -Sys em IWU trols �pumpl j2e 'P 0 C4 -shoffI e- pe diamei -plpe on.both - endi -6f -'the .0 V;O, 4 t� op :oo./ 4q mound.- or:b�o�k, n to the dosing h am -eyc/e7 1he wo ter- �h th e.--An es riiutt: ?r�, drolhT ki to -'the d -"the--pui�pihg t -,mus also gaIns t 9 7&6 t o f h edd dell ��% --t� the 6rt should Yeen t capable -of -40' g 79 prri-- a Instaff 0: inch on, -Th t ABSORP-7701V 16 0 -on- e a- some open --shalf e­at�zth ��te iiiMbix as Ithe-bottom' 77 0W of the�grovel-bed 0 be covered with -a -Ver PAC No 500- GALWN.- SINGLE SIPHON SEPTIC TANK AUTO of -8 in c, es - inspec sh all :)e - 76 bottomt - P- oe h t bottom. 7he--: bo om.,of the pipe 'o !it inspec i A TO f?ACKFXL FOR PIPE' P I V ? EMON 11 ol If ol Foo 41 If I W,#* --1'0 2m 2'�. ROCK: s. -If j­ i-A 7- Y OR TO RJUP - MEDIUM �AND 17U Y -A07WAAWS ADEV DONN TO- 12X SWRC Z7Z z Won T. -A Chambar Per 7 j r et 7 7., "DO Oc' SECTION A:-�-:A 7 1, 4 L: -TO---�SCALE _j to 570 13517BOA40 % 71 7 z�- - r ly w C.3 Z �S- ��14, :7� ? 4JIUjV At vt- f �j T-- J P PRANN &r. 7 S F 1­12 L vt T­�t--71 VA In �71 - -4 DRA WIVO Ara - 98160SD.DWG 6r, NO �S17FRA ?RE -j( -HA WSED -A -SITE PLAN BY A41CHA EL ep ic N It:- ine,CDOVe-S n ULM-= L; z 71 3: -A ssocm TES, I -AST zARD -.7 N DlG177ZED.:FROhf T& --1 % 7, 1��- -�y -4- U.A'i -4 W�n n, -s J, -7 J� 4- 4 4 "DESCRIP770N SWBOL A- DIM -NS ON 10 0 ED B tENG7 MOUND� DEP TH MOUND DEP 7H `­-.2.2 -"-,u BED DEPTH- J D.. CAR -,'A VEDGE -T 7 0 CAP -�-A r CEN 7ER OF BE9 -`1­15 - DO KNSL OPE SETBACK -J7. 6,/, .01,= 9 0 SIDESL 0PE---SE7BA CKk�l �71 K 12 LE -TH MOUND N( -4. 1 YOU WD ND 66 0