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HomeMy WebLinkAbout018-1090-55-000,~RICIN,gL RECEIVED 15os Wisconsin Department of Commerce SOIL EVALUATION REPO T P e t of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A ~ R 2 2 rtified Soil Testing C unty Attach complete site plan on paper not less than 8'/: x 11 inches in sae. Plan must ix include, but not limited to: vertical and horizontal reference point (BM), direction and p rcel I.DZONING OFFI E percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. _ Please print all information. Reviewed By Date Personal information you provide may be used ror secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Malecek, Dennis Govt. Lot SE 1/4 NE 1/4 S 16 T 29 N R t7 W Property Owner's Mailing Addre$ Lot # Block # Subd. Name or CSM# 7561 Homestead Ave., So. 55 Pheasant Hills City State Zip Code Phone Number _ City Village Town Nearest Road Cottage Grove ~ MN 55016 651-458-8534 Hammond 96Th Ave. / New Construction Use: i/ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ~_: Public or commercial -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: Supplement to Schumaker report: install 10' x 60' rock unit mound on 98.8 contour as upslope edge of rock w/ 1.0' sand fill 19 Boring # Boring ~! Pit Ground Surface elev. X98.5 ft. Depth to limiting factor 52 in. Soil Application Rate Horizon Depth pominant Color Redox Description Texture Structure Consistence Boundary Roots P D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 1 0-4 7.5YR 312 - sl 2 m gr ds cs if/m .5 .9 2 4-11 7.5YR 3/2 - sl 2 f sbk dsh cs 1f .5 .9 3 11-27 10YR 4/4 - sl 2 f-m sbk mvfr cs 1f .5 .9 4 27-36 7.5YR 4/4 - Is 1 m sbk mvfr cs 1 m .7 1.2 5 36-52 7.5YR 4/4 - sl 0 m mfr cs - .3 .5 6 52-56 ?UYR 5/4 c2p 7.5YR 416 scl 0 m mfr - - 0 0 pit profile previously reported for preliminary plat Effluent #1 = BODS> 30 < 220 mg/L and TSS >3 < .150 mg/ • Effluent #2 = BOD < 30 mg/L and TSS < 30 mgL SST Name (Please Print) Signat re: CST Number Henry F. Grote ~ t' - 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/6/2000 715-233-0398 tL V..ti : s a- ~ ~. o+DL ~- ~ ,,\ a.ck. -1~ 1 cP t~ ~ ,.... 1., c ~` s S c9 1~ -~ o<t.9 -S'S-d~~ ,~ ~ ~ ~ ? O i. o Div ~ ~~ ~ ~ ~ ~, . ~ ~ S o-S ~ ~~ ~ ~~ OC$~: tp w }pwr +'~~r~ a- ~ ~ ~`t t •sC lV ~ SS Z s~.~ ~~ ~ .r.4~t /i ~~„ ~~~ ~~~ ~ m~ ~~~ ~..~ ~...~- 1 ~, ll s , F=~~- ~ ~, O ~+M : t~ ~~++wow~ t ~~O q~j'L' ~y`, z 1-..(...Q S~~o ~~ ~0• ~ Q~ 3 9~ 3 ~~ ~¢'o l~Q~.~s~ ~b~•$~' ~~++~ I D.r+-.. as•z I ~ ~3 3 ~, 2. ~ ~~ + ~ fat.;~~ (-a~•~) spa rS-"g, I C~9~~~5 ~~ ~ ~M 1 ~- as.a ~ a r~s-s c. t,.~a.9- d ~ ~, (. ~_~ s _ _.-- - x ,TT~r~ ~~=m =_> > - ,onsin Department of Commerce ~ PRIVATE SEWAGE SYSTEM safety and Building 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)J. Permit Holder's Name: City Village x Township Bonte, Ron Hammond Townshi CST BM Elev: Insp. BM Elev: BM Descdption: / _ /!j0 ~ /dU ~ l ,~ o~ Z /~ ~/c TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ~ I~~ Dosing /~ A (,mob rn~i-~ . Aeration '" j() Holding TANK SETBACK INFORMATION TANK TO WELL BLDG. Vent t Air Intake ROAD Septic ~ I / , ~ ~ y f 0 ac7~ ~ C ~/ Dosing ~ Aeration Holding n~ 111A~/c1~L.1l161 IAI C/'-~M ATIll1U Manufacturer /~ Q ~ ~ ~/ Demand GLE~^C.iL!!/ti (I ~`" GPM Model Number / 5 ,~ 33. TDH Lift Friction Los f Systemds TDH~ ~ I Ft Forcemain Length r l Dia. /, Dist. to well 2 ~1 n i SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 405032 0 State Plan ID No: ~~ ~ / Parcel Tax No: 018-1090-55-000 tt.tvA I Irv v~-1 fa STATIO~v ~S /O S FS /EL~ . ~ Benchmark ~m.,f., ~' ~~~~ Alt. BM . / !oo • 3 Bldg. e iy. 0 9!. St/Ht Inlet ~~ Q Q. SUHt Outlet ~• f Dt Inlet ~~ Dt Bottom . 0 , / . lO eade Man. nO f S Dis Pipe ~ r~ ,' -G ~.9s ~G~-SAS Bot. ystem ~ .D. i.a ~ ~ , Final Grade ~o'l~it/ ~~/ St Cov /~ ~¢ / i I ~~~ •U ~. BED/TRENCH Width ~ Len th / No. Of Trenche ~ PIT DIMENSIONS No. Of Pits ~ Inside Dia. Liquid Depth DIMENSIONS / ~ ~ JJJ / SETBACK SYSTEM TO P/LS BLDG WELL ~. LAK /STREAM LE H G CHAM R OR Manufacturer: INFORMATION Type f ys ~l r~.f , ` / L ~ / ~ i \ ~ n NI Model Number: .Ci l f / ~ i 1'IICTDIR11TIn1U CVCTFM /E-~C D? 1'VI.~SS"1Ris,.O, (.C/-4.P P l~.P 6 r"' Header/Manifold r I Distribution~~ Pipe(s) ~/_ / ~ I x Hole Size u al x Hole Spacing 3 S ~ Vent to A~n $~ ` D~ Z Dia th~ L n ,, Length Dia Spacing ~ l 10 . _ e g .. _ ac cnu rn\/FR .. o-.,..~..-., c..~~....,~ n..l.. .... Mnnnrl nr D+.~ranA SVAfPmS UnIV - - - - Depth Over Depth Over ~ xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center j r BedlTrench Edges , ~ ~/ Topsoil i~~ Yes j~~ No ~~] Yes ~J No COMMENTS: (Include code discrepencies, persons present, etc.) Inspecf #1: ~ /~/ D L Inspection #2: Z/~!~/ //~~ d Location: 1770 96th Av~e„Hammond, WI 54015 (SE 1/4 NE 1/416 T29N R19W) Ph a5'~nt ills Lot 55 ~~ Parcel No: 16.29.17.720 1.) Alt BM Description = ' bJ d~ ' `^"" ~~"~~ , 2.) Bldg sewer length = Z amount of cover = \ ~ / 3. Contour - , --- Use otherlside for additional in Yes • :, No - ' ~ ~ r- J ~ I -~/~~ ___- ~ -- formation. ~ D'te U ~ J Insepctor's ignature Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division County ' 201 W. Was P.O. Box 7162 5T e ro 1~ is~orisin Madi n, VV~~1~' Site Address De ~rtment of Commerce -sG-dt / ??~ qb ~~ Sanitary Permit App ' atibR~ 2 ~~~ Sanitary Permit Number ~J In accord with Comm 83.21, Wis. Adm. Code, personal nformadon you pro ide ^ Check if Revision ~~~~ ma be used for seco ses Privac , sl~d4 I. Application Information -Please Print All Information ~NING OFFICE State Plan LD. Number ' ~~ ~~ /~~ Property Ow~e 's Name Parcel Number fConllq'LD ~JT~ ~cn~s ~C~t D/S- ago-5"S-o~ Property Owner's Mailing Address Property Lo ca t on i `` '' p City, State Zip Code Phone Number Lot Numbs Block Number •~2 ~ S u b d iv is ion N a m e ~ ~ CSM Number ~~~~///~ •"'Viw ~~ (~/y `/ ~"7 D~Y `r 9/ (/(~/~/ ~Vr /W~/- ( D / {~ ]{ ~~ ~,/ '~ /7 ~ / ~ ~ / G / ~~M7~NIIIiv( I'I ~l~ II. Type of Building (check all that apply) ,dig ^~ ^City V~%t~ , 1 or 2 Family Dwelling -Number oP Bedrooms ~~'`v~ ^Villa e ^ Public/Commercial -Describe Use g ownshi ~~~ ^ State Owned /~UU>\IA ~is7"R.~(3cJ~bni C~ZG - ~6'MOS7_. ~~~-- U~ CcnlZu/.' ~~~',l Nearest Road '`~ © ... Q ~ ~ (?~.L = ~Q ~X (p~ Gf> CC~YC( ~S~ ~~ ~Di7~~ - ~f'ld t'~~Z/7~' /~ ~) ~ 9~ ~~ III. Type of Permit: (Check only one box on line A (numbering scheme or internal use). Complete line B if applicable) A' 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use S sum Tank Oni Existin S stem B • ^ Check. if Sanitary Permit Previously Issued Permit Number Date Issued TV. Type of Permit:.(Check all that apply)(numberIng scheme is for internal use)~Jev~ 0 1>%sr C~.U n-,- 91, pU - ti~ J 44 ^ Non -Pressurized In-Ground 2y~ Mound 47 ^ Sand Filter SO ^ Constructed Wetland ~ 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass Sl ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Reciiculating 30 ^ Other V. Dis ersaUTreatment Area Informati on: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Ga~Dgys/$q.Ft.) (Min./Inch) Elevation ' ~ Si SSaat // -- 9 ~ ~ Giro Zoo ,./ ~ 3G v' -- 9 • lD2,pt - VI. Tank Info Capacity in ' .Total Number Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Tanks „ ~~ 3 T ~ ~ - Concrete Constructed Glass N f tZ G~ ~~ ew F..xiatiny Tanks Tanks Septicor~eek /~~ ~~ ~ZSe ~I' ~~ ~• Dosing Chamber /p ~,.. ~~ VII. Responsibility Statement- I, the un fined, responsibility for installation of the POWTS shown on the attached plans. Plumb's Name (Print) Pl is to MP/MFRS Number Business Phone Number ~/ovD L .~l1~v l~/.39y6 Z- ~~S-z3,r Plumber's Address (Street, City, State, Code) ` ' loo 9 708 DiwQr~r~ .t t~ VIII, oust /De artment Use Onl Approved ^ Disapproved S~~' Permit Fee (includes Groundwater Date Issued ent S' o Stamps) ^ Owner Given Initlai Adverse . Surcharge Fee) ~rz% ~( ~ ~ 5 ,, ~ ~ ~j~ , ~ ~i~%~! ~~- / G~1/(i~•., Determination ~ ~[X Conditions of ApprovaUReasons for Disapproval ~ i /cl~~~ ~ ~,-~o ~mn~~ p,~} v FS6i ~-) ~~U+O5EU l~k/U~~iJ~ (,D~~~7RUC~)b~J INOT"~'L~(.~~ G~UII ~ti'lE7Ji ON ~nPi+Cs7c7~ J5~ B~Z~UG<J C~rY1PON'L~/~IT A'~{j~' (J " ' G~l~/NL ~N~/~ / ` t i u C O ~ ~ NAT ~E flLI~GZ.ur~ZJ ~' S ~Ul(,- ~5~ //6TEO.JST11~-~!'Pf?b/i`lti L~'~"~ ~ /YI~k~ s~P..E i'vr~P .c.cs,~lnT SiTJ/I~fIT AG~,.~vC: ~~FLU~iUT AT "OFF''EL~V,~n ~~ L'bVF~- l''lA~P aA2> Y)'IvS'f N0~% ~ECCY/U~f}f:~-D •° /~~~ GLOt(f <<SSZJ3)9A2. TL` /i'ldUNl1 ~'J.-V4OP•/nM-~G~. V~,Z;7T~ f(-sfkP.~i • ~~ a"~t_U~`tJ#'1% ~r~ ~ ~~. Pow~'~ ~. _ ~zs ~ro ~ o LJ~En om ` '~ ~ ~ U f ~~~~ naacn wmp~ere pwns tto [ac county oruy) ror the system on paper not less than Sl/Z x Il Inches'in stye /mil OJJ.i P Sy7t~'I • SBD-6398 t;R. OS/Ol) T ~ ~ ~ , ~ ~ ~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. ustsb www_wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary April 17, 2002 CUST ID No.139462 TODD L S[NZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE W[ 54751-5520 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/17/2004 A7TN: POWTS Inspector ZONING OFFICE ST CRO[X COUNTY SPIA 1101 CARMICHAEL RD HUDSON W[ 54016 s i~.~ , r° ~~7~~~~ / ~ ~yasc 37i SITE: Dennis Malecek l 770 96TH Ave Town of Hammond St Croix County /SE1/4, NEl/4, S16, T29N, Rl7W / Lot: 55, Subdivision: Pheasant Hill FOR: Description: Four Bedroo Mound System Object Type: POWT System Regulated Object ID No.: 847432 Identification Ntttrtbers Transaction ID No. 727173 Site (D No. 643339 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 10(.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.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706-P (N.0 l /O l ). • The off setting (D) is proposed to be at six inches from the bottom of the tank. The pump pad, along with the ~ ~ - kgsuf e im- a iers out of the li uid efFlu-ent belore a ump o sett~n' is reac-hefiThis should be checked_ at time o construction to insure this condition is not encounters is setting may e adjusted, with the inches coming from the reserve capacity area. • The parameters for the mound in situ soils shall be equal to or less than the values outlined in Comm 83.44 (2) (a)Wis. Code Adm. (FOG)=/< 30mg/L, (HODS)=/<220mg/L, (TSS)=/<I SOmg/L. • When this tank is no longer used as a POWTS component, it shall be abandoned by complying with Comm ~~ 83.33. ~ • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. ~ Soil compaction, excavation, vehicular traffic and other similar activities that Impact [Fe treatment and dispersa art (~ are prohibited. !~~ • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c TODD L SMZ Page 2 4/17/02 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Slats. • 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. Slat • 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS 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. [n 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 (01.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries co~icerning 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 Dennis Malecek -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 /01) Pressure Distribution, SBD-10706-P (O1/O1) Location: Lot 55, Pheasant Hills SE 1/4, NE 1/4, Sec. 16, T 29 N, R 17 W ~ ~~ Town: Hammond ~~ ,qA County: St. Croix ;~, ~~ ~~ ~'f- s F Date: April 16, 2002 ~~ ~~p~ O ~O~ Owner: Dennis Malecek ~O Address: 7561 Ho stead Ave., So. ~: Cottage rove, 55016 Plumber: Tod inz Signature: ~~ License # 394 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 +nally ~VED Y page 1 of 8 '" .'. ~ . ~x Design Criteria Y'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 1 SOmg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 4'' Bedrooms x 100 gal/bedroom/day x 1.5 ~''"° gallons/day hydraulic load Design Calculations In situ designed loading rate ~ ~~~ ~ gallons/sq. ft. per day ~ ~ ~P,~z ~,f_~~~L~~, Depth to estimated high ground water ~- Z ~ / in. Depth to bedrock ~ 3 ~ in. Cross slope at system ~ % '"" " Force main length S ~ ~ ft of ~ in Manifold/header length .~, Drain-back - Laterallength ~ @ Lateral elevation -- ~ ~ 3 Lateral hole size ~~b in. @ ~ ~' holes/lateral Lateral volume ~~~ x S~",Y .ayz ~./~~~ Total lateral discharge rate Network pressure compensation losses Elevation difference ~ y . Friction loss 1-~ Total dynamic head Pump/sip~on % gpm @ Manufacturer ~ ° ~~'` e~ Dose volume Lift/si~son tank ~ ~~'~~~~ ~ L,ro-~-n ~ • ~ b ~ ft. of Z in. `{ - ~ gallons t c>o ~ 3 ~ ft. @ bottom of lateral ~i-2 •o in. ( 3•s~ ft.) Spacing ~ ~ holes total \ S ~ ~tb .i gallons ~';'t't° gallons/minute @ eft. head ~ .~~5 ft. t' 1 ~ ft. @ b ~ gallons/minute ts~~~~ ft ~- ~ ft. of head Model # ~ ~ 2. 43 ~ gallons ~ `~~ ~'~~ gallons Septic tank ~' ~' `' Effluent filter ~- w to -t `?'~ Measurement pump on and off b ' 2- Height alarm from tank bottom t;'~ Reserve capacity S4-t+ specs.calcs.res ~ Zm gallons in. in. gallons Page Z of g ~A:.y-w:S Q/ ~-'LO~-O~.K ~ •.~ Q.C~ -~~I O`er ~~~h.y ~O i' S SJ 3.s 4w. \o~ ~---, Ly~~ L " y , ~ ~ ~ ? O 2.0 ~iC 0 t '~ L ~~ V C c.° ~.1L+u.:+ ~~ ~: ~.w ~, ... Sew. ~,....~? ---4.. _.. ~~ t •sC L.J"` wi t~l o s61 s.~1,.,~..,r~(•~ ML01 ~N . ~sa~~- ~ s.~t4' ./ ~ //. t~ ~((r Vi w~i ~a. S ;~- _ ~~ v t s .A,~ 40 ~..k.. c w.w:w ~t. ~,.1L S.. ~~ ~ ~<< ~ ~~ r iJ4 ~~.0 C~,~O ry __ ~ ~, ~ (.~' (a ..~. 3 ~~ ~ .-.t. ° c.r, eK ~,h o'row i r ~ L ~ S~ ~e • ~ ~ `~ • ~'~(s _c~~.d {~~~ TV ~~~.,~?~}~s/IC Ire y, !,v' J • \ J\.~ \f~ ~~I :; j ' ' '•1 3h 2. C~{t~iSY~ „~, ~ q r1 b ~- Sr ~b 2 t.1~~ .g ~~ ;~, N ~'J U =1 ~~ L ~'~U ~/~,~~~, Gi tip! V:.J ' ~`~~~? X,~- _ Y~;_ ~_»>~ -- _,T -_=~: »»» r _. •' ~ • . ~ '1^t. +~ ~ Y' o ~ ! ¢- t ~ ova S ~ ss „ ., Z„ ~C c..v , ~ b~ r 3 / o o b ~ ~ O \ ~ ~ / ~ R~TM \ 1 ~•~ ~ I.l.' ~.s ~ „ w,aSl \ ~ b i,.~co;1 S «~ Z l Av...~ g_~. ' ,~~~,,,,,,..~. Z~t.'8 ~, C ~-- --- _ - • K ' ~_ 4' -~ ~2 ~ te.o za.~ 3.1: ~ ' _ •~ s -•V~' O 1' ..' I~ L ~ '~ 12. b y .~4~ ,~~ ~ I.g~ 1 `1` 1 ` „` q, ~q `~ ^' ~. w w ~S a ~' ~ C 1S- N oT1.,, ~ 47 G++~L t~ v.n. ~ 1.. ti: O'. 4^ C.. 4 ~ U ~. ~ v C O to S ~r v ..+: o y ~,.. a,1 ~ i-o b • ~ ~ o ... c~ ~ r o c. K ~ +~ 1 ~~ .~ s 17 v e. S.~ 4'' t /iS(('~~•~~ QVL Sc..`'~ ~ e~~a ~e..~ _ _. ~ , „~ 1 ~ ,• .~ ~ 1 ~^ l ~ ,.. ~ J` ~ 4++ ~ 4 T ilY ~ , 5 ~ ~ o\ t S trot ' ~ ~ - -~- ~\ ~ ~ -l1JCKING~GOVfiR ---~ W.a~~- iuc ,c ABED . G1v~cK D~~co~~-cT--~ Cr ^~Q-c ----~ PIPE 3~ no NDISTua6~D SOIL, i~ r ~ oW a.ovt0 SKE.T ~M'J U P ~t -WEC.TIONS Clete $q.z..a' ~~ 6'~ 4~" ~~ >~; o n ~ ~i z M~,N WEATNERPRO~F ,IIJNCTION &pc ~~ 7 j7/i7%7i~7 24 `' 2 .L3 . r~,ua>.~ A \ 0 C. D P „~, ~J. ~ Q" 4 o v ~ h- .. ~ S~ rc~ .. ~~wc.~..v 3~.g., N~c g,. „_ ,~ BAFFLE 4 c . ~. A~ 3' ow-c C><•F Pw{P b ,~ ~ , I I Go~rtaeFr~ bcoCK SEPTIC t SPEC.~FI•CATIOIJS ~~~ DO 5 C '~•- h, ~ ~ ~ ti~ ~~ T~u..S MA-JUFACTU0.CR: IJUMBER OF 005[5: ~~'~° ._PEK per.. TA-JK SIZ C ; ~ ~'1~ ' ~"'~ GALL0IJ 5 • .DOS[ VOLUMC ~ g ~1~- `~~~P`~ ALARM !'~NJUFACT'UR,CR; S `~ `S~''~-~~~ IAICLUOIAJ(a OAGKFLOW~ (,~.~,p~„5/ MOOCL WUN•OCR: • ~ ° I ~~ ``a CAPACITIES. A = ~~'g IAlCHES OK S4ri.g ~,.C;~. ~W1TCN TyPC. - ~~~~`~ K`b 8 ~ Z IAICNCS OR 34•l PUMP MA-JUFALTURCR: ~OG~`Q'`' ,~i~; ,S~Z iUCHCS OK ~$'O ;,~_.~..: a MODEL AJUMpCR: lb Z- SEE CORRESPOi~Sr-''v1 ~oZ ~,Z l~ INCHES OR ,,~,.~•,,: JwITCN TtiPC: ~Q'~""Y "' uoTE: PUMP A1JD ALARi~ ARC TO DC MI-JIMUM OISCMARGr< RATE 3;'~ 1G-M INSrA~L o ou SEP~.RATE clcccu,r, VERTICAL DIFFERCWC[ OfTWCCIJ PUMP OFf AA1D OIJTRIDUT101J PIPE.. `~~~~ ~ T + Mi-JIMUM WET WORK SUPPLY PRCCSURC , ~ ~''1~ FCCT t `9'~'~- 2.~ ~ f T,/ ~ + 53 FEET OF i'ORCC MAIIJ X __~~OfzFKICTIOIJ FACTOR. ~'~~ FECT 35 _ TOTAL DyWAMIC HCAD = fEEr I-JTERIJAL. DIMEAJ510AJC 0- TAWK~ LEIJCsTH~~~;WiDTN ~~ ;LIQUID DEPTH `~""~ _~ HEAD CAP CURVE MODE 152 153 w~ r ~- w w j ~ ~ 50 153 12 40 152 0 a w ~, 30 z 8 r 20 o - 4 10 0 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 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 Owik-Box available for'outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 Series 1521153 MODELS Control Selection ___ Model Volts•Ph Mode Am s SIm lex Du lex _ _ Nt52 ~ tt5 t Non 8.5 t 2or3 _ BN 152 ! t i 5 1 Auto 8.5 Inducted 2 or 3 _ Et52 ~ 230 1' Non 4.3 1 2 a 3 BE 152 ~ 230 1 Auto 4.3 Inducted 2 a 3 _ N153 tt5 1 Non 10.5 1 2a3 BNt~ tt5 t Auto 10.5 Inducted 2a3 _ Et53 230 t Non 5.3 1 2a3 ~BE153! 230 1 Auto 5.3 Inducted 2 a 3 O CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL j 152 i53 Feet Meters j Gol. , Liters Gol. Liters 5 ?.5 69 261 77 291 ; 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 6.1 44 167 52 i 197 25 7.6 34 129 ~ 42 t 59 ' 30 9.1 i 23 ~ 87 ' 33 ' 25 35 10.-7-~ --- -- 22 85 40 12.2 -- -- ! ! i I ~2 Lock Veive: ! ,38.0 Ft. (1? 6m)14c0 F;. (13.~mi oiasod o ,'4 ~- ~ -^ j ~7/?2-+~---~-Ft4 5/8~-; i I i, i = /i- 'e I I a ~ : 2~ir -I----- -~ -- • ~G / ~ -- -~I ~__r. - - V--~- _1_ ' ~_ SELECTION GUIDE sKZOSs 1. Single piggyback variable level float switch or double piggyback variable level Aoat 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. ~~~~ 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 ~' ~ T ,~ ~, ~ ~ Louisville, KY 40256-0347 Manufacturers of . . SHIP T0: 3649 Cane Run Road ~ • r ~ t~' ~ ® Louisville KY 40211.1961 QUr1[/TY/-UMP9 SNCE ~,9~d N http:/lwww.zoeller.com PUMP ~O 021778.2731. 1(800] 928-PUMP FAX (502)114.3624 © Copyright 2000 Zoeller Co. All rights reserved. .. ~., r . 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 installingplumber, 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 compartment 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. SEE CORRESP~IV~ENCE 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 I . If 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 thre~ars by_prolzerly licensed person. 2. I f 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 filr „~ft,P ~~~~-.__T ~hP~to 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. [f 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. If 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 itse suc at mpg t 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. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 11. 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 83.4 (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 r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of,,,,~, Division of Safety and Buildings - m accoraance wrm ~.vmm oa, vvrs. rwrn. wua County • -- Plan must Attach com lan on er not less than m size lete site a p . p p p , inGude; but not limited to: vertical and horizo ~ nt' direction and ~ Paroel LQ. percent slope, scale or dimensions, north oQK ocation 'atsta`nc:e to nearest road. G' / ~ - /0 ~ G - S~ d;~~ ~ Please prin nfo ~ ~ .• r `` ~ d by Date ~ rivacy Law; s%5.04 (1) (m)). Personal,irrtormaUon you provide may be u seconds § ~(~y~~ ~ ~~ ~ }- Property Own ~~-~ ~ ? ZQQQ -PippertyLocation ~'' ~ CROIX, ~ G • Lot 1l4~(/~ 1/4 S T N R E (or) Property Owner's Mailing Address CQUtJ?Y ~. of # 8bdc # Subd. Narr~ or CSM# ~ ZONING O~1%ICE °\ !/~ , ~ '~ ~ ~~ r ~ ~ ~ . ~ , . ~ V/ J ' State ip Code City [] City [] ~Itage Tdwn ~ Nearest ~ oad -" ,,. i ~ ~ I ~w al ,r,~ ( o . n (~ New Construction Use Residential / Number of bedrooms Code derived design flow rate GPD ^ Replacement Public orcommercial -Describe: Parent material ~~ ~ Flood Plain elevation if applicable ft. Generalcbmments Sy~;~ .~(t~'. ~Q' 8'(~ and recommendations: Boring # ^ Boring ~ Z ~ ~i [~ pit Ground surfaceelev. R. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenoe Boundary Rooms GP D/f~ in. .Mansell Qu: Sz. Cont. Color Gr. Sz. Sh. `E `Eff#2 3 --- d I ~ 3 y- to ~ li .5 s• 3rn - '" a Boring # ^ Bonng Z "--~-', ® Pit Ground surface elev. 7 7• ~ ft. Depth to lirriiting facto V ~ in. Solt lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence toundary Roots GP D/fP in. Munseq Qu. Sz. Cont. Color Gr: Sz. Sh. `E `Eff#2 10 ~ .- S '~ 2 m~ .C . 5 . S tm 3 7.5 Sicl _ `Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mglL and T5S < 30 mg/L CST Name (Please Print) Signatur CST Nun~er 2 5 3.So 9 Address Date Evaluation Conduc~ect Telephone Number 2113 80th ~. ~merSe~. (A~l S~1DZ.~' l0-lO-Op 7i5-Z`>L7-ycb$ Property Owner ~ sb ~ ~j~ Parcel ID # Page Z of ~~ Boring # ^ Boring 3 ®Pit Ground surface elev. ~ • ~~ ft. Depth to limiting factor ~ in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 ~~ -- S'/ ~ Ivy • 5' •$ 3 ~ ~~- z~ `'~1 ~ -- r. ^ Boring # ^ Boring , ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fg in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 Boring # ^ Boring ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Desatption Texture Structure Consistences Boundary Moots GP in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 _ ., _.' ` " Effluent #1 = BO05 > 30 < 220 mgt and TSS >30 <_ 150 mglt_ ' Effluent #2 = BODg a 30 mglL and tSS ^ 30 mglL 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 608-266-3151 or TTY 608-264-8777. 5HD-8330 (R.07/00) PAGE~OF NAME ~U n ~-~ LOT#S.r> LEGAL DESCRIPTION~F '/<Nt'/a,S /(o TZq,N,R (~E (or)( V~ SCALE: I "= l ~~ ~ BM I ELEVATION ~~~ • 4 BM I DESCRIPTION fa ~ o-~ ~' ~ CoVidcx ~• BM 2 ELEVATION- ~ ~ • 3 g I 1 ~ -~ I ~ ~~ f -~~ ~ ~. r SIGNATURE DATE~~ ~~-~d ST CROIX tCOUI~iTY SBPTIC TANK I~SAINTBNANCB AGRBBIVIBNT •-AND sailing mpotty '='oP~y OWNERSHIP ~rrnN FnRM (Verification roquired from Punning Department for now eoastcuetlogl / /'~t(~~.V~VV~ ~ Parcel Identification Number ~ ~ ~ ~ j®90 ~-~j-~~Ca~ PTION ## ~~ .1/4, V y~ `/s, Sec. ! ~ , T~ N-~_w. Town of IM`s _~ \P Q`~S..1/~ / i-cl I ~~ 1 f'S~ / ~< < ©~ Lot # ~ - Survey Map # , ,Volume _ ,.Page # ~, ~ ~ ~~ Volume ~ -, Page # ~~ rDeed#_ Spec hose ^ yes ~ no Lot lines identifiable ~ yes ^ no user and anxof your septic system could result in its premature failure to handlo wastos. Proper maintenance ooa~sisk Pumping out ~ septic tank Query three years or sooner, if Waded by s licensod ptimnper. What You put into the ~m can the function of the septic tank as a treatment stage in the waste. disposers system. property owner agcas to submit to St. t~onc Zoning Depart' ~ ~ f~' ~ tha °~ ~ by a mast+Yx journeymauPlumber. restnctedplumbaxor a lioeasodpumP«'vemfY~B fl>st(1) ~ o~n-silo wa~ba~t~+'Y~~' is ~ operatingcondition and/or (2) after inspection and pumping (if nuooessarY). ~ tie ~ is ~ than ~ ~ of sludge. ~ maintain tha private sewaga disposal syatom witb tha standards ~ ~ haver read the abova roquiremaats and t~'a of Natural Resouroas. Stste of ~ Cectifficaton sat froth. as sat by tha Department of Commaroo and the Depattment to ~ ~ ~~ ~Y Zoning Offix within 30 ~g your septic system has ban maintained must be completed and returned ~ ~axp' lion te. DATE ~(~A OF APPLICAN'C (we) certify that all stntements on this form are true to the best of my (oti') hwwledge. rv d~'bed abosce, by virtue of a warranty deed recorded in Register of Deeds Offiice. I (we) am (arc) the ownu(s) of _~ ~~,/~~ DATB ~(ftyp OF APPLICANT Any iafocmation that is mss-c~epresented may result in the sanitary Permit bcinB nv°1~ by the Zoning Department. s ««•ss ssssss ss Ind~de with this appUcation: a stamped wamaty deed from tha Register of Dads officx a copy of the certtfiod survey map if refexemcx is msda is the wam~aty deed ~~~ 1520PAGE 93 ' STATE BAR OF WISCONSIN FORM 7 - 1999 TRUSTEE'S DEED Document Number Robert J. Richardson __, _-- - -- as "trustee of Kusilek Charitable Remainder Unitrust created May 18, 2000 for a valuable consideration conveys without warranty to Ronald C, Bonte and Glenn Knudtson Grantee, the following described real estate in St. Croix ___ County, State of Wisconsin (if more space is needed, please attach addendum): NE '/,, except the following parcels: (1) East 38 rods ol'the North 31 rods of SE'/, NE'/, (2) South 19 rods of the East 38 rods of NE'/. NE'/. (3) North 461 feet of the East 1324.53 feet of N'/z NE'/. (4) Lot 1, Vol. "2", Certified Survey Map, page 417, being part of the SE'/, NE'/, All in Section 16-29-17, Recording Area ,,,l~~ 625007 . KATHLEEN N. WALSH FtEGTSTEk OF DEEDS ST. CkOIX CO., WI RECEIVED FOR RECORD 06-19-2000 9:30 AM TRUSTEES DEED EXEMPT A CERT COPY FEE: COPY FEE: TRANSFER FEE: 900.00 RECORDING FEE: 10.00 PAGE5: 1 Name and Return Address THOMAS A. McCORMACK Attorney at Law 1020 10th Ave. PO Box 2120 Baldwin, WI 54002 018-1033-80, 018-1034-00-100, _0.18-1034-10,20,30 Parcel Identification Number (PIN) Dated this ~ (~ day of June 2000 _~,.-_ , * Rober _ tchardson "1' ustee^ * Trustee AUTHENTICATION Signature(s) Robert J. Richardson authenticated this ! ~o day of June 2000 TITLE: MEMBER STATE BAR OF WISCONSIN (! f not, __ _ authorized by § 706.06, Wis. Stets.) '1'H1S INSTRUMENT WAS DRAFTED BY Thomas R, Schumacher __ _ Bakke Norman, SC (Signatures may be authenticated or acknowledged. Both are not necessary.) ACKNOWLEDGMENT STATE OF Wisconsin _ ) ss. St. Croix County ) Personally came before me this day of June __, 2000 the above named Robert J. Richardson to me known to be the person(s) who executed the foregoing instrument and acknowledged the satne. Notary Public, State of Wisconsin My Commission is permanent. not, state exptrat-on ate: ----- ') of persons signing in any capacity must be typed or printed below their signature. "TRUSTEE'S DEED S'fATE BAR OF WISCONSIN rORM No. 7 - 1999 Information Processionals Company, Fond du Lac, WI 900-655-2021 ~! SECT I ONT 236A32EOFFW l SCONS~N STATUTES. AUTONE 1 SET FORTH ARE FOR THE USE OF PU81 1 C BOD f ES / '~ HAV 1 NG THE R 1 GHT TO SERVE TO AREA. 4 ~~ ........ _S_HE_E_T_ ._95. 32 ~- BENCHMARK ELEV. • 1 I P7. 75 "'~-_7y`' / p•E ~ .~ 293, B0• N7 0 -'`.-- - "' 379 ~ 1. --. „~ 32 Y3 - 152, 69' `_' ' -~.~ 2 S LOT 62 2.61 ACRES 3, 732 S0. FT. 239. 01 226. 43 ~ '~ -_ t- 1 Z Rl U .; ~~ 0 v_ 01 ' (TO SE CDR. P~ AT ) 4 S T QUARTER CORNER ) ~ 1 NG THAT WC)UL D ALTER 1 TY OF THE STORM WATER 1REA I S PROH I B !TED. ~ - • o NOTE ._~J.~~ --T--- ® - l l HWE .~{.. I0'01-YR -p LEG NO FOUND I ' IRON PIPE FOUND 2' IRON PIPE SET 2' X 30` IRON 3. 65 LBS. PER LINE SET 1 ` X 24` IRON 1. 13 LBS. PER L ! NE, OTHER LOT CORNERS UT f L 1 TY EASEkENT sE reacKs DR 1 VEWAY L OCAT l ONS RECORD DATA HIGH WATER ELEVA71l 100-YEAR FL DOD EL E I S ~. RtGtsl~R~S (~T-~'K~ LOT 6 I s~~•c~tax • ~ ~ Rs~+~t # Kinar~~ 8_ da ~~ -.- ---- RA .~QQ -t-1 O d'r3o~,,~}- M R~r~ r i K ~V~~ ~~ ~. e~ls~br~i©aedf BEARINGS REFERENCED TO QUARTER LINE OF SECT ION AS S88°2T' l7'E. l ST. CRc COORDINATE SYSTEM) roo o roo ~~~~~~~~~~1 _ GRAPHIC SCALE -FEET V ~` , '{ S:t ' } 4~` .i(~ '. r,x ~~~ ~'HEA a:. I O N SANT HILLS FIRST ADDIT '~:~~THE NW 1 i4 OF THE NE 1 i4 AND 1 N THE SW 1 i4 OF THE NE -~~_.~.~ _;~SE 1 i4 OF THE NE 1 i4, ALL 1 N SECT 1 ON 16, T. 29N. , R. `=~ TOWN OF HAMMOND, S T. CR 01 X COUNTY, W I SCONS 1 N i NOTE: NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, OBSTRUCTING, ALTERING, FILLING OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER ORA 1 NAGE D 1 TCHES, WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDIN ~ GS. _ _ - _ _ NW-Nf ~ _ _ Nf -NE_ SW-NE ~~ SE-NE I .UNPLATTED ~ .LANDS 39°28' 02"E 892. 09' (TO NE COR• LOT 57) 2so. DRAINAGE AREA y 8 W LOT 54 A i 3.71 ACRES `~ 16 I , 700 S0. FT. '" u ~ A A oa 520. 00' (TH 1 S SHEET ) LOT 55 3.54 ACRES 153, 984 S0. FT L OCA T I ON SKETCH SEE NE 1 i4 SECT ION 16, T. p9N. , R. 17W. (NOT TO SCALE) y 8 e W a ~ UT I L 1 TY EASEIVENTS m n ~ LOT 5 6 NO POLE OR BURIED CABLES ARf TO BE PL AC INSTALLATION WOULD DISTURB ANY SURVEY S ~' N = ALONG ANY LOT LINE OR STREET l INE. N THE DISTURBANCE OF A SURVEY STAKE BY AN' SECTION 236.32 OF WISCONSIN STATUTES. U' SET FORTH ARE FOR THE USE OF PUBLIC BOD HAVING THE RIGHT TO SERVE TO AREA. L'"f _ SHEE T ~•3/'- ~~,__~ ®104. 6T g1• $B' - _83 3 '- BENCHMARK ELEV.• 1IP7.70 4• E 185• 579, N78 41 Z _~--"~--"~-~ 53' /O•E ~ ~ 2es. gp. 1~ - _ _ ~O : -D_~ ~ 41 24 ~y 185. 8 ~ 27. 32' -- NTgegS, /O~w ~ ~__: /2 -~ ro ~©' ---_ o -- ~ ~ ~'_-_ 158. 56 -U ®a /32. gg._ - ~~_ Q -----' Q ® 379. /2, 2pg.43, ~ _ ................ -o ~ NC ~ fOUND I' IRON ~ FWND 2' 1 RON ~ SET 2' X 30' I 3.65 LBS. PER NOTE: SET 1' X 24' I 1. 13 LBS. PER OTHER LOT CORN N ..-_1_..__. --T--- • UTILITY EASEME TOOTH AVENUE '~, `, . - ` r . ;~ ., ~ `\ r _ _,; - '~ x ~ ~(' O, - - Q ~ ~ ~~ ~' .. _'~ ~.- _..i .-__ - '~ ., - -~ ~- - ~. - ~ +, l .,, ',~ ~ ~ ~ _ f - - ' - y"' =~ ~ pZt ` '~ ` ~ ~ ' ~ _ . ; - ~ I ~ i~ ~ ,- - ~` . _ . _ _ - _ ~ _ . O ~ m ..__ w ~ ~ o ' m o 3N1_ ~O_ 3N! 7 1Sd3 - - ~ ~~ '~ 3N-MS ~, L ~ - _ n - -- - - - - ~- --- ------- _ _ -- ---------- --- -- --- _ - --- - - _ .., ,b~ '509 / -- -- ~ ~ I ., - ,' __ _ - ti~ ti ~ _ / ~ . c I -. o ~ rn - f~ :~- I ~ i•~ ~ QO . y i ~ (~ ~ ~ ~ p ~ : ~- ~. ~ n ~ . ° Q ~ t cii D ~. /r :~ _ cn b r" - 58 "ZO 9 ~3 - ~ ~ ~~- - oE~ N - m ~ f''' m ~ / - rn W ~-- w 'V w `y . ~ ~ n, , ~ ~ c5 ~ ~ . ,~l '9i~9 R~ o'~~b 0 C©O g~ti / a .--i , ,i ~~ i ,\ _ - -. _ t ~ ~_,~ O \ ~ ~; O ~~ , T _,` ~ ; _. ~~ •` ~~ : ~ r I ~~ • ~. r ~~` _. t / ~ tD i ~~ Al yCHL -~ *\• \ ~ ~ .. ®~ ~ A D In a ~ / ~ . ~, _ r~ . , -- ,~ F i _,_ . vJ ~ r " _ .. b ~ m ~- ~- cl.~ni ~ fir- ~"~ ~ .~ _ ~ 3N tr> ~2ti L ~ ,~ n . _ i -~ '~ zrrn ~ C~ r mot' `~ :-. _.-~Y ~ -_ - T 2 ~ ~ to fTl ,~ -? _. t ~ `- i~~ --` - ~ N ~, ~ nt c> r- ~1 Z .- O~ ~ - a T_ m~ r m ~ t N n Y W -~ ~, L ~., r.... 1 V ~ r_ ~ ~ ~ !~' ~_ ~' r' "' ~ ;, ~ ~~ , 1 1,~ ~ ~ • • M Y y , (~ ~ ~^~- r M Y p • Y I VI ~ ~ ~`^j ~~ ~ f V ' 0 o x is v x m ~o ,-..r :~ > '' N~ ' n w ~ ~ ~ ~ Cn ~ W :. '~: -1 2 2 ~ 2 C, ~, y t?i 2 -1 ~ D~ a~~ a 1 ,~ r ~ C rh ('~ ~,,.,~ r t ~O 1 ~ ~