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018-1027-80-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Budding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Nam ' City Village X Township Bur avid /~~ m ~~~~o Hammond Townshi C 8M Elev: Insp. BM Elev: BM Description: TANK INFORMATfON TYPE MANUFACTURER CAPACITY Septic a sv Dosing ..~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L I'T. WELL BLDG. Vey Air Intake ROAD Septic ~~ / / / 01 / ~ Dosing $~, ~ Aeration ~ ~ Holding - -° ~..,,...::.. ~. ~ •- - tLtVA I IUIV UA 1 A county: St. Croix Sanitary Permit No: 405189 0 State Plan ID No: Parcel Tax No: 018-1027-80-000 STATION ~ N~ BS HI oy S ELEV. /a~-~ Benchmark ~. Q ~ O~ / ~ ~ ` O Alt. BM sT 1- v s-.9f Bldg. Sewer ~- ,7~ StlHt Inlet ~I • 7 - SUHt Outlet ~~, Dt Inlet ~ ~• Dt Bottom ~' • ~ ~~ • ,7 S~ Header/Man. ~ . (~ Z.~S~ Dist. Pi ~ ~ pe~ ~~ °2 ~ ~ ~ 0~ -~ Bot. Systerr~Q~b z ,1 ~8 ~ /D~ •/ Final Grade ~, y aye St Cov r ~, .3 95-- ~~ 7 2.10 1]1 111A~/GH~LJAAI IAI CAC11A ATIAAI Manufacturer b 1G Demand GPM / Model Number ~ ~ Z ~~ (7 TDH Lift Friction Loss Syste ead TDH Ft Forcemain Lengt I Dia. ~' Dist. to Well f .......,~.~~.. I" v ~ ~uvvrv ~ w~. v , v ~ ~m BED/T ENCH Width ~ Leng~ ~ No. Of T ENSIGNS ` SETBACK SYSTEM TO P/L B INFORMATION _ _ - ~ YP~ yr aYsie~-"C I ° T I /q~ I ' ~y/ ~ I DISTRIBUTION SYSTEM / ~ ~ ~.t~~~.. /..,.<,.:,_ O,t.~ _ Inside Dia. .1/ ~/i~o.J/ Header/Manifold ~ /I Distribution p Pipe(s) / n J x Hole Size i /r x Hole Spacing ~y !? ~~ Vent to Air Inta \ t ~' th Dia Len ~ Q th Dia S acin T`I , ` Len ~ ) ~~ D ` J _ g p g g SOIL COVER z Pressure Systems Only xx Mound Or At-Grade Systems Only `''~'~T'`'`"" , S Depth Over ~ Bed/Trench Center ~ Depth Over Bed/Trench Edges xx Depth of Topsoil xx Seeded/Sodded xx uiched ~ ~1 '' ~ ~ ~~ Yes ~~ No Yes , I No COMMENTS: (Include code discrepencies, persons present, etc.) Inspectio~t~#1: y / ~ y /~dcZl' Inspection #2:~/~~/ b L Location: 923 200th St Hammond, WI 54015 (SW 114 SW 11413 T29N R17W) NA L~oJt 1 ~ ~ T Parcel No: 13.29.17.203 ST' ~J,;~Z 'mOY.o.'tf ~cf~ S/~y.~ 1.) Alt BM Description = 2,) Bldg sewer length = df - amount of cover = IS ~ ~ C ~ ~ ___ _ - - --- i __ -- -- 1 - - 7 _-_ i_- - _ -- I Plan revision Required? ;Yes No , t ~ '~ ~ S ~~~ Use other side for additional information. '__- ~ ~T.vYf/h_ ,,~ ~ ~ '- - -- , ~-6710 (R.3/97) Date Insepctor's Sig ture Cert. No. OR ~ gZ ~ ~~`~' s-~-_ . Sanitary Permit Application Safety 8c Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. `~SCOns~h See reverse side for instructions for completing this application PO Box 7302 Madison WI 53707-7302 Department of Commerce Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04(1)(m)] - , (Submit completed form to county if not .~ / S~7 _Z s _ ~, L $ state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sani Perini tuber ^ Check if revision to previous application S Plan I. D. Number t S ~5z d3 I. Application Information -Please Print all Information Location: Property Owner Name ocation ~roperty L l~ ~v~ ~ ~/J CC ,, Q ~~ 1/4.~w 1/4, S Tz / ,N, R~~]E (or Property Owner's Mailing Address Lot Number Biock Number City State Zip Code ~ Phone Number ' Subdivision Name or CSM Number (v. I~~ 'tk' I~N~I ~ v D l ~ ( IS ~?6~ 07S ~3 Cs w~, (o23$~03 II. Type of Building: (check one) 4i5 ~ltrs p,~,K , 1 or 2 Family Dwelling - No of Bedrooms :~ ^ city ^ Village /~,, dWl~ _ . ~ 'Town of [~T^'~ ^ Public/Commercial (describe use):_ ^ S e-Owned (~~ ZOOZ w t JUN 1 t t Nearest Road - 02 - c-QOd ~ `~ ~~ ~ III. Type of Permit: (Check only one box on line A. Check ox ~ppt~able A) 1. New 2. ^ Replacement 3. ^ Replacem 5. 6. ^ Addition to ystem System Tank Only Existing System $) Permit Number Date Issued ^ A Sanitary Permit was previously issued l V. Type of POWT System: (Check all that apply ^ Non-pressurized In-ground Moun ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.} (Min./inch} Elevation (¢,Dp 3000 ~oo~ ~ 2- r-- C 1~Z.1 S D S~ l VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks st Ti t, /LS'o -- fLS-o ~ jT` ^ ^ ^ ^ f~drK/~ 7S"~o -- S-o ~ ^ ^ ^ ^ VIII. Responsibility Statement I, the undersigned, assume responsibility r ins la of the POWTS shown on the attached plans. Plumber's Name (print) Plu er's Si a (no stamps): MP/MPRS No. Business Phone Number ~ L i~Z ~ 1 ~ 6 Z ~l s-~~3~ Z6 S~ Plumber's Address (Street, City, State, Zi o ) ~SLo 9 7o S ~ ~ ~~ ~, ~ S c~7 ~"/ IX. County/Department Use Only ( A d ^ Disapproved ^ O i I i i Sanitary Permit Fee (Includes Groundwater Surcharge ee) Date Issued Issuing Agent Signature (No stamps) , pprove wner G ven n t al Adverse ~ ~- `~ ~ Determination - S 2 ~ Z X. Conditions of AIP1,proval /Reasons- fo.(r..Disappro_vp~a_l: ~.~.,,, ~ ~~,(~ I ^• ~f IntiMJ'`^"~wr~' d,0 pew dj~1~l ~ Ca~x~C~2 C.6CQAp (drGpQjylQgl( L~1R~V1A.~ W~'0~ ~ I't't.~ ~~ rC~1l ~ , , . . -- . -- " ' "t~ C t Z . ~ ~ Q U. SBD-6398 (R. 07/00) ~ ~ "~ ti $w.Sw.13..z.4-1'~w v vg -tot~•ye-oeo r w` t~~~ 0 6+~ ~ ~ r ~c ; *t ,.,.~.a~zn .1 ~- _ 4~,. ( ~' 4` s:~( (~ ~ ~ y trv t r -t~, '~~ ~~~ ~~~ ~ 1 ~ 3' 2` ~' ~ c s~Q, 4-.~ ~-+ ~ ~.. ,,...;,., 510 ~"'9- ~ !v~ ~~~ v~~ y 4` ~ tS~~ r o-alt .....; S. (~~,~ ~i 1 c.d.,, ~.o~., ~sr .~. ~~ti~ ~. l o~ w+v a.v ~~ X40 ~~~ ~r l w~.~ se~~~ a v .. ~ .1 ~:.,... ~ -t't~QQ K ~ ~. ~ 13 Kit ~~~L~2 a `r~~. ~~ aY a, ~l o ~ z Y.,~~...~~,ls,« O~ Kos >tu(a 7i v~~ S{w4~ss\ ~'~~ z 4 ~ ~. 3 ds ~ i .,6~4 ` ~ _ ..~/~ --rte-- ~ ~- -v~- __...___ ~,4 i.c~ \ ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary May 20, 2002 CUST ID No.139462 TODD L SINZ T L SINZ PLUMBING [NC ES609 708TH AVE MENOMONIE W[ 54751-5520 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/20/2004 ATTN: PON'TS inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARM[CHAEL RD HUDSON W[ 54016 SITE: David Burch 200TH St Town of Hammond St Croix County SWl/4, SW1/4, S13, T29N, R17W Lot: 1, EO R: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object (D No.: 8S22S2 Identification Numbers Transaction ID No. 752103 Site [D No. 644883 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.OI/01) and the "Pressure Distribution Component Manual for Priv~ite Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1,'O1). • Per manual cited above, limited activities are allowed in the area I S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal COltd are prohibited. ~~~~ • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of SO feet from the absorption DE EIV area. chs. N R 811 & 812c N ~ • A Sanitary Permit must be obtained from the county where this project is located in accordance with the SEE CORD requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec, 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. TODD L S(NZ Owner Responsibilities: Page 2 5/20/02 • Comm 83.52 Responsibilities. The owner of a POVb'TS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction(installation/operation. in granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101. l2(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer I[ ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (7l5) 726-2544 Henry F Grote ,Certified Soil Testing ~,.,. - _. t ti David Burch -Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /0l ) Pressure Distribution, SBD-10706-P (O1/Ol) Location: Lot 1, CSM 018-1027-80-000 SW 1/4, SW 1/4, Sec. 13, T 29 N, R 17 W Town: Hammond County: St. Croix Date: May 17, 2002 ~, Owner: David Burch _~ f , s~' ~ ~_ 4 Address: 1848 69th Ave. ~ Frq'~~, ~ ~4 P.(.. ,j ti ~'~ ` t-~ Hamm d, WI 54015 f ~~~~~ Plumber: Tod inz ~-~ `~- °~ .~ _ ,~, ~ °' Signature: License # M 39462 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management ~n~' ~~ED MMfR~e '~NpEN E page 1 of 8 r ;~ ;~ Design Criteria Y ~'S Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfuI100 mL Fats, oils, grease < 30 mg/L 4' Bedrooms x 100 gal/bedroom/day x 1.5 ~' ~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length ~ @ Lateral elevation ` Lateral hole size 1 g in. @ 5~ holes/lateral Lateral volume Total lateral discharge rate Network pressure compensation losses Elevation difference Friction loss Total dynamic head Pump/si~on ~3 gpm @ Manufacturer ~ ° ~-`~ a-v Design Calculations ~ ~'~- gallons/sq. ft. per day ~, l S~ in. ~ Z~ 43.1, l~3 ly ~ 258 ~4. l 410. ~ 1?o t . (. ~.'// ~b ~J S'b 23 .-t 4r ~co.~ ~.s 1~.9 ~ ,~~ ~.~ .t~' S~ Dose volume 1 ~°- Lift/si~on tank ,~ -~ ~ ~~~' `~~ro - ~~b ~~~ ,, „ Septic tank Effluent filter ~~`` ~ '~`~ Measurement pump on and off ~ ~~ 3 Height alarm from tank bottom ~ b ~~' ~ Reserve capacity ~~-~ specs.calcs.res in. o/a ,,., ,,, x ft. of Z in. ft. of "' in. gallons ft. of 2 in. ft. @ bottom of lateral in. ( ~-.g 8 ft.) Spacing holes total gallons gallons/minute @ S^' ~ ft. head ft. ft. ft. @ ~ ~ gallons/minute ft. ft, of head Model # ~ ~ 2- gallons ~S~ gallons tz~~ gallons in. m. gallons Page Z of g T ~~ v bSt -~oZ~.`ye-e+eo N `To .. ~: I-~ 4~.~.0~ ~ . ~ ~,`~ II ~t j'Ff LL'1.~'k'1 y ~. ~~ ~, q.. S=4 ~ ' ~ wti~ ~ L~ ~ IJM,s,S,~~~ ltra.'}y 1b C..o ....t.o i-s.~`c ~,4 T.c) CGJ1r MK II~ -~. ~~. }gyp ~'y.1C. ag~~ \ ~ 41..~~ C - wf,-) ~~ ~ 4SV~ h trale, n.~..~ S. l~ or., , (jse, . 4, ~~w ~~r' i ~ oy ~~ ~0 4, C~u~ ~ re t ~, ~\ ~~a _, _^ . ~1_ C~ ,w , ¢S t•~ t1K Cq4. S a"" d .. `i ~ ~ .•. r ~~ sC K O t 13 K't ~.~L,Q ~ g ~~- ~3 ~z b...1~1~,..~ : S- 4. r.~~. wti.~ l ((~ a, -~ ~ca~. ~.r.i.w. O~~ alt >lutw V ~~(s~, gw~g~0\ t ~'_, 0 c ~«~ . ~~ .~ . ~ S a s~4~ c~osS 5~~~. ~-,o~ - __ .. ., ` (~ (~ 3 Y OG.k 9 SOS 0. G~~M! g~ R4 ~ ~py" ~Ji 1 Ow I Z'~ iQ a.~v , `'° z . 1. ~ / ~ '3 n ,~ w.. S~ ~ b s..~co:1 S«~ ~ z o.v ~.-_ 1 Aso . g" ~~~ ,o M... ~, z ~ .y-~, oil., ~ e~~ `~ ~0,~ - ~.~ 3, _~ O ~f- `~` r.ta' ~~b, t.o - 'I" '•~ Y' w~ ~ f ~- l ~-s . Imo' . ~ ~~ o ~, 4 " ~ ~ ~ ~.~~~ ~.~ o~ s ~, ~...~ ~: o~ ,..~~1 s ~ ~~ o r, o ~ ~ 0.1~ ~~. 1~~•~~ ( C t (~ ~~.vwyr) `"'/(n~.~-~~~.~a~ C,r„YsC T~ i:~w\ ghwdC,Q ~, 1 Z ~~ , Sa, ~: 7'OVCf.. •..e,~ h , 3s'~/~ i ~sl/4 ~ 13s'~44 ~ 3s 3/q. ~~ ~~ r c X ; ~- ~ ~.-~ ..: , IOCKI-JG~GOVfiR "-'~ w.v~N ANC ,c ~BE~ , QvIcK ~~•c.a,y•cT--~ Cr ~.~ la.., ..,.q ~ ----~ GIP6 3' r10 NDISTuaO~D SOIL i~ r aW -2ovt.0 SKET 3bxrJ V P tl'G ~WECTIONS C>`e~ ~ 2.~}~/ ~ . ~><v. ~2.c7 SEPTIC f OoSC 6~~ 24`' 2.D, MAKu01J` A \ 0 c D l3A~FLE ~ y > 4 ,, '~~ T, i+ ~ T Q/v : h O w'Y~ ~.. -Zg.L~„ a~a~ T ON 8~~3" Oct ~,~ i. F oR~r r"1 n ~ N WEATHERPR0~1F ~,JLNCTtCN f~ wc~o N LPL ~S"~ PwlP C OA/ZRF'T'c 6~oCK `, j7/~J7r~,7 ,. P .sue ~~}„ ! G" 4 0 v~.ti`. ... ~' __ =~' J~ ~~~~ ~~ 4c 3' ow-o G~.=u~o '~, ~`~ ~ ; ly _ SPEC.IFI•CATIOIJS ~.~g ~~~ ~ ~. T~1.1~.5 M^-1UFA,CTURCR: ~~ ~~ ~} (DUMBER OF pOSCS: _ PE k Cam- TA1JK SIZ C ; ~ ~'~~ ' ~'~ GALLO-JS • .DOSC VOLUME ~ S , \~~ ~~r~ ALARM /'tiA-~UFACTUfi,CR; IAICLUOIAJ(s bACKfI.OW: ~ ~ (,~~~ ~~; S MODCL -JUNobCR: • `O I 1'} `'`~ CAPACITIES: A _ Z.~.1'} IUCHCS OK ~2.1~ i,A, _~, SWITCH TyPC~ ~~..~. wtb . Z- 34,1Q 8= IuC~ESOa ~~ " ~..~.~,,; PUMP MAIJUFAGTURCR; ~ 1 p C n ~~~~IUCNES OH `~ l.C~ : ~ ~ _. L: , MODEL AJUMDCR; E~ Z D^ ~ INCHES GR ~°2'~'LG~~.~,_~ ~W~TCN T!lPC: ~Q.b.+~v w IJQTE• PUMP AWO ALAR/~ ARC TO DC M11JIM1UM DISCHARGC RATe 20'S G-M INSTALLED 0-J SEP~R~TC CiKC'~~`:. VERTICAL DIFFERft\JCC DETWCCIJ PUMP OFf AAIp OISTRIDUTIOIJ PIPE.. `~~~ FEET + Mi1Jih1UM -JETWORK SUPPLY PRCtiURE ~ 5'~ FEET ~' ~' ~ ~ ~ + `~3 FCET OF FORC[ MAIIJ X ~~`~I F~ / 1001[FRICTIOIJ FACTOR. ~.~'~ FEET ~ ~' ^ ~ ~,,,,~ TOTAL Dy1.lAMIC HEAD .. 2.g'~a FEET • • t.4~" I-JTER-JA ~ $ ,Y ~. ~, L DIMEIJSIOAJt 0/ TAIJK~ LEI.Ifi7H ;WIDTH _____~.~ i LIQUID OE P'r H --1 z ~I TOTAL DYNAMIC HEA~/CAPACITY PER MINUTE EFFLUENT AND DEWATERING 0 a w U_ a z r 0 a 0 MODEL 152 153 Feet Meters 'I Gal. Liters Gol. ,Liters 5 '.5 69 ~ 261 77 i 291 ' 10 ' 3.? 61 ~ 231 70 265 I 15 a.6 53 I 201 61 231 20 ; 6.1 44 167 52 ' 97 25 7.6 34 129 42 ; ' S9 30 35 I 9.1 ~ 10.7 ~ 23 -- 87 ~ -- I 33 22 ', ' 25 85 40 12.2 - -- i 11 c2 'ock Vaive !38.0 Ff . (11.6m),a40 F; !'3eml' 0145W FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available tor'outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 152/153 Series 1521153 MODELS Control Selection _ _ _ Volts•Ph Model Mode Am a Sim lex Du lex _ 115 t N 152 ~ Non 8.5 1 2 or 3 _ BN152~ 115 1 I Auto 8.5 Included 2 or 3 2301 E152 Non 4.3 _ 1 ~ _2or3 _ __ BE 152 ~ 230 t I Auto 4.3 Included 2 N 153 -115 1 Non 10.5 1 2 or 3 13 15 1 ~ Auto BN15 13 10.5 Included 2 or 3 _ _ ~ 230 1 Non E 153 5.3 1 2 or 3 _ BE153T 230 1 Auto 5.3 Induded 2or3 O CAUTION All installation of controls, protection devices and wiring should be done by a quallfled licensed electrician. All electrical and safety codes should be followed including the moat recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). ~ ~~ 6 ~~4 . 27/~i-~--~+..4 5/9-~il : ~~ ---r -T -T-- I _ '. /4 Y I -__~_ ~~ I -1-------- I ~ sKZOS4 SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E•Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. ~ a~ ~ RESERVE POWERED DESIGN ~~ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. =~ MAIL T0: P.O. BOX 16347 `~ ~~~~1, ,~ Louisville, KY 40256-0347 Manufacturers ol. . - 1..' f/.r' J~.'\!V ® SHIP TO: 3649 Cane Run Road Louisville, KY 40211.1961 QUaurr PUMPS SHCE /9,99 http://www.zoelleccom - PUMP !O. (~2) 778.2131 ~ 1(800) 928-PUMP FAX !5021 774-3624 © Copyright 2000 Zoeller Co. All rights reserved ""'~~' 0 80 160 240 320 • System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. [f problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715-235-2644, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or comparhnent to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly, 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. 1 f construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. !f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. l 0. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 o- ' Wisconsin Department of Commerce Division of Safety and Buildings r~R1~~~gL, SOIL EVALUATION REPORT in arrnrdanca with Cnmm R5 WLC_ Adm_ COdE 1522 . Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 018-1027-80-000 S 3 7G' ~~ ~~l 5 d Z Please pr / 5 J int all information. viewed By Date Personal information you provide may used f r~rEgt~~ n acy Law s. 15.Od (1) (m)). ~N Z Property Owner Property Location Burch, David Govt. lot SW 1/4 SW 1/4 S 13 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1848 69th Ave. ~i,Olx COUNTY 1 CSM City Stat Zip Co~ItAfttsni~d6lfllfer City ~ Village ; Town Nearest Road Hammond ~ WI 54015 715-796-7075 Hammond 200Th St. Use: Residential / Number of bedrooms 4 Code derived desi n flow rate 600 GPD New Construction 9 ;Replacement Public or commercial -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 150' rock unit mound on 100.4 contour as upslope edge of rock w/ 1.75' sand fill Boring # --~ Boring Pit Ground Surface elev. 100.4 ft . Depth to limiting factor 19 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/3 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 4-10 10YR 3/3 - sil 2 f-m sbk mvfr cs 1 m .5 .8 3 10-19 10YR 4/4 - sicl 1 f-m sbk mvfr cs 1f .2 .3 4 19-26 10YR 4/4 c2p 7.5YR 5/8,5/3 scl 0 m mvfr - - 0 0 Boring # .Boring /I Pit Ground Surface elev. 98.5 ft. Depth to limiting factor 15 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10YR 3/3 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 ~ 9-15 10YR 4/4 - sicl 1 f sbk. mvfr cs 1m .2 .3 3 ~ 15- 4 10YR 4/4 c2p 7.5YR 5/8,5/3 scl 0 m mvfr - - 0 0 " tTTlUent $l = tiUUS> 3U < "L"LU mg/L and T55 >30 < 1517 mg/L ~ Effluent #2 =GODS < 30 mg/L and T55 < 30 mgC CST Name (Please Print) Si a re: ~ CST Number k . Henry F. Grote ~ ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 4/28/2002 715-233-0398 ~~ Property Owner Burch, Ddvid Parcel tD # 018-1027-80-000 Page , 2 of 3 ` Boring # -..~ Boring ' /J Pit Ground Surface elev. 100.4 ft. Depth to limiting factor 18 'n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10YR 3/3 - sil 2 f sbk mvfr gs 1f/m .5 .8 2 5-9 10YR 3/3 - sil 2 f-m sbk mvfr cs 1 m .5 .8 3 9-18 10YR 4/4 - sicl 1 f-m sbk mvfr cs 1 m .2 .3 4 18-26 10YR 414 c2p 7.5YR 5/8,5/3 sci 0 m mvfr - - 0 0 I Boring # l Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ^ Boring # ~ boring Y j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I I 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-315 ] or TTY 608-264-8777. SBD-8130 (R.07/00) Certified Shc Testing n v bfj -~m27r-ye-veo N ~e ; +. stil.a~aa -l ~ j ~ Lv !hj S W ~ SW . ~3.~ Z4- ~~w 4~,. S=4 S ~r~ (,41.t) a .,. ~ +t L:..., L9` ~ n~ ~~~~ »ag~) C~~~-~ -K ~w~oti:43 ~~00.~5 yn~ ~- ~~ . ~~^° n ~ a i ~~o /,F ~ cb~ a •t ca,~ono ~) ~~ ~ ~3 ~~~• a'Rb ~ ' }~ ' 4 t s ~'ti~ Cl~ •, l 0.4 w+ ~ o,v ~ ~3 K't .~..Q¢ ~ bye : ~«~-•.s ~a ~•..1~.~. : S. ~. h.S~1~..~.r-~i .Qa, K o e; ~..l~..s. ~„~,. OL4+. ~[LS > Ewa -b+. s:~. ~_~ ~',:`- ~3 d~3! - --- ~-- I d6/05/2d02 22: ~$ Fr1Ii 1715252592 TLSINZPLLiIzdBING 4~6. U1'iau ,Flt: ln: 1i F~1 i1.5 3,96 sG,9d ST" CR1 CO ZiINI?~G ST CROIX CtJU1~iT''k' SEI'T1C TANK. MiAINT&!NANC~ ~.GRE3PMSN'T' AND OWNER[SFiTF' CF.itT~r~•~`ION FORM t~avnerBtiyCG ~.~. r~ttiiut~ A~t>~S g g `~ ~`' ~~ ....--~~"`y''c ~ w~- 5~fo t ~ o vrt Address _~ ~ ~ - t.~_~. ~ --.~=--- "'''~ r~ ~ y (Verifeatie+~ required frocn Planning Denartmeo8 (ot ne~va eomstrveritftr) Ci![y/State F~arce9 Idtntificatiou T~tttrnbor ~~g" ~~Z~-~D~~ I,,.EGA~ DESG~tIPTION Property L,oratYon ~ `l., ~ `•',, Sec. 13_,_, ~I~~~~°_~~ Town of _ Subdivision -, IAt # ~..~• CertiFed Sarvey heap # -_ ~~~t!o~ .. , volEUne ~ ~ + ~ Page k _~~'.~ eL~' Pa C # Warranty Deed # ,_~,~¢ 2- ~ ~ `~~.~~~ Votume B Spec house Cl y~,~ no C.:st lines identifiable ~ yes ~ no ~jd2 U(Ei SYS M ri AN Draper use and tnaiatenant~ of your septic tiysteci could result is its p~~~ ~~~ to ttaudia wastes. Proper s~cataaauce wasists: of tog out the eegtic tank eve tlnsc ,Years or sooner. if tleadcd t,y a lictnted pt~pcr. W'bat yea put iato the system Z ty can at"leet the fune-tivtt of the scpric tank a.S a trcatmeat stage in the wash: disposal. systets. y T>se prvpetty owtscr agrees t~ sutstait to St. Crai; ZeniaS ~F~A~c~ A' ~C°~1 athe ors-stto aa.socwutsrdi~~ ~ by a sp<,sss system mast~rpltambex,)oui>zcYm~aplumber.testriatedpi~smbeioralicensadptamperrcrityiug ( ) is in proper gperat3ag C~t,diti~n andlor (2) aR~.r enspeetion sad pumping (if ncc~saay). the septic 4atsk ig 3css tbaa l /3 full of sludge. flwc, the ppdersigned ~~c resd the utx,ve raquifements and agree to maintain isc private sewage disposal iystc~ with the sisAdAr3s sit forth, hct~ia. a: set by the Departaugt of Cartmerce and the DCpartszcat of Nattusl Rcs~utccs, State of ~Vis;;vuslu. C.e~ti~"-atioa stating that year septic system lass been urain•.aiaed roust tx eompletul and Tcttunrd to the St Qroix Cotmry Zvttint; O~~ .~itbia 30 ~~ t isatson d,~e. ~~ f.~~~ -- IJAT?Y S GNATC- 4F APPLICANT ..--... n ~ R CER'T'TI~ ICATiC3N I (we) certify tsar sli statements on tb~s fomx •Ic clue ~o tor, b-st of nay (our) l~owledgc. t (we} am (sit-) tl;c owa~r(s} of pt riy d abtwe, by virtrle of a R~r*ranry Qccd recorded in kegist~r of Ueeda bt'Cica. n .i ~ !c~ 1 SIG't~it-TUR.E O ,+:PPLICat~"r Anr infot:station that is tn:s-tcg:cscntzd tang result ~ tLc sanitary pcrm.it: being rvvvkcd by the Zoa:ng I~eparimeat. •""" ••as•• Ibelistle Wlth lAts appilcatJa4: a stampeb tratranty, dce4 tiotr; the Rcg'itsta of Deeds tsft'a~ a cepy of tbecrrc~.tied surray'uiap if't~fsxence is tuad~ i~..thc va~rennty deed . . ~.~ ~ .1527p~~~ 555 Document Number WARRANTY DEED 626645 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI This Daed, made beiwoen RANDY A NYHAGEN RECEI4ED fOR RECORO 07-19-2000 9:30 AM ,Grantor, ~ ~ AND TODD M HERBERS and MICHELLE L HERBERS I:zE wPT i CERT troy fEE: copy fEE: husband and wife, as survivorship marital property .Grantee, R ~ ~ ~; i0 CO Witrtesssth, That the said Grantor, for a valuable oonsideretion of one t>AGES: i .;ollar and other valuable consideration, conveys to Grantee the foNowing descnbed real estate le St. Croix County, State of VViaoonsin: Record Aroa This IS NOT homestead property. Name end ~" Addreu EAGLE VALLEY BANK, N.A. Together with all and singular the hereditaments and appurtenances St. Croix Falls BratlCh thereunto belonging; And Grantor warrants that the title is good, 2202 218th Stf9At indefeasible in fee simple and free and clear of all encumbrences except PO BOx 1106 easements, covenants, and restrictions of record, and will warrant and defend the same, St. CfOix Falls, WI 54024 ~~ I OId 8-1027 X00 A PARCEL OF LAND LOCATED IN PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 13, T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN FURTHER DESCRIBED AS: LOT 1 OF THE CERTIFIED SURVEY MAP FILED IN VOLUME 14, PAGE 3863, AS DOCUMENT NUMBER 623863 "-'-"' Dated this /y day of ~~ 20 ''RAND~~ GEN AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE~QF ~SCONSIN COUNTY OF ST. CROIX ~putgrnrrrrr ~~~~ L, Y . ~-l ~y,,~onaly came txifore me this I y ~ d~a~yy of , 20 authenticated this _ day of _~:_~ . • ' ' ' `(he i~ovs named RANDY A NYHAGE .~ ~Mi~~: • ~Q ' ~ to rl0~~ to bs the person(a) who executed the foregdng signature type ar pMt name :~ •, A U B~ . .~ (} eu ,MEMBER STATE BAR OF WISCONSItf~.,;,yT~ OF W`5( .,n~ >ttlorized by §706.08, WIS. State) THIS INSTRUMENT WAS DRAFTED aY Robert F. Wall ~ r~ Car print name r n u./ !-e.yl-t'SC - L / / 1 >1 ~~ Notary Publb ST. CROIX County, My co missy la permanent. pf not, state exp'vatan date: od I , .) •Nema d persons signing fn any opacity should be typed or printed below Ursir apnsturos. r(~ ~ ~~~ . ' ~ ~a3g6~ CERTIFIED SURVEY MAP LOCATED IN PART OFTHE SW1/4 OF THE SWt/4 OF SECTION 13, T'28N, R17W, TOWN OF NAMMOND, ST. CROIX COUNTY, WISCONSIN. OWNER RANDY NYHAGEN JOEOOHMEN 2~2 HWy •1r BALDWIN, WI 54002 N ~~ ~pwj'~ ~ZYn Is ~~~ o~~ m I ~~ e ~gv y ~` ~ ~iAPPROVED 8T. CROIX COUNTY MaY 2 5 2000 I LEGEND ~ 1' IRON PIPE FOUND Q 1' X 24• IRON PIPE SET WEIGHUVG Wt/4 CORNER 1.13 LBS. PER UNEAR FOOT SECTION 13 • 100' ROADWAY SETBACK UNE m RAILROAD SPIKE FOUND ~ap~~p ac~aao~ ~ o~a~o arr_o4a~c°3~ ~ • SOIL TEST ) NORTH UNE OFTHE SW1/4 OF THE SW1/4 -~ 33.ar rrtirwtud DRNE ~ LOT ~ ^ ~/~ AREA INC. RAM 6.584 ACRES ~ ~~ D 285,946 SO. FT. ~ p T 9 AREA EXC. RAN _ .~~4 ` 6.236 ACRES 27,,63, s0. FT. Knotrsooros;+wlUln Jii Wyelol approvM dsb appwal shall be nuN and void ~ ~o ~~ ~~ ,~,~ I I , I 1~ I 1~ I I I ~ Ip I I I I oo I I~ I~ I 1NQ Ip I 1 I~ lO I I I~ ig ~~ ~~ ^ IUuu I~ Im ~~ ~ ~ ~~ I ~/~ / /~/~ IL/f/ll'J(/ AREA LOT 3 u WC. 3.202 ACRES 139,491 S0. FT. I AREA EXC. RAN 2.720 ACRES 118,480 S0. FT. SW CORNER SECTION 13 STEEL SURVEY MARKER FOUND VERIFIED LOCATION WITH WRNESS MONUMENTS OF RECORD I V • LOT ~ ~ ' AREA INC. RnN s~'27'84E 235.E I~ ~ B 444 ACRES ~~ ~ ~~ ~~ ~~ 1 to FILED `1 hlAt 3 0 2000 - i-a I~ i~ ~~^ ~9 luyu Ig I(~ I - I I lol I I I~ 1 I IQ I 1 I~ I I I I I ~ I o IQp ~ 280.9 S0. FT. LOT 4 ' AREA INC.R/W • AREA EXC. RAM ~ 3.502 ACRES s.9n ACRES ~ ~ 1 ~ 5~ ~ Fr. 280,122 S0. FT. DRIVEED AREA EXC. RAV 3.324 ACRES 144,na so. Fr. 1,2 c o~ ~ ~ _- P'ROPOSED~T a ~ •~ ~ b .rail ~~ ~ moNBB'ZT54"W ~ ~ • .04' ~ 61' 235.43'_1 90TH AVENUE ~ap~~o a~ao~ ---------------------- oO~CD C$3~? 04G~1CSG'3~ SCALE IN FEET 1' ~ 200' 200 0 200 400 $i/4 CORNER SECTION 13 Ne9~z7s4w~ 1974.1T SOUfH UNE OF THE SW1/4 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB N0.00-35 DATE 8.25-00 Vo1.14 Page 3863 'Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings .~-- •--~ ..~ Page of Bur~u of Integrated Services in accordance,,w~i~C~l~rnrv83:09, Wis. Adm. Code . , ., ~, Attach complete site plan on paper not less than S 1/2 x 11 inch~`sln fie. I~Igntfh9st- County , include, but not limited to: vertical and horizontal reference pod~t (~M), dire~tibFl ~~, ~ ~` ~ X percent slope, scale or dimensions, north arrow, and location end cJistance to nearest road. Piarcel LD. # s r -: ~ ~i -- a, - APPLICANT INFORMATION -Please print all i-i'fbrmat~on. ~T ~; ;F~viewed y 1 Date Personal information you provide may be used for secondary purposes (Privacy law s. 1'~:~4Xt,~ )) l~~`; 'r / {~~ Property Owner ;' ,- Property'~~~- VVV /// ~w Jfl ~ ~~/ \; t.....~o Cpt ~ ~~ 1/4 ~(,~/4,S ~ T ,N,R E (or W Property Owner's Mailing ddress Block# Subd. Name or CSM# ® ~ ~~rv 2 - - 3 ~~ City State Zip a Phone Number ^ Village ~ Town Nearest Road , New Construction Use:Residential / Number of bedrooms ~ Addition to existing building ^ Replacement C ^ Public or commercial -Describe: Code derived daily flow ~Jo gpd Recommended design loading rate ~' '?bed, gpd/ft2 ~ Ztrench, gpd/ft2 Absorption area required ~.~ bed, ft2 J7.S~trench, ft2 / Maximum design loading rate! ' ~ bed, gpd/f12 l' Z trench, gpd/ft2 Recommended infiltration surface elevation(s) ~~ / ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation, if applicable ~~ ~ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S U ~S ^ U ^ S ~ U ^ S ~ ^ S ~6l ^ S U SOIL DESCRIPTION REPORT BoriiIng # 1 Ground ~' elev ~.ft. Depth to limiting f for ~in. Boring # Ground elev fin, ~ft. Depth to limiting Horizon Depth Dominant Color Mottles TeMure Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~ ~ , 5 1~' -~; .~ Remarks: t~ 'io~ 0 ~ S~ ~ ~ , 7' , ~ S,- actor l~ in. Remarks: T Name (Please Print) Signature Telephone No. Address ,. A r, Date CST Number PROPERTY OWNER PARCEL I.D.# Boring # Ground ~I tt. Depth to limiting ct ~in. Boring # SOIL DESCRIPTION REPORT ~ ~~ Page of ~_ ~: M ' Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench V O J / ~ ~~ ~h/ ~ S 'i a - ,~~ ~:~~ s~ ~ ~~ ~-s 3 ~ ~ a~ ~ -~- ~~ ~l~ Remarks: Ground elev. tt. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. tt. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench Remarks: Depth to I limiting factor in. Remarks: SBD-8330 (R.9/98) s y 3 / Soil Test Plot Plan Project Name Joseph Dohmen Sha Address 2022 Hwy 12 Baldwin Wi 54002 CSTM #226900 Lot Subdivision ------- Date 2/26/00 S W 1/4 S W 1/4S 13 T 29 N/R 17 W Township Hammond Boring 0 Well PL Property Line BM or VRP Assume Elevation 100 System Elevation '2 ~ 2w~..~_.___-- ---- -=N~' Alt. BM Base of Power ole Guide Wire @ 99.2 Co R IX ,--- C~ Base of Power Pole ~~-r~C ~~c~ .,.