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020-1478-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552350 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: maybe used for secondary purposes Law, s.15.04 / Personal information you provide ry [Privacy (1)(m)1. Permit Holder's Name: City Village X Township Parcel Tax No: Bird, Shaun R. Hudson, Town of 020-1478-10-000 CST BM Elev:` Insp. BM Eledv: BM Description: Section/Town/Range/Map No: q] C) I 13.29.19.3009 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 6 Benchnn5 53 17-6 Dosing Alt. BM lY Bldg. Sew9r i Aeration 42A 41 D 36o--/D SCq%> ~ 0 Holding St/<Inlet W • / St/Ht Outlet TANK SETB ,APK INFORMATION TANK TO /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet D Otto Septic '710 > / n' 3 u 9r7. 3 S/ 3S l re d v2.3 74 Dosing p He /Man. > 45 4,o lt-~ ok WiXA-&- JA / Aeration Dist. Pipe S,~H S ~D Holding Bot. System J 96 • v VU C4 Fina.1.Ara~le v , q5~ S PUMP/SIPHON INFORMATION Manufacturer i-: r GP Demand St Cover Model Number TDH LiftFricti n Lgss System ad T Ft • C'~ Forcemain Length Dia. H Di t. to Well J1116 I 2 > goo' oZ. SOIL ABSORPTION SYSTEM S S (o- Z BED/TRENCH Width Length No. Of Trenches PIT DIMEN IONS No. Of Pits Inside Dia. iquid De th DIMENSIONS /0~ / •D - ~/t / ~ SETBACK SYSTEM TO P/L LDG WELL LAKE/STREAM EACHING Manufacturer: INFORMATION CHAMBER OR CI YI Typ7pf System: >1 ` M UNIT Model Number: DISTRIBUTION SYS EM 06 tt J ~Y/1 ` Heade21pn Distributio~J # x Hol ole Spacing nt o Ai Intake 11-ength. U O Dia v Spacing i SOIL CO ER x Pressure Systems Only xx Mound Or At-Grad tems Only M Depth Over Depth Over xx 1 -1 xx Seeded So ded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil /Q 1 ® Yes ~ No Yes Fs] No -7 7,51 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection : -7-/ / Z f Inspection #2: / Location: 943 Alexander Rd. Hudson, WI 54016 (NE 1/4 SE 1/4 13 T29N R19W) Alexander Meadow 1s dition Lot 2 Parcel No: 13.29.19.3009 1.) Alt BM Description vn 2.) Bldg sewer length = /V Q _ g~ 1) - amount of cover = > y, l 4'~- s Plan revision Required? ~ Yes 0 n -7 3 Use other side for additional information. G Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) PLOT PLAN' PROJECT 'Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wii 54017 NE 1/4 SE . 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 96.5' 3 BEDROOM CONVENTIONAL AT-GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL -H.R.P. SameasBenchmark Alexander Road 2 Acre Parcel Scale = 1/4"= 10' Well is to meet all WDNR setbacks Tan is to be properly 6jed led and provided with c own covers with a oved warning labels Prse 180' B H Grading is to be done to divert run-off away 4r) from system Huffcutt Combo Tank I B. * 9 ' B-1 B-2 -p~ k4 96.51 1 95' Drainage Easement (staked by rveyor) B-3 7% Slope ID 0-h w r ~~~1~~1;~J 7 /V 443' Property Line ja Area 15' below system S) b~iL~o. fCF-(~ ~v ~t is to remain /l 7 ~S undisturbed ~ 4aq/p- Commerce.Wl.goV Safety and County - 20l W. Washington Ave., ox 162 Wisconsin Madisonj6N5 7 7-7162 Sani tary Permit Number (to be lied in by Co.) epartawitof cwnrneme U((yy ~n~ Z q) U 3~2 ~RZ) &:V Sanitary Permit Appli~"""`~"" state Transaction Number In accordance with s. Comm. $3.21(2), Wis. Adm. Code, submission of this form to the appropriate NQ g Wt- unit vrtrmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTs are Project Address if drff a than mailing addres ) submitted to the Department of Commerce. Personal information you provide may be used for secondary ~ purposes in accordance with the Privacy Law, s. 15.04(1)CT), Stats. / GC L'/lJ L Application Info rmation-Please Print All Information 9`r Property Owner's Name ( Parcel # - i Property Owner's Maili ,v/- / A, Ii~ -.3 ddress 9!-7,k' Property location - 300 09 14,1z' City, State Govt. Lot _ _ Zip Code Phone Number Section ~ cle o H. Type of Building (check all that aPP1Y) 7 Lot # T t t; R _ :e r - r 2 Family Dwelling - Number of Bedrooms Z-- Subdivision Name Block # Q ❑ Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of - town of - III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner !J'`Z. 3 IV. Type of POWTS S stem/Com onent/Device: Chec 1 - 11 Non-Pressurized In-Ground El Pressurized In-Groun rade Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain ❑ Pretreatment Device (explani)_ _ .9 44 - V. Dis ersal Treatmcut Area Information: =DisproorsWal Design Flow (gpd) Design Soil Applicati Rate(gpds~ Dis ersal Area Proposed (st) S m Elevation VI. Tank Info Capacity in Total of Manufacturer - Gallons Gallons Units a o v New Tanks Existing Tanks g C~ U0 fl is.. C7 Li, in AN Septic or Holding Tank Dosing ChamberO ! C VIL Responsibility Statement- I, the undersigned, ass. ponaibility for installation of the POWWTS shown on the attached plans. Plumber's Name (Print) Plumb afore MP/MPRS Number Business Phone Number - 7n n-~ -67 Plumber's Address (Street, City, State, Zip C / J --S Q V1 . CounytDepartment Use Only Approved ❑ Disapproved Permit Fee ~ Date Issue wing A e ignatur ❑ Owner Given Reason fbr Dena! 0 1 G%~~~ ` 1X. Conditions of Approval/Reasons for Disapproval V~~~.f/N'1 ~/yL(jLt~ ,~w6e-e..z;( (/12. rLl¢fe, put SYSTEM OWNER: /c 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. Ali setback requlrelWE 4orI tem and submit to the County only oa paper not less than g to x 11 inchesin size as per applicable code/ordinances. SBD-6398 (R. 02/09) p~enRTaN~ Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 3 K Contact Through Relay P L www.dsps.wi.gov/sb/ www.wisconsin.gov o SSIONScott Walker, Governor Dave Ross, Secretary June 07, 2012 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 0610712014 Transaction ID No. 2092917 SITE: Site ID No. 778069 Oevering Homes Please refer to both identification numbers, Alexander Rd Lot 23 above, in all correspondence with the Town of Hudson agency. St Croix County NE1/4, SE1/4, S13, T29N, R19W Subdivision: Alexander Meadows FOR: Description: At-Grade, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1365748 Revision; Maintenance required; 450 GPD Flow rate; 42 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual, Version 2.0, SBD-10854 (N.03/07), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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, stats. 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 the At- grade Component Manual, Version 2.0, SBD-10854 (N.03/07), and the Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01101) In the event this soil absorption system or any of its component parts malfun ~s to a health hazard, the property owner must follow the contingency plan as described in the app lad, In action, the owner must comply with the operation, maintenance and monitoring duties as descri 14 VIII of the at-grade component manual. A copy of this information must be given to the owner upor~® letion of the project. Maintenance information must be given to the owner of the tank explaining that peMSL cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. 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. SHAUN R BIRD Page 2 6/7/2012 Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. rely, Fee Required $ 85.00 Fee Received $ 85.00 Balance Due $ 0.00 Julia Lewis-Osborne POWTS Reviewer 2 , Integrated Services WiSMART code: 7633 (262) 397-6005, Fax: (608) 283-7481 juiia.lewis@wisconsin. gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. l Cover Page Shaun Bird RECEIVED Bird Plumbing Inc. MAY 2 4 2012 1008 192nd Ave ;1FFTY & BUILDINGS New Richmond Wi 54017 715-246-4516 Date: 5/22/12 Owner: Oevering Homes Location:NE1/4 SE1/4 S13 T29 N,R19W Lot 23 Alexander Meadows Hudson System type: At-Grade Revision Transaction ID #2071484 Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01 /01) Page# 1. Cover Page 2. At-Grade Plot Plan 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-11. Soil test 12. Filter Specifications Shaun Bird Signature License number 226900 1 C PLOT PLAN PROJECT, Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE , 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 96.5' BEDROOM 3 CONVENTIONAL AT-GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none Ilk BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Alexander Road 2 Acre Parcel Scale = 1 /4"= 10' Well is to meet all WDNR setbacks Tank is to be properly bedded and provided with lockdown covers with Pro 3 approved warning labels 180' Bedroom House Grading is to be done to divert run-off away from system Huffcutt Combo Tank 0 B.M.* 97' B-1 B-2 45' 96.5' T 995'- El Drainage Easement (staked by surveyor) B-3 7% Slope 443' Property Line Area 15' below system is to remain undisturbed At-grade System Sloping Site Cross Section and Plan View r. 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I :1:;:;■•■•. ■•r`r•r•r•r•r~j■j■j.j■j■ 1'1.1'1.1.1 1.;.;.;. 1■; 1■'L.1:1 L L L 1 S.ti■■~■ .'6...+~■.L■•..6.q.Lr'.~tir•r■J■r."j■j.r r■j■r. ~.~.J.~.r.J.r" ' 1.1 11.1.1 1.1"1.1 1.1+1.1.1.1.1• I G 1.0 i 'I E , 1/6 B - L eo -.i W 7 E B 1 L % Slope = Plowed 1•••• = Clean aggregate basal area 1-M '/z to 2 '/z in. dia. = 4 in. sch. 40 pvc - ' observation pipe Lateral with 2" Topsoil Cap aggregate over pipe Geotextile Observation Pipe Fabric With Cap 7, Ft lateral Invert .fir r r.r r r•r. r.J•rrr■r J• r r.•r• 1 1 1 1.1.51•;■1~ ■ 6~ S.L•L•1 L•L• ■•■1■1 L•1. r r r r.r.r.r•r.j. r~1 .r•r.r•r.j■{~}i1 i`1' ~•1.5'S'1•`•' ; Topsoil Cap • Ali S•i•L•1■1 1■L F y,~ '.~!1~'~ 1r~ ■j•j. j_~ 11'~ r■~',fS+t: j: _ ; , t s't~ •1.1.1.1 •;r Ft Contour 1.1 1•~,. ■J.3.j.r D''---- Plowed Surface C Slope Direction GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area (L x W) is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a '/4 inch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhoe.. Special care must be used when placing the aggregate to minimize compaction of the plowed surface. After, the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative groom, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/051gj Page of Pressure Lateral Layout One Lateral - End Manifold o Threaded Cleanout Force Main Lateral Turn-up plug X L Long Sweep 90 Bend Pressure System Construction Distribution Network S ecifications Lateral Diameter 62- In. Laterals are constructed of Schedule 40 PVC Orifice Diameter S Z_In. pipe. Orifices are drilled perpendicular to ~ X Orifice S acin 2 In. the pipe with a sharp drill bit and face down. L Lateral Len th II ~ Ft. Lateral turn-ups terminate with a threaded Force Main Diameter In. Cleanout plug and are enclosed in a 6-8 inch Force Main Len Ft, diameter lawn sprinkler valve box accessible from finished grade. Grade ;Q: 6-8 Inch Lawn Sprinkler Valve Box dft 03/05lgj Page of Crass Section And pump performance specifications Septic-T)ase Tai l Tank Manufacturer . Pump Mlssrufacturv Tank Model Number Pump Model Number _ Total Tank Capacity p Alarm Manufacunw Max. Bury Depth Alarm Model Number =Switch Type ;Filter Manuftlcturer Filter Model'Number Total Dynamic Head (TDH) - T-1- Distal :t~_...._ G Elevation Head ~ 2 Pressure , Network Loss - o Minimiun F Pedormanice Required Force Main Loss GPM: @ Ft TDH - _ - - - Total s-, Outlet Manhole Min. V Above Grade With Looking Device. Inlet h1whole Manhole Min. V Above Grade < 6" Below Grade sealed WateraWlt Securely Mounted With Lacking Device Weather-proof Finished Grade ..r.:ctiM:a Box ..Vent Min. 12°' Above Grade Disconnect With Vent Cap Means •L Y 1 . r Yrrtl •1'~ .•rft1 i .f.ft 'tr 1'1'i' t':Irirt/i'. T lr.'.,.'trt,t•tr:t 1,. Outlet: Filter Inlet 44------- Inlet Baffle Switch Sett;ngs and Reserve Capacity A 2. _ Tank Volume ~ GPI Weep ~ _ Dimension,' Indies 'Volume Gal. " B - Hole (reserve) A: j (alarm} g 2 3 .•1 v O Elevation (dose) C V Ft ' > .s . (dead) D Bottom Total 6 3 D Elevation 1.::t•t . 1 . t . trti)i'fYi)~/ ~ 3;T1;1;1~1 t/tTt/t4 t.f itTt,f t t 1 ~ tT~ i~ilri,. t . ' ' ` ` ^~.rt_r_.~ t t t t • ~'t'~ :1•:1':1 t : tt.tt, ty t't'tyt~f/:~ t't • t • . t t t t . • • • • , _ 'i t'il/l( 1'irifi'i 6T1IrtIrittrlrl/•i 1rt~+'V'V'V't'V'.•V': V'. GENEIt.AL INSTAf ,LATTON: The sept[c(dose tank is bedded and bask filled in accordance with the manufacturer's product approval apeoificatioitst Maximum depth of bury :is speolfied by the manu►1.'actureroay not be exceeded without prior approval. Manhole covers exposed installed to grade have an effecltive locking device (padlock) . Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. excavation and the sleeve is seal The force main is sleeved with 4" Sch. 40 PVC to bridge the tank sealed watertight. Eleckical service complies with NEC 300 and Comm 16.28. 42/05 U Page of! 1r Ldm44arutsl 31uu; 1 715 b52 title! ; Mby-v-vv t.:7vrgls , ..y.. IL 9EH SERIES BUMP/EFFLUENT PUMP 11.65 8.95 4 0 Specifications m 1► 88 mm 1aB~te ~ : netn aew~i FA u M.W ale v tI 1S I► ill to ill ow 1110r1p 8t}!AM 509330 WCSA 4l,0 115 314 13.0 1000 70 64 55 41 32 1310 2T 24 9.11 x1tb4x&94 ON-am 509340 WM 4110 280 3A 65 1000 70 64 55 41 32 13.6 2R 24 9.11 x11.64 x&94 9014M 509950 M OA 4-0 115 314 13.0 1000 70 64 55 41 32 13.8 20• 27 9.11 x11.84 x8.94 OWN MM 0M 4NQ 23u 3A U 1000 70 64 55 41 22 118 m 27 9.11 x 1161 x 0.94 cor~sas OrtyyRMea -"L'd11e GilnrwASldw,tervumia4r.releeco~inuooseBru lw~g~slMyarsn.rwliim aso►edr~npslorfNas camns.• FLOW- LITERSIHOUR Construction 0 1000 2000 3000 Motor Housing E X Coated Cast Iron impeller Material Poly Carbonate 30 to Impeller T e Closed Vane Volute"' ABS W 7,3 Power Cord - SJTW-A _ 20 W Mechanical Shalt Sea[ Nitrite with carbon and 5 ceramic faces Fasteners Stainless Steel t0 Shaft Stainless Steel 2.3 Bearings Upper Sleeve and Lower 0 I Ball Bearings TM Im ]III 1 0 0 20 40 60 8o FLOW- GALLONSPOI MUTE PUMP PERFORMANCE CURVE Little Giant Pump Co. 115V 601,12 ` F0 Bas 12810 • p akema t'lty, Or. 73157 1 P4oee: "S.M7.2511 • rag, 405.2211L1SSe F~m.il: cast.arcn.r.So~,jMtehsl.et.tao www.UttleGiant.Pump.com ~t Fars„ 9952s5-o7103 ~ '--0~-- PowTs +cjwmEws MA14UAL & MANAG EMENT PLAN tarlw~recrN' TlrNS Ow e P r Tank C'o~+' tI NA A'attf~# >i~spt~Tardt l~Aan~sWnc ~ PAR~Iif@'1'~~ ~PA'ltra>~F~irlYduiKlf~fohasr ct~ A> rntfwof drdA ~ ' 1114A ~ fMbi~Nf - G RA ~ ~ uNts Pump-Tank ca MA llnpded>llrort sl Pump Tank fNruut ww 4- anon jowopd4 ( xis) .1re~tnP f~etnreAriet6u~r j' , A 313WAPPRONOw 77 JIM WIT's-dRump Modell - MUl MGM*SVwSw Pnlr+aMrirrrs it Unk 1ltdl~rtFe^,01& &*mo (FOG) AM m j& C7 BwWV r*W Fftr D Pon phsr NA tbtrsn" OM M t>Iaretarref (OC71rfJ a" twilpt C) MwdMMd AwWbn D VVe wW ToM ll"" © Dk**modm Q Mar- MOCK +s) Z'r dttlsr6sd QuaYq► ~y fie" O 9t"fMad 1f8 to ! dM nt$l 4 P ~ i er Oth>dr_ arm Mardfrtum Eft" Par" 7I • v r~gpra~t l~rs.n~~ruela~a rwsw..inr.aa viuurgipic reb►rrrsw.riswsawow SWIF c9e Event ftrOM FMgHM r inspectomMon of tank(s) At least omm every 13 nz n#W PKYMW('B) pMtsxerarrra 3 yre.) Hump out cwtonts of tank(s) When 00"*Mod sludge and so" aquafs one•t *d (V of tank volume t inspect dapsrwal cell(s) At least once every 0 s) (Mtbmur>re 3 yrs_) lean ettluerrtfefer At test once every 13 mcntlte . s) ~ &n 'spewt pump. PUMP 470n IUM A a4tirtrt At mist once every 0 in s} 0 NA { Flumh bar+tb and preswne trat At Issdt once every 13 enotf s) Q NA OMW. . At least once every Q rnmrtths L~ year(s) 0 NA At lsast once every Q n re fl pear(s) E3 NA MAWMI®I AIMCx IWIM#CMM inspsaetOMM OM I and d "wreal ells shell ba rrdyde by an Vi" OMTyhV am of eve mum. lttq llowww or ,01M w. iltolit' Pkrmber. Nwrr plumber ftftiftd titter; Pi7W't ib tnspeeber: Pt"lWM tWdnlsirter. a clyraratmr. Tw* kwPsdlts W "Wd kl0fu" a Visual bUM8 (M Of the todKe) to Mod* sry missy %I or'howinn . OW dnm wr or 60ft MOOMM the MIALI eta of QOMbbW Av$p and mum OWN dawc* for any beck up -u pordft of eti1u" an do ground aurfaw& The die Mra d oaWa) stoll Ile Vletany ie dre ii I do affluent leveb err the obrrriw ardett pyarrrs acrd ibo +aitarrir Eu` any parlef tp df ~ltiirtt arl lFra rld littitios. The potd ft of sf ier t on the rgrmwW surbw ffW I 10c @11 a *ftg wr n gnd requMn the irt7midli ft radllta»neiion of the lacer rtrputM wy tJ4IM ft r an16frlm d a®talteudWa+ of tkuelpe WW sewn: to my aft elgla& &qo t d (V or irAm of ft tank vokm, the srlfire aJlfatM! d 1tM floc ~ b0 lerttoeeet tlr s ~ eirld o! hi saaorda~e ~ dt. NR i 13, iA+llloi xlft AIMWrlfrtlyd~ativa Cater. The BRN of~ 3, tfitlw6atifff or pfWcftd POWM =npmwft pr+sbN* aoMpMOW and any omerrrraeft e<nce ormwftrft at btwvO of-17 rfxx*s or im sstlltff be peufewlad by a Mftd POW S MO ser-wqe r~aar~fbe p~mN~ ion tft~s tocar nor au~tar~y v~ir7 to t o~'czrtr~p nfanY~rr~ e~nf~ Afi T UP AND OPixMTION nw Vii; prior fee tats ert flier F't~1►MV'rs cr~ctc•~ tic(s) fix ttro prsllaeme ~ or . =xremiaate a~rrt,rsaey ~rMrre► Mss rune praetara sr~ttar a th. t aefK'er~• >!tfii~ ooerteennbrftara ars i3 taft the oa jig ter of Sw Am**) ranNerved by a s swv*ft o mnftr prier DD tip. i . ' Page_at Sysbira startup shalt not occ;urwhen'soii'conditions are frozen at the infiltratWe surface- Dutir:g, powerocdaaes PUMP tanks gay till above nonTW htgtwrater levels: When power is resho(6d the eXM--n washeeraterwo be dtsche+rged to the dispersal melt(s) in one large dose, overload~rtg-fhe call(s) and MW ~i< in the traciou, p ar surface d'auge of ,ate~ent To avoid this situation have the content* of the Pump toroth temlww+ed by a q Qpt t' pt6E~f' W' power W the effluent pump or contact a Piurribec or POW7 S 114ah finer to assist in rnafarai opefbf tiie pt=P'C0nhVjq to (esr m normal levels within the pump tank Do nto. d(i a ar park void" QW. tiab and &PMW Cob- 0 not drive Of park OW, or dhe(wise disturb or wrilpack the ails within 15 feet down slope of any' n7010 or at-grade s0fl absorption area- Reduction or erlminattim of the felt wkng fmm the wastewater, stream may improve the perkiffrw oe and Pltalong #a Ffe of ffw P01A m Wffib1odM "t;Wret1e butts; ,condoms; cotton swabs; degreasers; dMW dtapt W disini1kc ants; fat; frticnadA6tan drat (auMP ptmlp) water, fruit and vegetable peetirt8 1,11111W 11, sc wc medbadotls; tt P"ng p(oducW ;pe ides; sanitary napkins: tampons: "Sold %vater Scheirer [fine. ABAN[I43NMMENT vim, iriE POWrS fags artdfot is PerManBritlyttaken out of service the following steps shaft rte taken to Insure that the systetn is Property ald sat+ety abandoned in compliance with ch_ Comm 83.33.4 rsin AdminIMMtive Code: W Ali plpfng to tanks and pits shag be disconnected and tine abandoned pipe openings seer The contents of all tanks and p ft Shall be removed and property disposed of by a Septese •Senfiding Operator- • Attar punuplng, all tanks and (i's shaft be excavated ana removed or their covers removed-and the void spate filled lariat sop gravel or aWther Inert solid material. CONTNIGENCY PL AN if the IN3WTS fags and cannot be repaired the following measures have been. or must be taken, to provide a code compliant reph"Mment system: ❑ A suf4 Me replaaantaf t-amn has been evaluated and maybe utilized for the location of a teplaoement Sao absorption system. The replacement area should be protected from disturbance and compactlon and should not be infringed upon by required setbacks from eadsting and proposed structure, lot lines and welts.. Failure to protect the replacement areaw*lil result in the need for a new soil and site evaluation to establish a suitable replacement area. Replaosment systems must comply with the rules in effect at that time. 0 A suitable replacement area is not available' due to setback andlor soil (imitations. Barring advances fn POWTS- Gechriofogy a bolding tank May be inSl atled as a last resort to replace the failed POWTS- e site has not been evalt>at~ed to identify a suitable replacement area- Upon failure of the POWTS a snB.and site evaluation must be oesftirroed to ate a suitabfe replacement area. If no mptacement area is available a aoldng tank maybe f V91211 d as a last resort to replace the failed POVYT ound and atVmde scsl absorption systems may be reconstructed in place following rarnoval of the bio mat at ifue h1 ftative suffaes. Reoonsbixtons of such systems must comply with the rules in effect: at that, time` -cWARN19G>> SEPTIC:, PUMP AND OTHER TREATMENT TANKS MAY CO' NTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXVGEN_ t3U NOT ENTER A SEMC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULir_ RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IANPOSSLBLE ADOMONAL Ct M11MFAM POWt'S INSTALLER POVVrS MAINTAINER Name /La Marne Phone S Phone SEPTAGE _SERYlCING OPERATOR MP LOCAL REGuL/ATGRY AUTHORITY Name! Af /-J-t t Agency Phone Phone 8 r'tus doaxr t was daeW try, an 1 tt M of the Gmea l Stec, Aftmuetb and Waushara County 7ruufng and Sanitatim towel! This dQC on" t eel the mirimum iequinraw is ar dL Carom a3_ZaMM.K1Xd)&M and 83.54(j).(2) & (3), Wisconsin A&nfntstratrre Gore- tfss of lhk doaranent does tVt guarantee ft- performance of the PO1KCS. (,Mw(M1) - ' -n -i m p_ CF) RECE ED Wisconsin Department of Corte~fcer'(~~'~ SOIL EVALUATION RE Page ( of 3 Division of Safety and Buildings "i- f IX CCt1 AEUrdan with Comm 85, Wis. Adm. Code i)f °iJG QFFiCE County Attach complete jteg~lah on paper iiraL 11 inches in size. Plan must include, but not li or'vertlcal and horizontal reference point (BM), direction and Parcel I.D. ~yy percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 020- Please print all information. Reyteweedd b Dated Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 0 +c--J e r Govt. Lot 1 /4 1 /4 S 3 T Z N R E (o W Property Owner's Mailing Addre Lot # lock # Subd. Name or CS ,q 3 Cep '2 tate Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Q.~J UJI S`(0) 71 ( ) AL zz~ INA--.P Ed eg~hlew Construction Use~esidential / Number of bedrooms Code derived design flow rate 5'aR2 GPD ❑ Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable Al ft.- General comments 5S' Z 3 S~ /"ate and recomimendations: ell- System Type ~T y System Elevation V 5 / Boring # Boring a E] Pit Ground surface elevg. L / D ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 6 s ,6 Boring # Boring Z- a ~ Pit Ground surface elev. ~ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 •Eff#2 I 0-/Y o r 3 z c 2- ly-2$ ~;u Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ',Effluent #2 = BOD 130 mg/l and TSS < 30 mg/L CST Hants (Please Print) Sigma CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 Z- 715-246-4516 Property Owner _ Parcel ID # Page of Boring a~ # ❑ 2, pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 q~l- L4 s- x, 4J 4- T 6 I 5 -3 YY-52- V- 70 Boring # Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon ')epth Dominant Cola Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30:< 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.6/00) I II Soil Test Plot Plan Project Name Oevering Homes LLC Shau rd Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 C #226900 Lot 23 Subdivision Alexander Meadows Dat /22/12 NE 1/4 SE 1/4S 13 T 29 N/R19 W Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" pipe System Elevation 96.5' *HRpSame as Benchmark Alexander Road 2 Acre Parcel Scale = 1/4"= 10' Pro 3 180' Bedroom House B.M.* 97'B-1 B-2 45' 'Y' B B .4 96.5' 95' B-3 Drainage Easement (staked by surveyor) 7% Slope 443' Property Line commer ety and Buildings Division County ttoI W. Washington Ave., P.O. Box ~ f ' SIC fadison, WI 5370 1P 7 62 C anitary Permit Number (to be filled in by Co.) Drhmtjrtt of morel CVN F1GE Z San y to X j" r pplication State Transaction Number In accordance with s. Comm. 83.210), de, submission of this form to the appropriate governmental Z D unit is required prior to obtaining permit. Note: Application forms for state-owned POWTS are Project Addres (if different than mail' n address) submitted to the Department of Co erce. Personal information you provide may be used for secondary 3 r purposes / t in accordance with the Privacy Law, s. 15.04 1 m), Stats. y v~ / f~ 01 1. Application Information - Please Print All Information 6 Ud f~ Property Owner's Name Parcel # li Property wner's Mailing Address Property Location G~ 309, U Govt. Lot City, State Zip Code Phone Number y, ,.!r y, Section X.J 6 "'j I fs e= circle qd~FN F-,, S T~N; R E rW II. ype of Building (check all that apply) 3112 Lot # 2 Family DWI ling - Number of Bedrooms 21 Subdivision Name &iDiscribe rtU Block# Public/Commer Use r ~0 i h L L ❑ City of El State Owned -Describe Use CSM Number / 11 Village of ATown of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 2k~e System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV..T a of POWTS S Component/Device: Check all that a 1 ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: aA,11 - S7 O rp" Design Flow (gpd) Design Soil Applic on Rate(ppdsf) Dispersal Area Re uire (sf) Dispersal Area Proposed (sf) System Elevation cf y. a li 0 , Sr/ic 5D S /J 2 J VI. Tank Info Capacity in Tot # of anufac er Gallons Gallons Units New Tanks Existing Tanks cam, aj 0 2 2 ci Cg in ~ ~ w c7 a. Septic or Holding Tank Dosing Chamber VII. Responsibility Statement- L the undersigned, assu sponsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' afore MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip de) Z- / - VIII. County/Depart ent Use Only ❑ Approved ❑ Disapproved Permit Fee Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial UL Cog>fIWppk9(A"eRa11Reasons for Disapproval 3 1 Septic tank, effluent filter and O L~irn y dispersal cell must all be serviced / maintained c~ r as per management plan provided by plumber. 2. All setback requirements must be maintained D 9314*t ~Mf I . Attach to complete plans for the system and submit to the County only on paper not less than 8 Irt x 11 inches in size SBD-6398 (R- 02/09) oypnxxag~ Safety and Buildings zg ~o~ 141 NW BARSTOW ST FL 4TH o g~ WAUKESHA WI 53188-3789 Contact Through Relay 3 si www.commerce.wi.gov/sb/ ow www.wisconsin.gov 1 ~ O s9TONA1s~4~ Scott Walker, Governor Dave Ross, Secretary April 05, 2012 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/0512014 Identification Numbers Transaction ID No. 2071484 SITE: Site ID No. 778069 Oevering Homes Please refer to both identification numbers, Alexander Rd Lot 23 above, in all correspondence with the Town of Hudson agency. St Croix County NE1/4, SE1/4, S13, T29N, R19W FOR: Description: Mound, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1365748 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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, stats. 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 plan d with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-1 1J 1101) and the Pressure Distribution Component Manual for Private Onsite Wastewater Treatf*ibqnt ION 2.0" SBD-10706-P (N.01/01). f /The building sewer and distribution network piping shall be of materiak' Is le 84.30-3 and 384.30-5, Wis. Adm. Code. In the event this soil absorption system or any of its component parts malfunctions ~6S,hs to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must comply with the operation, maintenance and monitoring duties as described in section VIII of the mound component manual. A copy of this information must be given to the owner upon completion of the project. All holding/treatment tanks are to comply with SPS 384.25(7)(a). SHAUN R BIRD Page 2 4/5/2012 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 SPS 384 product approval conditions. 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 private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sin ely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis-Osborne POWTS Reviewer 2, Integrated Services WiSMART code: 7633 (262) 397-6005, Fax: (608) 283-7481 julia.lewis@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety & Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. J Cover Page Shaun Bird Bird Plumbing Inc. RECEIVED 1008 192nd Ave APR - 2 2012 New Richmond Wi 54017 SAFETY & BUILDINGS 715-246-4516 Date: 3/ 26/12 Owner: Oovadn-Hmes _ '&AA Location:NE1/4 SE1/4 S13 T29 N,R18 9 Lot 23 Alexander Medows Hudson System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-13. Soil test 14. Filter Specifications oss s ction 0 Shaun Bird r ~ Signature GIlG License number 00 /P, rti ~11P ~F PLOT PLAN PROJECT Oeverino Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SE 1/4S 13 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 100.0' 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 456 # of chambers none BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Scale=1 /4" = 10' 416' Property Li e Tank is to be properly bedded and 2 Acre Parcel provided with lockdown covers with approved warning labels 98' 99, 6% Slope Area 15' below B.M. Alt. system is to remain 100' undisturbed B-2 B-3 Grading is to be done to divert run-off away from system Huffcutt Combo Tank p B.M.* B-1 Well is to meet all DNR setbacks Pro 3 Bedroom House Alexander Road Pressure Lateral Layout Two Laterals - End Manifold 5 ~I 'T'hreaded Cleanout Lateral Turn-up plug Manifold M X L Long Force Main Sweep 10 Berid Distribution Network 5 eci#ications Pressure System Construction Lateral Diameter o2. Tn. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice -spacing) In. the pipe with a sharp drill bit and face down. L Lateral Length) Ft. Lateral turn-ups terrrrinate with a threaded M (Manifold Len th) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter 2- In. diameter lawn sprinkler valve box. accessible Force Main Len th Ft. from finished grade. Grade C7 • r 6-8 Inch Lawn Sprinkler Valve Box Page ol. l 03/0519) e p tic-Dose ank Cross Section And Pump Performance Specifications Pump Manufacturer_ ~Tank Manufac,•turer pump Model Number . Tank Model Number Alarm Mantxfart_ uxer eC. SSP_I~o T otal Tank Capacity 3 Alarm Model Number ✓ -Masc. Bury Depth Switch Type _ Q C~g nr - Total Dynamic Head TDH) Feet - - _ - Ftiter Manufacturer Elevation Head / Pilte-_--,_r 1Vloclel Number . Distal Pressure Network Loss • _ Minimum Pump ~ CrPormance Required Force Main Loss - Ft TDH Total outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above Grade Locking De~ iee. Inlet manhole Securely Mounted With Locking Device < 6" Below Grade Sealed Watertight Weather-proof " Junction Box r „rn w. rr r r.r aw Finished Grade Vent Min 12» Disconnect Above Grade Means • With Vent Cap `a r r,r<>,r,a,r,a, :.iir:t~: +r .<.r.,a• . > r . ~ r'r r r a r r , , a r . a r .'r'~< < putlet Filter Inlet Baffle r,.,. Inlet A/a„ and Reserve Capacity switch S Weep ' B Hole ' ' GPI Tank Volume 6' Volume Gal. ' < Dimension . Inches (reserve) A' Off Elevation C (alarm) B Z Ft > Bottom (lose) C .r , ~ ~ • s S D Elevation ; dead D' .`;y . < t . t a,tyry. tray. Tata1 r ' ' 'I;a -STiT • . s lyl ly 1'l ::::+y~ + i t 1't t ~'{"{-Ti-'f-TTSTP'r~f'~M1~rt lT'nTCt . < <y <yty<y<yy y'I,i a•i y'r~ 'y y~i y'1<r;r t, `y,,ylr+tty `y ~r y 1 . < ywCY'yi ~~<iyi rT .+i a;a~>~a;i r~>+,. ~a<ia sy: <y.': <y a' '.y1<'. a a < < a 1 < . ' with the TiOPI: The septic/dose tank is bedded and back filled in accordance 's product approval specifications. Maximum sto grade have an effeetive locking device (padlock) GENERAL Yrroduct LA depth of bury as specified by the in installed. Piping ot manufacturer exceeded without period approval. Manhole covers exposed manufacturer m y not fittings, and at the Inlet and outlet is of approved material, connected to the tank with watertight eyedwith 4» Soha 4b PVC to bridge the tank laid an stable soil to prevent settling or sagging. The force main is Electrical service complies with NEC SOU and 'Comm 16.25. excavation and the sleeve is sealed watertight. Page .1 of 02/05 U Sent By: HP LaserJet 3100; 7 71b bu uu;eI ; muy"u-uu 4.Qutwl, tea.. ..r" . 9 E H S E:Rms Sump/EFFLUENT PUMP '11.86 s 1 , 0 afro In WON 0 WX 31~ii11a1 an■w am UIL i81.i 1=1 i a1 aL MA) 4~ a 1r W s 113 ra 00 wall1l UdCat use 115 14 110 in 7n Q 65 41 39 191.1 111' N P.11Offilgam f gam Wl 4N lie 914 fly in 111 5d 55 41 99 13.9 v 34 1.11 allow Lin 196 Ss um OW 400 115 a 110 IS 71 of 55 a U 13.6 W V &1i sMywg u jum M, m fd In at 21 LtialiusM 6Y~Nw-'UNN~arlll~rt{f~81Y>~~IMMrlMM1~w'e1M~YrONi:' Ilk. FLOW- WEliVNMO 0 tm* am 3000 MOW Arm Cowd Coat Trion 1wu!!r maimfiaf 1b Cktbwdu TAX C1oa VMS . . %Ituhlae M ftwor d 9JW A ~a 1. ao blKAWWal Shin foal Hibilel with aatbon acrd r _ 5 t GCWAdQ ftOO Fiiatlmaus Stilnlerli SIM ~ ~ 9fadt y~►tala~r s3cee! _ p!>~' flaevrs and Law+er•, 0 0 Heal! lclttji o as +0u~. 60 VLOV- ws L&A9MftffC PtlFip RF ,,,E E CURVE ~ QftNt PAL CA36 uav 00 60 two* utids *4 WiR now 4e1Je7J$U v Plus 4WJ3 ,M ft" "as 07M ENT PLAN P©WTS owr EWS DUAL & MAN SrSGURCA11ONS $P 11OuS w4 N so-re nk t 1 0 WNIft- fl FrA q INS r T~IrK Manuftobaw "Poo 00W f 5-5 L o T Z 2 3 T Q NA °G D` , ~ ( o NA Cl 'M ' Eft Mvdw 4 Na od Ad . Purtp 7gr c C ' mwnwd 000". DNA U1t m To* ~ t~u►~1b~ Pw P AO NA. swl'w° ad"Wed flow { v Pump NA PUMP Model t?'ell~'i low f • Ut~lt nt r so FWD Monthly aveirage 19 o Fret D w Past F7rtsr TEM OURIW ~ rry9/L. Ei 1V(ec~tt AeraA 1ss~ (X & era we 17 00wr . szz m9n a DWn+eCWn sa e,~ea■ tt" roar NA Mor+t'tY WwraO B•- DISpemid c Cs~ II In g wind (pn "Ll tzeM round ~ O In -9 nd (900J ~a OWL 13 At grade H~ ad SOW" {rsS) sib mom- I30mi Q tit 6 C1 ovar r ag aigi w.~.~ err Towsusperw e meter valnwt'A p'W ,nahdta a saw t4 saw PaNde Ski e Vslwovv109 far aa*&Wd M~amdim Efltusnt - Fmquen~y 9 t~D Ssr7~n fW um a ~n~.) tAt~ S) event 1 © M YMY s n©e S At least o ual: one*" NO of tank votume: ir..... t a0nd of tank(s) Wlsen eacr+bh►ed stodge and sw'~+ ' Cl motes siij ({Vlgu[innurtt 3 rs.) f tank(p) Pump out contents o At jewt one e, GV9ry ds) 110 . inspect dbpsnwd caul(-) At least once every j iy o HA rnOMM 16 @gr1 wumtfter oonbrq(g 8 a1a At 1190t ar`ce every s) rl 61A man , ,,prat pwnp• puree At least ones 6%"W p and pr~"r` test CI months n yescfil 13 MA f l~7eY+ wwab an At mat once svarY Q nlonths 13 yayir(S) ❑ NA ~M1" At least ants ev6i17f one of the foitowbv tiosrtsaa or TYbV rewoce W" rW" end WW agge shAN to made by, an i tdWWUld ~~r. Powts M4ft MS. S"Ifto i aw, _ Sower 1n t i»•Lirrrtiwr+ 1Vliitrerml~~ ~t1SIJlK,1lQr1 Ot`afi}d ern and ! t up SeMrgV Tank ~ p11S uto "he vo1L1rY1s of combined studl3s ( rAwm a I,* ~tl~rlt an }1 i6 trit~i. rdr1Ur SW or ieo~os. 1rha d6p~Grud CW18) sivBU be visuallx OO& The 0ondhV of ar PorA r1A at on the round any pon&V of effluent On itlit ground awr the tCww reg4dalry 81'itf'° ) . ~n the ~ t and to a CaraWn and m4 the ttttmer o °i Or M" of #0 tank VOW"10• tt"s g, ,,WW ud e $ gf Sh4le and qWm in Say tank equals onra 1if p d of in wi11i+ d MR wrw ilia oxua *w ~ o by a Septa SGrYWV opera. entuie affitwo of the itk SW be rcrnoved _ ownponwft and arlY 113, W* Adm d" Cod& of p~surt~ed POW T-9 ~ponento. Pre wWom g lfdsintair i"t odWnk:W be PsdbtmW CardW ThSwVj*VOf~~9 inyarAW of.12 r Wr0S yr less shag of any sib ~'t, ,drmaMta wM* k>oW awry sui t WNttirl 1 dWS SW pwided A SwVkP report w of products or other START UP AIM OPFAATiON U2, of the Pow sic t"ttnent iank4s3 ~i presOm e~• to 1iSS are For new axwo m tntamt ms's andfor dGM996 the dieip r 9d i ap ~ of do V s t ~ar Kal removed by a ssptS9e senrtdng oPeraba'' piof _ System start up shah not occur when soil'conditions are frozen at the inftitiative surface- Page During power Outages PUMP t3nks may flt l above nonnnal highwater levels. When power is restored the excess wastewaterwr7l be discharged to the dispersal 0911(s) in one large dose, overloading the ceff(s) and may result in the bac kW or surface dis ctoMe of effluent To avoid this situation have the contents of the pump tank removed by a Septose Ser **v Operator priorla7 a rig power W the effluent pump or contact a Plumber or POWi s Malrrtainer m aSStStin mamwc* opwafing the pump controls to restore normal feveis within the pump tank Do not drive or vehW= over bwks and dispersal tom. Do not drive or park over, or otherwise d" park lsturtt orcorn the area within 15 feet down slope of airy mound or at-grade SM absorption area. Reduction or-eii nination of the following from the wastewater straarn may improve the perfurriwm and prolong the rife of the POwTS: antfbb*cs; -baWvApes; cigarette butts; condoms; cotton subs; degreasers; dental floss; dlapefs; dam- , tat; fcxrriiiagon drab (SUMP PAP) Water fruit and vegetable peerin9s; gasofm: grease;. herbiddes; meat scarps; medlcations; bt painting products; pesticides; sanitary napkins tampons: -and water softener brine. ABANt)04MF-NT VVhen the PCWVTS tails ancflor is permanently. taken out of service the following steps shall the taken to insure that the system is properly aind safirly abandoned in compliance with ch_ Comm 83.33, Wisconsin Administrative Code: All piping to tanks and pits shalt -be disconnected and the abandoned pipe openings sealed. The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator - • After pumping, all tanks and pits shall be excavated and removed or their covers removed-and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN if the POWTS fans and cannot be repaired the following measures have been, or must be taken, to provide a code compliant rephxwnent system 0 A suitable replacement-area has been evaluated and maybe utilized for the location of a replacement soil absorption system- The replacement area should be protected from disturbance and compaction and should not be inhinged upon by required setbacks from existing ar)d proposed structure, lot lines and welts- Failure to protect the replacement area will result in the need for a new soil and site °evaluation to establish a suitable replacement area- Replacement systems must comply with the rules in effect at that time. 0 A suitable replacement area is not available due to setback and/or soil limitations- Barring advances in POVi(TS technology a holding tank may be installed as a last resort to replace the failed POWYS_ The site has not been evaluated to identify a suitable replacement area- Upon failure of the POWYS a Soil and site evaluation must be performed to locate a'suitable replacement area- if no replacement area is available a ~~_i~oJding tank may be installed as a last resort to replace the fair POWYS_ Mound and at-grade soft absorption systems may be reconstructed in place following removal of the biomat at tw infittrarl ve surface. Reconstructions of such systems must comply with the miles in effect at that time. <<WARNiNG>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN . LETHAL GASSES AND1©R INSUFFICIENT OXYGEN. DO NOT ENTER A sEpnc, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT-. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ADDITIONAL COMMENTS POWYS INSTALLER POWYS MAINTAW ER Name, Name Phone Ph rte 74,-, _ J- SEPTAGE SERVICING OPERATOR PITT LOCAL REGULATORY AUTHORITY Name D r'I? Agency Phone 2),.- 4 Y 6 Phone 1 This doarmerq was dratted by the stole of the Green Lake. Marquette and Waushara County Zoning and Sanitation agent bs This domment meets rtxe rnmrnc m +quuumaacs of cll. Comm 83.22M(b)(110&M and Z3_54(1).(2) & (3), Wisaoasin Adrninlsrratim Cade, Use of thls document does not guarantee the pedormanoe of the POWrS. GlutW (Z/Qi) Pg J Q ~ is slims cm WWI IL I ,r,~ I__..-...... r Y Illillllllliill illllllllilllil DOCUMENT NO. STATE BAR OF WISCONSIN FORM 2 8 0x44033496 6 r WARRANTY DEED a 948366 BETH PABST Federal Deposit Insurance Corporation as Receiver of The RiverBank REGISTER OF DEEDS conveys and warrants to Shaun Birda Sfh rQ f7~~ScT1 the following ST. CROIX CO., WI described real estate in ST CROIX County, State of Wisconsin: 01/05/2012 11:36 AM Lots 23,31 and 33, Plat of Alexander Meadows First Addition in the Town of EXEMPT*: NA Hudson, St. Croix County, Wisconsin. REC FEE: 30.00 TRANS FEE: 210.00 PAGES: 1 REISJRN TO. St. Croix County Abstract and Title Co., Inc. 219 S. Knowles Ave. New Richmond, WI 54017 119274 TaxParoelNo: 020-1478-18-000 020-1478-10-000 020-1478-20-000 This is not homestead property. (is)(is not) Exception to warranties: Municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, and further except 2011 real estate taxes. Dated this 41h day of January, 2012. Federal Deposit Insurance Corporation as Receiver of The RiverBank By: Za ary R. McBroom, Attorney In fact AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this day of STATE OF ss. 20 COUNTY OF Wf2s~"~ Xt6V J I MLE: MEMBER STATE BAR OF WISCONSIN Personally came before me this 4th day of January, 2012, the above (If not, named Federal Deposit Insurance Corporation as Receiver of authorized by § 706.06, Wis. State.) The RiverBank by Zachary R- McBroom, Attorney in fact to me known to be, the person(s) who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Robert L. Loberg • Notary Pub is W(1 t -13 t' Mounty,.Wig.-Mt rltlGSb'-R Loberg Law Office hnlt/sw My Commission is permanent (If not, state expiration date: J ( a~ (Signatures may be authenticated or acknowledged. Both are ) not necessary.) 'Names of persons signing in any capacity should be typed or printed below their signatures. MARIA L. RODWND 19Notary Public Minnesota W Cp,rtnsgm B, p see Jtstuay 31,2M5 -I WARRANTY DEED i I I oil ry ' 124.27 - -58937' Ui8 N20 54 21 "W 71-09', UN rP° LQT ¢332'W 115.92' U19 N89 :3724 E 208.12 - - - - - - U20 N89-56'41'W 149.40 EAST-WEST Ug N4578 37"E 93.98' U10 N042720"E 176.91' u21 N054137"W 213.41' S89°3T2 U11 589:3724"W 40.14' 416.12 j u1 -I 25.79 ---U2--- 9 - ENCH MARK: TOP I ~ OF 1-1/4" REBAR, - U16 B ELEVAl10N 949.8 83 ~ - u17 Gas ` ~ • zg 6 8I \%c LBO=940.0 N I a rn ,w LOT 23 9938.0 j ` % C DRAINAGE \ EASEMENT !1" 00 Z I V J J w I BENCH MARK: TOP m I BENCH MARK: TOP OF 1' IRON PIPE, m I OF 1" IRON PIPE, ELEVATION 932.2 \ O ELEVATION 856.0 I " u20 S89'S6'41"E 443.46' J 11 i~ OI ♦ ` WETi.APID-~, ~ sk I ~h BUFFER AREA MAY N /7 I IJ APPLY - REFER TO - - N.R. 151 ADMIN. CODE k I ~ m $ LOT 24 p T ' a C ~ `?~p~9• 7 9ryf 1' ~ ry~i a: I 100' - / ~k bt , N ID,l I / .,t I I _Sp6.35 47 E . / . 0 f, 50.84 _ • - - - - G3 N87-396 "E 230•x' / / j • DRAINAGE 1331 IL EASEMENT X 62.40 _ HILLSIDE T k, sa ~ w ~~9'~ w 23°_ 2.oz_ SIDE TR~►IL- .168.01. - '1294' ~ . %•1 34/~i 1 V/ X I I a~ It 1 LOT 34 w I I~UI I LOT 35 p l°'- Qlk 17 21 0 \ \ ~ ~ n \ `j x \aP i moo. X23` i;X24,~` P'~~~0p/ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer S ka-t t, v✓ s I pc ~Q Mailing Address Z 12- L-) S L 0 Property Address A~1c a,~4,e K fkC~ (Verification required from Planning & Zoning Department for new construction.) n 1e.'f df c/ City/State I't~~ ~T Parcel Identification Number Ooh / ` l/7 7 8- 1 orro LEGAL DESCRIPTION o / 3 T Z (N R_/7_W, Town of Property Location '/4 , ,~'/a ,Sec. j , Subdivision n Lot 0,2 Certified Survey Map # , Volume Page # Warranty Deed # z7 , Volume , Page # r Spec house yes Lot lines identifiable 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. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of a roo s,,~ z 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) v ~ + Vsconsln SOIL EVALUATION REPORT #2022 . Page 1 of 3 in accordance with Comm 85, Wis. Adm. Code Department of Commerce Division of Safety and Buildings V Steel's Soil Service Attach complete site plan on paper not less than 8'/: x 11 inch in si2F~aTf rFu, f C unty St. Croix include, but not limited to: vertical and horizontal reference poi t (BM), direction and percent slope, scale or dimensions, north arrow, and location a d dis~rtcg to6e restrq P cel I.D. j 2- 6 / -7 Please print all information. hh ll CLll1lU `Rem R iewe y DaL/136(- Property Personal information you provide may be used fors ndary purposes rivacvc~;@Qx(ijlilp(fjY /L Owner Pro~[ly oratipa. LaCasse Development, Inc. Govt. Lot na NE1/4, 1/4, S13, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 573 Cty Rd "A" t na Alexander Meadows First Addition City State Zip Code Phone Number City [_]Village Z Town Nearest Road Hudson WI 54016 715-381-5405 Hudson Alexander Rd. New Construction Use: Z Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Z Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains Flood plain elevation, if applicable na ft. General comments Mound system, system elevation 101.00ft. Minimuum 12 inches of ASTM 33 Mound Sand, and recommendations: e ❑ Boring # ❑ J Ground surface elev. 100.00 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sl 2msbk mfr cs if .6 .1.0 2 9-28 7.5yr4/4 none Is osg mvfr gw na .6 1.0 3 28-85 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 10yr5/4 silt inclustions appear in horizion # 3. ❑ Boring # 1 Z Ground surface elev. 100.00 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 10-24 10yr5/4 none sicl 2msbk mfr gw na .4 .6 3 24-96 7.5yr4/4 c2d 7.5yr5/6 gr ms osg mvfr na na .7 1.6 10yr5/4 silt inclustions appear in horizion # 3. * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) C4 u~ Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994200th St. Baldwin, WI 54002 10/21/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner LaCasse Development, Inc. Parcel ID # Pending y~ Page 2 of 3 g 97.80 ft. Depth to limiting factor 24 in. 3 Borin # Ground surface elev. j Z Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. 1 *Eff#1 *Eff#2 1 0-10 10yr3/2 none SI 2msbk mfr cs if .6 1.0 2 10-24 7.5yr4/4 none Sid 2msbk mfr gw na .4 .6 3 24-60 5yr4/4 f1f 7.5yr5/6 3rcos/s om na gw na .0 .0 4 60-84 5yr4/4 f2f 7.5yr5/6 grcos/sl om na na na .2 .6 10yr5/4 silt inclustions appear in horizion # 3 and 4. F-1 Boring # ~ Ground surface elev. ft. Depth to limiting factor in. ~ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate El Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel LaCasse Development, Inc. 994 200t" St. CST-POWTSM NE1/4,SE1/4,S13,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. v47 Direct 715-760-0347 Alexander Meadows First Addition, Lot 1 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 100.00 ft B2 = 100.00 ft B3 = 97.80 ft i B4 = 0.00 ft ;Lot /3,G 35' BZ b,5- (6 I-~ ~a-z J% . ST. CROIX COUNTY WISCONSIN PLANNING & ZONING DEPT. r r M r N u r N i ST. CROIX COUNTY GOVERNMENT 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 COUNTY ON-SITE VERIFICATION FORM Property Owner Property L ocation G ✓ Gm-L Lot JJE 1,4 SE 1,4 S /3 T Z `f N R /9 E (or)Property Owner's fvlailing Address I Lot # Block # Subd. Name CSfvlfi city State Zip Code Phone Number ❑ City ❑ Village Tawn Nearest Road r~ ~~ol t 715, 3-91 - S ~~cx New Construction Use: ❑ Residential i Number of bedrooms Cade derived design flow rate GPD ❑ Replacement ❑ Publicoreommercial - Describe: _-------------------_-_------i-- Parent material Rood Plain elevation if appl' able ft. General comments and recommendations: 56 s' I (e-3~c( 04~c STAG re 1l (30 o rL0 r U Z : ,3p p.~... 12 ❑ Boring Boring # 1-51 H pit Ground surface elan. ft. Depth to limiting factor -,-.Z in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDft in. Munsell Qu. Sz. Cant. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 / 0-1b I o SL 7.5 s.' 2moAk- ~ F J ~ 75 r5 6 ~ IV 2Y-CL) iAp- .5 l~h s X 75 r 6 L D ►'1~ , o ❑Boring# ❑ Boring/4~`~` ~rG ~5;arig t✓~ 30 l E] cal Go~ pit Ground surface el:vq- fl. Depth to limiting factor.. i . Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDYF in. fvlunsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 i ;!E (s f •,t \ ~i`t € # # # i }{ifjjfr Y;'i s{#~ s jc; - -uNK I 't Tli 'W 133, ~ {Lf 28' = ~ ~ ~ ` • ~ # # # ~ ' ~ ' ) X78' ♦ • ; j 3041 ;1 t \ \ \ \ \ ■ `-9377°8s.2~V..OVi HVM= pp MLIE '038.0 -'r \ i • \ / j i LSD, 3.3 ` ,•~~o,,~\ ~ ~ ~ i • ~ \ w ~ ' 1 ~i t . \ • N r X94.6 0.4 LOT I im AC. A 11\ t 'E7CISTING~i (i.?f Aq.) /mow Cj ! ( pRIY~EWAYt j } \s ; R• /f ; i ! /~1►p 443.: , # ; ` i r • ; Lo I's limit 951 i( F l , t J 35957.0 t1.34 At.) "s % -4 -T.ELF- 4f 9PED %11 "N 1001, Ilk &0 4 low p I 7 ' £ ' j 1 • 1. t ij HWEo93LO ■ r , a k LBO=s, ; r...... 4 L . % 4-03 AC. OT 12 -Ogg A6, \X965.0 all, 964 ~e ~y~• ~ \ fto POWER= DRnM g \ , t TYPICAL • = ! i / i ; X951.0 pp . 1/6wto