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002-1090-20-100
-J~• C~v~.~c Cvu~ty Plannrng an{~ L~Oning Friday, Apri107, 2006 at 9:20:11 AM Detail Sanitary Information _ Page 1 oft Computer #: 002-1090-20-100 Sub/Plat: NA Section: 36 Parcel #: 36.29.16.5120 Lot: 1 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 20 Pg. 5094 1/41/4: NE 1/4 NE 114 Owner: Achterhof, Bruce 682 270th Street Baldwin, WI 54002 State Permit: 479475 Issued: 09/14/2005 POWTS Dispersal: Mound A+0 Permit: New County Permit: 0 Installed: 10/10/2005 POWTS Detail: NA Bedrooms: 3 Wi Fund: POWTS Pretreatment: NA Notes lssuerlinspector As Suilt Plumber Other Reouirements Additional Notes Monev Owed Not determined >411100 -Nat Required Bird, Shaun Future Lot 1 of a csm that is not yet recorded. No $0.00 Ryan Yarrington Signed Off: Yes residence is currently an this original parcel. 26.4 acres Maintenance Scheduled Puma Date Pumped 1st Notification 2nd Notification 3rd Notification 10/10/2008 Parcel #: 002-1090-20-100 04/07/2006 09:18 AM PAGE 1 OF 1 ------------------------ - --- Alt. Parcel #: 36.29.16.5120 002 -TOWN OF BALDWIN Current (~X~ ST. CRO1X COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 03/29/2006 00 0 Tax Address: Owner(s): O =Current Owner, C = Gurrent Co-Owner O -IMDIEKE, PAMELA K PAMELA K IMDIEKE XXX 270TH ST WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 2.994 Ptat: 5094-CSM 20-5094 SEC 36 T29N R16W NE NE CSM 20-5094 LOT 1 Block/Condo Bldg: LOT 01 Tract(s): (Sec-Twn-Rng 40114 160114) 36-29N-16W NE NE Notes: Parcel History: Date Doc # Voi/Page Type 11/22/2005 812691 2932/395 QC 11/02/2005 811032 2015094 CSM 07123!1997 1125!406 WD 07/23!1997 10231.546 TI 9Af1R CI IMMARY Bill #: Fair Market Value: Assessed with: Valuations: Description Class Acres Land Totals for 2008: General Property 0.000 0 Woodland 0.000 0 last Changed: 03/29/2006 Improve Total State Reason 0 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 002-1090-20-Z00 04/07/2006 09:17 AM PAGE 1 OF 1 Alt. Parcel #: 36.29.16.5120 002 -TOWN OF BALDWIN Current ;_Xj ST. CROIX COUNTY, WISCONSIN Creation Dat® Historical Date Map # Sales Area Application # Permit # Permit Type 03/29/2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - ACHTERHOF, BRUCE L & JOSEPH L BRUCE L & JOSEPH L ACHTERHOF 645 270TH ST WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): "=Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 0.000 Plat: NIA-NOT AVAILABLE SEC 36 T29N R16W NE NE EXC P512A &EXC BlocklCondo Bldg: CSM 20-5094 Tract(s): (Sec-Twn-Rng 401/4 160114) 36-29N-16W Notes: Parcel History: Date Doc # Voi/Page Type 07/23/1997 1125/406 W D 07/23/1997 1023/546 TI 9(1(1R SI IMMdRY Biil #: Fair Market Value: Assessed with: Valuations: Description Class Totals for 2006: General Property Woodland 0 Last Changed: 03/29/2006 Acres Land Improve Total State Reason 0.000 0 0 0 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~,. d ~ ae s o ~s~~ >+ ~ ~ ~~ ~. ~ a .a.+ oe ~ 4tOf+i~ NI ~ ~~MCt~tV *+I >~~ ~~ ~ `~~"~~ ~ CERTIFIED SURVEY MAP Located in the Northeast Quarter of the Northeast Quarter i~QR, ' ~ ~ of Section 36, Township 29 North, Range 16 West, Town Of Baldwin, St. Croix County, wsconsin ~i': Lf}C7i)f Cf1liNT~l" ~1RVEYOR'S RECORD including Right of Way (30,422 square feet 2.994 acres Exdud~g Right of Miay 120,423 square teet z.~s5 acres u>+ D Z ~ Line descrrbed in ~ ~ Ikl. t25J, Pg. 092 1 (~ H` d~ a~ ZI ~~ katted By. G Vogel kawn On: July 14, 2005 'roject No.: 25025 ~roid Book: St. Croix County No. 18 do 19 found Northeast Ca~rner -----.~-,~ Sec ,J6-29-16 ~~~ ~. Survey Nab ~ i UNPLATTED LANDS ~ Troweled Center tine a ~' -Line described in ~ ~,~3,! 1rOl. 1251, Pg. 09? ~ if S9O'OO'OO"W __ 431.OQ'~ .l l~' ~ P.0.8. 6 Q J I 3 1 ~' i ~, N -~ ~~ '~o~~i O N DI ~' J ~i~. I ~' ~ 1°z3 al ~ l ~! ~ ~ Z1 33.00', , ~ ~ r ~ i - 396.88' - ~ ~ sgabo'oo"~ 429.(38' ~ ~ ! ,, ~ ~' UNPLATTED LANDS ~ ! o~ East Line of fhe Northeast Quarter-+~~ ~ i ~ ~ ~~,,~ ~~ found Eost Quarter Corneri~J'~~ Sec. 36-?9-t6 PK Nar7 i i 33.00'i'8 fi' ~ o O ~ ~ v Z) ~~ *~ a; l~`~ -~~ ~lf Owners: Brace L, and ,Aosgph G Achtatrof 645 270th Street tYoodrdYe, N! 54028 0 0 The bearings ~e referenced to the East Line of the Northeast Quarter of sea .36-T79N-Rrsw assumed to Dear 50072'44 "N' 154 75 4 150 SCALE: i iNCH = 150 FEET GENQ Set 1" {OA.) X18' iron weighing 1.13 ~s./linear ft. Section Comer S00' Binding Setback Line barbed tYxe Fence MELCHEftT WALKKY landscape architecture attdl engiaeeriag ~, lead surveyittq Fes s o+ 0 ~~ ~o a 0 N r~+ / Wisconsin 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)]. 'ermit Holder's Name: City Village X Township Achterhof, Bruce Baldwin, Town of :ST BM Elev: Insp. BM Elev: BM Description: I~3.7 ~ Z GAT TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~~ ~j.~ A`~ CJC,.L~ Dosing Aacatfen ~, ~ ! Holding TANK SETBACK INFORMATION TANK TO P!L WELL BLDG. Vent to Air Intake ROAD Septic ~7 ~s-J ~ (~ ~`T z 4 r Z, J Dosing ~~t Z~~ Z+, Aeration . Holding PUMP/SIPHON INFORMATION 1c I/ Manufacturer Demand ~~~ GPM Model Number ~~ f~~ 1 TDH Lift Friction Loss System Head Ft TDH r •~~ 4~ Forcemain Leng h ~ Dia, Jr Dist. to Well ~ ~ ~ SOIL ABSORP"1"ION SYSTEM county: St. Croix Sanitary Permit No: 479475 0 State Plan ID No: Parcel Tax No: 002-1090-20-000 Sectionlrown/Range/Map No: 36.29.16.512B ELEVATION DATA STATION BS ~ ~O HI 0 FS ELEV. /0 •1 Benchmark Z • 5 ~b ~ Z ~d 3 • .~ Alt. BM Ir.a ~;: Bldg. Sewer ~~.Z q~a~ • ` St/Ht Inlet }, t`~ "~ ~~ , 3~ SUHt Outlet `,~ '~ Dtlnlet '_. Dt Bottom ~,$ t~ ~+ ~ 1 Header/Man. ~. ~ T ` T Dist. Pipe z. r~ t Bot. System /~ 4 ~' S • Final Grade r ~~ ~~S . 7 St Cover /a , r~ 47. Z.5 O n,~-o~, ~-- ~, rj 10 l . 7 BEDITRENCH DIMENSIONS Width i L~~ 5 Length / ~~ No. Of Trenches PIT DIMENSIONS ~~ No. Of Pits ~- Inside Dia. ~ Liquid Depth ~~` SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHA UNET OR Manufacturer. ~- Type Of S tem: ~ / ~~ / ~~ ~~ Model Number. `._ ^ISTRIBUTION SYSTEM L1 a(J 1 HeaderlManifotd ' ~ , Distribution 2, ~ J ( ~ Pipe(s) ~ ~ x Hole Size t l / x Hole Spacin~ ~ Ve~o Air Intake / Dia li Z th Z ' ~ L Spacing ~ ' th ~ 7' ~ Dia t Len eng g Cf')11 ('(1VFR ., o.e~~~,.b e„~•n,.,~ n.,r.. ,... Mnnnrt Cir At.C;rarin Svstcros Only Depth Over ~ Depth Over r xx Depth of xx Seeded/Sodded xx Mulched ` Bed/Trench Center 1 r _ Bed/Trench Edges Topsoil ~ ~ ~,.~...~e--~^,1 No ~, ,~w~es~"`~ No 7 ~/ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~1~/~p~ Inspection #2: / / Location: 682 270th Stre~~~ld~w•in, WI, 54002 {NE 1!4 NE 1/4 36 T29N R16W) NA Lot ~~~ T ~ Parcel No: 36.29.16.5126 Tim. ~~ (}( ` r 1.) Alt BM Description = y t"+ "3l~vOC~' ~ ' a~ JI 2.) Bldg sewer length = ~ ~ ~~ ~~, ~1 - • ~ ~ ; t ~ ~ ~ ~ C~~ -amount of cover = ~ p ~ 3 l- ~aw vl~ q ~ ~_~ Usee otherts de for additional informati n. o ~_ ! ~ ,~ ~ ~ p t ~ Cert. No. ae e county ~ Safety and Buildings Divisio ~--4- , ,~~ ~'' 201 W. Washing on Ave., P. ox 2 ~ Madison, WI 53 7 - Sanitarv~Pjec~mit~Nu1m~ (~ ed in by__-__ Co----~ ---- ~~,~*~~~~~~ {608) 266- ~1' I I `.I. rtment of Commerce State PI t.D. ©Z~T~r . /~ #,~'~.~ Sanitary Permit Applicati .~~,1~ ~r-3s~--- roject ddtess (if different than mailing address) In accord with Comm 83.21, Wis. Adm. os~ ~~~ ).aws~ 04(1 m) prove may be used for secondary FurP .~ ~ gZ 2 ~ ~ J-~-~ - ease Print All Information ~ `~ ~J itionlnfornlation 71 t~ p \~E-ockS ,vim ~ - ---~ ~ ~U (J "'~ ' n ,, .~"'~'v eiC}' I.OCdt10n r~ (,, 7operN Owner's Maixilin-g/Address `~,~ I /~ yt /I/~Y., Section JJ ~j ~ ~(~7'" ~' ~~ ~ phone Number Zip Code l (cr n ~ity, State r r ~ , ~ 1([ ~a .~~ N. R/ or W G~y~f~-0r~~ ~" ubdrvision Name CSM Numl II. Type of Building (check all that apply) } pan.S , _' ~ ~ ~ r 2 Family Dwelling-Number of Bedrooms ^City DVillag ownship of L ^ Public/Commerciat -Describe Use D State Owned -Describe Use ]t¢able) ~ ~' ~ ~ 0 D - ZD ~ t~ ~ ~I: I)T -Type f Permit: (Check only one box on line A. Complete line B if ttpp ~ pant Only Q Other M~cation to Exisaag System ^ Replacement System D TrearmentlHolding Tank Rep A• Blew System t.;cc Previous Permit Number and Date Issue S. ^ Permit Renewal ^ Permit Revision Before Expiranon ' ^ Change of ^ Permit Transfer to New Plumber _ Owner jY. 1 v..-.. _ _. ^ Non-Pressurized In-Ground ^ Mound ? 24 in. of suitable Constricted Wetland D Pressurized In-Ground ^ H,o~lding T..eaching Cn~1Dtlr ^---......~,,;,,acvntheucMediaFilaer . ~- -~ 1 v ~ Capacity in Total Number ik Info Gallons Gallons of Units t O ' rt rvw~.~..- - ^ d < 24 in. of suitable soil ^ AL de D Single Pass Sand Filter Q Aerobic Treatment Unit ^ Rec~rcu~~g S~ F~it~ A ~ ~~ © Peat Filter vvvrrrJ ~ ..,,G./~/ ~1,~~" [~ el-less P~ e D Other (explain} ~ ~------- ~ ~! ae ~ Area Proposed (s System Elevation d Area Required (sf) Dispersal ,. t7,j ' $ JZ7 J~refab Site steel Fiber Manufacturer Constricted Glass Concrete using Cbambct shown on the attached plans. C~J the undersign ume responsibility for in5talisti°° of the YOW'rs Business phone Number ~•Ij, [jegppnsibil-ty StautQent- x, Mp/piPRS Number ~ J~/~~~ „(~ ~./ r^~ Plumber's afore `~ d ' 7,J Plum Ys Name (Print) y%% // \l ~ C,i ~J C ~ Z' e) J~ o ~ ,'rf .~ i ~~ ~. N 4 Plumber's Address (Street, Crty, State, /L~v `-" ~ ~ --~ ~ .~,-"3 ~ rocs o Stamps) bA l•~'~-'" Date issued Issu' Agent Signa (N .VEIL Coun JDe artmentUse On Sanitary permit Fee 'ncludes Groundwater ~ `,Approved ^ D' P Surcharge Fee) ~25~-- l . 1 `f~d(~} N e~ ( ^ p~-~en Reason o Denial ,Q,Q i S ' ~'St~ ~' `` Q",Z n Q S ~^^ c~ TAX. Conditions pprov ors for Disapproval ~ ~ '~ p a-2,~ `S ~ ~~ ~ ~~ '~ SYSTEM OWN R: ~_~ `f~9s~ COQ d^-- ~- Septic tank, effluentfilter and ~~c~ . CSC ~ ~-- ~.,o ~,v~q N, dispersal cell must all be serviced / memumberd. ''" J as per management plan provided by p , p ,~ ~ ~-ce~ r 2. All setbac ~ able codelordinanbes. atntained ~r~r ,1 `f"`^-'3 as per app _ b only} for the system ou Paper not toss than til/2 x 11 inches in ~ (' ~ ~ Gtr poach c°mPlete Puns (to the County ~ ~ f "'" `+L t~ a f~ S . UL i,~. 6~ W ~ti} E ~`~'lo .Zq . ~Cp . wti. SBD-6398 (R. Oll03) 'I~~Y~~~^~ ~~ ~c,,,~ S W ~ u ~ -~ fps ,~~. ~ ~-- ~ + -~" PLOT PLAN uee Achterhof ADDRESS 645 270th St. Woodville Wi 54028 4 NE 1/4S 36 /T 29 N/R 16 W TOWN Baldwin COUNTY ST.CROIX SYSTEM ELEVATION 103.8' 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 1" pvc pipe ASSUME ELEVATION 100' Filter Zabel A-100 ^ BOREHOLE O WELL ~ H-g,p, Same as Benchmark T I Scale = 1 /4" = 1 Q' 101' 102' 270th st. L~~ 01.3 ` Grading is to be done to 11~~'' 100' 1 divert run-off away Pro 3 Bedroom House Huffcutt Combo Tank Tank is to be properly bedded and provided with lockdown covers with approved warning labels B - 3 from system B.M. #2 6 - 7 is top of Spike in ~ Power Bole 4% Slope B - 6 ~ B-1 B-2 B.M. #1 System is to be installed according to the design criteria set forth in the intereptive intereptive determination Area 15' below system is to remain undisturbed Well is to meet all setbacks found in Comm. 83 C~Py report # ~_ Safety and Buildings COt11t71@CC@.W~.gOV 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 ^ ^ ' ~ ~ ~ n ~' ~ , TDD #: (608} 264-8777 www.commerce.wi.gov/sb/ Department of Commeroe www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 06, 2005 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SFIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/06/2007 Identification Numbers Transaction ID No. 1191082 SITE: Site ID No. 703178 Bruce & Joseph Achterhof Please refer to both identification numbers, , Hwy 12 & 270th Avenue above, in all corres ondence with the a encv. Town of Baldwin St Croix County NEl/4, NE1/4,.536, T29N, R16W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1037562 Maintenance required; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual, SBD-10572-P (R.b/99), Pressure Distribution Component Manual, SBD-10573-P (R.6/99); 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, slats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with publication SBD-10572-P(R.6/99) "Mound Component Manual for Private Onsite Wastewater Systems". • The pressure network is to be constructed in accordance with publications SBD-10573-P(R.6/99) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (Ol/8I)".. • 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 be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) A coQy of the approvedplans, specifications and this letter shall be on-site during construction and o en to ins ection b authorized re resentatives of the De t which ma include local ins ecn tors. .'~';~~ c~~~lt~on~tty PROVFn SHAUN R BIRD Owner Responsibilities: Page 2 9/6/2005 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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 components} utilized in the POWTS. 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. 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, Gerard M. Swim FOWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 iSIvI1~RT code: 7633 ~~~.G~11F(~ pUG 2 9 2p©5 ~ ~ ~W~p1NGS SpF~~ Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Cover Page Date: 8/26/05 Owner:Bruce Achtefiof Location:NE 1/4 NW1/4 S 36 T29 N,R16 W Pro Lot 1 270th St. 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 Contigenc plan 9-24. Interpretive determin,~ti report and Soil test Shaun Bird Signature License number ...w. .. ~ :ten i MEN1 Of COMMERCE DfVISiON AfETY AND BUILDINGS SEE CO RE ONDENCE ' PLOT PLAN ' PROJECT Bruce Achterhof ADDRESS 645 270th St. Woodville Wi 54028 NE 114 NE 1/4S 36 IT 29 N/R 16 W TOWN Baldwin COUNTY ST.CROIX SYSTEM ELEVATION 103.8' 2.5' sand lift 3 BEDROOM 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 1" pvc pipe ASSUME ELEVATION 100' Filter Zabel A-100 ^ BOREHOLE ~ WELL *H.R.P. Same as Benchmark 1~ 2 Scale = a /4" = 10' 101' -'~ 100' Pro 3 Bedroom House Huffcutt Combo Tank Tank is to be properly bedded and provided with lockdown covers with approved warning labels B - 3 102' 270th St. 01.3' Grading is to be done to divert run-off away from system B-7 4% Slope B.M. #2 is top of Spike in Power Pole B-6 B-1 B.M. #1 B-2 System is to be installed according to the design criteria set forth in the intereptive intereptive determination Area 15' below system is to remain undisturbed Well is to meet all setbacks found in Comm. 83 report 397, .~~, ~ ' ~~ No Designer Date 4" Observation Pipe Perforated Below Filter Fabric 9S'T!i C-33 Sand --~ ~" Tapzoti ~~, ~. ~---- f [ ~: Stopt Bed 0 i 4f~- Z 'z Drain Rock ~~ r ~k t~ u./°~` .~..-. (~ 4+Observolion Pipe--~ ~__-_~•r-ter r.---__--r__~.___wr w. w nr -r.r_r_~/r _ ~ A _---____ ( ForGt Main ° ~•.-__ ----------_--_ --------- __-_ From Pump }_} S Distribution Bed Of rZ~_ 2'2 4 ~ Droin Ractt Pipe ~ l 4 db~cervatiara Pips =~~:~~.~ Permonent Marker f ,,x ~,~~~~ ~~~~~ i po or Rods Plan Yitw Ot Mound U~tn Q Bed Far '[he AbsaTption Area Non--Woven Filter Fabric ~p~stribulion Pipe e ~ a fi iovre d Lover . {~ a ~, '~ta,~ F '~ f G ~~ ~_ Forte Moen From Pump Eress Section Ot A Mound ~S st ~taUstn A Btd For Tha Absorption A g ~s.b Ft. . J /~)~ Ft. " - ~ ~, lab>yrFt. _ ~;33~? ~t: PAGE,,,,,,,, ~F_~.. C~~Q ~ Lasdttd Qts Bottom. i ggyptty gpastd fttiST tilet.z ~qx~ y-e CartntC}'o' I tc. ~ , ~ . /• ~p- ~;sir;but;oA Pipe i.oyavt n_ -- u~g~ Signed. E.'iCettSe NtJt11~e?': Onto P7 ~~ ~ Ft. ~ ~• ~' fit. X ~~ ., inches ~! ~ Inches Hole Diameter ~1~ Inch Latera3 ~" `~ Inch{es) ~.anifold 1 `f z- Inches Force Main ~- inches . ....~.. ~ of holes/pipe yy Invert ~ievation of i.a~er~als~D~i3~'t... PesforatetS flspt Qetoit ____- SP£C~iXCATIONC CROSS SECT' G?~ AK£ ~.~,~ r~xr~. aBOvE ~RP-~E ~ u~: ~,} ~Ets'T PS'P£ ,~IAiDdi~ 4g ~ fig' ~`ROlS DC~?R FRE~~ '~ IR 13+tTfsKE ~ ~~: ~~ ~ ~ ~ ~EATH£RQIt~F Ji3 ~CTGdN~IU I T W~T£i ~e~r~. -- ~xs.~ ` .: ~s- TY~x ~~~R T~6 ~ s ~~ ~ SEA C p~~fP f?FF E;•~ D ~ __.---- •=: ~, ~ ;: ~, ~t L ' i r 3 - 4 APFRt3V ED {MALE C8Y Eit ~ 1 PADLi~CK ~ ~~TpRRI~[G LABE:. i8"~+~- ~{~{ri-~p~P p'E BE~D~~ t.1Ni>E~ '~A3'~/~C r COi~CRETE pAU S PEC ~F ~,CATI C3T~5 ~UiiBEg SEP'TIF1-C2'~RER: vt~~ME ~r~cLc~n~~ ~~, ~'~ GAL• . ~~.sE F Lowsacx' ------"""' '~'lt~K GAi. K SZ2£S = gEPTZC ' ~ " ~,AL. ~ ~w y s 23+iC[~E5 =~ ~AL Tl11~1 nt}SE . ~~ CRFItCZ.~ZES = 3 D GAL• A1ARH ~,~1FRC~MB£Rt- -t-- / ~ M'OnEL .i•YPE : C ~ _~ INCHES = ~ ~~ . y-y~yZ'Cfi s l ~ 3 ~ GIiL rr~~~ YRCI~ES ,_...-.-..---- PU ~4P ~A N t ' x LHR ~' ~ SAC Kgyt;~C13~~~~ ~ ~ J pu~fP ~' AL.~gl~f idIRZ~G A5 PER ~~ ~1,~ - jj nn FEET RE~TRED a~SCHARGE BATE .-~----- ~$~~EC7N ;?IPE ~ FEET C.E $E~tE£N p~,t?'FP Qr F ANI} . ~ / FEET vER'i`IC,~-L g~PF£REN ppj,,,Y PRESSi3RE FR;C'TIUN FACTQR + MINA #£~~~ ~ I# ~ ~: ~ FTC I~ ~ . F~flT~L DY~"=IC MEAD t 7~ F`~~T .~'0.~~.E~: ~ W i}TI~~' ~I~al"tETER ...+"' i~T~~~ ~ • ~~•w jr ij88 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE NERD .CARACiTY CURVE EFFLUENT AND DEWATERING MODES 152/153 ~ ~ g ~ 50 153 12-j t., -L 15? ~ - s - 30 ~ z $ r 20 a 0 ~,.. 4~ 1a o . -, 20 40 60 80 100 GALLONS LITERS 0 80 i 6D 240 ;; 320 FLOW PER --MWUTE CONSULT FACTORY FOR, .SPECIAL APPLiCAT10~IS • Timed dosing panels available.....` Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controtiing single phase systems. • Double piggyback:variable level float switches are available for variable level long and short cycle controls. . Sealed Qwik-Box:available for'outdoor installations. See FM1420. • Over i30°F. {54°C.}special.quotation required. 9521153'Series lgyl ltADE1.S C trot S e on Model volts-Ph IAode Sim leX I Du lex N152 115 1 Non 8.5 1 2 or 3 BN152 115 i Auto 8.5 Included 2 or 3 E152 230 4 Non 4.3 1 2 ar 3 BE152 230 .1 Auk 4.3 lnduded 2 or 3 N153 115 1 Non 10.5 1 2 or 3 8N153 115 1 Auto 10.5 Induded 2 or 3 E153 230 1 Non ~ 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 .MODEL 152 t53 Feet Meters Gol. Lifers Gol. Liters 5 1.5 69 261 77 29t 10 3.1 61 231 70 265 15 4.6 53 201 61 23] 20 fi.1 44 167 52 197 25 7.6 34 129 42 159 30 9.1 23 l 87 33 1;?5 35 10.7 l -- -- ~ 22 E5 40 12.2 -- -- 11 42 Lock Volve: 38.0 Ft. {it.6m} 44.0 Ft. (13.4m) --~-~ s2 ;2 l 12 1/a i ~ t/ SELECTION GUIDE 1. Single piggybacK variable level ttoai Swltdl or double pggybadc variable ievet Boat switch. Refer to FM0477. A CAtJTIaN 2. See FM0712 for coned model of Electrical Alternator E-Pak All tnstaUafton of wntrols, protecdon devices and wiring should 6e done by a qualified 3. Variable level ConVOI SwitCt110A225 used as a Control 3Ctlvator, spediy duplex (3) Ikensed electrician. Ali electrical and safety codes should be followed including the most or (4} float System. recent National Electric Code {NECj and the Occupational.Safety and Health Act{OSHA). RESERVE Pt?1~fERED DESIGN For unusual cand'rtions a reserve safety fiaotor is engineered into the design of every Zoeller pump. mnl~TO:;F:a. eox ys347 louisviUe, KY 40256-0347 ManufacGrersof.. ~' SNIP TO: 3649 Cane Ron Road . O ~ i.ou;svlle, xY ao2f 1-1961 Q~currP[~as SdcE /9.9.9 w (502) 778-2731 • i (800J 928-PUMP httpJ/a~ww.zoellercom ~+~/~` `0 FAX(SOZ)174-3624 © Copyright 2000 Zoeller Co. All rights reserved. ~' PLAN UAL 8~ MA~IAGEM~ poWTS oV-ti+i>r~'S M.AN SYSTEM SP~ctFica.'rlorts SePdc Tanit ~ ufa~~ ~~ _ ~ ~~ ~ ~tlGTank Min - - --. Humber of "' .~---- Ntsm ~ ~ COtnun Units ~~ated flow (~) :...---•-~ ate ~~ QuaGtY Grease ~G} Pats G$ ~ Biocl'teT ,~ sottds(8('rS$} Pry ~iuent Qualt~yf ~ar~d ~ ~s} B'~ ~ usS ~~d Sotlds C~~) rm ~rnetric rnea Fecal C,o~ ~ ~uertt Parade Size ~...' ~1~ Mo thri ly ~~e. 53p m9l1- <?2o mgli. Monthhf average" S30 m9n- 530 m9~- -- .-, y, inchdiameter Page of _r..-- DT32~ al 0 HA fl ILIA ~~~i~/ artn ,/~ '/r1~ !'~ NA 3 ~ D tVA ~~ ~ ~~~ . 2. 8,c..~' ~ ~',' ~~ ~Z,, Q Peat t=lfter' p Wetland D ether: [?ispess~ Ceit{s) ressuri¢edl i'` _-„`round tP p In.ground (gravrtY~ and CI At-gr~e ^ Other. p pd the rrasie+~'r"a t ~ ctt~u°" ~ ter- .«. Values tYP~ roc O $e~riee ;ru~• • }..- - - Service Event snspe~ condrbon of tank(s) Pump ~ pontents of tank(s) tnsp~ ~~~ cell(s) C6ear- Etliueru fitter ~nbcts ~ alarm tnsped l~R'P~ pump re test Flt~h la end P~Su tMa~imum 3 p rr~-onu~?- `- " rrd (1~} of tank volume At least once every oats one-tt~ sludge and scum eg r(s) tM~imum 3 yrs.3 ~tYhen combined ~ D months At least once every At teast once every At feast ante every At least once every At least once every Ai feast flne8 e'~rY ""~ p months . ~~"~", ~sy O MA Q mont~ s) Q ~--~, p months p rreonths fl Yearts) Cl NA p year{s} D CIA © rnon~ otter one of the followiri8 llaenses oSeptaBe trtAlPti'E~~ !NS'TRUCnflH~t carts st~att t~ rnade by an'~~r uP~O'N~tnspector: Pt~V'd75~ S ~ ~roycen ~ end dispe Restr-~ 1 lnsp~on of the tank(sy ~m ~ ~ ~~c for any l~ Master Plumber: Master Plumt~+' ns must,indude a v~ ~ stodge arsd~ ~~~ ~ ~ ttie r, Tank insped-o ~astste -tfie volume of co ~~ ~ ~ visrta~Y ~ ~~ y 4r teaks, teat Cell( Serer flPe~'to ~ cr$d~ rpund surface- T#1e~ g of effluent on ~e 9roUnd sw'~ n ~ the ioc~ rs9"~ um ~e ~ g rN eftiuent on the 9 fior any 1~ ~~ ~$ ~lmmediate nodes or more ~ ~ nce ~' NR in the obon F~ and toy condltlon and re4 t~s one-~tt'ttd {~ of in a~~' ~ ~~ ~~ ~r tndtca ~~ of sludge and Scum inea~nye~n~ p~erator and d-rsPo~ ~gn ttte eambined a~ cnav~ by a SeP~9 . - ~ t am~Panents, and any Entire opttit~ of the tank shalt ~ ~ . components, prettea~en ta'sner. five Code- eti POV~ Main 113, Wisconsin /~Citntnrstm med'laniCal cu' pressunzed p0Y1tTS wed by a Senn event. n ~ effluent ~ te~ion ~ ar>r ~ The &etYiC+ 5 at interval °f ~~ months or ~sss shaft be of aomp nae ar 111D aufhoritY In 1 ~ t#a~ n~tonn9 utato~I ~ _ athef ma3rrtena ~ io the toot ~ ~~ products or other' A serer n matt "be P~ ce cst Pte' trnent tank(s) ~" the p~ eons ~ 0 oPEaano~ ,mss deck trea Geli~s~. if high concen START UP AN n. pt{or to use of the P4 2i a ~e disp ~. ~, ,~_ pot I'>~ t~-t- eni Ptpoess anQlor dam 9 chert~ls tl~t rosy ~Qede the ~~ removed by a sep~9e servicing operator P det+~ hie the oontent'S tf the tams} Effluent Ftter~Mod~ Pump~Tank Gapadh` 4 ~~~trer p,~mp Tank .pump Mac-~ct~' z Pump f+8od~ f,~~~eeni unl - Q ktnical Aer~n Q Disinfec~an i Page of ~^ ' ~nditions are frozen at the infi#trative surfaces- the e~ess " std up sriall not, occur rvtien scn~ is ~Ced g~esn ~ move nomtai higMxater levels. men ttte p~i(s} anti may r~stllt in the ~#ages pub ~~ cett(s) in one large dose. ~~~~nogt'the pip rernaved ~ a " DwtnS t~ di~~9~ La tt-ie d~ this sitttStian have the crar-tents *"~`.~ merge a# efllu8t?t- Tv avoid or contact a PlvmDer or POWTS FAatr:tainer to t~P ~ surfar~ Opp P~~+~ }x~wer tv the +effivent pump e $er~z9 ~ ~~~ ~~ to rP,store notma! levels >~ln the pump ~'- dcsburb or amt a~ in marwaihr oPerahn9 ~ cells. Do not drtvs or pack over, ar o~erwise 1~ y~es,ot+er ~ d'~ ¢O jf Ot ~tSiF~et down s~Pe °t ~ mocsnd ar at-grade so#1 absdr~tioa area- ~~ and pn~tong the 6fe the ar+,oa fin, the tKastewater strum may imp~e d'e ° del~al tir~ss: diaper Reduction ~ eCuntnatian of the €ollo~ving ~~~ butts: condoms; a~tton swabs; degterasers: of fire ppW'C'S. art0~bio6i~: ' water, fruit and vegetable peet~nS~ gam: 9~:- hectitor~s; meat fat; ~ d ~g ~ p~pd~, sanitary napkins; tampons; and v~rafer s~oiteEtec btine• . drsu~fec : m - gBAHOOfSI~MENT taken out of servicae the followt~ steps shall tae taken to Insure ttsat the ~~ ~ p~tvTS !ails andlor is l~~ n cx~mPrrance ~ ~'- Comm 83.33, Win ~m~afive Code: system is proP~Y and, safiety at5andon ~ Plp~9 ~ tanks and p'ds shalt ~~ disconnected and the abandoned pipe ogertings seated- Writing Operator ' shall-be removsc# and property disposed of by a Septa9 The mnfeetts of alt 2atlk + a~ P~ aiscf tf~e v+~icf space • After PcunP~9• alt tantcs and pits shalt be excavated and removed ar their cave's fen'1°`~" filled ash s~ 9 ar another inert solid material. measures have been, or must tie rotten, to provide a code CQ~ETIAiGt :NCY PZ.AH trts fofiawing tf the POIh(FS faifss and cannot be rep ent system evaluated and may be utilized far the lean of a replacement sail ~mptrant replacem t ~~ bas been talon and should not t~ An~~ °ecnerti~e rep~~nent area shoo#d be proiQCted from disturbance and cornea tics from eng arld proposed structure. tot Fuses and trefts. Far~ure to be infringed upon by required setba raieCt the went aced ~~ restrit in the need for a new sai# and site ~eualuatian to establish a su' e F ms must comply witfi the rules in effect at ttsat time. replacement area- Repfaa'-ment syste p A suitable replacement area ~ not ova, ~ as a fast resort o rr piac~ the farted nPOi+VTS~9 advances in POINT ology a hold"utg tonic tnaY ~ anstal a suttab#e replacement area Upon falure of the POWCS a so~.and Site has root been evaluated to identrfjr t area is ara~abte a. ment area ff na replaCemen ~, ~fe a su-amble repiat~e r,,,jte ejrafuation must be ~ regal pf the hiornat of hatdu-9 tank may ~ ~~~ as a fast resort tr? replat~ the fai4ed POWI'S_ and ai-g1'ade soft at7solPtlon s3`~ems m~ be reoonstructeci in pfaoe fotto+tving scions of such systems must comply vriih the rotes rn effect atthattime_ the infiltrative surface_ Reaonstru ~NY,F1Rl+!ltilt~} TMt;N'r TANKS MAY CONTAIN LETHAI- GASStS AN131©R tNSUFFiCtEtVT UXYfaEt~l. SEPTIC, PUMP ANQ OTHER'IRt:A ClRCflMSTAI-tGES. DEATH MAY DCt NOT ENTER A SII'TlC, PUMP QR OTHER TFiIrATMENT T/iNK UNOER AuY RESCIL7 , R1=SCUE OP A PERaOM FRAM THE IN'tERtOR OP A TANK i1liAY BE DIFF[CtILT 4R iMPL7SS16t,.E. AiTDITIOl~iAL COMMENTS " POW3"S INSTALLER Name "~, ,r•- / ~ " Phone "7) °' Z-~ ~'' ~ / ppWt-S MAlNTAII~IER Kame ,~~ )~ ' ~~ 1 l Phone ~j .- ~, ~ ~x- J l t~ LOCAE< RFGVLATt?RY At)THOttl7Y SEPTAGE SERVICING QPERATO PVMPE t~lame ~ (J Phone r .f- ~--. G} ~ ?lions ~) ~"/,~~ ~ " u®tfs and Waushara Ccwnty Zoning and Sar?R~atian ~ ~ not 3tsis dax~ent wax ska~ad [ry. the stoics of the (~eten take. A+latQ ~, Use of flsls daar~ me minimctt~ ro4~ of di Comm 83-22(Z1(63(t7(~ffl a~ 83.5d{I}, CL) 8. C3}. Wisconsin AQmWstf~+ ~y apt) guarantee the pedormarsae .pi tt+e 1~01Att"S• commerce.wi.gov . ~ isconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD Wt 54843 TDD #: (608) 264-8777 www.commerce.wi.gov/sb! www.wisconsin.gov Jim Doyfe, Governor Mary P. Burke, Secretary August 16, 2ao5 CUST ID No. 46672 MARK W IVERSON PO BOX 155 HAMMOND WI 54015 ATI?V: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON Wl 54016. CONDITIONAL APPROVAL Identification Numbers . PLAN. APPROVAL EXPIRES: 08/16/2007 Transaction ID No. 11843$7 Site ID No. 703178 SITE: Bruce & Joseph AChterhof Please refer to both identification numbers, Town of Baldwin, St Croix County above, in all corres ondence with the aQenc NE 1/4, NW 1/4, S36, T29N, R16W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1034550 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 soil 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 at least 6 inches below grade. At teast 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 shalt be _< 0.20 gpd/sf, and the linear loading rate <_ 4.5 gpd/ft. 4. Chisel plowing to a depth of 12 inches immediately after placing 4 inches of sand is recommended to improve vertical water movement into the soil solurn. 5. The installation contour shall be 101.3 ft relative to the CST bench mark. 6. 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. 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. Il~iTERPRE'TIVE AETERMINATION REPORT Property Owner: Bruce & Joseph Achterhof 645 270' Avenue Woodville, Wl 54028 Site Location: ' NE lla of the NW i/4, Sec. 36, Tower ?9?`~t, RnnSe 16W Town of Baldwin St. Croix County P.O.W.T.S. Canditior~ally ~~~ t3t:PAR7MENT Ot' GUMMERCF Dt StON OF SAi;ETY AND BUILDINGS Prepared by: SEE C RRES NDENC Mark Iverson, PSS #I97, CST #46672 Au~,ust 2 2045 Daze Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist. P.O. Box ! 55 I~nmond, WI 540 i 5 Phone: 7I5-796-5~ib4 Fax: 7I5-736-5246 RECEIVED AUG 15 2Q05 ~A~E7Y & BLD~S. DI~I. . FABLE OF C~NTEI~ITS . ...,......1. i. .................... Introductivn ..................................................... ......... ......... II. Project information ................................................................. .................................1 iIi. Method --• ........................... ............................ ................................. l N. Discussion. of Results.......... -• ................................................ ................................2 - A. Local Hydrology ..........................................................................................2 B. Geomorphology .... C. Soil Disturbance and. Hydraulic Modifications ............................................2 D. Landscape Position and Local. Topography .................................................3 E. Sail Series and Mapping Units ....................................................................3 F. Additional Data ..............................•.----.......................................................5 .... .... G. Comparative Analysis ........ ............ ........................................... ........6 -•- H. Government Reports and Comments......... ................,..........................,......6 V. Conclusions and Recommendations .....................:................ ..................................6 Vi. References .................. ...,.................~...... ...............,...............,..7 TABLES Table 1 - Soil. Series Char~~c~teristics FIGURES Figure Z ~ USGS Topographic Map Figuue 2 - Sdil Map APPENDICES .Appendix A - Sail Evaluation Report I. INTRODUCTION On July 1, 2005 Mark Iverson, Professional Soii Scientist #l97 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 (PC)WTS) through completion of a conventional onsite moils evaluation (<A+4 inches of acceptable soil is present}. The vnsite evaluation was completed through the observation of the soil profiles at six hand dug test pit locations. This report has been prepared to present the results of an interpretive determination completed to determine site suitability for installation of a POWTS. The evaluation was completed at the request of Oranzo Oevering, Oevering Homes, LLC. The property is located one mile east of Woodville approximaxely 500 feet south of Hwy. l2 on 270x' Avenue. Shawn Bird of Bird Piutnbing completed a preliminary soil evaluation. The preliminary evaluation included approxaanately three acres, proposed to be divided from the current property, and concluded that A-}-4 soils were aiot present on the site. No data from the preliminary assessment ~~ been included. II. PROJECT INFORMATION The following is site-specific background information, which has been collected: Prol-eriy Uwner: Bruce & Joseph Achterbof 645 270' Avenue 'Woodville, WI 54028 Site I.4cation: NE ~/< of the I3W i/4, Sec_ 36, Town 29N, Range 16W Parcel ID # 002-1090-20-000 Tawnt of Baldwin s~. cr~ix coua~ty Historic Laaed Use: Agriculture Crap Production Current Land Use: Agriculture Crop Production Vegetation: The site is currently vegetated with corn. At the time of the assessment the com within the tested area was approximately I8" high and appeared to be in goad. health. Com in other areas, down slope from the tested area and within depressions appeared slightly stunted. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth lax Cvmm 85.64(2) of the Wisconsin Admini•~tive Code and in the summary provided by Leroy Jaaasky titled, "Preparing the Interpretive Determination. Report" (Ivtarch 23, 24#i2) IV. DISCi1SSIQN DF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns -Surface water drainage is uniform over the majority of the proposed system area. Flow is concentrated south of B-4 and east of B-l as the contours show on the site map. 2. Subsurface Water Drainage -The. silt foam. texture and lack. of compaction within the Ap horizon offer good infiltraxior~ for the typical rain event. During frozen conditions and following heavy PreciP~tation events, runoff wiII be much greater. The weak structure of that Ap does not allow for rapid lateral movement within the soil and high bulk density below the Ap limits the percolation through the soil profile. The high bulk density is due to the parent material (glacial tiII) and tillage methods {moldboard plowuigj. 3. Artificial Drainage Devices - Na artif cxal drainage devices were observed during the completion of the evalua~ion. 4. Contributing Drainage Area--There is roughly b000 sc}uare feet of area that contributes to the hydrolagy,of this area. The majority of the contributing hydrology is .northeast of the proposed system and the west Side of the system is situated an the crest. 5. Soil Saturation -Saturated soil was not encountered during completion of the test pits identified on the figure included. as Attachment A. 6. Surface Water Elevations- Surface water witbin 1/4 mile of the site has been identified on Figure 1. The nearest surface water feature is an intermittent steam located approxibnately 500 feet southwest of the site. B. Geomorpholo.~y l . Parent lldateriai -The parent material is loess over dense glacial till. 2. Landform Type -The proposed system area is positioned prinaazily an the top of the backslope. The west side of the system is located an the crest of the scope. C. Sail Disturbance and Hydraulic Modifications The proposed system location is in a cannfield. The field appears to be in continuous agricultural cmp production. Therefore soil disturbance includes annual spring tillage with possible cultivation throughout the gnawing season. The proposed system location. has not been severely disturbed by cutting or filling. No hydraulic modifications, such as drain file or ditches, were observed at the time of the assessment. No additional si~rFace 'water is received from impervious surfaces. . D. Landscape Position and Local 'I'opol~Phy The regional topography is shown on figure 1. The general direction of slope is to the southwest as shown on the map. The ground surface elevation ranges from 1144 to 1200 feet mean sea level {msl} within'f4 mile of the site. The topography within the proposed system area is shown on the site map included in Attachment A. 'The proposed system is located near the highest position on the slope that will allow the design contour to fit_ The highest elevation on the slope, which the system is proposed, is approximately 103 feet. The proposed system elevation is 301.3 feet: The system was not positioned further down slope because the relief east of B-1 concentrated surface water as is shown on the site map included in Attachment A. This limited the length of the design contour at this laeaxion. l~cv~ x - vS~s T~l?oc ~zarlsltc lvtar H ~~ .y ~..~ ~~ ~'~ Via:` a ~ ~ . r ~~. s i ~, t .F ..g y~z a...~~ }... E. Sail Series and dapping Units The Soil Survey of St. Croix County maps the soils on the ,A,chterhof property as Santiago {SaB), Skyberg {SrA), and Vlasaty {VaB}. The location of each soil type is identified on Figure 2. The primary sail characteristics as described in the series description are identified on the Table 1. 3 TABLE 1-SOIL SERIES CHARACTERISTICS Texture Parent Material Fermeability e Draina Soil. A ~ or B Surface Subsurf. Surface Subsurf. g Class Series Horizon Horizon MS ~ SaB sil siUsl Loess Till* Ni S to SrA siI siUsicl Loess Till MS ar S MS or S SP , MS Mw VaB sit siUcl Loess Till MS *Sandy loam till of the tiVisconsin age Abbreviations Permeability IM = Iznperrneable MS =Moderately Slow RA =Rapid VS-Very Slow M =Moderate VR =Very Rapid S -Slaw MR =Moderately .Rapid ~;,~~ ~ Class VP =Very Poorly W =Well P =Poorly SE =Somewhat Excessively SP =Somewhat Poorly E =Excessively MW =Moderately Well 4 FIGURE 2 -SOIL MAP ~- ,7'-r i ~' .... -. .,Y ~. j F. Field Observations The soi} identified during the corngietion of the test pits close}y resernbies the Santiago series. The soi} grofi}e within the gzoposed system area consisted of SiL (Ap} at 0"-$", GR to VGR, SiL or LS {E) at 8"-16", and GRLS and GRSL {B) at ib"+. (The soli grofiie represents a summazy of the features desribed in B-4, B-6, and B-7~. Redoximorphic features were observed as Fe concentrations and/or depletions in the E horizon at all three pit locations. In addition redox featuues were also observed in the A horizpn, below the Ap in $-7 in the farm of oxidized mot 5 channels. The redax features observed in the E horizon can most likely be attributed to the short-term seasonal saturation or relic redox features in the dense glacial till. The redox features observed in the A horizon of B-7 {8"-10") can most likely be attributed to short term seasonal saturation due to compaction from repeated tiIlage. The Ap horizon although having weak structure in ail borings appears to be well drained and does not exhibit any characteristics that indicate it is seasonally saturated. 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~/0 of the growing season (approximately 7 consecutive days). The lack of these features does not precluded the possibility that the. soil is saturated prior to the growing season. G. Comparative Analysis Soil borings (8-1, B-2, and B-3) were completed down scope to determine if the sail conditions were uniform throughout the site and if additional surface water received down slope had any impact on the. soil characteristics. The results of the soil evaluation indicate that the soil down.slope is similar to the soil upslape. H. Government Reports and Comments Leroy Jazisky, Wisconsin Department of Commeree'U~lastewater Specialist, conducted a site visit on July 18, 2QQ5. Mr. Jansky's preliminary observations indicated that the site was likely suitable for installation of a POWTS. V. Conclusions and Recommendations The site is suitable for installation of a PaWTS (mound system) for the following reasons: 1-) Redoximorphic features were not observed in the upper 8"• 2.} Hydric soils are not present on site. 3.) The proposed system is located near the highest position on the slope that will allow the design contour to fit. The influence of surface hydrology at this point will be minimal. 4.} There are no features that concentrate surface water flow toward the proposed location of the system. 5.} The slope at the promised system location is 3-4%. The slope is uniform with no dips or valleys. 6 The following recommendations should be considered. during installation of the proposed system: l .) The system should be installed on the 101.3' contour to stay within the tested area. 2.) Sand fill shall consist of 2.5' of material meeting .ASTM C-33 specifications. 3.) Four to six inches of sand should be placed an the system area immediately prior to tilling. 4.) The basal loading rate shall not exceed 0.2 GPD/ft for EFF#l . 5.) The system shall be designed to have a linear loading rate of 4.5 GPDIft or less. 6.) The system will follow the contour 1142.3) and have a slightly convex shape. 7.) Due to the high bulk density of the subsoil, the slope above the system area should not be modified or disturbed to maintain the soils ability to infiltrate and store precipitation. 8.} Dxain file could be installed upslope of the systeaa and discharged to the west. The final. approval of this site mast be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinlan of Mark Iverson, Professional Soil Scientist j#lg7} and Certifies Soli Tester (#46672). VI. REFERENCES 1.) United States. United States I3epari~ent of Agriculture Soil Conservation Service,. in cooperation with Research division of the College of Agrici:iture and ~:ife Sciences TJniversity of Wiscansixt. Soil Survey of St. Croix ~oemty, Wisconsin. 1978. 2.} State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) United States. Us Geological Survey. Topographical downloaded from ~ittp•literraserEjer.microsoft.corrc~' 4.) St_ Croix County. St. Croix County Land Information System. httg-/l7? 22 X30 ~ 78/website/iaasr~stet~`~snor#al.htm Wisconsin I)+'psciment of Gotnmerc- SOIL Et~'ALUATION REPORT 1]iv;sion of Safety and 13uitdinS,s 3~t accordance whit Comm 85, Wis. r1dm. Coda Page _..1 __ of 4 County CTOIX ~I Pluu miaq - not leas than 3 : ~ 17 inckts in ~ l i . _ an cut pspe, te p Atiac;h cort>plziz s Panxl I A Include but not limited to: vertica3 and horizontal rafertnee pond (B'E~i}, diracrian and d BNF refarencad to nmc'zst road h ' . . 00'Z-1090-20-©00 . arro~+ , an P rcent stops, sceta ur dintacnions, nt Reviewed by Date Please print ~ Information Personal in#ixmetion you provide may br nsed for secootdary gurpoaw (Privacy Law, s. I3.DA { I j {tn}} Propxty veer Property Location NE t/ NE 'i, S ~~ T 29 N It l ~ w Btt.ICE & IOSe h AChterhof a Govt. Lot PropeRY Otmxer'S i4+tai1}n$ 9ddress LOi 4 Bloc ~ Subd. Natt:e Or C$i'Vtm 645 27a~ . ~~ city scare `Lip code Phone ' ~ ' ~ City ^ Irillage 0 Town tt Road 274' ~re '~~` . ~VI 54028 ~ I S-b~8-2?4S ~Aioodville Baldwin . ~ New Construction Use: E1 Residential J Number of $edrooms___.~__^ Code tfierlved design #IoYV rate 4SQ GPD © Rtplacerrlent D Plrblic or Commercial. -13esct'ibe: Parent Malaria! Glacial till Mood Plain elevation if applirable N1~ _ft. feral cflmrxeuts sad r~timmeada#Ioas: Soil beneath the AP horizon is very compact molten in place. Once removed the sail is friable to firm. Deep tillage is recommend { 18'+} durirxg ciTy conditions. ~ to 6 inches of sand should be placed an the proposed system prior to tillage. ~ l:l$oring $°~'~ CI Pit Ground Surface Eieration X00.04 fi. Depth to Limiting factor 9 irt. A R t T Strudtsre ~ Ctxtsi~ertce • Bourxiar3t Roos P D i j Horizon : 1 l l3epth ~ in. 0-9 Domirtan# Cotw TAurtse{i 1 10YR3J2 Redox [aeacri~iirnt Qu. Sz. Gortt_ Co3or NONE ure ex GRSiL Gt. Sz. Sh. 1 1 m sk~c s mfr ; ~ -"as ~"~ - _._ 1f ~Efh1+1 0.4 ~ 'EfFAF2 ~ 0.8 I 2 3-16 i 10YR5/3 f-1-d 1i1YR416 ORSIL ' 2~ t° mft gs t!O-te t3.0 0.2 3 96-2-VO ~ 3.5YR4J4 ~~~ None ~ VORLS 0 sg ml gs nol7e { 0.7 _Y1.6~ t 4 20-2~+ ~ 10YR4i4 + f-1-ti 7.5YR4J6 j C ~ 3 m sbk m~fi - n©»s + 0.2 8.3 ' i ! 3 t 2 © 13orusg $oring~.• I~I'it Ground Surfat;e Elevation 9~• 1 ft. Depth to Limiting factor 11 in. - r--•-,.-- -. ..,_..._.t + _.__._.___~.____..._._w,_.~._.._.~ ._..._____. _ "_____T Stntcfure T t G~e ~t~ Raats GR D Hatzon pEpfh ~ f3ominarrt Co6or j Redox OesrxipHorl , ex tae ~ 'EtT#1 'Et~2 irt. lUlunSeH +Qu. Sz. Cant. Dolor S Gr. Sz. SR. ~ 7 Q-14~~ 1QYR3J2 ~ None GRS1L i 1 m st3<c mfr gs 'lf 0.4 0.8 2 1#-18 itlYR4J3 ~ 1-d 101'Rd/6 GRSL ~ 2 m sblc mfr ~ gs ~~~_ none ~ 0.6 1.0 3 48-22+ 'IUYR4I3 f-9-d i0YR4J6 GRLS f 0 sg ml ~ none f 0.7 1.8 t_ __... .~ ~ .._........__....._, ..,__,_ - - i ~ r ~ .. .. f 3 + . _..._ ~ . < 4 d T 3S <30 IL g an " F.,tiluem QI = BODs> 30 ,220 m$+'L and'£SS > 39 <_ 150 m~L I;fflu~ ##2 - BOll, _ 3 mg1L _ m CST Name {Please Print) [~"I' Ntamb~ I~aTk Iversen ~- 46672 a+a t ~~~vat;~ cad ram rrtt„tvor P.O. BoX 1 SS Hammond, Wl 54015 July 1, 24QS 7I 5-796-5564 Property Owner' Bruce & Jo~tah Achterhof Parcel ID# Ofl2-1090-20-OOa Page 2 of 4 lrl Baru-g Surface Elevation $O7~g # E1Pit Ground 104.0 ft. Depth to Limitingg factor 9 1tL ~_,_____.._........ ' . ____~-__--_.._,~..__.~... _Y,._...._ ~ .____--~.~ th ~ Dominant Color Redox Descri n ! Textuue Shucture ;Consistence D _ Boundary t?oaRs i iicati~ Rats S GPdtft~ *Eff#1 Et'f#2 i Horizon , i r 1 ep I ~, ! ---~ fl-9 _ Munseit - i QYR3/2 Qu. Sz. Cont. or None GfiSiL ~ Gf. S2. Sh. ' 1 m sbk ` ~_ mfr _ ~.. as 1 f -~ ~ ' 0.4 6 0 fl.t3 _ 8 0 2 ~ 9-15 10YR4/3 ~ -- f-9-d 40~+'R416 ! GRL ' 2 ita sbk mfr none ! gs . _ T . ~ GRSL 1 f sbk ; mvfr - none t}.2 0.6 3 15-21+ 10YR513 `~ 1 # 1-d 7.5Y2 416 a 1 1 ~ Boxin ~ Q Boriag i01.? ft g l~Pit Ground Surface Elevation Horizon depth Oaminar~t Color t2edox .Descrtptton ~ Texture ~,_...~~~n ~ Munse~ ! Qu. Sz Cont. Color ~ a1fl # 1flyr312 hlone ~ ~~ ! ...___ 2 , '!i3-i8 t 9byr413 7.Syr416 Gr1s- 3 ~ 16-24+~~ 1 Oyr314 none 9~ Depth to Limiting factor 10 ~- _ sa.A~ 3tn.e' Consistence Boundary Roots ~ C 'EtC#7 Gr. S~. Sh. 1-rrt-$~~c I mfr as 2f 0.4 1-c-slalc Ti~ifr ! 9S none t~.7 ~~ ~ mf - none 0.7 o.s ~:s 1 _t3 ^ Baring {3{3 9 Clouting factor 14 t D th is Borizt # g HPit Groun _ t~~{pr¢9n i_ Aepth ~vT Dominant Color 1 ~. , ~_ fl-8 ~ 1flyr3l2 1fl 1flyr3(2 2 $ d Surface Ele<=~io~ _ an Rxdax flescriP~ Qu. Sz. Cent. Color Norl~ Plone . ft. 1 Texture S!L StL o ep Structure Gr. 5z. 1-rrl-sbk 1-veo-sbk ; Consistence ~ mfr _.._mfr Boundary aS gs ~ Roots 1f ~ tf s~o ' - n of GPdHtz Ef~2 *EtYtl1~* fl.4 ~O.t3 0.4 0.8 - 4 0 B 0 3 ~-- 1fl-18 1flyr4/3 1t~yr416 f-'t-d VGRS#L 1-ccr-sbk ~. mfr 59 - . 2 0 . 6' 0 4 ! 16-22+ 7.5yr4l4 7.5yr4i'6 f-1-f +GFcSL 0-m ; mfr - : - . . ~ • Ei7luent ~1 ~ Bt3~)s } 34 ~ 220 mvJ'L and TSS % 3C < 130 mglL * EY17ue~ ~2 s BODs~ 3fl ma,JLand TSS . 30 mgtL The Department of Commerce is art equal ~partuuity service providr~r arul employer. if y~ ~ to access services or Need uraterial. in an alternate Fermat, pic~se contact the depBAt at 6Q&266-3151 or TTY bfl&-2b4-8777. ' 8 e & loseoh A~chtez of Pane?3D# Page 3 of ~ Property thvner ruc _ D Boring 8 in. _ a Boring ~ HPit Ground Surface Elevation I O l .b ~. Depth to i,ituiting factor Sal Application Rate. ~_ -_ .. -g~e~e ~ Strudure Commence t Boundary Roots GPD I Horizon i depth Dorriu~ani Coior1_'_. Redox Descri~ticrs ~ I ~ •Eft#7 'Eff~k2 f~~_____ ~ _ ir_1,-,.. NttxtSelk _ 1t u. SZ Cont, C41~ Gr S2. $h. ~ ' 5ii ,~~~1-rn-sbkT ~~ ~ ~ 'tf 0.4 0.6 ~ 1 0-8 1Oyt3I2 None I __.,._ ~ ~_ _~ rr~fr 1 gs ... ~~..~' f 0.4 0.6 ' 2 _~.~.&10 _ 10yr312 ?.5 yr3/4 f-1-d Sii t-m-(~! ~ +. __. 3 1©-18 ~ 10yr4l3 7.5yr4l6 #-1-ti Grsil 1-f pl mfr ; g5 : - 0.4 0.8 a -- __.. ..~ __. _. __ .. --,---- 0.4 0.8 4 18-20+ ~ 10yr413 ?.5yr4/6 f-1-d ~ grfsi . _ 2~f-sbk _mft :1 Bar - --- ing # O .-•___.__ ~~~ Pit Groun ~._ _ _~_. ~ d Surface Elevaziou ~ ft. ._~ Depth to l --~ _ ~- ~ imiting factor __ --~ Boundacy~ s~ence G ~- _ Roots Salt A 6c GA[ atIon,l~ ?Htz - r ~ Horizon ' ~ Depth in. r Dominant Cola Adunseli ,' O~escnpGon ~ ~Etedoz Qt__#, S~ Gout. Color Texture ! Structure ~ ~ C:r. Sz. Sh i ~ on ~ j •E "~ *Eff#2 1 i 1 _, - --~ _-.-•-•--j ~ ~ ' ~ ~ t ._._ , f i~-i i] BOriTtg ~~ ~.__:_, Hwtzon ~ ~.., ~~ ~ i? ._ Depth in. _. iPlt Groun Dorrrsnant Color ~..~ Nlunsep d Surface ~let,7aticatr t?edox pestription Qu. SZ_ Corti. Caior rt. Texture ~ 1~~7uc w c Structure Gr. Sz Sh. :uucuug ~ Consistence ~ Boundary Roots ..._.... sal 'Eft~'l e ~ `EtT#2 ___._~ f ---_,....__ ' ~ . i f ~ I y.....__._-~ $ . ____- I i^_~ _ _... f r S .._ i * Elyltrarrt #! ~ 13C1Ds> 3t> = 2Z0 mgiL and TSS > 30 ^ I SU mP,,1L • Et~ttiv't8 #2 = $Ot)s ~ 3t? mgiL and T3S 36 mgiL The Deprutmznr of Commerce is an c.qutti opporturuir sc~ioe lxroi~dez and empiayer. If yon newt as~sstance to accxss sez<<ices or hFeed material in ars a]temate format„ please contact the ~t at b08 2ti6-3 3 S 1 or TTY608-2fi4-8777• Page 4 of 4 0 ft. 24 ft. 40 ft. 80 ft. N xanaa north >200' to prap~tY traund~ The proposed system area is located in a com field. B-7 is 96' from B-4 a# 287 degrees the power pole (B.M. #2) ~s 34' from 8-4 at 69 degrees 3gT ~. D3' 0 a ~, ~~ ~ ~` ~'p~Q--" =Bench Mark ~~, J =Boring Location 3~ Eleuation Haase and weli location to be determined Owner. Bruce & Jae Achtefiof Site Information: Completed By: Mark Iverson, PSS #198 615 270th Ave SE 114, SW 1I4, S6, T29N, R11W 680 Larcom Street Woodville, WI 5402$ Town of Baldwin Hammond, WI 54015 St. Crag County 795-796-5664 Phone: 715-698-2748. GST#46672 puce system on the 10'1:.&` c•,ontaur commerce.Wii.gOV SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 73 East Spruce Street iseonsi n INSPECTION REPORT Chippewa Falls, wl 5472s www.commerce.wi. ov/sb Department of Commerce (7 i 5) 72f~ 2544 Date of Inspection: August 24, 2005 Plumber Name and Address: Project Name: Helgeson NA Use: Residential legal Description: SW, SW, 36, 29, 16W Site Number: 703846 Subdivision: CSM Lot 1 Municipality: Town of Baldwin County: St. Croix Plan Transaction Number: 1190302 Sanitary Permit Number: NA Wastewater Flow: 450 gpd Persons Present: M. lverson Certified Soil Tester Name and Address: Mark W. Iverson, CST 46672 PO Box .155 Hammond, WI 54015 Owner Name and Address: George Helgeson 2610 60th Ave Woodville, WI 54028 (715) 698-2664 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 T-1 could be described as follows: The soils verification conducted on this date is generally in agreement with the report filed by the CST dated August 16, 2005. No redox features were observed in the A horizon. 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/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. 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. eroy G ansky, stewat peciaiist cc: ~ County ^ Plumber Ljansky commerce.state. '. s E-mail (~ CST ^ Owner 715/726-2544 Voice 715/726-2549 Fax ^ Other State of 11Visconsin Leroy G. Jansky Departmentvf Commerce ~ INSPECTION Qepartment of Commerce SafQty & Buildings DIVision REPORT i 3 E. Spruce Street Bureau of Field Operations Chippewa FaiIS, WI 54729 Inspection Date _ 715) 72fi-2544 ~-~ u [-- ) ~ ~ ~ ;'U~ Personal information you provide maybe used for secondary purposes [Privacy Law, s.i 5.t)<1(i)(m)j. Name of Premises Address or Legal Description lrRy/Township County Master Plumber Name and Address ~ ~)~ ,lor~rnavman Pl~ymhor/SOII Tester Owner's Name and Address n n ..... -. .L t ., Masten Plumber Firm Name and Address. Plan LD. No. 1 ~ Sn~ ~*„„nrK Pormit n SITS Licensed Person's Name(s) and License Number(s) 1-`Rr;~c~?! : >~ . X u~~.~ P. G,$ ~ r ss , t--~n~v~n , wx,-. ~~1bls ~~L ~.. x (1 -1 ~! `~ I ~"1~ yI3 Sr~~ ~ ~-~ ~r~~1, c~~~} u,~ f2~ ~~~fR~'~ ~'~tr~ , ,. ,1 , ~.._. ,. ,~/ ~A ~ . ,.--,r~ ~.r ~ ct„ ~ ~.~r~<~tD ;'~,...a .(/",-~e.yy~.c--Zee-„~,-1 ~f G~~-e~r,~ Signature of Responsible Licensed Person (only one needed) / Check all Signaturte of Plumbing Cons Itar~ ivate Sewage Consultant Original: Copies to: \thatapply~ ""77 SBD-6192 (8.12/96) District ~ S&B 0 Plumber ~ Owner' Couft y/Local Ind 0 Oth~~ ~~ commerce.wi.gov isconsin Department of Commerce August 16, 2005 CUST ID No. 46672 MARK W IVERSON PO BOX 155 HAMMOND WI 54015 R~C~1~JE® ST. CROIX COUNTY ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 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 Mary P. Burke, Secretary CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/16!2007 Identification Numbers Transaction ID No. 1184387 SITE: Bruce & Joseph Achterhof Site ID No. 703178 Town of Baldwin, St Croix County Please refer to both identification numbers, NE 1/4, NW 1/4, 536, T29N, R16W above, in all comes ondence with the a enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1034550 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 rnet 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 soil 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 at least 6 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 12 inches immediately after placing 4 inches of sand is recommended to improve vertical water movement into the soil solum. 5. The installation contour shall be 101.3 ft relative to the CST bench mark. 6. 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. 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 8/16/2005 S 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 required by the state or the local municipality shall be obtained prior to commencement ofconstruction/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 be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~~,. Leroy G. Ja sky, PSS, Wastewater pecialist Integrated Services Bureau (715) 726-2544 Voice ljansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633 r-+ INTERPRETIVE DETERMINATION REPORT ' Property Owner: Bruce & Joseph Achterhof 645 270`" Avenue Woodville, WI 54028 118 4 3 8 '7 `~ Site Location: NE '/< of the NW '/,, Sec. 36, Town 29N, Range 16W Town of Baldwin St. Croix County P o w.T g, Cc,nditionally p~pp~OVED DEPARTMENT OF COMMERCE Dty ~t)N 4F SAFETY AND BUILDtN~S Prepared by: SEE C RRESP DENC r! //~ ~-~f~~' Mark Iverson, PSS #147, CST #46672 August 2, 2005 Date Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist P.O. Box 155 Hammond, WI 54015 Phone:715-796-5664 Fax:715-796-5246 RECEfVED AUG 15 2005 SAFETY $ BIDGS. DIV. TABLE OF CONTENTS I. Introduction .............................................................................................................1 II. Project Information ..................................................................................................1 III. Method ..................................................................................................................... i 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 .................................................3 E. Soil Series and Mapping Units ....................................................................3 F. Additional Data ............................................................................................5 G. Comparative Analysis ..................................................................................b H. Government Reports and Comments ...........................................................6 V. Conclusions and Recommendations ........................................................................6 VI. References ................................................................................................................7 TABLES Table 1 - Sail Series Characteristics FIGURES Figure 1 - USGS Topographic Map Figure 2 - Sail Map APPENDICES Appendix A - Soii Evaluation Report 1_ INTRODUCTION On July 1, 2005 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 is present). The onsite evaluation was completed through the observation of the soil profiles at six hand dug test pit locations. This report has been prepared to present the results of an interpretive determination completed to determine site suitability for installation of a POWYS. The evaluation was completed at the request of Oranzo Oevering, Oevering Homes, LLC. The property is located one mile east of Woodville approximately 500 feet south of Hwy. 12 on 270x' Avenue. Shawn Bird of Bird Plumbing completed a preliminary soil evaluation. The preliminary evaluation included approximately three acres, proposed to be divided from the current property, and concluded that A+4 soils were not presem on the site. No data from the preliminary assessment has been included. II. PROJECT INFORMATION The following is site-specific background information, which has been collected: Property Owner: Bruce & Joseph Achterhof 645 270`x' Avenue Woodville, WI 54028 Site Location: NE'/a of the NW '/., Sec. 36, Town 29N, Range 16W Parcel ID # 002-1090-20-000 Town of Baldwin St. Croix County Historic Land Use: Agriculture Crop Production Current Land Use: Agriculture Crop Production Vegetation: The site is currently vegetated with corn. At the time of the assessment the corn within the tested area was approximately 18" high and appeared to be in good health. Corn in other areas, down slope from the tested area and within depressions appeared slightly stunted. 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 I. Surface Water Drainage Patterns -Surface water drainage is uniform over the majority of the proposed system area. Flow is concentrated south of B-4 and east of B-1 as the contours show on the site map. 2. Subsurface Water Drainage -The silt loam texture and lack of compaction within the Ap horizon offer good infiltration for the typical rain event. During frozen conditions and following heavy precipitation events, runoff will be much greater. The weak structure of that Ap dces not allow for rapid lateral movement within the soil and high bulk density below the Ap limits the percolation through the soil profile. The high bulk density is due to the parent material (glacial till} and tillage methods (moldboazd plowing). 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area -There is roughly 6000 square feet of area that contributes to the hydrology of this area. The majority of the contributing hydrology is northeast of the proposed system and the west side of the system is situated on the crest. 5. Soil Saturation -Saturated soil was not encountered during completion of the test pits identified on the figure included as Attachment A. 6. Surface Water Elevations- Surface water within 1/4 mile of the site has been identified on Figure 1. The nearest surface water feature is an intermittent steam located approximately 500 feet southwest of the site. B. Geomorphology 1. Parent Material -The parent material is loess over dense glacial till. 2. Landform Type -The proposed system area is positioned primarily on the top of the backslope. The west side of the system is located on the crest of the slope. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in a cornfield. The field appears to be in continuous agricultural crop production. Therefore soil disturbance includes annual spring tillage with possible cultivation throughout the growing season. The proposed system location has not been severely disturbed by cutting or filling. 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 E Landscape Position and Local Topography The regional topography is shown on figure 1. The general direction of slope is to the southwest as shown on the rnap. The ground surface elevation ranges from 1140 to 1200 feet mean sea level (msl) within 1/4 mile of the site. The topography within the proposed system area is shown on the site map included in Attachment A. The proposed system is located near the highest position on the slope that will allow the design contour to fit. The highest elevation on the slope, which the system is proposed, is approximately 103 feet. The proposed system elevation is 101.3 feet~l': The system was not positioned further down slope because the relief east of B-1 concentrated surface water as is shown on the site map included in Attachment A. This limited the length of the design contour at this location. FIGURE 1- USGS TOPOGRAPffiC MAP' . <: --> - - .,~_. - ~4. .~ .~.a, -1180- . .~ -~-.__-~..5ite 1 - ~, ~ [_ocatiofl - - .~1~~ ~~~.~;+ , ¢~ ~• Ov 1 + , '~ ~" ~ .. • ~ ~, r~_. 118Q - :, _ .-~.. .;, t i J r Soil Series and Mapping Units The Soil Survey of St. Croix County maps the soils on the Achterhof property as Santiago (SaB}, Skyberg (SrA), and Vlasaty (VaB). The location of each soil type is identified on Figure 2. The primary soil characteristics as described in the series description are identified on the Tabte 1. 3 TABLE 1-SOIL SERIES CHARACTERISTICS TPxt-rre Parent Material I Permeability Soil Series A Horizon E or B Horizon Surface Subsurf. Surface Subsurf. Drainage Class SaB sil sillsl Loess Till* M S to MS W SrA sit siUsicl Loess Till MS or S MS or S SP VaB sit siUcl Loess Ti11 MS MS MW *Sandy loam till of the Wisconsin age Abbreviations Permeability IM =Impermeable VS =Very Slow S =Slow MS =Moderately Slow M =Moderate MR =Moderately Rapid Drainage Class VP =Very Poorly P =Poorly SP =Somewhat Poorly MW =Moderately Well RA =Rapid VR =Very Rapid W =Well SE =Somewhat Excessively E =Excessively FIGURE 2 -SOIL MAP F. Field Observations The soil identified during the completion of the test pits closety resembles the Santiago series. The soil profile within the proposed system area consisted of SiL (Ap) at 0"-8", GR to VGR, SiL or LS (E) at 8"-16", and GRLS and GRSL (B) at 16"+. (The soil profile represents a summary of the features desribed in B-4, B-6, and B-7). Redoximorphic features were observed as Fe concentrations and/or depletions in the E horizon at all three pit locations. In addition redox features were also observed in the A horizon, below the Ap in B-7 in the form of oxidized root channels. The redox features observed in the E horizon can most likely be attributed to the short-term seasonal saturation or relic redox features in the dense glacial till. The redox features observed in the A horizon of B-7 (8"-l0") can most likely be attributed to short term seasonal saturation due to compaction from repeated tillage. The Ap horizon although having weak structure in all borings appears to be well drained and does not exhibit any characteristics that indicate it is seasonally saturated. 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). The lack of these features does not precluded the possibility that the soil is saturated prior to the growing season. G. Comparative Analysis Soil borings (B-1, B-2, and B-3) were completed down slope to determine if the soil condifions were uniform throughout the site and if additional surface water received down slope had any impact on the soil characteristics. The results of the soil evaluation indicate that the soil down slope is similar to the soil upslope. H. Government Reports and Comments Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, conducted a site visit on July 18, 2005. Mr. Jansky's preliminary observations indicated that the site was likely suitable for installation of a POWTS. V. Conclusions and Recommendations The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 8", 2.) Hydxic soils are not present on site. 3.) The proposed system is located near the highest position on the slope that will allow the design contour to fit. The influence of surface hydrology at this point will be minimal. 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 3-4%. The slope is uniform with no dips or valleys. The following recommendations should be considered during installation of the proposed system: 1.) The system should be installed on the 101.3' contour to stay within the tested area. 2.) Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3.) Four to six inches of sand should be placed on the system area immediately prior to tilling. 4.) The basal loading rate shall not exceed 0.2 GPD/ft2 for EFF#1. 5.) The system shall be designed to have a lineaz loading rate of 4.5 GPD/ft or less. 6.) The system will follow the contour (101.3) and have a slightly convex shape. 7.) Due to the high bulk density of the subsoil, the slope above the system area should not be modified or disturbed to maintain the soils ability to infiltrate and store precipitation. 8.) Drain file could be installed upslope of the system and discharged to the west. 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 Cetified Soil Tester (#46672). VI. REFERENCES 1.) United States. United States Department of Agriculture Soil Conservation Service, in cooperation with Research division of the College of Agriculture and Life Sciences University of Wisconsin. Soil Survey of St. Croix County, Wisconsin. 1978. 2.) Slate of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) United States. Us Geological Survey. Topographical downloaded from I~~ttpa/terrasei-~.~e~'.microsc~_l`tc~~1~/ 4.) St. Croix County. St. Croix County Land Information System. htt~//72.21.230. } 78lwebsite/pas ~s~te~n/g sportal.htm Wisconsin Ucpartmitirt oY`Commwce SOIL EVALUATION REPORT Page 1 , of 4 _ Division of Safety and 13t»idings ht a~rordanca with Comm $5. Vdis. Adm. Code County ~t CrotX Attach complete site plan on paper not )ass than 8 a,e a I I inches in size. Plain must . Include btrt not limited to: vertipl and larizonial reference point (BM), direction and Pazcel L0. 002-1090-20-000 sole rx dimensions, north arrow, and Bbl referenced to nearest road. t'crcent slope , Please print all information Rer~ewed by Date Personal information yvu provide may he used for secrntidary purposes (Privacy I aw, s. 15.04 (I } (m)) property ()4vner Properly Location Bruce & Jase h Achterhof c~.t. Lot NE ~: NE ~~ s 36 -r 29 N R 16 w Property 0wncr's Mailing Address I.ot ~ IIta:k ~ Sut>d Nmnc of CSM# 645 270th Ave. City State Gip Cude Phone p City D Village ®TOw71 Nearest Road Woodville WI 54028 715-698-2748 Baldwin 270111 Ave. ® New Construction Use: H Residential !Number of $edrooms 3 Code derived design }low rate 450 GPD ^ Replacement ^ Public or Commercial -Describe: Parent Material Glacial till Flood Plain elevation if applicable NA ft. General cammenis and recommefadations: Soil beneath the Ap horizon is very compact when in place. Once remrn'ed the soil is friable to firm. Deep tillage is recommend (18'+) during dry conditions. ~ to 6 inches of sand should be placed on the proposed '~, system prior to tillage. Boring # Boring 0 Pit Ground Surface Elevation 100.00 fi. Depth to Limiting factor 9 in. Civl Annlir~tinn Rata ~__~ itxizon Depth ~ __ ~ Dominant Color __ Redox Description ~__~ Texture .____,.._- Stn~cture _z.. ._'-.- Consistence 1 Boundary ______- Roots _....- -. GP --- -__-.. D1ft2 in. Munsell Qu. Sz. Cont. Color ~ ~ Gr. 5z. Sh. __._ t 'Eff#1 'Eiflt2 _. - -------._ -- 1 0-9 --- 10YR3/Z NONE GRSIL 1 m sbk mfr as 1 f 0.4 0.6 2 ~ 9-16 10YR5l3 f-1-d 10YR416 GRSIL 1 m sbk to ZAP, mfi gs none 0.0 0.2 _ 3 -- _ 16-20 7.5YR4/4 u~ None _ VGRLS ~ 0 , .... mi s 9 none 0.7 1.6 _- _-~ ~- - ----- - - _ - -_ -' 4 20-24+ 10YR4/4 f-1-d 7.5YR4/6 C ~ 3 m sbk mvfi none 1 0.2 0.3 -- - - - __- I -- ~ _ --_ l _ _ _ -----_ ' -__-- Boring # ^ Bonttg CiPit Ground Surface Elevation 99.1 fi. Depth to Limiting factor 11 in. __ __-__ , tiorizan __ _I Depth Dominant Color ~ Redox Description ~ Texture ~ Structure Consistence --- . _--- 8ourxiary - - ---_- Rods saLAppttpanon Kane . GPDIftT + _ _ in, -- I Munsell _.~ Qu. Sz. Cont. Cdar ~ i _y__ Gr. Sz. Sh. ~ _ -- - `Eff#1 `Eft#2 1 0-11 10YR3/2 None `GRSIL ' 1 m sbk 1 mfr gs 1f 0.4 0.6 ____ 2 __.__.~_ 11-16 a-___-- 10YR4/3 f-1-d 10YR4/6 GRSL i 2 m sbk mfr gs Wane 0.6 1.0 3 16-22+ 10YR4/3 f-1-d 10YR4/6 GRLS i 0 sg ml - ~ none ~ 0.7 1.6 _ - _ i }} _ _ ___ +- -- --- _ -_ I _ - __ • F.nluent R I °- (3017, ~ 30 < 22U mg~L and I SS ` 30 < 150 mg+L ` Enlucnt ?L - t3vU~ _ .fv mg~L ana t 5~ °_ sv mgt. CST Name (Please Print) u CST Number Mark Iverson ~-~~ 46672 :lddnss Date F.vaiuation Cotsduded Telephone Number P.O. Box 155 Hammond, WI 54015 July I, 2005 715-796-5664 f property Otivncr $ruce & Joseph Achterhof Parcel ID# 002- 1090-20-000 Page 2 of 4 ^ Boring Boring # Etpit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 9 in. _-___; Soi! Application Rate _ _~ - - Honzon ' Depth ~ Dominant Color Redox Description Texture Structure '; Consistence ~ Boundary Roots ~ GPD/ftZ gyn. 1 Munselt~. rlu_$z Cont ,Color - _,._ _ _ Gr. Sz. Sh. ~"Et7#1 `Eft#t2 i_. --- . ~ ---~---- , 1 0-9 ~ 10YR3/2 None GRSIL 1 m sbk mfr ~ as I 1 f 0.4 0.6 8 2 9-iS j. 10YR413 f-1-d 10YR4/6 i GRL Z m sbk mfr _ gs none 'y 0.6 0. ------ - 3 15-21+ ~ 10YR5/3 f-1-d 7.5YR 4J6 '~ GRSL 1 f sbk mvfr - none 0.2 0.6 _- _ _ -- - --- -- -- _ -- ______ . ___ i , _ __._ ~_ - ii _._~_ ~ I - - --- ---- - _ _ -~-- , ^ Boring 10 Boring # d G E1pi rface Elevation S 101 7 ft Depth to Limiting factor itt. roun t u . . - S! ai Aa ~ Horizon i _. __ Depth _.T_.~_~_.___ _ i, DommaM Color Redox Description Texture -r Structure Consistence Boundary ---- Roots 1 +E i gyn. Munsetl j Qu. Sz Cont. Color Gc Sz. Sh. _. __.~_ _ _._ ~ 1 - 010 _ _ _ ~ 10yt312 None SII ~ 1-m-sbk mfr as 2f 0.4 2 10-16 { 10yr413 7.5yr4/6 Grls 1-c-sbk mfr gs none 0.7 3 16-24+ ~ 10yr3/4 none grls 0 sg _.~ ----- ml ; - none 0.7 ~- - ' i 1 ~ t r ___v -- - _ 1 - - i _. ~ _ .. ~~ _ _ t ~ -- ! ---} - ^ Boring o Bonng # OPIt Ground Surface Elevation 100.9 ft. Depth to Limiting factor la in. _ Sofl Ap Horizon '~ Depth ~ Dominant Color Redox Description Texture Structure ~ Consistence ;Boundary Roots t in. ~ Munseil ___ _ _Qu__Sz Cont. Color ___ _____ Gr Sz. $h. ~ •Eff#1 1 D-8 10yr3i2 None SIL ~ 1-m-sbk mfr as 1f 0.4 -_.._ i_~_ 2 8-10 10 r3/2 None SIL 1-vco-sbk mfr gs 1_ __ --y - y ~_ _ _ ---- --_ ~-- -- __- --~ 0.4 3 10-16 ~ _ 10 r4/3 10 r4/6 f-1-d VGRSIL 1-co-sbk mfr sg 0.4 4 ~ 16-22+j 7.5yr4/4 t 7.5yr4/Bf-1-f GRSL ~ 0-m mfr i `i__- _ _,,___i 0.2 - - -~ -- _ . i I 1 ~__~~ ..... 4. ....___-~--~--. r-' I ~ ~ ' i * EI71uerK :~ 1 - ROI3. ` 30 <220 mg~L :uid -rSS ~ 3U _ 15U mg'L ' F.tlluent #2 - t3nD. ~ 3U mg;'L and'fSS 3U mg+'L. •Eff#2 j 0.6 ! 1.6 _ -- 1.6 •Eft#2 0.6 0.6 0.6 0.6 1'hc Department of Conunerce is an equal opportunity service provider atxl crrtployer. If yuu need assistance to access services or Need material in an alt,rnatc format, please wntact the department at 608-266-3151 or T7Y 6()$-264-8777. ' Property Owner Bruce & 1oSe~h AChteih~f Parcel ID# Page 3 of 4 ^ Boring Boring # ®pit Ground Surface Elevation 101.6 ft. Depth to Limiting factor 8 in. ~ Soil Application R _ _ ~ --- r--- ~ - _- ____ _ _ -r Horizon ~ Depth Dominant Color ~_ in. _-~ Mansell 1 0-8 10yr3/2 - -- _ --- 2 8-10 10yr3/2 3' ; 10-18 10yr4/3 4 18-20+ 10yr413 Redox Description Texture ~ Structure . Consistence ~ Boundary ~ Roots GPD,____ Qu. Sz. Cont.. Color-~__--_ - Gr. Sz. Sh_j _ ! 'Eff#1 'Effl~2 None Sit ~ 1-m-sbk : mfi as ~ 1f _ 0.4 0.6 7.S yr3/4 f-1-d Sil 1-m-pl mfr gs -I 1f 0.4 0.6 __.._ - -- 7.Syr4/6 f-1-d Grsil 1-f-pl mfr 9s ' - 0.4 0.6 __ --- _ --- --._ 7.5 r4/6 f-1-d grfsl 2-f-sbk mfi - - 0.4 0.8 Y _ _ -- _---1 --- - 1. _ __ __. _w_ _ T _- __ . _ ....__ O Boring ^ Boring # OPit Ground Surface Elevation ft. - _ _ -- _--_ , _ 7 Horizon depth Dominant Color ~ Redox Description Texture _in Mansell __ Qu. Sz~Cont. Color __. r_ - ___ , - _ - -_ --- _____-_ 1 __-- ,_ _ -_ ^ Boring a Boring # OPit Ground Surface Elevation R. r- . _ ---- _ -- -_ - Horizon ~ Depth ~ Dominant Color Redox Description Texture in j MunseR __ _ _ Qu. Sz. Cont. Caton --- _~~_ ~ ---!- _ i-- _- ~ __ -- -_ ~_ I i __ ~ ._ _' _ ---- - _. . ~------ _._ 1- _ ~ __ ~_-~ * fintu~~rt #1 - 13ODs'> 30 °~ 2211 mg~'L and TSS ° 30 150 mg~ L __ _ .i ~ ~ t- -i Depth to Limiting factor _- _ __- Consistence ~ BourWary Depth to Limiting factor in. Shc ApI - - - - _- _- ---r Structure ~ Consistence Boundary Roots S 3r. Sz. Sh. _ _ 'Eff#1 * Ettlucnt #2 =RODS 5: 30 mg+ L and TSS :: 30 mg~'L The Deparimer)t of Commerce is an equal opportunity service providcx and employer. If you need assistance to access services or Naxl material in an alternate format, please contact the department at 608-266-315 i or 'I"fY 608-264-8777. j Page 4 of 4 Hwy 0 ft. 24 ft. 40 ft. ~ ft. I N feet north place system on the 101.6' contour >200' to property bounds D3' m c JT L N O. Q a .. H 00' W ~' The proposed system area is located in a corn field. B-7 is 96' from B-4 at 287 degrees the power pole (B.M. #2) is 34' from B-4 at 69 degrees 397' BM# 8 Description~1 B-1 -- Elevation -[~~ =Bench Mark ~~, =Boring Location 8~ Elevation House and well location to be determined Owner: Bruce & Joe Achterhof Site Information: Completed By: Mark Iverson, PSS #198 645 270th Ave SE 1/4, SW 1/4, S6, T29N, R11W 680 Larcom Street Woodville, WI 54028 Town of Baldwin Hammond, WI 54015 St. Croix County 715-796-5664 Phone: 715-698-2748 CST# 46672 i` { ~'°d"'°~ r~ ~ ~' . per: ~-ass-5sea ~ n5-~-~~s P.O.B~c ice; t~nmorx3, W! 54015 August 2, 2005 Oevering Homes Attn: C?ranzo Oevering 838 Summer Pines Circle Hudson, WI 54016 0 D 0 ~'.E~EIVE® AUG 0 3 ZOQS ST. CROIX COUNTY ZONING OFFICE RE: Interpretive Site and Soil Evaluation Dear Mr. Oevering: Enclosed is a copy of the Interpretive Determination Report completed at the Achterhof property on your behalf. The applicable State and County review fees have been paid. The original report has been submitted to St. Croix County, while copies of the report have been submitted to the state and the property owner. A PDF version of the report is available at your request. If you have any questions or comments please feel free to contact me via a-mail at e~=er~reenet~baldwin-telecom.net or telephone at 1-715-796-5664. Sincerely, Evergreen Irrigation Inc. Mark Iverson President Enc. cc: Bruce & Joseph„Achterhof .. . WI Department of Commerce CSC ~~ tlepertmant of t?mnmerce Safety 8 Buildings Division Bureau of Integrated Services APPLICATION FOR REVIEW -Complete all pages- NOTE: Personal information you provide may be used for secondary purposes [Privacy Law s. 15.04(1)(m), Stets.] POWTS For plan status, check our website at http•//www commerce state wi us/SB/SB-DivReviewStatusSearch.html Several counties have been delegated certain authority to review plans in lieu of Commerce. For a current list of those counties and their delegation check our website at http:lhvww.commerce.state.wi.uslSB/SB-PowtsProgram.html. 1. Project Information -Fill in all known information. Confirmation of assignment to a reviewer. Projeet/Site Name ~ru.Ce t; ~o St,~ h 1r7C~"r~e~('~-ro~ cy( pp¢ rya,. Transaction ID: Location, Number & Street of project (if unknown, indicated nearest road} Previous Related Trans. ID: L1p 5'bw'~rt u ~Z 4 0?70~ Estimated Completion Date: : E % °{L,r rJr~ ~ 4 w. `eZ9(~ on Legal Descripti Assigned Reviewer: ~ + County c~. ~o! X {)City (}Village {~ Town of H Assigned Office: W 0 N O Mail to your office of choice below: 2. After plans are reviewed, please: (check atl that apply) (~ ~ ?~ Green Bay, Hayward, LaCrosse, Madison, Shawano, Waukesha Call customer 1, 2 (circle number)* (,~ Requesting party will pick up ~ ~ ~ ~ U NOTE: We reserve the right to re-distribute plans to _ 2 'rcle number)' ~ Mail plans to custome 1 Q i- another office if needed to reasonably balance , *Refers to customer n tuber from below turnaround times. 3. Complete the following designer/ownerlregtaestlng information. x when designer, onxner or n3questing party is the same to avoid repeating irrformatlon. Besigper information (Customer 1j Commerce Other Please Specify (Customer 2) ~t~~-(.yp-~ Commerce First Name Last Name Customer Number First Name Last Name Customer Number ~a.rk =JirRSf7~~ 5i(aG7Z 17s•~ find 1-jo,~»~a5 LLG Company Name Cerny Name ~.vurur ,~ Sr/'iCSQ~i~jY'i wive.. (Jra„ 2v v.[ t r i't Addresses Po. ~~ rr~ Address ~e t'~ gag Jur+nm4~ ["~N~,S ~iYG~G City State Zip+4 (9digits} City State Zip+4 (9digits} ~~ LtJt2 SPIV/S'-GYS Lla~dscr-i ~?-' ~40tS' . Phone Number (area code) Fax or Intemet cell phone Phone Number (area code) Fax or Intemet cell phone 7/S-~9G-~'lol~cl ~791~5Z'{6 7t5 38--1ogo9 Check otliers if applicable Check others if applicable ( } Owrrgr ( )Owner 4. Information and Pfan Submittal Checklists. POWTS scheduling is not available. Plans will be assigned to a reviewer after receipt ~, of plans. If you select a specific office your estimated completion date may be considerably greater than what would be possible in '~ another office. Submittals received without a specific office indicated on the form may be assigned to offices other than the receiving ~ office depending on reviewer availability. Submittal checklists can be found in each applicable component manual. You may email technical code questions to powtstechLoi' commerce.state.wi.us. Madison SB~BD Hayward S88D LaCrosse S&BD. Shawano 386D Green Bay SBBD Waukesha SSBD 201 W Washington Ave 10541N Ranch Rd 4003 N Kinney 1340 E Green Bay 2331 San Luis Place 141 NW Barstow St PO Box 7162 Hayward WI 54843 Coulee Rd Shawano WI 541&6 Green Bay, WI 54304 4'" Floor Madison WI 53707-7162 715-634-4870 LaCrosse WI 54601- 715-524-3626 920-492-5601 Waukesha WI53188- 608-266-3151 Fax: 715-634-5150 1831 Fax:715-524-3633 FAX:920-492-5604 3789 Fax: 608-267-9566 Email: 608-785-9334 Email: Email: PlanSchedule(i~ 262-548-8600 TDD 608-264-8777 PlanSchedule@ Fax: 608-785-9330 PlanSchedule@ commerce.state.wi.us Fax: 262-548-8614 Email: PlanSchedule@ commerce.state.wi.us Email: commerce.state.wi.us Email: PlanSchedulet~ oommerce.state.wi.us PlanSchedule@ commerre.state.wi.us commerr~.state.wi.us MAKE CHECiC3 PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE ; I UU. CEO Attach check here Review Code 7633 SBD-10577 (R. 1212004) THIS FORM IS VALID ONLY FROM 01/0112005 to 01101/2007 FOR THE MOST CURRENT APPLICATION, CHECK OUR WEBSITE AT www.oommerce.state.wi.us/SB1S8-DivFonns/POwTS 5. POWTS SUBMITTAL {check all that apply) ()~ New Construction ()Aerobic Treatment Unit(s) { j Anchoring of System Components Required ()Chlorinator () Replacement of System (} Commsrciat System ()Metering and/or Monitoring Required () UV Disinfection Unit SYSTEM TYPE{S) NOTE: Submit separate sheets for each system if submitting multiple systems on the same site. Enter Fee () Revision to previously approved plan $75 etc.) $60lhr addition of an effluent filter or pretreatment device to an existing system lacement of a septic tank view ($60/ltr for re R Mi ll , , p aneous e () sce ^ Component Manual All treatment components are previously approved under s. Comm 64.10 (2) or (} At-Grade Component Manual, SBD-10570-P (R.6199) (3)~ (}Conventional POWTS Component Manual, SBD-10567-P (R.6/99} ()Drip-Line Dispersal Component Manual, SBD-10657-P (N.6/99) Design wastewater flow of the proposed system: () Ezflow Mound Component Manual, (N.6/03} () infiltrator Chamber Mound Component Manual (Version 5.0) (6!11104) Desi n g 1,000 gpd or less $175.00 () !n-ground POWTS Component Manual, SBD-10705-P (N,01101) Wastewater Flow 1,001 - 2,000 gpd $225.00 ()Mound Component Manual, SBD-10572-P (R.6/99) in Gallons Per Day 2,001 - 5,000 gpd $275.00 ()Mound Component Manual -Version 2.0, SBD-10691-P (N.01l01) greater than 5,000 gpd $300.00 (MBBR) Component Manual (04102) ()Moving Bed Biofiim Reactor GPD plus $0.05 for each gallon over 5000 gpd. , () Multi-Flo ATU with Drip-Line Dispersal Component Manual (10/Ot) - {)Pressure Distribution Component Manual, SBD-10573-P (R.6/99) ()Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.01101) () Reciroulating Sand Filter Component Manual, SBD-10628-P (R.6/99) (}Single Pass Sand Filter Component Manual, SBD-10595-P (R.6/99) , OSplit Bed Recirculating Sand Filter Component Manual, SBD-10656-P (N.6/99j ~ (}Other - Specify ~ ^ individual Site Design" One or more treatment components are not previously approved under s. () At Grade Comm 84.10 (2) or (3): (individual site design/deviation from component (}Non-Pressurized In-ground manuals and use of components without product approval): ()Pressurized In-ground Design wastewater flow of the proposed system: ()Mound Design () Dripline Wastewater Flow 1,000 gpd or less $300.00 ()Constructed Wetlands in Gaitons Per Day 1,001 - 2,000 gpd $400.00 Documentation must be provided to support treatment and dispersal claims. Ina 2,001 - 5,000 gpd $500.00 separate statement, provide rationale for the project and attach supporting documents GPD greater than 5,000 gpd $600.00 plus $0.05 (code sections, test reports, technical papers, research articles, etc.) each gallon over 5000 gpd ^ Holding Tank Individual Site Design Design Holding tanks NOT previously approved under s. Comm 84.10 (2j or (3) and ()Site Constructed Holding Tank Wastewater Flow site constructed tanks. Design wastewater flow of the proposed system: in Gallons Per Day 5,000 gpd or less $120.00 GPD 5,001 - 10,000 gpd $200.00 greater than 10,000 gpd $300.00 ()Holding Tank Component Manual, SBD-10571-P {R.6199) Design Holding tanks previously approved under s. Comm 84.10 (2j(3). Design Wastewater Flow wastewater flow of the proposed system: in Gaitons Per Day 5000 gpd or less $60.00 000 gpd $100.00 001-10 5 GPD „ , greater than 10,000 gpd $150.00 ()Soil Saturation Determination Report (using observation pipes) )Interpretive Determination $100.00 ~ . C7C7 er appropriate above system type) Experiment Number $300.00 stem as Submit fee for individual s dditi al fee ti t l S t O E i y p . ne me a on xper men a ys em ( () Prior approval from a section chief is required For a priority review. If approval is granted, the priority wUl be reviewed within 5 days of receipt. Priority review fee is double the normal review Fee. Priority Review (enter same amount as normal review fee listed above} Enter Total (rounded to the nearest dollar) ; JC~~ C.~ p~,~.3a3a INTERPRETIVE DETERMINATION REPORT Property Owner: Bruce & Joseph Achterhof 645 270' Avenue Woodville, WI 54028 Site Location: NE '/4 of the NW '/4, Sec. 36, Town 29N, Range 16W Town of Baldwin St. Croix County Prepared by: a.-~Q~--~.--____-- Mazk I eson, PSS #197, CST #46672 August 2, 2005 Date Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist P.O. Box 155 Hammond, WI 54015 Phone: 715-796-5664 Fax: 715-796-5246 TABLE OF CONTENTS I. Introduction .............................................................................................................1 II. Project Information ..................................................................................................1 III. Method .....................................................................................................................1 IV. Discussion of Results ...............................................................................................2 A. Local Hydrology .......................................................................................... 2 B. Geornorphology ........................................................................................... 2 C. Soil Disturbance and Hydraulic Modifications ............................................ 2 D. Landscape Position and Local Topography .................................................3 E. Soil Series and Mapping Units ....................................................................3 F. Additional Data ............................................................................................5 G. Comparative Analysis ..................................................................................6 H. Government Reports and Comments ...........................................................6 V. Conclusions and Recommendations ........................................................................6 VI. References ................................................................................................................7 TABLES Table 1 - Soil Series Characteristics FIGURES Figwe 1 - USGS Topographic Map Figure 2 - Soil Map APPENDICES Appendix A - Soil Evaluation Report I. INTRODUCTION On July 1, 2005 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 is present). The onsite evaluation was completed through the observation of the soil profiles at six hand dug test pit locations. This report has been prepazed to present the results of an interpretive determination completed to determine site suitability for installation of a POWYS. The evaluation was completed at the request of Oranzo Oevering, Oevering Homes, LLC. The property is located one mile east of Woodville approximately S00 feet south of Hwy. 12 on 270' Avenue. Shawn Bird of Bird Plumbing completed a preliminary soil evaluation. The preliminary evaluation included approximately three acres, proposed to be divided from the current property, and concluded that A+4 soils were not present on the site. No data from the preliminary assessment has been included. II. PROJECT INFORMATION The following is site-specific background information, which has been collected: Property Owner: Bruce & Joseph Achterhof 645 270` Avenue Woodville, WI 54028 Site Location: NE'/4 of the NW '/4, Sec. 36, Town 29N, Range 16W Parcel ID # 002-1090-20-000 Town of Baldwin St. Croix County Historic Land Use: Agriculture Crop Production Current Land Use: Agriculture Crop Production Vegetation: The site is currently vegetated with corn. At the time of the assessment the corn within the tested azea was approximately 18" high and appeazed to be in good health. Corn in other areas, down slope from the tested area and within depressions appeared slightly stunted. 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 majority of the proposed system area. Flow is concentrated south of B-4 and east of B-1 as the contours show on the site map. 2. Subsurface Water Drainage -The silt loam texture and lack of compaction within the Ap horizon offer good infiltration for the typical rain event. During frozen conditions and following heavy precipitation events, runoff will be much greater. The weak structure of that Ap does not allow for rapid lateral movement within the soil and high bulk density below the Ap limits the percolation through the soil profile. The high bulk density is due to the parent material (glacial till} and tillage methods (moldboard plowing). 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area -There is roughly 6000 square feet of area that contributes to the hydrology of this area. The majority of the contributing hydrology is northeast of the proposed system and the west side of the system is situated on the crest. 5. Soil Saturation -Saturated soil was not encountered during completion of the test pits identified on the figure included as Attachment A. 6. Surface Water Elevations- Surface water within 1/4 mile of the site has .been identified on Figure 1. The nearest surface water feature is an intermittent steam located approximately 500 feet southwest of the site. B. Geomorphology 1. Parent Material -The parent material is loess over dense glacial till. 2. Landform Type -The proposed system area is positioned primarily on the top of the backslope. The west side of the system is located on the crest of the slope. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in a cornfield. The field appears to be in continuous agricultural crop production. Therefore soil disturbance includes annual spring tillage with possible cultivation throughout the growing season. The proposed system location has not been severely disturbed by cutting or filling. 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. 2 D. Landscape Position and Local Topography The regional topography is shown on figure 1. The general direction of slope is to the southwest as shown on the map. The ground surface elevation ranges from 1140 to 1200 feet mean sea level (msl) within '/4 mile of the site. The topography within the proposed system azea is shown on the site map included in Attachment A. The proposed system is located near the highest position on the slope that will allow the design contour to fit. The highest elevation on the slope, which the system is proposed, is approximately 103 feet. The proposed system elevation is 101.3 feet msl. The system was not positioned further down slope because the relief east of B-1 concentrated surface water as is shown on the site map included in Attachment A. This limited the length of the design contour at this location. FIGURE 1- USGS TOPOGRAPHIC MAP 1 ~ 1 ~ ~f . ~ { •S e y ~ ~ r-~ ~ .. '' ., f . . ' ll ~~ ~~ i ~~ ~~ ~ t ,~ `... ,1 ~~•., , ~j ~.,.~.~ ~``'~K? /! f '~ ~ t.~ ,,~ _ _+.~ . } ,A1 ~ ~-' ' ._ a~-_ ~. -_ ~-- +-,Site Location 4 ' ; ~~, ('~` ~, - -r~~~ -- -~~ ~ 4,`__ r. ,~ ~~ ~~ __ ~ ¢~lf '.~ ~ ~ f ~ ~ ' +. l C ~~ ~ i .`a (rf E. Soil Series and Mapping Units The Soil Survey of St. Croix County maps the soils on the Achterhof property as Santiago (SaB), Skyberg (SrA), and Vlasaty (VaB). The location of each soil type is identified on Figure 2. The primary soil characteristics asdescribed in the series description are identified on the Table 1. 3 TABLE 1-SOIL SERIES CHARACTERISTICS Texture I Parent Material I Permeability Soil Series A Horizon E or B Horizon Surface Subsurf. Surface Subsurf. Drainage Class SaB sil siUsl Loess Till* M S to MS W SrA ~sil siUsicl Loess Till MS or S MS or S SP VaB sil siUcl Loess Till MS MS MW *Sandy loam till of the Wisconsin age Abbreviations Permeability IM =Impermeable MS =Moderately Slow VS =Very Slow M =Moderate S =Slow MR =Moderately Rapid Draina eg Class VP =Very Poorly P =Poorly SP =Somewhat Poorly MW =Moderately Well RA =Rapid VR =Very Rapid W=Well SE =Somewhat Excessively E =Excessively 4 FIGURE 2 -SOIL MAP F. Field Observations The soil identified during the completion of the test pits closely resembles the Santiago series. The soil profile within the proposed system area consisted of SiL (Ap) at 0"-8", GR to VGR, SiL or LS (E) at 8"-16", and GRLS and GRSL (B) at 16"+. ('The soil profile represents a summary of the features desribed in B-4, B-6, and B-7). Redoximorphic features were observed as Fe concentrations and/or depletions in the E horizon at all three pit locations. In addition redox features were also observed in the A horizon, below the Ap in B-7 in the form of oxidized root channels. The redox features observed in the E horizon can most likely be attributed to the short-term seasonal saturation or relic redox features in the dense glacial till. The redox features observed in the A horizon of B-7 (8"-10") can most likely be attributed to short term seasonal saturation due to compaction from repeated tillage. The Ap horizon although having weak structure in all borings appears to be well drained and does not exhibit any characteristics that indicate it is seasonally saturated. 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). The lack of these features does not precluded the possibility that the soil is saturated prior to the growing season. G. Comparative Analysis Soil borings (B-l, B-2, and B-3) were completed down slope to determine if the soil conditions were uniform throughout the site and if additional surface water received down slope had any impact on the soil characteristics. The results of the soil evaluation indicate that the soil down slope is similar to the soil upslope. H. Government Reports and Comments Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, conducted a site visit on July 18, 2005. Mr. Jansky's preliminary observations indicated that the site was likely suitable for installation of a POWTS. V. Conclusions and Recommendations The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 8". 2.) Hydric soils are not present on site. 3.) The proposed system is located near the highest position on the slope that will allow the design contour to fit. 'The influence of surface hydrology at this point will be minimal. 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 3-4%. The slope is uniform with no dips or valleys. The following recommendations should be considered during installation of the proposed system: 1.) The system should be installed on the 101.3' contour to stay within the tested area. 2.) Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3.) Four to six inches of sand should be placed on the system area immediately prior to tilling. 4.) The basal loading rate shall not exceed 0.2 GPD/ft2 for EFF#1. 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 (101.3) and have a slightly convex shape. 7.) Due to the high bulk density of the subsoil, the slope above the system area should not be modified or disturbed to maintain the soils ability to infiltrate and store precipitation. 8.) Drain the could be installed upslope of the system and dischazged to the west. The fmal 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 l .) United States. United States Department of Agriculture Soil Conservation Service, in cooperation with Research division of the College of Agriculture and Life Sciences University of Wisconsin. Soil Serve, o~ f St. Croix County, Wisconsin. 1978. 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.} United States. Us Geological Survey. Topographical downloaded from http://terraserver.microsoft.com/ 4.) St. Croix County. St. Croix County Land Information System. http://72.21.23 0.178/website/~asystem/gisportal.htm APPENDIX A SOIL EVALUATION REPORT Wisconsin Department ofCom~rce SOII. EVALUATION REPORT Page 1 of 4 Division of Safety and Buildings in aocardaztce with Comm 85, Wis. Adm. Code _~~ Attach complete site plan an paper not less than 8 '/: x 11 inches in size. P ~~~~. must ~ ~ o~~ ~ ~ . ~' St• CrO1X i t BMA ~ ' d t ti l d h i A l f t t li it d b I l o ~ ~ a Parcel I zon erence po n o: vor ca an or a re ( u no m e nc u e n n 002-1090-2U-000 Percent slope, scale or dimensions, north arrow, and BM referenced to near road. Please print all i~'ormation 5 ~ F ~ '' l ~ 'ew by Date Personal informati~ you provide may be used fa~ sec~dary purposes (Pnvacy Ta , s. 5.04 (1) (m)) Property Owner Pr Loca~n ING ~~E Bruce & Jose h Achterhof 0 s 6 T 29 N R 16 w Property Owner's Mailing Address # Block # Subd Name ~ CSM# 645 270' Ave. City State Zip Code Phone ^ Village 0 TOwn Nearest Road Woodville WI 54028 715-698-2748 al 'n 270a' Ave. EI New Construction Use: HResidential / Number of Bedrooms 3 Code derived design flow rate 450 GPD ^ Replacement ^ Public or Commercial -Describe: Parent Material Glacial till Flood Plain elevation if applicable NA ft. General comments and recommendations: Soil beneath the Ap horizon is very compact when in place. Once removed the soil is friable to firm Deep tillage is recommend (18'+) during dry conditions. 4 to 6 inches of sand should be placed on the proposed system prior to tillage. OBoring Bormg # H Pit Ground Surface Elevation 100.00 ft. Depth to Limiting factor 9 in Sal A lication Rate Horizon Depth Dominant Color Redox Description Texture Stnlcture Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 1 0-9 10YR3/2 NONE GRSIL 1 m sbk mfr as 1f 0.4 0.6 2 9-16 10YR5/3 f-1-d 10YR4/6 GRSIL ' 2~ ~° mfi gs none 0.0 0.2 3 16-20 7.5YR4/4 None VGRLS 0 sg mi gs none 0.7 1.6 4 20-24+ 10YR4/4 f-1-d 7.5YR4/6 C 3 m sbk mvfi - none 0.2 0.3 ^ Boring 2 Boring # HPit Ground Surface Elevation 99.1 ft. Depth to Limiting factor 11 ~. Sal A lication Rate Horizon Depth Dominant Color Redox Description Texture Sfirtx;ture Corsistence Boundary Roots GP D/ftz in. MunseB Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etrt#1 'Etl`#Z 1 0-11 10YR3/2 None GRSIL 1 m sbk mfr gs 1f 0.4 0.6 2 11-16 10YR4/3 f-1-d 10YR4/6 GRSL 2 m sbk mfr gs none 0.6 1.0 3 1Cr22+ 10YR4/3 f-1-d 10YR4/6 GRLS 0 sg ml - none 0.7 1.6 I;tlluent #1 =13Ulls> 30 <_ 220 mg/L and "1SS > 30 < 150 mg/L s Etlluent #2 =13U1h 5 30 ntg/L and t~~ 5 "30 mg/L CST Name (Please Print) CST Number Mark Iverson `""-- 46672 Address Date Evahration Concluded Telephone Number P.O. Box 155 Hammond, WI 54015 July 1, 2005 715-796-5664 Property Owner Bruce & Joseph Achterhof Parcel ID# 002-1090-20-000 Page 2 of 4 ^ Boring 9 ~ 3 Boring # QPIt Ground Surface Elevation 100.0 ft. Depth to Limiting factor Soil A lication Rate H rizon th De DomirtaM Color Redox Description Texture Stnxture Consistence 8arrxiary Rods GP D/ftz o p in. MurtseA Qu. Sz. Cont_ Color Gr. Sz. Sh. `Etp#1 `Eff#2 1 0-9 10YR3/2 None GRSIL 1 m sbk mfr as 1 f 0.4 0.6 2 9-15 10YR4/3 f-1-d 10YR4/6 GRL 2 m sbk mfr gs none 0.6 0.8 3 15-21+ 10YR5/3 f-1-d 7.5YR 416 GRSL 1 f sbk mvfr - none 0.2 0.6 D Boring 4 Boring # OPit Ground Surface Elevation 101.7 ft. Depth to Limiting factor 10 in. Soil A I' ion Rate Horizon Depth Dominant Color Redox Description Texture Stnwture Consistence Bourxfary Roots GPD/ftZ in. Mur~seA 4u. Sz. Cont. Color Gr. Sz. Sh. *EtT#1 `Eff#2 1 0-10 10yr3/2 None Sii 1-m-sbk mfr as 2f 0.4 0.6 2 10-16 10yr4i3 7.Syr4/6 Grls 1-c-sbk mfr gs none 0.7 1.6 3 16-24+ 10yr3/4 none gris 0-sg ml - none 0.7 1.6 ^ Boring 6 Boring # OPit Ground Surface Elevation 100.9 ft. Depth to Limiting factor 10 ~ Sal A lication Rate Horizon Depth Dominant Color Redox Description Texture Stnxture Cortsisterx:e Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ett#1 `Eff#2 1 0-8 10yr3/2 None SIL 1-m-sbk mfr as 1f 0.4 0.6 2 8-10 10yr3/2 None SIL 1-vco-sbk mfr gs 1f 0.4 0.6 3 10-16 10yr4/3 10yr4/6 f-1-d VGRSIL 1-co-sbk mfr sg - 0.4 0.6 4 16-22+ 7.5yr4i4 7.5yr4/6 f-1-f GRSL 0-m mfr - - 0.2 0.6 • Effluent #1 = BODS > 30 < 220 mg/L and TSS > 30 < L 50 mg/L • Effluent #2 = BODs < 30 mg/ L aad TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format, please contact the department at 6(18-266-3151 or TTY608-264-8777. ' Property Owner Bruce & Joseph Achterhof Parcel ID# Page 3 of 4 ^ ^ Boring 7 Boring # HPit Ground Surface Elevation 101.6 ft. Depth to Limiting factor g in. Sdi A lication Rate Cd tion do Desc i R Texture Stnxture Consistence Boundary Roots GP D/ft Horizon Depth in. or Dominant Mansell p e x r Qu. Sz. Cont. Cdor Gr. Sz. Sh. 'Et1#1 'Eff#2 1 0-8 10yr3/2 None Sil 1-m-sbk mfi as 1 f 0.4 0.6 2 8-10 10yr3/2 7.5 yr3/4 f-1-d Sil 1-m-pl mfr gs 1f 0.4 0.6 3 10-18 10yr413 7.5yr4/6 f-1-d Grsil 1-f-pl mfr gs - 0.4 0.6 4 18-20+ 10yr4/3 7.5yr4/6 f-1-d grfsl 2-f-sbk mfi - - 0.4 0.8 ^ Boring Boring # HPit Ground Surfxe Elevation ft. Depth to Limiting factor in. Soil A lication Rate D th t Color D i tion Redox Descri Texture Structure Consistence Boundary Roots GPD/ft~ Horizon ep in. nan om Mansell p Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 ^ Boring Boring # OPit Ground Surface Elevation ft. Dell to Limiting factor in. Soil A lication Rate D th t Color in D Redox Descri tion Texture Stn~cture Consistence Boundary Roots GP /ft Horizon ep in. om an Mansell p Qu. Sz_ Cont. Color Gr. Sz. Sh. 'Eff#1 'EtT#2 s Effluent #1=130D5> 30 <_ 220 mgJL and TSS > 30 < 150 mgJL ' Effluent #2 = BODs <_ 30 mg/L and TSS <_ 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access seavices or Need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Page 4 of 4 0 ft. 24 ft. 40 ft. 80 ft. N Hwy 12 is place system on the 101.6' contour >200' to prop y bound 03' a~ c m 0 a 00' m w a' The proposed system area is located in a corn field. B-7 is 96' from B-4 at 287 degrees the power pole (B.M. #2) is 34' from B-4 at 69 degrees 397' BM# & Description =Bench Mark B"1 Elevation goo, =Boring Location & Elevation House and well location to be determined rOwner: Bruce & Joe Achterhof Site Information: Completed By: Mark Iverson, PSS #198 1 645 270th Ave SE 1/4, SW 1/4, S6, T29N, R11W 680 Larcom Street Woodville, WI 54028 Town of Baldwin Hammond, WI 54015 St. Croix County 715-796-5664 Phone: 715-698-2748 CST# 46672 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~J/ ,O s Ci/tom /l/T Mailing Address ~ ~ J ~~ ~~ 5 ~' ' ~~J ~1~'~! !~i ((~~ s~~a Property Address ~ ~ °1" ~ ~ ~ ~ ~~' ~~' r' " (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number ~ ~ Z X0`'1 ~ - 2-~ -~O t ' SI 2- ~) LEGAL DESCRIPTION Pro ert Location ~~'/a , /v~ 1/a , Secs-' 1° , T ~N ,Town of /~~C,['/~ /1/ P Y ~ ~~ Subdivision ,Lot /,~~~dF Certified Survey Map # ~- ,Volume ,Page # Warranty Deed # ~Z- `~ `1 ~7 ~ ,Volume ~~ 2 ~~ ,Page # 7~F' Spec hdaa~ no Lot lines identifiabl yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary),. the septic tank is 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 Department 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 Planning & 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. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Q. SIGNATURE OF APPLICANT(S) DATE *** Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.*** Include with this 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. 08/05) St. Croix County Map Output Page Page 1 of 1 \ http://72.21.230.178/servletlcom.esri.esrimap.Esrimap?ServiceName=StCroixOV&Client... 9/14/2005 I~ - .. ~._ w. __ __ .- _ - _- p000MENT NO. 3TArB BAB OF WISCONSIN FORM 1--lsl9t rNU waee RasaRVm -oa RaeoROlwo oars ~ i WARRANTY DEED '~ ''~ a ~ 791 PA~138 ~Qi~ 1~~~+ISTERS U~HCE CROIX CO.r WISr Si This Deed, made bet:een .......................................................... . 15th ...................Walter..N... Ive>;a~an~....alk1.~...Wa.l~~ec••.~verson, ~ec'd.1t' Record Mlis .....-and. unmarried -man ............................................................. ~ ~ Sept. AD. 1987 ~ .................. ........................._._..........:........................................, Grantor. ~ 1:00 P and .................................--••---•-- ................................................................ I ..... John_ M....Lorena.- and..Juli~e. if.---Lorenz., ................... ~I __-husband. and...wife.. ...._ ............................ ........................ -•-_... ................................................................................................. Grantee, .. Witnesseth, That the said Crsntor, for a valuable conaiderstion. One ', Dollar..and..other.-good. and valuab.l,e. -~Qn~ideration-- conveys to Grantee the following described real estate in ...,~t.*...Cr~.Q.~.X........ R URN O 'l~Ort~twe8t Federal County, State of Wisconsin: P.O. Box 160 New Richnond, WI 54017 That part of the NEB of the NEB of Section 36, Township 29 North, Range 16 West, described Ta: Parcel No :.................................._ as follows: Commencing at the Northeast cornet of said NEB of the NE's; thence South on the East line thereof, 482 feet; thence West 431 feet; thence South 148 feet; thence West to the West line of said NEB of the NE's; thence North on the West line of said quarter to the Northwest corner thereof; thence East on the North line of said quarter to the point of commencement. ~, " l~ l ~ ~( s ~ ~~ c ~~ ~ ~ ~-~ _ 1 ~~~ nn n ~ ~~ ~~~~~ This .. is not _ homestead property. ~-bV,C.~ (is) (is not) Together with all and .singular the hereditaments and appurtenances thereunto belonging; Ana........Gran.tor-------------- --- • ----- •----................. _ ....................--•----..... -.........--•--- ---- .....-..........---- warrants that the title is good, indefeasible in fee simple and free and clear o[ encumbrances except None and will warrant and defend the same. QQ M Dated this .. .............. t7..~. -•---•--• -----... day of .....----September_-- ---------------------._......---, is a7... _...... -._... --- -.........._...- ----- -•--- ._.........(SEAL) ~r~(~ry.G(.(,~.~.d..t --~v..~!Z.~2.r.(SZ~...(SEAL) , ~ Walter N. Iverson _.... - -... l..--•-----•-- -----------------------.....---- -.(SEAL) - - .............--- - --...----..................----............(SEAL) AUTHENTICATION signature(s) Walter N. Iverson -•---------- ------- ----•--• --------------p-----...---------.._..---- - authen + this` Se tember 87 t ( fit ~_ . Robert G. Walter TITLE: JiEbiBER STATE BAR OF WISCONSIN (If not.....---•-------•------•-----°----• .................•---••-- suthorized by 3 ?06.06, Wis. Stats.) a THIS INSTRUMENT WAS DRAFTED AY ROBERT G. WALTER - -•_-____-Attorne}j at Law--------•---•.- (Sienatures may be authenticated or acknowledged. Both are not necessary.) ACHNOWLEDOMENT STATE OF WISCONSIN 39. - --- ------------------°--------•-•---County. Personally came before me this ................day of •------------------•--•--••--------•--•---~ 19.------. the shone named to me known to be the person ......._.... who executed the foregoing instrument and acknowledge the same. Notary Public ..........................................County, Wis. !41y Commission is permanent. ((f not, state expiration date: -- •-------•--•-•--• .................................... 19----.....) •Namea or persona fiFnins in am eapaci!Y a6ould be typed or printed below their ei3natum. aTAT6 BAR OY ~119CON91N NGIMN.CrnprM M PORfI Nw 1 ~ 1f9t StOCk NO. ~ 300 11 ~ ~44 _ ~i ~,, ,DOCUMENT No. STATE PAR OF WISCONSIN FO1;M 1-f96t WARRANTY DEED r ; ~ 529g~1 - von ~12~~vasE.4O6 ~ - This Deed, made between ..Lorraine..AchieC.hof ................ ................_----._.....------.._........................................._._.......----...., 4rsntor. ana.Bruce_l._.Achterhof .a>~d..~QSeph..L,...Achtarhof...a~ch_.... ao..undiYide4_ .one.:hal>?..itAterest..a~..tanatti~..i~..cnmmctn....._.._ ...... ------------------------------------•---..........................................-. ......, t3rantoe, W1tII6SSeth, That the said Grantor, for a valuable consideration....., conveys to Grantee the following described real estate in ..St.... Cf:OIX ............. County, State of Wisconsin: See Appendix "A" attached hereto and made a part hereof. f ~~ ~ Thi ~nllc s~ACS Ilacsvw roe sscosolNa DATA s~~s e~~c ~-~ CR+~~C~wu~~i ~ot~~~.3.::..~ JUN 8199b ~t 10:30 A.++; Od Tu Parcel No: .........................._.....» ,~ F sF~~ ~~~ Togwler with ail and singular the hereditaments sad appurtenances thereunto belonging; And.__ ._. ._. .. --• ... .... ........ ...•-•--•----._._.._.... warrants that the title is good. indefeasible in fee simple snd tree and clear of encumbrances except alt easements, restrictions and rights-of-way of record. an~ will warrant and de!end the same. na{~ed this -------.._27.th..----•---------------------- day or ....._..............._.R~Gelnkzer..........._..............., 199..._. 3EAL ...- ------------------°-------••--•----.._..._..._...........(SEAL) .......f.~!L.ts~/.......... _..._....._. _._......_._( ) s ~------ - .._t,Qrr.~ir~~. Ashxerhof.----- (SEAL) .................................................•----•----------_..(SEAL) AIITHBNTICATION sigaat~e(aj .~.arrair~~..A~c~hk~,r~iaf ....................•- ti or.___.A~.cemb~c:-., 19!1._ TI : l[13MBEB STATE BAR 0>I' WISCONSIN ( not, . -•--....----°--°-• a rued by ~ ?06.(38. Wis. States) TH19 INSTRUMHNT WAS DRAFTE¢ BY _gC)~ERT J. _ RlCHARDSON ______________ ___ tfarney of Caw--_-- -' . ~pring__ Vall~e_y_,...lN_t_ _~ 4167 ......................•-----.... (Signataree may be sathenticated or ack;~%wledged. Both are not necessary.) ACKNOWLSDOffi19NT BTATli; OF WISCONSIN sa. ........_.__ .........................County. -- Personally came before ms this ........_-_.-._dd.y of ...._._..._• .............__.............. 19...._... the above named to me known to be Lha person _.._......., who esecnted the iureroing instrument and acknowledge the same. Notary Pnbhc ....._....• .............•--...---•°--...-County, Wie. My Commission is permanent. (Ii not, state aspiration date: ........................•--•------•--.........-----....., 19----._...) ~~•Namr of y~aoa~ at~nioe is and caeaeitr ohon:d be typed or ~riated blow their ~l~aature+. wARBABRF CSBn aTAYi BA~_OF wISC02ieIN Wiaconde Lee~l H4td1 Ca Ina ~'''~„ ~, . YOL1~~~PA,E~~~ - ~. . APPENDIX "A" Parcal #1: The South 3/4 of the Southeast Quarter (SEA) of the Northwest. Quarter (NWT) of Section Tbirty-six (36), Township Twenty-nine (19), Range Sixteen (26). Parcel #1: The North 3/4 of the Northeast Quarter (NEB) o! the 3ou~chwest Quarter (SW~) of Section Thinyy-six (36) , Township Twenty-Wins (19j, Range Sixteen(16j, excepting all sasaments of record. Parcel #3s Tha North Quarter (N~) of the Southeast Quarter (SEA) of the Northwest Quarter (NWT) of Section Thirty-six (36) Township Twenty-nine (14) Range Parcel #4s _.. Parcel #5: ~~ Parcel #b: Parcel #?: ~, sixteen (16). .~ '~,~ -.The Northwest Quarter (NWT) o! Northeast Quarter e~' (NEB) of Section Thirty-six (36), Township Twe:ity- ~` ~, nine (19), Range Sixteen (16), sZCEp?Ilia theretroa a parcel in said Narthrr~st Quarter (NW~j of ~~ Northeast Quarter (NE~i) described as follows: ~ Starting at canter line of Q.S. Highway "11" Wasre ~,.~ it intersects with North ~ line; thence South 173 feet 9 inches; thence East 108 fast 9 inches= thence North 143 test 9 inches; thence Westerly ``~ along center line of U.S. Lighway "11" to point of \~ beginning. . Ths Northeast Quarter (NE~j of the Northeast l Quarter (NEB) of Section Thirty-six (36), J Twenty-nine (19), Range Sixteen (16), theretroa a parcel described as tollows: Commencing at the Northeast corner of said Northeast Quarter (NEB) of Northeast Quarter (NSA) of Section Thirty-six (36);>`:hencs South along the East line of said Northa;~yt Quarter (NFL} of Northeast Quarter (NEB) 481 feat; thence West 431 test; thence South. 148 fast; thence West to the West line of said Northeast Quarter (NEB) of Northeast Quarter (NEB); thence North to the Northwest corner o! said Northeast Quarter (N8~) of Northeast Quarter (NEB); i;*gncs East to the point of beginning. ~ .~ Ths West Halt o! the Southeast Quarter of the Northeast Quarter (W~ of SEA o! NEB) of Section Thirty-six (36), Township Twenty-nine (19) North, *.tange Sixteen (1bj West. - The Southwest Quarter (SW~) of the Northeastc Quarter (NEB) of Section Thirty-six (36), Township Twenty-nine (19) North, Range sixteen (16) Wrist. .~ r ~,. .r , , .. f -.~ a` ~jy~i ~. ~ , f ~'' ~( ~y+ 9 ~ti~~., t,}~ rare ?~i- 1~`y~`~ a'' < # ~ ;t~ ~ ~ *. .= +~ ~ .Tr{ ~~; ~, ~~ ~' ~ ~` Y ~~ ~ 9~ 9 fr' r°' ~F... 4 ',.F; k A" i~`~~{ 4i~~}~e~ ~~~'!}y~ ~" t r _ _ ,, Jar} # Sj. 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