Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
002-1087-30-000 (2)
St C>~oix County Planning and Zoning N'ed-resdgt', December 26, 2007 a- 1 !:54:13 A.Po1 Detail Sanitary Information P--~~' ~ °J~~ Computer #: 002-1087-30-000 Sub/Plat: metes & bounds Section: 34 Parcel #: 34.29.16.504A Lot: TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: 114 1/4: NE 114 SW 1/4 Owner: Sell, Robert & Mary 2439 County Road BB Woodville, WI 54028 State Permit: 353144 Issued: 10/04/1999 POWTS Dispersal: Mound Permit: Replacement County Permit: 0 Installed; 10/2711999 POWTS Detail: NA Bedrooms: 3 WI Fund: No POWTS Pretreatment: NA Issuer ira ector As Buiit Rod Eslinger No Grabau/Sonnentag Sigr~e: Yes Plumber Other iZeouirements Schumaker, William file is missing from archives! Additional Notes Money Owed Kevin signed off on 3/19/01; he and Jon $0.00 Sonnentag inspected the installation 10/27/99. corrected street address to 2439 as location of replacement system on east side of Cty. BB. They also own 002-1087-50-000/.504C with a residence on it S hc~~ipt~_Pum Date Pumped 10/26/2002 511 /2003 5/ 1 /2006 10/10/2005 10/10/2008 Owner: Sell, Robert & Mary 2439 County Road BB Woodville, WI 54028 State Permit: 344691 Issued: 09/15/1999 POWTS Dispersal: Non-plumbing Sanitation Permit: New County Permit: 0 Installed: 09/16/1999 POWTS Detail: Privy -Vault Bedrooms: 0 POWTS Pretreatment: NA Issuer/inst ector As Built Not determined NA Jon Sonnentag Signed 3~ Yes Plumber Other Reouirements Schumaker, William Sched~ c:d Pump Date Pumped Notification 9/15/2002 9/20/2005 04/01/2005 9/20/2008 WI Fund: No Additiona( Notes Money Owed Vault privy installed due to no plumbing in pemises $0.00 served by privy. Art Wegerer has done a soil report to show where mound system can be installed later. St. Croix County Planning and Zonin Mouday, July 18, 2005 at 9:02:43 AM Detail Sanitary Information Page IS of 16 Computer #: 012-104&00-000 SublPlat: NA Section: 21 Parcel #: 21.30.17.322 Lot: TN/RNG: T30N R17W Municipality: Erin Prairie, Town of CSM: 1/4 1/4: NW 1/4 NW 1/4 Notes Inspector Kevin Grabau As Built Plumber NA Bird, Shaun Signed Off: No Other Requirements Additional Notes Money Owed Previously owned by Mike Habisch, transferred to $0.00 Aaron Greiner on 3/2/01 Shaun submitted a new soil test report for new tested area with in-ground system. Transferred to Brady from Shaun Bird on 10/30/02. $0.00 10!31/02 Plumber to submit a plot plan with new calculations to cover lower loading rate. CST did not dispute that soils may be more sandy loam .4 gpd/sq.ft. and had planned to put a 4 BR system on a 3 BR house. Dave Steele submitted new soil report 11/14/02 for $0.00 system. Pam Quinn Pam Quinn Pam Quinn Maintenance Scheduled Pump 11 /20/2005 NA Utgard, Brady Signed Off: No >4/1/00 -Required due Utgard, Brady New site plan to reflect system location and Signed Off: No size for 4 BR in 0.4 gpd/sq. ft. soils (1524 sq. ft. total area) Revised application to document change in soil to 0.4 and increased dispersal area. Fee not charged due to erroneous CST soil information NA Utgard, Brady Signed Off: No Date Pumped 1st Notification 2nd Notification 3rd Notification 7/14/05 -Brady had to replace their effluent filter $0.00 with a Polylok 525 due to owner breaking the first concrete ring on riser and removing the Zabel filter after it was damaged from concrete falling into manhole. PLEASE REFER TO THE FOLLOWING PROPERTY FILE FOR REZONING: 002-1087-30-000 34.29.16.504A ZOI~TING ACTIVITY WORKSHEE ~ ~~1~ ~S Pro a ID#: ~- )~I~-~- ObD Parcel#: ~ ~ .~~.•~• ~°~8 ~t P ~y Municipality: Property Addre Owner Name: Other Interest: (SYt~ Other Interest: `~ ~~ ~ Activity: Special Exception Variance ezonemen Request Date: ~ ~ _ Acres:. `f" S / y~ Zoning District: A2 AG ~ "! J RES COM IND Past Zoning: A2 (".__~ A/R RES COM IND Overlay District: SHORELAND--WETLAND FLOODPLAIN RIVERWAY NONE Type of VariancelSpecial Exception: Ordinance Citation: Ordinance: ZO NG SANITARY SUBDIVISION Conditions• Decision: PROVED DENIED WITHDRAWN Date of Decision: - -~ Notes: Support Linked to Rezoning Objections Hardship _Conditions r w PLEASE REFER TO THE FOLLOWING PROPERTY FILE FOR REZONING: 002-1087-30-000 34.29.16.504A ZOI~TING ACTIVITY WORKSHEE ~ ~ ~~ ~! s ~ oa- ~ o ~ v - oo ~ ~ ~ s'?~ s /g t r' Pro a ID #:~- /)~l~S -~-~ Parcel #: ~ ~ .~~•~• ~ 8 ~jr P ~y Municipality: ~~~ ~ ~ ~ ~`t- Property Address: Owner Name: ~ ~e Other Interest: Other Interest: ~ ~~ ~ Activity: Special Exception Variance ~ xezonement ~ Request Date: ~ Zoning District: AZ AG ~ "_`J Past Zoning: A~ ~~ A/R Acres: `TS ~~ RES COM IIvD RES COM 1ND Overlay District: SHORELAND WETLAND FLOODPLAIN RIVERWAY NONE Type of Variance/Special Exception: Ordinance Citation: Ordinance: Conditions: ZO G SANITARY SUBDIVISION Decision: PROVED DENIED wITHDRAwN Date of Decision: _ ~ (~-~ Notes: Support Linked to Rezoning Objections Hardship i Conditions Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety arnd Building Division INSPECTION REPORT •GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, 6.15.04 (1 }(m)]. Permit Holder's Name: City Village X Township Sell, Jason & Michelle Baldwin, Town of CST BM Elev: Insp. BM Elev: BM Description: G~Sb ~ TANK INFORMATION Q~ , ~~ TYPE MANUFACTURER ~ CAPACITY Septic L (,?~,~ ~ ~~ Gc~ p ~ ~ /DOO Dosing dte+zrtivrl+ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ,~ / ~~ Z 7 ~ 7 Dosing ` 1 b J ,~ /~ ~7 j ~,~ Aeration Holding , PUMP/SIPHON INFORMATION Manufacturer v/ \ Demand ZQ~I ~ \ GPM Model Number ~ ' ~ ~ ~~ ~ Z~ TDH Life ~ Friction oss System ad~` TDH 1 >S !t // ~ '.j i /7 JJ Forcemain Len~~~ Dia.2 ~ Dist. o Well SOIL ABSORPTION SYSTEM County: St. CfOIX Sanitary Permit No: 514865 0 State Plan ID No: Parcel Tax No: 002-1087-30-100 Section/Town/RangelMap No: 34.29.16.504A10 ELEVATION DATA STATION BS I J6~• FS ELEV. ~S . Benchmark .... ~ 7 ~67 • /~' Alt. BM ~`` + + ~- ~ ~ I 7 / ~ Q I ~t Bldg. Sew r I ~, ~ , SUHt Inlet /~ 1 SUHt Outlet 1 Dt Inlet i Dt Bottom ~,~ ~L ~ 7 Header/Man. /,~ /Q ~ ~q Dist. Pipe / • ~ u3• C,1~ C~ 77 Sot. System Z .3~ /~3• Z Final Grade t_ ~.'P ~~ '~ St Cover ~j . ~ '~ ~ '~ o „~-o~r /QD • 3 BED/TRENCH DIMENSIONS Width / jy( Length / ~ ~Z No. Of Trenches ~ PIT DIMENSIONS \,~ No. Of Pits ~_ Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufacturer: ~ Type ystem: a ~ w ~/~ `7 Zy3 ~~ ~~ UNIT Model Number: ` DISTRIBUTION SYSTEM G~~ Header/Manifold Distribution ~ N Pipe(s) ~ x Hole Size ~~ x Hole Spacing ~ Ve~o Air Intal~~ .~w~ ~ a ~, Length ~ Dia ~~ Z S g ~ Length Dia pacin ~ SOIL COVER ~ x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Only ,.1 1 Depth Over Bed/Trench Center ~ / ~ Depth Over Bed/Trench Edges ` xx Depth of Topsoil (mot xx Seeded/Sodded V ""~ Mulched ~ ' ~ ~ es ~ No fes ~ No ' .~ ~~ d}\ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~/ ~ O Inspection #2: / Location: 2346 Cty. Rd. BB BLald_win, WI 54002 (N 1/4 W 1/4 34 T29N R16W) NA Lot 1 G~,;-~.~, P~ ~ Parcel No: 34.29.16.504A10 1.) Alt BM Description = ~~ t ~` Cap`. ~'1~',~ V~ U1~G~ 2.) Bldg sewer length = Z7 ~ Q~~~ tr.ll ~~r~ ~~a~ O ~ S~ - amount of cover = '-r_ p / ~o•~ ~r ~tiia ~ ok wl ~.1~aq ~ Plan revision Required? ^ Yes ~No ~ I ~ ~ ~~~ II I Use other side for additional information. ~_~~ ~ __ _ _ _ __ ___~ _ _~ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. 04/22/08 TUB 08:30 FAa 715 386 4686 ~ ool t;:Otlhl;rl~.tllll.~dV Safely aad 13tliidings Division C~tY /l l 20i W. Washington Av 7162 C i~ Madison, WI 53 7l u Numba(~ be 6Ued~CoJ - Aerm ~ Sanitary Permit Application ~'1eT"~'a`~i°"N""~" .~~~yv submisaiaa of tlus fans to the appapriaoe Adm Coda Coreas ti321(2) Wis In accordance wilt, s , , . . . . wait is regrired prior to obtaining s sanitary permit. Nata: App(iaaeioa fetats for smisownad POVYlS ara Project s (if differem than mailing address) submitted to tlx: Oeparbtrad of Conuaaee. Peaottat iatoltrrat' ~ in sccardaotx with dre ~ taw s. i 5.01 ! re Sau. t~y, ~4 L A r Ill " r -Please !rile, A! Irfarllatiaa C! Properly Owaer's Name S P~ Parai d ~, ~~ - ~ ~~ ~- ~ 2ooa . o Property Owner's Mailing Addreu Lam ~ ~y ST. CROIX COUNTY ~ ,jour. t.ac City. State ~(Jf> ~ ~ ~ Zil+Cade ~ ~ % '/+, n gtck T ~ ~ N: R V E W ~ II. pe eR Bril~rs (eheeil all that apply) t/ tot 4 ~ ~~G ~ , SrrbdivisionlVane aunityDa~eiliag-Numberof$echoaas ~ ~ ,~ ~ ~ B~ 11 ~/ f G~J% ~ i ~ ~ i at - Describe Use Public/Cottxnerc -' ~ Z 3 ~ `J ~(~ ^ City of ^ State Owrxed -Describe Use CSM Numbs ~ V'ga®e of Town of ill. Type remit: (Cleclt oa>tyy arse bex •. lire A. Cofrpieae Bra B if rppBe } System 0 RepisosrrrarN System ^ TrealmerNEfoWing Tank Or-ty ^ fJtlwr Modi@cuion tt- Existing Systear {explain) B. ©PermK Rcrrewal ^ Peimit Revision ^ Chine of PNnnber Q Pemr' a to New Lis< loss Pettnit Nunr6a sad Date [sued / ~ S T Before Expiration Owner `[,~~9L/~ . iv. r .EPOVtrI's -oa: ~k aB euu ~ ~ Non•Ptanuriacd !re-Cnaalrt ^ Pfd LrGround ^ Al-Grade ^ Mowd >_ 24 in. of suimbla soil Mound <24 in. ofsairztik soil -/- Q ~ ^ Hoidarg Task ©Other Dispersal Compa+ene ( fain) ^ ice (explain V. rsaVl'ratpert Area lafenratinr: Des' flow (gpd) Design on Oispersat Area (st) Z ;~ 22~ Dispersal Area stf System 2 0 'Z7 0 e ~ , Sz ,, . J VL Tank info Capacr in Toral of Manufadmer Callous Galiars Uv6s ~1 a ~ V ~ NewTankc FiuliylTaxks ~ed~ pia ~~ y$ Y in ~ $g v x ~ 'ti ~ ~ 0. U ~ . Sepde or tiold'ing Tank t>osinacfurrrker G3 V iI. Statarert 4 foe assawe ity for hutabtiaw at the POWT3 shows ea the stlaehdl Pl 's Name (Nrint) Plumber's MP/MP-R,S Numbs ~ Brritresa Pboere Number ~ •- ~ cam. G C~ G~ /~/ o Piumber's Addrtss (Sta:et, City, Sts Zip Code ' ~ ~ Vtil. orr me rt Use A~pro~ed 0 ~~ Pe/r~mit~Fyee~ ~ S Date _ ~ _ ngAgmt are 9 ~/ i~ t]waerc}ever- Reesar Fos Deaitl W t~LJ ~ lY V lJ G ~ IX. Cosdiitiom otApprovsl/Ratmrs for Dliaapprovsi , `" _`_. j2t~'~'y„ ~ /" o STEM OWNER: ~ 1 Septic tank, effluent filter and bZ,u'YtP/~ ~ ~r t i d ~r i S n ne vtq a h-o ~ 7~~tC dispersal cell must al( be serviced /ma 3 srrkadt M e taawb ply N pR~ aM len iW ti rfi x 1 / tvches i• slat ., ,~ ~/ti.~ /~/0) ~~ u~.,. '2 2. All setback requir ~ ~~ ., vy~~- ~~~~.~ /S' as per applicable code/ordinances ~. L ~ ^ - ' SBD-6398 (R. O1/07) Valid thru 03/09 ~ .(it(/,a-' ~ 3'~i'~~/~ ~ Slf/h ~t ~~ I,(,d.2. li1Z~',~, G'~2~t1-.~/~a.L~~ 0')'l (y~! ,~it~ ~fGC.~ ~`~'~l,~nC1~.+ + ~ PROJECT Jason Sell PLOT PLAN ADDRESS 2439 Ctv Rd BB Woodville Wi 54028 X16 1/4 SW 1/4S 34 /T 24 N/R 16 W TOWN Baldwin COUNTY ST. CROIX SYSTEM ELEVATION 102.0' 2.5' Sand Lift BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of 3/4" pvc pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ^ BOREHOLE O WELL * H. R. P. Same as Benchmark Not to scale _ B.M #1 B.M. #2 ~ Acre Parcel (~ICOPY - - ~~ u~~ setbacks found in Comm. 83 Area 15' below system is to remain undisturbed 100' Tank is to be properly bedded and provided with lockdown covers with approved warning labels Scale = 1 /4" = 10' commerce.wi.gov i ^ iscans~n Department of Commerce Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary May 02, 2008 OUST 1D No. 226400 SHAUN R BIRD BIRD PLUMBING INC 1008 192 ND AVE NEW RICHMOND WI A?'T1V.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIltES: 05102!2010 Identification Numbers Transaction ID No. 1533410 SITE: Site ID No. 736914 Jason Sell Please refer to both identification numbers, County Road BB above, in all cones ondence with the a~enc . Town of $aldwin St Croix County NE1/4, SWl/4, 534, T24N, R16W Lot: 1, FOR: Description: Mound /Three Bedroom 1 Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1180795 Maintenance required; 450 GPD Flow rate; 10 in Soil minimum depth to limiting factor from original grade,• System: Mound Component Manual -Version 2.0, SBD-10691-P (N,O1/O1), Pressure Distribution Component Manual- Version 2.0, SBD-10706-P (N.O1lO1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, . C`Ottdl't~i stats. ~Q~ ~~ The following conditions shall be met during construction or installation and prior to occupaicy or use: ~q Reminders SEE CORRES • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. ._...~ • The changes made in red to this plan on 5/0212008 by this reviewer were acknowledged and approvedby the system designer. • This plan has an approved Soil Saturation and Determination (Transaction I.D. #1496795) associated with the design1Al1 of the approved conditions for the construction of this system shall be upheld • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component arm. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal 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 SHAUN R BIRD Page 2 5/2/2008 • 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. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall bemade with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stat • Comm 83 22('7} A copv of the approvedplans specifications and this letter shall be orrsite 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. 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 101.12(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 bemade to me at the telepknne 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 II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charles.bratz@wisconsin.gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 4128108 Owner: Jason Sell Location:NE1/4 SW1/4 S 34 T24 N,R 16 W Lot 1 Cty Rd BB Baldwin System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01131) Pressure Distribution Manual Version 2.0 (01 /31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-21 Interpretive deterr~nation report and Soil Test Shaun Bird Signature License nu r 226900 '~~rlly ~~~~ CdMMERf~ d~1D DINC3 'ONOENC PLOT PLAN PROJECT Jason Sell ADDRESS 2439 Ctv Rd BB Woodville Wi 54028 "NE 1 /4 SW 1l4S 34 JT 24 NJR 16 W TOWN Baldwin COUNTY ST. CROIX SYSTEM ELEVATION 102.0' 2.5' Sand Lift BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. TOp Of 3/4" pvc pipe ASSUME ELEVATION 100' Filter BEST GF10-$ ^ BOREHOLE 0 WELL * H. R. P. Same as Benchmark Not to scale __ roperty Line Well is to meet all 2 Acre Parcel setbacks found in Comm. `~ 8 3 B.M. 99.5' # 1 3% Slope B - 4 Area 15' below system is to remain undisturbed B.M. #2 e1~\\\\\ Water Diversion B-5 B-2 Property Line 9 8' Huffcutt combo tank Pro 3 Bedroom House 99' 100' Tank is to be properly bedded and provided with lockdown covers with approved warning labels J 101' Cty Rd BB SCaI@ _ ~{ ~4~~ = ~ 0~ Page ~ 4f Cross 5sction Of A Mound Using A Trench For The Absorption Area N ~ST/YI ~.-3.~.SA'N~ ~ ,,,,~,~ 'r~--$" TOpSOit Trench Qf ~" - 2~" Aggregate,'' 3°l0 6" Below Pipe. Covered With s~ Or Synthetic Fabric ~- Plowed layer D ~ Ft. E,~r7~Ft, ~ •~Ft, F r ~ f t. !t ~ D Ft. ^'i~ i Plan View Of Hound ilsing A Trench For The Absorption Area ~ Distribution Pipe Permanent Markers A o ----------- ---- -.._..,.._,.~ B t Trench Of ~" - 2 " A r ~ gg agate Force Main .--- ~ bc. lS ~io~C 1ci,o Observation Pipe '~ ~ _._. iC '~ ._._...._. "t ~ i,~~ ~ Ft, K ~~Z~ L_ Ft. W ~C~. ~o Ft. 8 ~ J ld ~ Ft. ~ -~,,,.,9 3 Ft. /~.~ ~'` Signed: ~.icense Numbers Date, page~0~ ~~ 5~r$bi1t'i01~ PT pe Uet~ i ~ For {.a.~eral ~et~ork '~ Last hole Should 8e uext Ta . TuRt~- uP -....~. Tutiht - uP~ ~CLUtntoreT~ P~t~ force patft~ ~ AYG flistribation Dipe ~~ ~ ~ - -- ACresf ~_~~'x n Hole Diameter =~~=-~-;~h P U ft.. ^^~~ ~ Lateral Uiaateter' '~- Fnch{es} X CT ;~hes Yd1 Ixhes farce Main Diameter ~ r Is~ci~es _~ ~/ ~#~ Of Hales/Pine ~L.i~..- Invert E~evatian t?f laterals ~LS,7. eft. Sited; license Homer: Dale: ~. . • ~i ~ :~ i _ a - ~ ~- SP€CI~ tCATZONS ANg ~~ ~ ~~M~ C~#RMBFR ~RflSS SE~T~QM SEPTIC '~ ~At~F ApFRt~ ~ TM SIN. ?-$OyE GiiRDE ~ ~•~~'f~~~ $~X F~{~LE Cfl~Eit ~: 1~ £ts'T ~ZPE ~~tl #i#a4~ 4R ~ ~T~ ~Q~S Z T ~ J ~AAt~K ~ • w GI y ~~` £Rt~~S . D4~ = 3~RR~K;~tG LABE.. `FRFSh ~.IR IKTfsiCE '~ ~~~r~vg f ~~,, ,r~~_ ,~n ~Zi~ - 3H i IR- z I1~1L£'T .. . _' _ mss. TI6HT 5~~ ~ SFAS ~ ' " '~ttlitTS~ P,~ f;-A1`ER _ tai :. ~ ...~--- ~ ~ • g~ Q~'0 -'~'~ _ •• APP C. - . - FF' . PIP£ ID , ~FT - ~- • ~D ~~ pip t#F'I' EL£~ -~~ D SQtL~ L. ~ BEDDTI~i°G V~}F~ 'f1~+€1C - CORC ETE PA'a 3 a. ApPRt3~ ' /= i .~-y~~/ ~ SPF~Y'f I~,TI ONS ,; ~}~BER .. ,~- SEPTIC t DOSE ~~ v t3;,t,Ft~lE ~NC~ ~ > t;AL -- ~- Tl+~kx Kp,~YACT~3RER= dAi.. - ~i~~.~-~--3 6AL- TAtiK S.,r Z~ D~ IC ~FRGITI~'S = AY. '~~--^^S IDi,GKE ~~~" ~~ - 5 DES =_...-~--`~+~.- g .. ~ /' _ ~. S YNCL~ES ~ ~7 ~ -----~'" i„s ~ IZCN ~'YP~ , -,^~` G~~ C _"9.-- = ~....Z.~----GAL . pgAC"t~tR£~ = ~ ; . ~-----^ Z LEiR 26.23 bi~-( p~TiF ~;TC~s ' ~ l/ fl f `~' pD;SP £ A~R~ i~iIRZiQG ~ _PRR ~ FEE'C -' KoD£L ~. ~ ~ ~~ ~'T~ ~~sTgi~ FEET RED;RE'n DISCH~~R ~~~IT'p~MP fli F AKD - r FACTS ,S.S fE£T F~gE3+tC£ $ RESSURE - - FRIC'~Ia~3 j J-. j'f"'" v ER'IICAL DI QgK SQPPLY P ~'~J I€~ g .ET ~y~;C H~ ./ / C... ~ 5 --~--~- , .S~ ~ M? TANK: L£?tG ~ ~'~"~`~-~-~-"~"~- LI~~I INTEftNA~ DLMENSZOi+~~ ~E ~ " L,ICEidS£ ~p4B~ = SIGIiEi?: _ .-4AT~ = - .~- :J88 Sent 6y: HP LaserJet 3100; RM1tdy'~7' Vv G.JV~'Mx ~ c.y., ..i 7 71 b 55'L lStSL / ; 9EH SERIE5 SUMP/EFFLUENT PUMP ~ ~..~ 31r111F ,~ ~~. tt.~t ~- 1~ ~` ilf3~ M 81 ~ ,~ ~"'~ ,,,,~ * tf ~ ~ 8tJ R!i ' ~ 24 Rsi^14 H x1184x894 S MIS ~~ 5W73p IAA qP,B 115 3N 13A 1000 70 54 55 45 S2 ~ iS.B 13 8 20 ~' 2t . 9.1t xttbfx&1M 988340 OtRS- 4j'O ~ ~ ~ ~ M 41 3E . 13.8 ZO' 71 3.11:11114x8.84 ~~~ 508350 IRICSII 4K0 ~~ ~ ,1000 A 84 ~ ~ ,,,,,,, to rr 55 h gt 13:8 7B Tt 4.tt x11.84x894 F~Ow- LITERS/HOUR w O W x www LltttCG~lo-tPu~ip.cotat ltnpellCr to N ~~ s ' s 2.a a Mechaluical Shah Scat Closed Vanc__.. _. . ABS ,. __.__... SJTW A - . Nitrite with carbon 4it:lti ceramic faces ._.. ... _ Sta~tttess a~eu Fasteners ... -.. Sbaft _ _------ --- Sntinl~ Steet_ Beam Upper S{eeve told [power Hall gearingc Little Gci~ant Pamp Ga. p0 BMt 11nt • t7tdM~ X41, QiC 73157 P4oae: ~l5.l47.2511 •)F'aa: ~65.22tRL55o L.,ak . ~# Fpm 945235--O7N3 t'LOM- GALIONSI!IiNU?E PUMP PERT ORMANCE CtlRYE Itsv ssttz GENtEK~ P~ . ~ pOW~'S 0~~~'S NIA~vAL 8~ ~EAt+tA SY3'rEM SP~G{FtCA~1~S .. ~~~ T~ C F~ TIr4FORMATiOA[ ~~ ~.~ ~rnsr o~~x v ~ ~'" ~ ~ ~~ t~ jHanutacla~ t3 t~lA fl ~sw a~ o~ • t3 tn~round (P~ ~otrnd n /1Maar _. In uw - ri11d V~:YP~ tar dam tro~*~ 1~s1~ tyP~ dor A wasb~ -~_ on~.r- ~ rtrer+sa ar ome of trio CE UCT[ONS ~ti t7e made by an iad'tvtduat P~Or p~jVV l'S r~ o< n ~ of tanks aarxi dtsPa~ Pfuni~r Rest ~ r ~ ~ 1sttK{s~ ~o ~ ~ dyed for 2inY ~ uP °°~. is tic .'b~a+r' - ns mum s ~°~°`' ar teaks. orettee "° at oombtned sWd$e ~ ~ dyed me ~ t ~ tree ~,gty scar crack's -tire oist~rsst Delfts} sha~U txsxsuc,face Tt~ ~ °~ e~ der ~ ~»i on the gtrne'd sut~Eaoe- d.~ ~ eQ`t1t~ on ttte gr~ n c~ the toc~ ~ ~ > aid do ctsex~c~ ~np°~'and reci~~s sha t ~ m ~ n or m~e ~ t~ ~k volute . ind~~e a fa~in$ ~ 9 ~~ ~Y ~;tctdge y~nd scum in a~~ri ~ ~ d-~posed of to a~ di- y,~ ~ oomblr~d saauri~O1' ~ ~ ~ptage entus3 ~ flue tangy Shag be ~ - L oomPonefis; ~ anY 113. V~ ~~~ ~~ ~ pm,sur7zed pOIAlTS ~ ~ d PC1W~ ~e~ 'i'he S of ~uera of.12 months or less stt of comp of any semi e~ . other ~~ or ntattito~9 ~ ~ ~IatarY aufhorilY'w~;n 14 ~ A ~ st~a(t~e P prgdtrds or oti~ ertt tannic{s} i~x ~ P °f ~~ START UP ANO OPERAON~ tyre cyt ttte P4VYTS check oPdt(s)- if hrgfi eon°antratto~ ~ Fa t>ew ooc~• , ; pnpoess an¢!ar dam egsent[ g open ~~ to use- dt~ed have ttte oont~se~ 1'annkts~ removed by a septa9 . der Modet Pump•'~~ ~~ a~srr,~Tattk Manor .PutnP ~~~ rcwP---- F~ p ~ntcat Aeya~ ~ Dlzun~on P~~~~- %~~. , at the in~s'a~ sttt'face- ~: P~,~~...~-- ~ +~ shat! not occxu ~ ~`hO~ are try ~ the t'ao0ess orb ~~ ~ t~ ~ t higtlv~raUer l~els. the,~(s} and ~ resuiE ut the ~y~ffi be dfi fi'd'f° d~ ~a~~o~hadve the contaectts ~t[ie Pcicr~ t~ temwe<f 6y a t>~ cr a~r~ d' °E tG the eftiueM purstp ~ a PlttttibeC Of P01lVTS ~' m S tg Opecs~oc' pt~r~t n~,~ ie~is wt~ttita the pumF ~-. n trY ` the PAP ~ tri~'t ~ ~ d-tsb~trb or ~ompa~t, d0 ~ ~~ et slope ~ at~Y ~~ or at-grade sa't abs~rp~ ~- ~ ~ ~ ~ stream may imps the getfiolliz+altce Redt+~oi'i a-Hon oP the ~ ~tDCn ~e'easte~sraf+~' d tom; 8~'; ~ ~~yy~.~C arette btdis; candopr~; ~t~on s~nrabs; e~ ~~ ~ . o~ the POIAR~= water, f~ attd vegetat~Ee Few ~ ~ focai~ors duct {scetlP P~F~ iris; ;arrtpotss aim wad ~ ~' ~~ ~y.tstCen Qui of ~nrice the fiallo~sring steps st1'aTl ~ tam ~ kl~ne that fire ~ ppYy't5 fails stt~laKK in comPfiarxar with ch. Comm $3.33.1~Rrisoonsin ~ Code: ~ property~axtst s~Y ru3eued and tfie abandoned Pipe oPerft~ ~ P shali;ae drsoo and property d' a ServldnJ ~~ • . The eonlenls ~ tetfic6 rs[ld ~ ~-~ ~a~~ a~ ~~d Or fY-81f ovvers na+Txi''/i°~ •sc~ flte ~ ~~ ~+ alI tOAiCS F[ld pits Shall tae vat . tit~d,~ ~ oralto~ inert Solid rrsateriaL CON7"tI~IGFIIIGY PEAt~i lire foitowing measures have been, or must be iaicers. ~ provide a code if tl~e POVY'I'S fads and c~not tae tepa~ loratiori of a rep~s~t ~should.not ~~t ~ettt ~ar~a hzs been ew~eiated and may be cst~':zed for the _ ^ A scttb~le r± nit area shQrrid tae protected fro ~ f u~ ~ asd ~- Fedure to tdcs from e~ng and proposed. ua~ ,~ e5tabffsh a scsirable ~ ~n~yy~ result in the need for a new soft and site=eval ~ 13sat tirrre_ moment any. ~p~ment syster"5 must Cornpty Y+rith the rotes in effect advances in P{3YYTS ~ , erne is not araj7aiaie~due to setbar.Fc a~dlar soft limirations_ Barifri9 ^ A suitable r+eptaoement ~ nrtst~iited as a last resort to replace the fa[led FUTA(t'S- technaio9~' a holding tank.tnay facture of the POWTS a so3.and ~"~'~e she has not baert, ev8lua~ m identr!y a su"rtahte ~ptacerr:er+t area. Upon area is a+rar~aDle a_ sine e~ratuation must tae P tits ~cate a' suitat:te r ~p efa ~ e Fp~'S_ no ~P ~~ taRTic tii2gr ~ as a last resort tp tgglace pt fie biari7at ai and at-gtaQe s~ a~Peon ~5 ~ ~ ~~ Sn w~tth~' ~ ~ at fiat time. ns of such sjrstems must campry the lnfttf ~~ . <cYttARN113C~~ ~gqT TANKS tttfAlr GC3l~FI"AtT[ LETH~-L Ga-~F_S ANDI ACES D~MAY~~ SEPTIC, PUMP AND +OTEiF.R TRtJI p0 NOT ENTER A SEPtiC, ptTNEP QR QTHER TRIJi+ OR ~ A TANK fitLAY 13E D ~t't ~ ~POSSIBI.E. t~ESULT_ RESCUE QF A PERS~OAt FROM THE tNTERt ADDtTtOMAL GOMM~AIT"5 PO]MT5 INSTALLER MHftie w ~J. Phone '? =~ ..f PQYYFS NiAiNTAiK~ Mame _~w r/ I /~ Phone ~ % ' !,j-~ SEPTAGE SANG Qp6RATQR L©CAL FZEGULATaRY AUTHa~Y ,~~~ ~ . C~ ~ ~ ~ Herne c9-~^- YY) ~ Prtone ~/J ~- 6r~ Phone ~/ J - snd SarrRa~4ori - 'this daar~dit n~ This eoaumenttws dcaeoed ~ ore sn!!s of iM c~ t.a~ke. Marquette and Waushara Couary 2arrtng ~,~ flee of Cuis t ~ t~ taerai~uon req aEcs~ Coauo as~(eXiX~l ~ds3-Se(t). (.~ ~ C31. wrsrx~nsln p~rr+fQ ~((,~/pt1 ~,,,~ ~ ~ of tee t~ow~rs. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSIiIP CERTIFICATION FORM OwnerBuyer Mailing Address ~~ ~~ 3 ~ ..K.....,,,~-~ Property Address ~` ` (Verification required from Planning Zoning ~pepartment for new construction.) CityJState GtJ~ ~'~ ~ w~ Parcel Identification Number li FC~AY. DESCRIPTION ` ~ ~ ~ ~(,,~ W, Town of cation ~/~,~ r/a , ~.~._ r~ ,Sec. ~~ , T ~ N R Property Lo ~ ` ~ - Lat # Subdivision S S \~ ~~ ~~ ~ ~ , Volume ~~ Page # Certafied Swr~v/e~ N.~ap # (~~t~ ~~'''~ ~'a~ ~~ ,Volume -• Page # - W~h~City lleed # Spec house yes no I.ot lines identifiable yes no SYSTEM MAINTENANCE AND O'W'NER CERTgICATION Improper use and maintenance of your septic system could result in its premature failure to handle~S~a~u put into maintenance consists of pumping out the septic tank every Three years or sooner, if needed, by a licensed p per. the system can affect the function of the septic tank as a treatment stage in the waste dispo~~sOter~dinancne~ maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County The properly owner agrees to submit to St. Croix County Planning & Zoning Department a certi~ (1) ~ on site by ~ owner and by a master plumber, journeyman plumber. restricted plumber or a licensed pump~v~Y f ~s~y)= ~ ~ptrc tank is wastewater disposal system is in proper operating condition and/or (2) after inspection and p p 8 C less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the pepartment of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St Croix County P1an~$ ~ Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property d 'bed above, by virtue of a arranty deed recorded in Register,of Deeds Off ce. SIGNATURE OF LICANT(S) ~. DATE U~t,;U~-c~~~ eni.*** *~* Any information that is mist'epresentedmoy result in the satutary permrt being revoked by the Planning ~ Zoning 17eP~ Include with .[his application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08I05~ V1 WBCD LOAN # 500848649 Lender and that obligates thetransfereeto keepa{{ tfie promises and agreements made in the Note and in this S.ecurity.lristrument: Borrower will continue to be obligated under the Note and this; Security Instrument unless Lender releases Borrower in writing. If Lender exercises the option to require immediate payment in full, Lender shall give Borrower notice of acceleration:.The notice shall provide a period of not less than 30 days from the date-the notice is given in accordance with Section ~ 5 within which Borrower-must pay all sums secured bythis Security Instrument. I# Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by th.i ,Securifylnstrument without further notice or demand on Borrower. BY SIGNING BELOW, Borrower accepts a d agrees to the terms and covenants contained in this Adjustable Rate Rider.l ~ V / ~ / ~ n MULTISTATE INTEREST-ONLY ADJUSTABLE RATE RIDER .WITH INTEREST-ONLY PERIOD-Single Family Flagstar Fo~m# 3812 5/02 ~~ Ftagstar modttied verston of Fannfo Maa lSnftorm 4nstrument Form 3136 Online Documents, Inc. ~ PAg6 3 Of 3 ~ P5t47RDU 09-20-2005 11:43 State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Document Number ~ ~ Document 1Jame THIS DEED, made between Robert K. Sell and Mary K. Sell, husband and wife _ ("Grantor," whether one or more), and Jason Sell and Michelle Sell, husband and wife ("Grantee," whether one or more). Grantor quit claims to Grantee the fallowing described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Part of the Northeast Quarter (NE l!4) of Southwest Quarter (SW 114) of Section Thirty-four (34), Township Twenty-nine (29) North, Range Sixteen (16) West, Town of Baldwin, St. Croix County, Wisconsin, more particuarly described as follows: Lot One (1) of Certified Survey Map filed March 18, 2008, in Volume 23 of Certited Survey Maps, at Page 5512, as Document No. 871111, office of the Register olDeeds for St. Croix County, Wisconsin. Dated April 3, 2008 Signature(s) authenticated on AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. ST. CROIX COUNTY ) Personally came before me on _ 4 / 3 / 0 8 * _„ _~ __________~~__ __ the above-named Robert K. Sell and Mary K,~.ell., TITLE: MEMBER STATE BAR OF WISCONSIN ____ __ ~ . D ~ S (If not, _ _ _ ____ '_ ~ ~~ - _ to known to be a person(s) who;exgeut~d ifi~.,tp~egoing authorized by Wis. Stat. § 706.06) ins ent and ac wl d ed the same. ~'. ~ ~ I T , 8' . , THIS INSTRUMENT DRAFTED BY: * Annette E. Peterson __ _ .~ - ~~ ~~~ Thomas A. McCormack _ _ _ _ _ _ Notary Public, State of WISCON_S_I ~_ ~ ^~ Baldwin WI 54002^~_ ~_ __~ ^ __..~_ `_ __ _ _ _ .___ My commission ~i:}~ansnat~reilt) (expir ~~b". t~ __ ) (Signatures may 6e auU-enticated or acknowledged. Soth are not neccssAryJ ~~ ~. NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY !~l QUIT CLAIM DEED &12003 STATE BAR OF WISCONSIN ' "~ 'NO.3-2003 *Type name below Slgttatll[CS• INFO-PRO^" legal Forms • (80055-2021 • irNoprofams.wm 1111111111111111 !11111111111111 IIII 111111 1111 1111 * 8 7 tgg 1rr~~8 QQ7 1 ~ U7L~V~ KATHLEEN H. WALSH REGISTER OF DEEDS ST. GROIX CO., WI RECEIVED FOR RECORD 04J04J2008 10:40AM RUIT CLAIM DEED azl:ner e a P.EC FEE: 11.00 PAGES: 1 Recording Area Name and Retum Address Thomas A. McCormack PO Box 2120 Baldwin WI 54002 002-1087-30-000 Parcel Identification Number (PIN) This is not homestead property. ~>0 (is not) (SEAL) __ ,_~ (SEAL) ~ obert K. Sell (SEAL) ___ _ (SEAL) * Mary K_S ! ~~ 1of1 Ilhulll!"'-"!Inlulll~llgllllp~l~lql L4 -y W (~ pz ~~ c m ~ '~. N ~ / v =yin .~~ ~ W t,J= ~o~nD= ' ~ ~' ~N~~i11 ~Os J i ~. :. zNz~ ~(~2.a 1 '''''r7rgrirNUIIflIH1111`111~``~`` ~~ ~ z 2~/ - n ~~ ~ ~7{f~f KATHLEEN H . V1AlSH REGISTER OF DEEDS ST, CROIX CO „ Wi RECEIVED FOR RECORD 03/18/2008 03:OOPM CERTIFIED SURVEY MAP VOL: 23 PAGE: 5512 REC FEE: 13.00 COPY FEE: 3.00 PAGES : 2 l3 M[~G°~dLa~C~D da[n]D~ m ~ N / WEST UNE OF THE NE1/4 OF ,-- THE SW1/4 OF SECTION 34 S01 °04'10"E 217.75' ~/ o m . 2 Tz ~~ O~ / N V I, sp, Z ~+ ~ ~, • ~ / / I m ~ ~ ~ ~ 7 ~ o"S~?~~~ ~' ~~~~ ~ ~ 1 ~ / ~~ "~ ~ w~ ° ~`~SFo N / . ~~. 1 N ~$ r N o ~~ 1 '`~~ ~ i ~~ oz rm O~ n~ O? z i+ ^yA _ ~ Z A ~ ~ Q wz~ ~, A ~m S01°04'10"E 133.37' ,+ Z m n m ~ z Z o IG ~° z ~~ ~~_° I~ ids I~ ,`~~~ i~ .~mm ICo7 ~~°'~ O m I~ ~ m IQ V o (~, T 2 m A 0 ~+ T Nfl 1 °04' 1 O"W 485.04' / aapaa~~~ ~a®~ j / o ~ _, - EI ^ ~ ~ 1 m ~ ~ ~ Z ~ X p m~ y/ ~ ~ D m m~ Z z 3~ ~ -c z ~Z m ~ z°n Z n m m z~ ~ m ~~ '~ ~ ~ m ~m " O Z~ II ~ ~ T~ co ~ -'cn z 'n m i ~, ° z $~ o v o~ 0 Q b m ~ ~z 2 Z 1 of 2 Vol. 23 Page 55]2 BEARINGS ARE REFERENCED TO THE ST CROIX COUNTY COORDINATE SYSTEM Z ~ 'D Z Ta 0 ~ ~A~` K c 'm° ~ ~~~ z c~ n W ~ 2 ooh ~~~m ~~ ~ ~g W r n v z OD ~ z~ ooh m ~ ~ A r O m Z m C m Z~~ ~Om °~o .~ m m N ~ XN n~C O ~, //~ Z~\ ~N ~^m A. +• 0 Z Z NA~ ?~ Z mm ~n 0 0 -+ co m A ~ FROM : i3R [ Arl NAUGHT-PREFERRED Pllh>P FAX N(]. 7154258035 Mar. 30 2005 09: 57AM P1 :,-; - ;~ - 3~, - ~, - ~ 10 ,~ -~ ~ •s ~;l .~ AR(.)s)~ ~ `.~ ' S . ~ ~ ~I~ 153 153 I l ._ ..1 l4. t _ . - i~y .. 1 l 20 1t) 60 80 100 C,td i (7N5+ _ ,u t,itS ~ 8C 1 fit? 1~A 320 %LOw +'F.R MINUTE s+eseanw CONSULT FACTpRY FOR SPECIAL APPLICATIONS • Titnect dosiclg parcels available. • Eiec~rtcd aMemator5. for duplex systems are available and supplied with an atarm. • Variable feud COrItr01 SwiiChes are available tt)t COr11r0ihn9 single phase systems. • Ocwble Ai94Y~ vari~le level float awitd>es are available fa variable level long and siloA Cycle oonhds. • SealedMtaedfc-8rnc ar~lahle to outdoor i1>Sfattatlats. See i'>U~d2o• • over 130'F. (5A'C-) special Qumation required. 15'[115JJ153 Series 11 i 11 Y ~0~ t ' 'd 14 Modd , Yol Am s $ir~~ i Oa la N1 1 115 1 6.0 1 2 3 BN1SI 11S 1 „~ 0 NduOed 1 r3 ~~~ES`t 230 t • ! .~ 1 2 r3 BE15 t t t it 1 /wIO . -~ Mdudad 7 Ora 2 3 ``BPI15? 115 f ~ ab 2or3 f~Et52 130 1 till l3 1 1a3 BE15? 230 1 Aub 0.3 ' Inahdad 2 or 3 jl53~~ ~115 1 Non 10.5 1 2a3 1 BN153 n5 t b t. M+c1 3 E153 230 t Non 5.3 ..x., t 2a3 i fiF,s3 23D t nub 5.3 rndvOed 2a3 MOCEL Feet Meters 5 t.5 iD • ~ 3.1 15 ~.G 20 ti. t 25 7.6'. JO 9.1 J5 __ ~ 0.7 40 12.2 Shul-oft i•+rod: Model 151 -. s rats z ~~e . see .. 3 1/a ... _ I I n V/r6 r t +z t/e -~ • s/a .. ,s,raar SELECTION GUIpE e, sun All mau+tet;M at ecnuWS. Maeetlon dsrrcw and w1Anp stloald W NI+O rY a,wlMed Geensed ekcoiiwn. Alf Cledrlnl and safely model OAoyld he followed MCIYQM+O fM II+Oft recent Hatgnd Eleeeie Cods (NECI aM tAe QOwpsfand $dab ettd NNItA /1d (aSNA} ___...r. :r ~_ swrv~ t. Single f~ybadc variable level lbal ~rNd, ar doude flip9YbarJ' variable level lfoat . Rater b Moan. 2. See FM0711 far carnet mOdd of Elachical Allemetor E-0a><. 3• variallle level control ardkS+ 10A225 usOd as a cortt+d activator. aclnciM duplex (3) or (4) tlpat System. RESERVE POWERED DESIGN For unusual conditans a reserve safety fader is f~ltgineered into the design of every Zoeller pump. ewe. ,~ , :,,. nun .w-• . laee,Y4xv ~ AlentlracWesd.. '° !o.• ~ SN-ror3BwCanertaeitoed ~.., . ~~]~j~ ter~e.+cv ~o21r-19e>! ¢.eta fewer S~ /939 P,!//i~1P !O. fslni n~tsaai tn°.00j hflp!/www. ZOBNer. CQ/R -"'~ q4 N_nnurb•hl 9tNt7 7rwibr P:n Atl nnhls n•e:wnnwi f•1! !z nti°r~~T fFF} IJ~tVi fiNU ii='1~~+raTf'+;=i•!', ;' ... Gal. ! itnrs Gal. i Liter ;;c' .~:.... .. 45 161 69 7Fj i i t.~. ~_ ... •2 _231 .. ~ fib 131 i ~'s .:. %~'~~ ._ .. ;- •--- 3fi ~ 2Q1 ~ ~ L~ 2U. ' ' _ ' ...< 28 167 d4 ifi7 52 + t _• 20 t29 S~ 129 tp i ~~_ . w:.: __ Z3 SI "la . A7 _ - ~ - t .. ~.... . __ -_ . 1 .__ _ 30.0 ft...L.im) 3$ 4. l'-;n^'% i. ~'. ~ -•'.Y.._. o+waerE,+~ Models 152 1153 ...I 3 171,1 s ~//.11 .L ~ ! J '~' commerce.wi.gov ^ ^ iscon-sin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www, commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary January 09, 2008 RECEIVED JAN 16 2008 ATTN.• POWTS Inspector CUST ID No. 46672 MARK W IVERSON EVERGREEN IRRIGAT PO BOX 155 HAMMOND WI 54015 ST. CROIX COUNTY ZONING OFFICE ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES; 01/09/2010 ldent~cation Numbers Transaction ID No. 1496795 SITE: Robert & Mary Sell Site ID No. 733581 Town of Baldwin, St Croix County Please refer to both identification numbers, NE 1/4, SW 1/4, 534, T24N, R16W above, in all corres ndence with the a enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1166992 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: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of sail saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 10 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of 15 inches immediately following 3-4 inches of sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. The mound shall be located as close to CST B-1 as possible. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. MARK W IVERSON Page 2 1/9/2008 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits requiredby the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 7 days prior to any earth disturbing activities. You will need to either file the NOI and an erosion control plan summary on-line at www.commerce.wi.gov/sb or submit a completed NOI form and either a plan summary or complete plan to us, with additional fees, or to the certified municipality. 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 101.12(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. Sincerely, ~' eroy G. nsky, PSS POWTS Wastewater Specialist Integrated Services Bureau (715)726-2544 ,Friday, 7:00 a.m. To 3:30 p.m. leroy. j ansky@wisconsin.gov Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. commerce.wi.gov ^ ~scons~n Departmerrt of Commerce INSPECTION. REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.wi. gov/sb (715)726-2544 Date of Inspection: ~ " "be Project Name: Sell Use: New Residential Legal Description: NE, SW, ; Site Number: na Parcel 1D Number: 002-1087 Municipality: Town of Baldwin County: St. Croix rare RECEIVED 29, 1`Ca(~/, L 0 2447 ST. CROIX COUNTY 7nNING OFFICE Plan Transaction Number: na Sanitary Permit Number: na Wastewater Flow: 450 gpd Persons Present: P. Quin, R. Yarrington, J. Stang, and T. Gedatus ~r Name and Address: Joe Stang, MP 223475 506 Willow Dr Woodville, WI 54028 PO Box 263 Woodville, WI 54028 Owner Name and Address: Robert & Mary Sell 2439 Cty Rd BB Woodville, WI 54028 .,,,.~. ~L~~- c~sm ~ ~~~,~~~, An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, .land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Atypical soil profile at CST B-1 could be described as follows: 00-08" 10YR 3/2 sil, 2f-msbk, mfr, cw. 08-11" 10YR 3/2 sil, 2csbk, mfr, as. 11-15" 10YR 5/3 sil, 2-mpl, mfr, cw, w/ f2f 10YR 516 and 6/2 rmfs. 15-21" 10YR 4!4 sicl, 2msbk, mfr, w/cad 7.5YR 5!6 and 6/2 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. in addition. the down slope toe should be designed at a 4:1 slope ration to further extend the downslope toe. At feast 30 inches of sand lift is required when applying septic tank effluent to the distribution eel! of the reound to ensure proper treatment. Chisel plowing to a depth of 15 to 18 inches is recommended to help reorient the platy structure and improve downward water movement. The longest portion of the mound must be orientated along the contour. The up slope toe of the mound shall be constructed to divert surface water around the mound structure as much as possible. {n addition, an up slope drainage ditch should be considered if it is determined that surface or subsurtace hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. roy G. nsky, P , Wa ~ ater Specialist cc: lero .'an wise nsin. E-mail 715/726-2544 Voice 715/726-2549 Fax County ^ Plumber CST ^ Owner ^ Other ~~~~9~ INTERPRETIVE DETERMINATION REPORT Property Owner: Robert & Mary Sell 2439 Cty. Rd. BB Woodville, WI 54028 ~'. CJ.'~'~'. T~. a. ~'artt~'ft~°~~t~ti ~~py DEPAR71L9ENT OF COPvSMERCE DIVISION OF SAFETY AND BUILDINGS SEE C RRESP. DENC Site Location: NE'/a of the SW '/4, Sec. 34, Town 29N, Range 16W Town of Baldwin St. Croix County ~k'~', /"~~ ~lawc w. NERSpN 197 HAIYrYtCMp, Mark Iverson, PSS #197; November 22.2007 Date Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist P.O. Box 155 Hammond, WI 54015 Phone:715-796-5664 Fax: 715-796-5246 e-mail: evergreenetc@baldwin-telecom.net RECEIVED JAPJ 0 ~ 2008 SAFETY & BUILDINGS TABLE OF CONTENTS I. Introduction .............................................................................................................1 II. Project Information ..................................................................................................1 III. Method .....................................................................................................................1 IV. Discussion of Results ...............................................................................................2 A. Local Hydrology ..........................................................................................2 B. Geomorphology ...........................................................................................2 C. Soil Disturbance and Hydraulic Modifications ............................................2 D. Landscape Position and Local Topography .................................................2 E. Soil Series and Mapping Units ....................................................................3 F. Additional Data ............................................................................................4 G. Comparative Analysis ..................................................................................5 H. Government Reports and Comments ...........................................................5 V. Conclusions and Recommendations ........................................................................5 VI. References ................................................................................................................7 TABLES Table 1 - Soil Series Characteristics Table 2 - Hydric Soil Classification FIGURES Figure 1 - USGS Topographic Map Figure 2 - Soil Map APPENDICES Appendix A - Soil Evaluation Report Appendix B - Government Reports I. INTRODUCTION On November 22, 2007 Mark Iverson, Professional Soil Scientist # 197 and Certified Soil Tester #46672, completed an interpretive onsite soils evaluation. An interpretive evaluation is required because the site does not meet the requirements to install a new private on-site waste treatment system (POWYS) through completion of a conventional onsite soils evaluation (<A+4 inches of acceptable soil must be present). The onsite evaluation was completed through the observation of the soil profiles at five test pit locations. This report has been prepared to present the results of an interpretive onsite soils evaluation. The evaluation was completed at the request of the client representative, Joe Stang, Stang Plumbing. The property is located on Co. Rd. BB '/4 mile east of Rose Lane in the Township of Baldwin, St. Croix County, Wisconsin. A site visit was previously conducted by Leroy Jansky, Wisconsin Department of Commerce, on November 16, 2007. Details of Mr. Jansky's site visit are included in his correspondence included as Attachment B. II. PROJECT INFORMATION The following is site-specific background information: Property Owner: Robert & Mary Sell 2439 Cty Rd. BB Woodville, WI 54028 Site Location: NE '/4 of the SW '/<, Sec. 34, Town 29N, Range 16W Parcel ID # 002-1087-30-000 Town of Baldwin St. Croix County Historic Land Use: Crop production Current Land Use: Crop production Vegetation: The vegetation within the tested area consists of miscellaneous grasses. There are no signs of stress within the tested area due to excess or insufficient moisture. Hydric vegetation was not observed within the project area. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth in Comm 85.60(2) of the Wisconsin Administrative Code and in the summary provided by Leroy Jansky titled, "Preparing the Interpretive Determination Report" (March 13, 2002). IV. DISCUSSION OF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns -Surface water drainage is uniform over the proposed system area (borings 1, 2, & 3). The proposed system location is on the back slope. The slope within the proposed system area is approximately 3%. Evidence of concentrated surface water flow was not observed within the proposed system area. 2. Subsurface Water Drainage -The silt loam texture and lack of compaction within the plow layer of the A horizon offers good infiltration and lateral movement of precipitation received on site. Moderate compaction due to annual plowing was observed within 6 to 17 inches of the surface at all test pits. This was observed through the platy structure that was present within the soil profiles. The platy structure limits the infiltration of surface water within the profile. During and immediately following frozen conditions and following heavy precipitation events, runoff will be much greater. 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area -The proposed system area is located on the backslope of the hill slope profile. There is contributing drainage area up slope of the tested area. A surface water diversion will need to be constructed to limit the effects of potential surface water received from upslope. 5. Soil Saturation -Saturated soil was not encountered within the tested area. 6. Surface Water Elevations -Surface water within the immediate vicinity of the site, if present, has been identified on Figure 1. B. Geomorphology 1. Parent Material -The parent material is loess over glacial outwash/till. 2. Landform Type -Ground moraines. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in a crop field. No hydraulic modifications, such as drain the or ditches, were observed at the time of the assessment. No additional surface water is received from impervious surfaces. D. Landscape Position and Local Topography The regional topography is shown on figure 1. The ground surface elevation is approximately 1170 feet mean sea level (msl). The topography within the proposed system area is shown on the site map included in Appendix A. The proposed system elevation is 100.00 feet (site specific elevation). The shape of the slope within the proposed system area is generally linear (perpendicular to the contour) and slightly convex (parallel to the contour). FIGURE 1- USGS TOPOGRAPHIC MAP "°~ ~, `~~~ ,~ ~,~ ~' ~ _ ~, ~ `4 ,t 1 ,4 if ~ E. Soil Series and Mapping Units _~ , R~. BB --a ~1 -~-- - The Natural Resources Conservation Service Web Soil Survey maps the soils on the property as Freeon silt loam (FoB) and Skyberg silt loam (SrA). The location of each soil type is identified on Figure 2. The primary soil characteristics as described in the series descriptions are identified on the Table 1. TABLE 1-SOIL SERIES CHARACTERISTICS Ta~cfiira Paronf MAtpriAl Permeahility Soil A E or B Surface Subsurf. Surface Subsurf. Drainage Series Horizon Horizon Class Sr SIL sII,/SicL Loess Till MS or S MS or S SP Fo SIL L/SL spiry sed. Till M MS MW Abbreviations Permeability 3 IM =Impermeable VS =Very Slow S =Slow Drainage Class VP =Very Poorly P =Poorly MS =Moderately Slow RA =Rapid M =Moderate VR =Very Rapid MR =Moderately Rapid W =Well SE =Somewhat Excessively SP =Somewhat Poorly E =Excessively MW =Moderately Well TABLE 2 - HYDRIC SOIL CLASSIFICATION NRCS -USDA Soil Series Com orient Inclusions USACOE Sr No Auburndale No Fo No None No USACOE = US Army Corps of Engineers F. Field Observations The soil present within the proposed system area has slight similarities to the description of the mapped soil units Skyberg & Freeon, identified on the Natural Resources Conservation Service Web Soil Survey. The A horizon extends 10 to 11 inches below surface within the proposed system area (Borings 1, 2, and 3). Moderate granular and blocky structure is dominant in the plow zone of the Ap horizon, however moderate platy structure is present below the plow zone in the A and B horizons. The platy structure is most likely due to compaction from previous tillage activities and is common in most of the silt loam soils within central and eastern St. Croix County. Redoximorphic features were not observed within the A horizon of borings 1, 2, or 3. Redoximorphic features were observed in the B horizon of all borings completed. FIGURE 2 -SOIL MAP The dense glacial till observed below the A horizon within the test pits restricts the infiltration of the soil water. Root growth and plowing of the first A horizon have resulted in excellent structure that is well suited for dispersal of soil water within this horizon. The soil on site does not meet the hydric soil criteria. The lack of hydric soils indicates that the soil is likely not saturated for greater than 5% of the growing season (approximately 7 consecutive days). A dominance of hydrophytic vegetation was not observed within the proposed system area. The lack of these features does not preclude the possibility that the soil is saturated for a prolonged period of time prior to or on occasion during the growing season. G. Comparative Analysis Soil-borings (B-1, B-2, and B-3) were completed within the proposed system area. Two additional borings were completed one upslope (B-5) and one downslope (B- 4) of the proposed system area. The texture and structure of borings 4 and 5 were similar to that of the tested area. The depth to redoximorphic features in B-4 and B-5 were shallower in comparison to the borings completed in the system area. Borings completed in the proposed system area did not have redoximorphic features in the lower portion of the A horizon (8 to 11 inches below surface) while the soil observed in B-4 and B-5 did contain redox features in this interval. The soil directly beneath the A horizon of B-4 had a dominant soil color of 10YR5/2 indicating that the soil at depth is saturated for prolonged periods during the growing season. Higher chroma colored soils were observed beneath the A horizon within all other test pits. H. Government Reports and Comments An inspection report completed by Leroy Jansky, Wisconsin Department of Commerce, is included in Appendix B. V. Conclusions and Recommendations Seasonal saturation appears to be limited to greater than 10 inches below surface within the proposed system area, the majority of the time. The lack of soil dominated by low chroma colors within the proposed system area indicates that the redoximorphic features observed are not due to a high water table or perching conditions. The cause of the redox features observed in the test pits is most likely attributed to short-term seasonal saturation due to slow permeability of the platy structured soils and subsurface horizons. Reorientation of the platy structure by chisel plowing after placing 3 to 4 inches of ASTM-33 sand on the system area will aid the dispersion of effluent through the subsoil. The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 10 inches of soil within the proposed system area. 2.) Silt loam soils with moderate platy structure and redoximorphic features observed in the third horizon of borings 1, 2, and 3 can be remediated by placing 3 to 4 inches of ASTM-33 sand on the system area and chisel plowing to 15 inches below the original ground surface. This will provide a dispersal route for the effluent through the compacted subsoil and therefore more effectively dispersing the treated effluent. 3.) Neither hydric soils nor a dominance of hydrophytic vegetation are present within the proposed system area. 4.) There are no features that concentrate surface water flow toward the proposed location of the system. 5.) The slope at the proposed system location is 3%. The slope is uniform with no dips or valleys at the proposed system location. 6.) The lack of soil dominated by low chroma colors indicates that the redoximorphic features observed at depth are due to temporary seasonal saturation and not from a permanently high water table or perching condition. The following recommendations should be considered during installation of the proposed system: 1.) The system should be installed on the 100.0' contour to stay within the tested area. 2.) Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3.) To break up the platy structure tillage must be completed with a chisel plow to a minimum depth of 15 inches below native ground surface during dry conditions after placing 3 to 4 inches ASTM C-33 soil over the infiltration surface. 4.) The basal loading rate shall not exceed 0.2 GPDlft2. 5.) The system shall be designed to have a linear loading rate of 4.5 GPD/ft or less. 6.) The system will follow the contour (100.0') and be nearly linear. 7.) The area upslope of the mound near B-5 must be altered to limit the influence of surface water received from upslope. See the proposed surface water diversion identified on the map included in Attachment A. 8.) The system should be installed closer to B-1 versus B-2 to take advantage of the sandy soil texture and better infiltration characteristics observed in B-1. The final approval of this site must be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinion of Mark Iverson, Professional Soil Scientist (#197) and Certified Soil Tester (#46672). VI. REFERENCES 1.) Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nres.usda.gov/ accessed [12/18/07]. 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) US Department of Agriculture, Natural Resources Conservation Service. 1996. Field Indicators of Hydric Soils in the United States. G.W Hurt, Whited, P.M., and Pringle, R.F. (eds,). USDA, NRCS, Fort Worth, TX. 4.) Schoeneberger, P.J., Wysocki, D.A., Benham, E.C., and Broderson, W.D. (editors), 2002. Field book for describing and sampling soils, Version 2.0. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. 5.) United States. Us Geological Survey. Topographical downloaded from http://terraserver. microsoft. com/ 6.) St. Croix County. St. Croix County Land Information System. http://72.21.230.178/website/pas sY temlgisportal.htm 7.) United States. United States Department of Agriculture -Natural Resources Conservation Service. Hydric Soil List for St. Croix County, Wisconsin. ftp•//ftp-fc.sc.e~ov.usda.gov/WI/Soil/hyd/hyd109.htm 8.) United States. Us Army Corps of Engineers. 1987. Corp of Engineers Wetland Delineation Manual, Technical Report Y-87-1. U5AEWES Environmental Laboratory, Vicksburg, MS. APPENDIX A SOIL EVALUATION REPORT Wisconsin Department of Commerce SOIL EVALUATION REPORT ,'""+i..age 1 of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code ~+...~ Attach complete site plan on paper not less than 8 %: x 11 inches in size. Plan ust Include but not limited to: vertical and horizontal reference point (BM), dire on andR EC E I VE cel I 002-1087-30-000 Percent slope, scale or dimensions, north arrow, and BM referenced to neares road. Please print alt information Review Date Personal information you provide maybe used for secondary purposes (Privacy Law, 15.04 (1)~m~) ~ ~, 2~ ,' !uvy~•r-- j Z 2 G~ f Property Owner Pro L o ROIX Robert & M Sell ~~1 Govt t tvl}4G ~E ° s 3 T 29 N R 16 w Property Owner's Mailing Address 2439 Cty Rd BB Lot # Block # Sub a or ,~ ~ i ~' ~ tr ~ ~uJ C'S/?~ City State Zip Code Phone ^ City ^ Village 0 Town Nearest Road Woodville WI 54028 715-698-3647 Baldwin Co. Rd. BB. ® New Construction Use: ®Residential /Number of Bedrooms 3!4 Code derived design flow rate 450/600 GPD ^ Replacement ^ Public or Commercial -Describe: Parent Material Glacial Till General comments and recommendations: Flood Plain elevation if applicable N/A ft. 1 I Boring # ®Pit ~ Ground Surface Elevation 100.0 ft. Depth to Limiting factor 10 in. ~~ ., S it icat' n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dl1tz In. Munsell u. Sz. Cont. Color Gr. Sz. Sh. "Efr#1 "Etl~f2 1 0-8 10YR3/2 - SIL 2-m-gr mfr gs 3f 0.6 0.8 2 8-10 10YR3/2 - SIL 2-m-pl mfr cw 3f 0.0 0.2 3 10-14 10YR4/3 10YR4/6 8 4/2 c-1-d SIL 2-m-pl mfr cw 2f 0.0 0.2 4 14-21 10YR4/3 - SIL 2-co-bk mfr gw 1f 0.6 0.8 5 21-26 10YR4/3 7.5YR4/6 f-1-d GRSL 2-co-bk mfr cw 1f 0.6 1.0 6 26-30+ 7.5YR4/6 - GRS 0-sg mfr - 1 f 0.7 1.6 n Boring # ~ Boring ®Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 11 in. Soil I' n Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell u. Sz. Cont. Color Gr. Sz. Sh. "Et?#1 'EtT#2 1 0-8 10YR3/2 - SIL 2-f-gr mfr gs 3f 0.6 0.8 2 8-11 10YR3/2 - SIL 2-f-pl mfr as 2f 0.0 0.2 3 11-17+ 10YR5/3 10YR5/6 & 5/2 c-2-d SIL 2-m-pl mfr - 1f 0.0 0.2 • Effluent # 1 = BODs> 30 _< 220 mg/L and TSS > 30 5150 mg/L • Effluent #2 = BODs <_ 30 mg/L and TSS <_ 30 mg/L CST Name (Please Print) Signature CST Number Mark Iverson ~ ~--- 46672 Address Date Evaluation Conducted Telephone Number P.O. Bax 155 Hammond, WI 54015 November 22, 2007 715-796-5664 Property Owner ParcelID# 002-1087-30-000 Page 2 of ~ a Boring # ^ Boring OPit Ground Surface Elevation 98.8 ft. Depth to Limiting factor 10 itt. I n a Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ in. Munself Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EtI#2 1 0-8 10YR3/2 - SIL 2-m-bk mfr gs 2f 0.6 0.$ 2 8-10 10YR3/2 - SIL 2-m-pl mfr as 2f 0.0 0.2 3 10-13 10YR4/6 7.5YR4/6 & 10YR5/2 m-1-d CL 2-m-pl mfi gw 1f 0.0 0.2 4 13-18+ 10YR4/6 7.5YR4/6 8 10YR5/2 m-2-p CL 1-Cabk mfi - 1 f 0.2 0.3 Boring # ~ Boring ®Pit Ground Surface Elevation 97.9 ft. Depth to Limiting factor 6 in. oil I' n Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munself Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *EfF#2 1 0~ 10YR3/2 - SICL 2-m-gr mfr gs 3f 0.4 0.6 2 6$ 10YR3/2 7•SYR3/3 & 10YR3/1 SICL 2-m-pl mfr as 2f 0.0 0.2 3 8-11 10YR5/2 7.5YR4/6 m-1-p SICL 1-co-pl mfi gw 1f 0.0 0.2 4 11-14+ 10YR4/4 7.5YR4/6 810YR5/2 m-2-p GRCL 2-m-pl mfi - 1 f 0.0 0.2 Boring # ~ Boring OPit Ground Surface Elevation 100.8 ft. Depth to Limiting factor 8 in. oil lication R Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munself u. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#t2 1 0-8 10YR3/2 - SIL 2-f-gr mfr gs 3f 0.6 0.8 2 8-11 10YR3/2 7.5YR3/1 f-1-f SIL 2-f-pl mfr ac 2f 0.0 0.2 3 11-15+ 10YR5/3 7.5YR4/6 8 10YR5/2 c-2-d SIL 2-m-pl mfr - 1f 0.0 0.2 ' Effluent # 1 = BODS> 30 _< 220 mg/L. and TSS > 30 <_ 150 mglL 'Effluent #2 = BODs <_ 30 mglL and TSS < 30 mglL Robert & Mary Sell 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. Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. ~ ~, N Line s-4 97.9' B-1 B-3 \. ~fi,~ ~ ~9 90 &2 S `-' 4~a~ ~dte~ ~,~~?~7 ~O ~O• ~~0 p, Bt~Elevationption . Bench Mark ~, =Boring Location & Elevation All unmarked property lines are greater than 100' from borings Owner: Robert & Mary Sell Site Information: Completed By: Mark Iverson 2439 Cty Rd. BB NE 1l4, SW 1/4, S34, T29N, R16W 680 Larcom Street Woodville, WI 54028 Tawn of Baldwin Hammond, WI 54015 Phone: 715-698-3647 St. Croix County 715-796-5664 PSS#198 / CST# 46672 commerce:wi.gov scansin pepartment of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce. wi.gov/sb (715)726-2544 Date of Inspection: November 16, 2007 Project Name: Sell Use: New Residential Legal Description: NE, SW, 34, 29, 16W Site Number: na Parcel ID Number: 002-1087-30-000 Municipality: Town of Baldwin County: St. Croix Plan Transaction Number: na Sanitary Permit Number: na Wastewater Flow: 450 gpd Persons Present: P. Quin, R. Yarrington, J. Stang, and T. Gedatus Plumber Name and Address: Joe Stang, MP 223475 506 Willow Dr Woodville, WI 54028 Certified Soil Tester Name and Address: Thomas W. Gedatus, CST 962178 PO Box 263 Woodville, WI 54028 Owner Name and Address: Robert & Mary Sell 2439 Cty Rd BB Woodville, WI 54028 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil .texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at CST B-1 could be described as follows: 00-08" 10YR 3!2 sil, 2f-msbk, mfr, cw. 08-11" 10YR 3/2 sil, 2csbk, mfr, as. 11-15" 10YR 5/3 sil, 2-mpl, mfr, cw, w/ f2f 10YR 5/6 and 6/2 rmfs. 15-21" 10YR 4/4 sicl, 2msbk, mfr, w/cad 7.5YR 5/6 and 6/2 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. in addition. the down slope toe should be designed at a 4:1 slope ration to further extend the downslope toe. At least 30 inches of sand lift is required when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. Chisel plowing to a depth of 15 to 18 inches is recommended to help reorient the platy structure and improve downward water movement. The longest portion of the. mound must be orientated along the contour. The up slope toe of the mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. ~G~• Leroy G. ansky, S, Was water Specialist cc: lerov.ianskyja~wi consin.ao E-mail 715/726-2544 Voice 715/726-2549 Fax Q County © CST ^ Other ^ Plumber ~ Owner St. CNOiac County Planning and Zonin Detail Sanitary Information Tuesday, May 03, 2005 at 10:07:03 AM Page I of 1 Computer #: 002-1087-30-000 Parcel #: 34.29.16.504A Municipality: Baldwin, Town of Sub/Plat: metes & bounds Lot: CSM: Section: 34 TN/RNG: T29N R16W 1/4 114: NE 1!4 SW 1!4 Owner: Sell, Robert 8~ Mary 2436 County Road BB Woodville, WI 54028 Gt;~C~4--~~ l~t~/'>'~^- y~"r'~'~- State Permit: 353144 ~ Issued: 10/04/1999 POWTS Dispersal: Mound Permit: Replacement County Permit: 0 Installed: 10!27/1999 POWTS Detail: NA Bedrooms: 3 WI Fund: No POWTS Pretreatment: NA Notes Inspector As Built Kevin Grabau No Signed Off: Yes Plumber Other Requirements Schumaker, William Additional Notes Monev Owed Kevin signed off on 3/19/01; he and Jon $0.00 Sonnentag inspected the installation 10/27!99 Maintenance Scheduled Pump Date Pumped 1st Notification 2nd N otification 3rd Notification 10/26/2002 5/1/2003 5/1 /2006 Owner: Sell, Robert & Mary 2436 County Road BB Woodville, WI 54028 State Permit: 344691 Issued: 09/15/1999 POWTS Dispersal: Non-plumbing Sanitation Permit: New County Permit: 0 Installed: 09/16!1999 POWTS Detail: Privy -Vault Bedrooms: 0 WI Fund: No POWTS Pretreatment: NA Notes Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Jon Sonnentag NA Schumaker, William Vault privy installed due to no plumbing in pemises $0.00 Signed Off: Yes served by privy. Art Wegerer has done a soil report to show where mound system can be installed later. Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 9/15/2002 04/01(2005 ~+ 2 W+soonsin DeparhneM of Commerce Division of Safety and Buildings SOIL EVAL~TION REPORT Page 1 ~ 4 m arxoraance w~ ~.vrnrn o~ vas, m ucro ~rnY St. Croix er not less than $1/2 x 11 inches in n Attad1 com lete site lan on a p p p p include, but not limited to: vertical and hor¢ontal reference poin i an parcel I.D. 002-108?-30-000 percent slope, scale or dimensions, north arrow, and Ices ' noe to res Please pri~rtt all i ~ Revie by Date Personal informafion you provide maybe used for ndary purposes riy~'!O , s. 15.04 ) )). ~ Z~ a Property Owner , r cation a Robert K &Mary K Sell G\~G F ~ . lAt NE v4 SW 114 34 T 29 N R 16 E (or} W Property Owner's Mailing Address S va~a\ Lot # Bk>clc # Subd. Name or CSM# 2439 Cty Rd. BB City State Zip Code Phone N ity ~vllage own Nearest Road Woodville Wisc. 54028 ( 1-'~15-698-3647 Cty Rd. BB New Construction Use Residential i Number of bedrooms 3/4 Code derived desgn flow rate 450/600 GPD Q Replacement ~ Public or commercial -Describe: Parent material Glacial Till Flood Plain elevation if appligble ~,uA _ ft General comments ~~ and recommendations: A+4 Mound Contour At 94.6 ~- G'h--.~Q~C~-~ -..._.~ ~ ~~~`r',.' `mss'` ~~ ~ Boring # [] Boring Q Pit Ground surface elev. 94.9 ft. Depth bo limiting factor 19 in. Soil licadon Rate Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots GP D1fP in. Munsell Qu. 5z. Cont. Color Gr. Sz. Sh. *EtT#1 *Eff#2 1 0-10 10YR3/2 -~ sil lmbk ml cw 2m 0.4c 0.6 2 10-19 10YR4/3 -- sicl 2fbk mfr cw lvf 0.4 0.6 3 19-28 7.SYR4/6 tzds~'RSts scl 2mgr mfr cw -- 0.4 0.6 2 Boring # ~ Bonng 94-9 22 pit Ground surface elev. fl. Depth to limiting factor in. Soil ticatan Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dif~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfT#1 *Eff#2 1 0-12 10YR3/2 -- sil lmbk ml cw 2m 0.4c 0.6 2 12'22 10YR4/3 '- sicl 2fbk mfr cw lvf 0.4 0.6 3 22-28 7.SYR4l6 t2d5YRSt8 scl 2mgr mfr cw __ 0.4 0.6 Etttuent #1 = BOD > 30 < 220 rrrglL and TSS >30 < 150 mg/L * Effluent #2 = BOD 30 mgl~ and TSS < 30 mgA_ CST Name (Please Print} Signature CST Number Thomas W. Gedatus G/~ 962178 Address Dabe aluation Conducted Tefepfione Number ', Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 11/8/2007 1-715-684-5166 I . . a Property Owner Robert K &Mary K Sell Parcel ID # 002-1087-30-000 2 4 Page of _ 3 („~ Boring ~n9 # ~ Pit Ground surface elev. 93.8 R p~~ ~ limiting factor 14 in. Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bour~ary Roots GP Dlf'~ in. MunseA Qu. Sz. CoM. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10YR3l2 --- sil lmbk ml cw 2m 0.4c 0.6 2 10-14 10YR4/3 --- sicl 2fbk mft cw if 0.4 0.6 3 ~-28 ?.SYR4l6 fldyr518 scl 2mgr mfr cw -- 0.4 0.6 D Boring # ~ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # ~ Boring pit Ground surface elev. ft. Depth to lirnitirrg factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIIt= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 *Eff#2 * Effluent #1 = BODs > 30 < 220 mgll. and TSS >30 < 150 mglt. * Effluerrt #2 = BODa < 30 mgA. and TSS _< 30 mg1L 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. SBA-6336Tcst (R,p7f00) Z 1-t 35 c+y rya. ~ ~ ~. S T # 9~ b Z - ~ ~ '~~ S w '/ 5 3 '~ `~` Z 5 N R ~b ~ ~~'~'~,~ ~ N r '~ -~ 1~ ~ t3ta7,~ 107- 3V- t?vO ~{"'owr off' I~~l~w~~r --~--- - ~-r~ >~~ r, t ' _ f_ ~, r ~ ~vq L }~h ~R~~ ~ ~ ~ r, ' -- ~ ~s % ~ ~ ., .~ ~ S calc ~ fe '~ ° a ~ l- ~ ~ ~~ ~tinb ~ ~~ 5s'~ ~ ~ ~ ., ~^ ~ , ~ zl ~'~5 commerce.wi.gov isconsin Department of Commerce ~~~z~ INSPECTION r//R 'V) ~ SAFETY AND BUILDINGS DIVISION Integrated Services Bureau REPORT 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce.wi.gov/sb (715) 726-2544 Date. of Inspection: November 16, 2007 Project Name: Sell Use: New Residential Legal Description: NE, SW, 34, 29, 16W Site Number: na Parcel 1D Number: 002-1087-30-000 Municipality: Town of Baldwin County: St. Croix Plan Transaction Number: na Saniitary Permit Number: na Wastewater Flow: 450 gpd Persons Present: P. Quin, R. Yarrington, J. Stang, and T. Gedatus Plumber Name and Address: Joe Stang, MP 223475 506 Willow Dr Woodville, WI 54028 Certified Soil Tester Name and Address: Thomas W. Gedatus, CST 962178 PO Box 263 Woodville, WI 54028 Owner Name and Address: Robert & Mary Sell 2439 Cty Rd BB Woodville, WI 54028 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at CST B-1 could be described as follows: 00-08" 10YR 3/2 sil, 2f-msbk, mfr, cw. OS-11" 10YR 3!2 sil, 2csbk, mfr, as. 11-15" 10YR 5/3 sil, 2-mpl, mfr, cw, w/ f2f 10YR 5/6 and 6/2 rmfs. 15-21" 10YR 414 sic!, 2msbk, mfr, w/cad 7.5YR 5/6 and 6/2 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. in addition. the down slope toe should be designed at a 4:1 slope ration to further extend the downslope toe. At feast 30 inches of sand lift is required when applying septic tank effluent to the distribution cell of the Hound to ensure proper treatment. Chisel plowing to a depth of 15 to 18 inches is recommended to help reorient the platy structure and improve downward water movement. The longest portion of the mound must be orientated along the contour. The up slope toe of the mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. roy G. nsky, P , Wa ater Specialist cc: lero .'an wisc nsin. E-mail 715/726-2544 Voice 715!726-2549 Fax County CST ^ Other _ ^ Plumber ^ Owner SWt/4 of Section 34, T29N, R16W, .' 114 Nrte a S9ctiort 34, 24 791921. 00'S3't2'1N: along-said>M2sl lme '45'47" W, akxtg saldright-of-way line, ebn9 said went Nrtr3, 2171:51 feet t the pant of begxtrtetg. Described 1 rght of way. SEt/4 and in pert df the NE114 of 4bed as foNaks: the SE1/4 of said Sectlat 34, hence N87°3t'28'W, along said ~ said nortlt -south 1!4 Cme, tt>artce Ner3rzew; atbng sad bn9:ad west Gne, 2r7.7a feet m _ r rarfroadrlyht-of-way; fhencc oot radtuscurH2, concave asureg 476..1 t feet; thence ve; 476.68 feet; tfter>ce 9 of ate NW1l4 ot'the SEi/4 and k measres 5°24'53`: whose shad 'and saki math Fn2 of tamer right m>er raiload raihit of way, i 045.37 tent of beginning. Described ' : t!4 of SecOort 34. T29N, R16w bUl) t 114 tme of card 58CtrOn 34 y line o1 brmer railroad ntng; ltlanC9 COnUflUing >Ot radius a,rve, ConCBVe ~su[es 616.81 feet; thence.. the W 1(2 of Mte SE i r4. and the wad rightvf-way lute tt1~1C2 of a X14.93 foot radius curve.. and measures 476.11: thence get to the pant o1 fangerwy and '~ I4 of Section 34, T29N R16W, >f the SEt;4 of said Section 34 tid former railroad right-of-way r~koad right-of-w2y line,193 67 angle measures 5°2453'. 'mar railroad rrghhot-way Nne f ~rxy~ thence S00°5723 ~. 9" and tte pant of curvature d a :had bears S88°5325'f and 194.16 feet to ttie point of ~ N ~ ~ \ ,, ~\ ~ ~ '` ~se~\ ~ \ ~~- FENCE IS 1.2' * -1 EAST OF LOT. CORNER l~ ti~i =;i ~, ~ ~, iL ~; ii _ ~, SECTION 34 ro V v4, W o,~~~ ~~ " "~F 'ter __ -J-,~-...~. _-- _ I:1Ut:UL31~J io ~C~ n . o _-_ _. ~ ,. _ _ _. 11.5 :- NORTH 4 ACRES p(CI,UpED FROM prl~ ISta,- B.6 - _ _. I _____ _.__... EAST _WESi t/4_IINE FENCE IS 2 6' `~T OF LOT CORNER SOUTH LINE OF THE NORTH 4 ACRES F 7' ~ ~~ „ ~ NORfiti • SOUTH ti4 ~ EAST 0 NE ~ tom, ii LtNI SECTIpN 34 ---- 1 •ISW14 - .~ , ~~ NE11 I , I 'i H0 /~ i ~~S~~ ~ ~ ~ EAST OF LOT CORNER ~. `\ ~ ~ ~otiR9 .. ,, ~t~ ................ ~~ ,~~;~~ ~ AA~'~ `~Aq ~ '~q 'oqU~, R,r~ ~~, ~~~. ~ ~,N ~OgiOhr~ :~,~-, , N~~vv~r w~ y 'ors r~; 7(g~ ~. ~ d ~, ~~~ P l-,~ ~.~, ~ ~ ti ~ ,iA y~,, ~ r A S`~ i tom` ~•, m N~1~ ~ ~9qq~ OHp~SF ~ ~~ ~ ~ o x m rn t iv paE e~N 0 (~,,N' SyEO T ~ X~- m SHED A ~i 81 ~I N i V .r .i NORTH 3p o RODS (a95.00) EXCLUDED FROM DESCRIPTION ~~ FENCE IS 8.6' ~_ NORTH OF LOT CORNER ~ ' 1 u- ~dt „r ~- s u r ~~~~ 5~" A~,~ ~- ~~t ~ ~ 1°;~~.' i ., ~=~° ~~ SOUTH LINE OF THE NORTH 3p ROLLS 1307,30 a ~i w ~~ ~~ ~/ FENCE IS 2.8' ~ - EAST OF LOT CORNER _ SOUTH LINE OF THE NE1;4 OF THE Swt?4 __ _-- NORTHLINE OF THE SE t;'4 OF THE SWt/4 x PARCEL s 5619 ACRES 2.447]49 SC FT s, $Q4°4 ;~~~ov ~1 A ~f N_ w ~~0~0`~F4~lr~~~~~ - 381 i ~~o~~~'~~`~°0 ~~ r~ t SOItTH LINE OF r ~ 7~ 9 -`"t!s Ht Nt ~2 OF THE SEt~ 0 IV@~°00'39"W 689.18, ~~ v PARCEL A 55 62ACRES INC. RNV 2,422,862 50. FT. 55 os AciaES Exc. RNy 2,399,233 SO. FT. SEila • S~tj11a z 0 0 c 2 z G T m n 4 z z ~ 0 W N r,, NWiJ4 - SEi(4 M---87 3 FENCEISB wESr of LoT c ~(~ ~' ~ ~ ~O ~~ `` NOTE: ~' 649.550 WISSINK T01 ,,,,~ 58..,,,5 t~gr3. E~:: t Fr O . .. PaACEI pESC ~; ~Ol.. 649. p( \ 1 PARCEL E i `~ ~Q°s~;2 2 29 ACRES 99.848 SO FT PA~/'-@~ /- 17'~1~ I~1 2 t ACRES V 52.718 50 FT ~i - ., `I ~1 f ' ~~Ji~ ~ ~1rA~~ ~ - ~ ~v% 1.1 rr_~~ 1 -. ,}j i - ,~_~ ..