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008-1068-10-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPE~TION~'l:EPORT 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 Delon ,Curt & Dawn Eau Galle Townshi ST BM Elev: Insp. BM Elev: BM Description: _ ~~ l UCH ~~ ~ C 5 1 TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic (~~ ~~~-~- dog Dosing Q (a `.~ d Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic q~ ~ ~ /~ } Z' ,~' Dosing Ita~ i^~~ ~ ,2i~, ~~/ Aeration Holding PUMP/SIPHON INFORMATION Model Number TDH Lift ~ 1 ~ LS Frictio~oss~ System ead Z~ TDH S~F~t lt-b Forcemain Length i Dia. ~~ Dist. to Well, t~ ZZ`a Z J~J SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Length ~ No. Of Tr ches DIMENSIONS r SETBACK SYSTEM TO P!L BLDG WELL INFORMATION Type Of System: o ~ ~.. ~ ion 7~~ ~ ~ DISTRIBUTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 453490 0 State Plan ID No: Parcel Tax No: 008-1068-10-100 Section/Town/Range/Map No: 23.28.16.352A10 STATION ~ HI FS ELEV. 5. y /05. ~F ao Benchmark I5~" Z•~ ~~'z ~~~ Alt. BM 5- :~ GoJ /DS.KZ 13.SSZ q /~.CP Bldg. Sewer ~~ ~ $ 91 SUHt Inlet 1'1.1 ~ 7 , St/Ht Outlet ~ Dt Inlet ` ~ Dt Bottom ~z j Q Z - I Header/Man. 3. 2-7 ~oZ •~5 Dist. Pipe ~ . 3 taZ. t Bot. System 9 ~g ~57 Final Grade z-Z~ Ja 3 , St Cover ~ ,~ ~,L /i IENSIOIffS INo. Of Pits Ilnside CHAMBER OR UNIT Model J 2.57 5 ~~ gl/~$Z Header/Manifold Length Dia Distribution r~ \~ t Pipe(s) /l~ ~ Length ~~ Dia \ 7. Spacing x Hole Size x Hole Spacing ~ 3 • Q i Vent to Air Intake t G"^= SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems OnIV Depth Over Depth Over xx Depth of xx Seeded/S ded xx Mulc Bed/Trench Center / ~ ~ BedlTrench Edges ~ Topsoil I (~ ~.5-- Yes [„f No es ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1; I C / ~ / n`f Inspection #2: / / Location: 214 County Road B Woodville, WI 54028 (SE 1/4 SE 1/4 23 T28N R16W) NA Lot 1 CI'~''~' ~ Par el No: 23.28.16.352A10 L ( v._ 1.) AIt BM Description = `~ ~~ ~~ ~a J e~ ~' ~S c}- ~5 a ~l `" `"'~' ll Vie"" 2.} Bldg sewer length = Zr, ~ ,P~t t.~i C ~ v ~c~,• -amount of cover = ~~ ~~ ~..~/ ~f/h~ 7t,0~ ~ ®G~%~-~~•~z~ Plan revision Required? ~ Yes ~>= No ~ ( ~~~ ~ Use other side for additional informati n: r ~ i ~ ~ ~ I~___ _ _ __i I~ ~~`~-'~J SBD-6710 (R.3l97) Date Insepcto Signatu Cert. No. 'n^~ 4 V V~ r ~ Safety and Buildings Division ' ,r~~O~~i,~ 201 W. Wasit};t~ton Atm., P,q, Box 7162 Madison, WI s3707 - 7162 pe artment of Commerce (bos) 26~-31s1 Sanitary Permit Application In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used far secondary purposes privacy Law, s15.04(1)(m) I. Application Information -Please print All Into--~ rmation i Property Owner's Na me ~-`-- Property Owner's M ailing Address a °° ° ~~ ~--~ . City. stag ~doc~-y~tl\~ W~ II. Type of Building (check all that apply) 1 or 2 Family dwelling -Number of Bedrooms ^ PubiiciComntereial - Describe Use ^ State Owned _ Describe Use Goun -~`r"` ~ ~~ , C1zotX Sanirary Permit Number (to be Feed in by Co j X53 X90 State Plan I.D. Number -~ Project Address (tf different titan mailing address) ~ z ~~ CTN- g _ Parcel !~ ---- Lot /! , 81ock q x>~i- 10(clS- lo-lo>,C• 3Saf{ -1D Preoperty LocaCCtion ~~ J ~ '~, JC '.4,Section ol~ (circle ne} T °~g N; R ~~ Eot W~ 3S~- _^ ~~!~ity_^Village~Townshipof III. i Type of Permik: (Check only one box an Jine A. Complete line B if applicable) A. ~ New S stem ~-~°-- Y~ ^ Replacement System ^ TreatmenUHolding 3'ank Replacement Only ^ Other Modineation to Existin¢ System B • ^ Permit Renewal ,~ Permit Kevision ^ Ghange o~_f ~^ permit Transfer to New 1-~t Pruvious Permit Number and Datr Issued Before Expiration I Plumber i Owner IV. Type of I'OWTS System: (Check al! that appl •}~ ~ -(- ~ A~ M ---- -~ ^ Non -Pressurized ]n-Ground ^ Mound 7 24 in. of suitable soilMound < 24 in. of suitable soil ^ At-Grade G Single Pass Sand Fiher -~I ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ~~ Aerobic Treatment Unit ^ Recirculating Sand Fitter C Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Grave!-I s Pip ^ O (explain) V D' ~ ---t--- t is ersaJ/Treatment area Information: _ ~• _ Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal AreafRequired (si) Dis rsa pro os -~'~-- ~~ ~ ~~ oSaM.~ Pe p (sfl SysternElevation ~ VI rank Info C i i ~ - ~~ . apac ty n Total Nu mbrr Manufacturer Prefab Site 5tee1 Fiber ~ piasiic j _Gallotu Gallons of Units Concrete Corvsrructed E i Glass New Existing Tanks Tanks I -'-' Septic or Holding 'rank . r------- Q~~ ~ ~ e c ~ ~ Aerobic Treatment Unit ~ -f' ~ Dosing Chamber ~ ~~~ ~ ~ t ~ ,yy Vi II. RCSpansibility Statement- I, the undersigned, assurne resporrsibitity for ins ation or the POWTS shown on the attached+plans. Plumber's Na me (Prins) Plumber's Si gnaturr _____ RP MPRS Number Bu siness Phone :d mber u 6 ^ ~ > ~/ Plumber's Addre ss (Sweet, Ciq~, State, Zip Cude) - -~ l ~ 7~ Sc~~'-~' ~'rl .~ CJ ~ ~ ~ ~f it VIII. Count /De artment Use Unl --. ,~. Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I uin gent Signa[ure No Stamps} Surcharge Fee) ~ ~~- ~_..,~,!.~ Owner Given Reason for Denial ~ . O E ~- Canditions of Approval/Reas f Di ons or sappraval SYSTEM OWNER: 3~ ~ ~c~e~^B ~ .w. ~ a~ 1 Septic tank, effluent filter and ~ ~ ~ ~ ~ ~ ~ ~ dispersal cell must all 4e serviced / maintainari i`}'""`=- . as per mana gement plan provided by plumber. ~ \ ~ ~~ ~~- /~~,,~ 2. All setback requirements must be maintained / as per a lic bl pp a e code%rdinances. ~e. d„~,.~aQ,.QD .~C,r ~QQ ~ ~Q~ •-~-a A A \IIA.. 1. .L __ r"_~~" s Attach complete plans (to the County only) roe the system on paper t less ttrauu~l.+~ x 11 inches ltt slZe SBD-6398 ~I~. OIlfl3) ~~ ~ du.~'J~a~c`~f:J.k~... ~r,,~t~ti u ~.uo.~- ruru.,~o.~n.~ ~ ~~~~~ ~. a,wa ~ v~na~ \'a h ~tP Code Phone Number ~' Curt & Da~nrn Delon -~ ~ ~~i 96' ~----- 139.086= ~~~ 83 col, (c~ t~ o 41. 6' a 8' s~ slope B~ ~,~~ 34.86' 100' 00.25'1 I 81 A A' 11' wide diversion ditch 5:1 slope for the purpose of diverting surface water from the back side of the mound. This ditch trnavserses the contour line and drains northeast of the mound. 8 102' ~7 8tv12 BtVt1 ~a 100' 2" forcemain insulated under driveway 1000/650 gallon V~~ieser Combination Tank 3 bed roorn residence C~p~ B' scale 1"= 30' Driveway ..rt.._._ 800' +_,~,,~ Ditch Cross sections 11' A 11' 6 1~l 1' 1' 101.00' 100.75' O a d commerce.wi.gov ^ ^ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary August 20, 2004 CUST ID No. 227387 THOMAS C NELSON ENVIRONMENTAL BY DESIGN 1432 120TH ST NEW RICHMOND WI 54017 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/20/2006 Identification Numbers Transaction ID No. 1052881 STTE: Curt & Dawn Delong Site ID No. 638652 Town of Eau Galle, St Croix County Please refer to bpth identification numbers, ,~ SE 1/4, SE 114, S23, T28N, R16W above, in all cones ondence with the a ene . FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 975803 Maintenance required; 450 GPD Flow rate `~ System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) \' 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 Dept. per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above fmished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS • Proper landscaping of the mound and land surface up slope of the mound is critical to proper operation. See plans for details. • This approval is based in part on an interpretative determination approved pursuant to Comm 85.60(2), Wis. Adm. Code and recorded under Transaction Number 1052897. It is subject to stipulations and conditions set forth in that approval. 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. THOMAS C NELSON Page 2 8120104 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, Leroy G. sky, Wa ewater ecialist Integrated Services Bureau (715)726-2544 Office 1 j ansky@commerc e. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 763 MOUND AND PRESSURE DISTRl6UTIQN Ct?MPQNENT DESIGN R~;irl~n~i~at i~~fir~rr INDEX AND TITLE PAGE Pr~ecl tame: Curt 8 lr?awn [7etctr~tl Ovmer's Narr'ie: Curt 8 Davun Uefv+x,~ Owner's Ar~drrass: 2f)Q Oak Street Wtx~dtirtle, ~'l 54028 Leaf t ice: SEiP4, SE t~4, Se~t+an ?3, T~BJ~-RifiW Tdwnstu~p. Eau Cx11le t;ourtty° St, Grc~x St~idivisivn Narrae~ fenstra Lf3t Ne~rtt5er: ! Blc~k Numt~ar: l~!A Parcel l.Cl. Nurnt~ar: Plan Trar~sactton No.; RECEfVED AUG 16 2004 SAFETY & SL06S. DIV. P.~.W.T.S. Paget lrtdiex and title Conditionally P ~ o~~ ~~ PBga 3 Mound cross sectian vieuu ~~ y ~~~ ® ®° PaOE~ d Lateral and dose tAnic ( Page ~ ~~~ rttalft4+ar-arace spe!dif~catiCNts DEPARTMENT OF COMMERCE DI SON OF SAFETY AND BUILDINGS P ~ Ma''a~~~t ~'Kf Ct~tlt~ng~'y Page 7 Pump curve a+nd sp~eci~cations P2g@ $ Mound vieva SEE RRESP DENC €~ 9 I~t~.tnd S+t~ Plac+ Pale 10 Tank speifications t?es~ner: License Numt~e+r:~~?d date: t~+"12IOA Phprae Nurntaer Jls'-- 3~ -3/.z / Sigrtatur"s ~.~--! e-~~ ~...~ ~ QCyr'sir,~rsrtl P~r~r~t t~ ttoea A4~ Ccmponerrt Msn~at for f~t)4'~'rS Veraian 2.U ~OEi-1C1Ei5i-A tN. 41tU7 j, errl ~~WMP Pv3>fSton 9 fa Cl~ai+,~ caf Pr,~~s~ar~ t~~stra6cra Necvcrks for ST-SAS i4~t~31 V~rSi!pn ~.1 t {R. t~~01 ~ Page 1 of 9 Mound and Pressure Distribution Component Design 300.00 Estimated Wastewater Flow (gpd) 450.00 Design Flow (gpd) 8.00 Site Slope (%) 100.25 Contour Line Elevation (ft~S~t,~ 6.00 Depth to Limiting Factor (in} 0.20 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 113.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information Center Manifold 2 Number of Laterals 0.188 Orifice Diameter (in) 3.01 Orifice Spacing (ft) 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) 88.00 Pump Tank Elevation (ft) ~knr 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 14.58 Vertical Lift (ft) 51.09 Sx Void Volume (gal) 1.37 Friction Loss (ft) 67.40 Minimum Dose Volume (gal) 19.21 Total Dynamic Head (ft) 24.90 System Demand (gpm) Lateral Diameter Selection 1.5" Treatment Tank Information 1000.00 Septic Tank Capacity (gal) Wieser Manufacturer Dose Tank Information 650.00 Dose Tank Capacity (gal) 17.11 Dose Tank Volume (gaUin) Wieser Manufacturer Effluent Filter Information Zabel Filter Manufacturer A 100 Filter Model Number ~.3~ ~- ~ZZ~ l~ Mound Cross Sec~on View Di:~E I~ed Ccie '!(3#.54 {ft) "~ ~ ~) ~isper'sa~t t/sll :r.~.,.. G ~ H ~ 103.2a (1t) L.Bterel . , Invert i . , ~i a ~~ •h,,;~~ ,~` ~oo,z5 tft~ coMa,r ~~t~ ~.o ~ ~I~ tae Faar;ic cow S#-r~g Key ,~ 0lspsras! Cell See lateral details on ..~~~ fiopsa~! Glap ~ ~ 1.~ ft lags 415or number, size, Slabs Cap ~ .:~ ~ end spec~ag of teterels_ -. AS7AA C33 Sand ~ ~ ~ ~ Lat~erats are equally ° 4.5 tt ry~~ ~~a«~+ ~ . spaced tr+cue t~ Tiled ley~r .y ~r~~ •- ~ ~ d'ssbtion cvll'3 uratar~iaw ~ tM ~ ~""""""""'~ distribution oa4 tAxi3}. i?rc>~ec~ t'~urt & Hewn Ragas 3 of 9 .. Canter Connecter Cetera! Layout Qa~gra~n a~ ~ . ~ ~~- x ---~ ~ s ~ .r~.r~ rte.. ~. 8~,~w~.+~ Q- r~vc so fD"e+ Ci?MN T.~Mr 6e.~C- sy ~k~wsc~i~weiv+titAwts~u.+~rey~wla+w+~t. * ~ ~u+~-~rP•kt'~wrla~~rM-.aral+snaartp~M9 +rq~~ "! ` ~ 4.~ \~I ~PJ11i~9/' Ol LatBra~$ f?ose Tank Information i o~ roc ~~ ----i- ~ ~_ 7ar~k c+~rrpc~a,aM is P~D~d"Y' **~rda~ ~P ~f1UFdt~U~f ~i54.04 0~8~tXts V~ 17..11 c(~r-ch A °.mensan ,~ .,2a--~9 3 B 2.00 34.22 L3 8,44 i36.$8 dotal 37'.99 650.44 B 1G ,~.~~ D Alaltn t+-1~1~f~#ctul'el' ~S.1 Et~c#m ,~,.y...-~ ~..~,. Ala~r111 l~+~del Numt~' Lt-lW14i ~"~ Pump Mar~,rE~ ~~._.~, ...~~~,~ -...__~ bump Ma~cjel Numt~ 1151 __ ~.. Pump lust ~ 24..901 at 19.21 ft TpH t..~clung covcr wt~h vraminp laA+el! and -D cla~.lce arxl s+~lerl w t in. rrrin. t~~---- wte~r-s~ oar~at Furcam~n ~wrr~~ar ~ 2111,: t~t~+ep 1~ or Purr' Otf ele°rt~tion $8.67 ~t~ic ale^+~iicx~ 88. ~; 0uh ~ [?8vm tong Page 4 of 9 Mound Svstam Maintenance and OoeMlon Snedflcatlona see ors t+l~xrie ~ ..~.,..,,~,.~.~ _ l ., .._. ~~.~~.. PC3'IMTS it toy's Hama ~xt:~ r~oiz Gounty~o'ning p 715-386-4680 System flow ~¢ ~r~.r~ P~m~~~ Ct~sign Flow ffi F~ea~C .450 gpci ~Aa~imum fluent Fart~de Size 118 in E~timet~tl Flow - Avetege 300 gpd Mtaximum B4U5 22{3 mgti Se~ptlc Tank Cap~tY 1040 gal Maximum TSS 150 mg-L Soil ~~ Comfit S~ 450.87 N~ Maximum FflG 30 mgAl.. Type of VVa~water t)omesllc Maximum Fecal Collfanm >t0E4 du1100 mt_ 8ntllCar servicae once ev 3 Shod ins arxf cie~ at lerast onve eva 3 Teet once 3 te8t man Laterai~s st~ouid tie ~usl~ and tested ev 1,S for ~prx~g arxi. : ~~, +. ~.,'~'~ ' ,4.: ~.;,1 :. R t~~ fj...i.K~ dal ~'.:~ ~, 1 ':. '1 1. j1 Lar#erat Turn-up Dst~l ~fad'8 ~ ...~~. $,^$" ~fi18~r t.H1f~1 ~..~.,.,....#, ~ Ttvr~ac3et! t~e~dn0ut Sprinkler Vets .. _ . _ _ .. ` . Ptt~ or 8ati Velve fliS~ltxJtion ... _ .. , ~ - Lasterel 'Long Sweep 130 or Twb 45 CJegree Bsnds Same Ctiame~' a , Lai P~ro~ict Curt S Hawn image 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code • G ne This system shall be operated in acxordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, acxess risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in acxordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, ff such products are used they shall be approved for septic tank use by the Department of Commerce. PUmD Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiRrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10°cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specfied in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contins~encv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Curt & Dawn Delong Page 6 of 9 0 x U 0 a 0 ~ry iiF~*gqt~k g~ Xis i 4~r~~A #~4m7~+ • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 151~152d153 Series 151h521153 MODELS Control Seiedion INodel Yol[s-Ph (Node Sim lex Du lex N151 115 l Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Induded 2or3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2 or 3 N152 115 1 Non 8.5 t 2 or 3 BN152 115 1 Auto 8.5 Included 2or3 E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2or3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 tnduded 2or3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 TOTAL DYNAMIG HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feet Meters Gal. Uters G~. Liters Gal. Liters 5 1.5 50 189 69 261 77 291 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 30 9.1 - - 23 87 33 125 35 10.7 - - - - 22 85 40 12.2 - - - - 11 42 Shutotr Head: 30 ft. (9.tm 38 ft. (11.6m) 44 R (13.4m) ousoas Model 151 u n/~s I A CAUTION Aft instaiSation of controls, Irrr~tectton devices and miring should ha done 6y a qualified i4censed etecTrician. Atd eRecYrica! and sataty codes stzouid tae Followed inett~dinr~ ~e most recent National Electric Code (NEC) and the Oreulrational Safety and Health Act (OSHA). 3 27 ts~ Models 1521153 I tz 1/a 5 t/I SELECTION GUi[}E ~~~ r"~~~r'M~f,d 1.J~~r4.71~i For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 L. ~~~ Louisville, KY 40258-0347 Manufacturersof.. ~ SHIP T0: 3ti49 Cane Run Road Louisville, Kv ao211-1961 QU,aL/TYPU~IIPB SacE /v'~9° http,//www.zoel/escom P!!MP !O. (~2) 7FAX1502) 774-3624 PUMP -~ 4 3/8 sz iz FLOW PER MINUTE 01450aA Mound View L!2 ~~ --- . 4.~ ~ A ~, W .. _ S .~ . . I L A 3.99 ft $ 193.00 ft t3 30.04 ~ 41.06' Mound Canpo~nt DimQ~Ions +~ 33,83 in ~ J.50 in G 0,50 ii ~55t1.87 (ftx~ ~Pe~ Celt Anaa 3.98 (gF~dlft) L,ir~f L4~rd~g R, L12 15...7 ft H 1.00 ft K f 3,35 ft I 21.70h L 13~.71h J $.17 ft W 34.86 ft ~~ ~:3 ~ttaj Basarl Area Ava#lable 9 9.34 (tt)1f 9 0 B Ot~~ Pike PIaaP,tnent The U2 dimension is the increased width at this point so as to assist in the diversion of surface runoff at~vay from the backside ofthe mound. Project: Curt & Dawn Delong Page 8 Of 10 hurt & Damon belong 96' 9$' 1 ~9.SB' B3 $~ B2 hrlound Area slope ~ X4.86' . 100' 41.06' B1 1~ 8 A A' 11' ~+ide diversion ditch 5:1 slope for the purpose of diverting surface avater from the back side of the rnound. This ditch trnavserses the contour line and drains northeast of the rnaund. ~~ A. ~~~ -=-7 BM2 '~ ~i~r~:~- ~~ BM1 ~a 100' 2" forcemain insulated under drivev~ay 1000!650 gallon Vlrieser Combination Tank 3 bed room residence 1 100.25' 8' scale 1 "= 30' Driveway ..~...__ 300' + Ditch Cross sections A 11' A' 11' 9 ~ 1' 1' 101.00' 100.75' L~ N C7 N D m m ~S ~~ ~ L Z ~ ~ ~ w _~~~ C lll_________ rn D ~ ~ c N p mho O ~\Q ~ I o ~ G'I nm D ~ ~~p ~ z~Sr7 ~ c~ ~ ~ y ~ _ ~ ~ ~ o ~~~ Zm -P~ (n?[~~ g ~ ~ ~ ~ n cn o ~ ~ ~~ v c o ~ 54~" 9 z -~ Cn C7 D 0 r ,~ ~ \S 'm ~~ ~ 84" I ~ ~ I I ~ I~ ~~ • I I ' I 1 I I . I I I I I 1 I I 1 / ` 1 I ; ~ I I , ~ I . 1 1 1 I I I - I ~o~ I Der I ~i ~ m i~ j frrl ~ j I 1 1 1 1 ~-~ I I ~\ I- I j ' I I ~ I 1 ~ 1~ 1 I ,~ / 1 1 , l I I \ ,, I - DSO ODm C7 z -~ m=p Noz r D mr n C 0 ~~ ~ r O r z Z z ~ mm 0 OD D g ~ ~~D c7~PD mp~o y 0y~ Z~ ~r(n ~ -D SC7~ TWO O= o ==~Or cn g= N p ~ ~~o m~0 =D - I (n ~ ~• =~O••~wp W m ~ < tn~ ~m~ m OO mcn - z ~ N ~ N m V N D O Co ~N DVI~ ~~~ ~~,- -,IO ~~~ O < . ~rn D ow o \ ~ O ~ r i m o ~ ON ~m ~ D • N- D ~~ S m -1 < z (np~ ~i~m O O W ~ p Z G~c~ I ~~ m ~ p ~ -I < (n D D D rr \ D C~rD = r0 ~ C7 z m O ? m ~ \ zz Z ~~o WA D ~~ D v O ~l O D n zo m ~ cn cm ~ ~~ ~ o (7 r o ~m ~ ~ m ~ 0 1 a7 -1 ~ m ~~ N O mm m ~ r ~~ ~ D rn n O < ~ Z O Z I TI ~7 (7 C7 O ~ m Z m m ~~ ~\ A Z ~ N commerce.wi.gov ^ ^ iscons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi: us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary August 20, 2004 CUST ID No. 227387 THOMAS C NELSON ENVIRONMENTAL BY DESIGN 1432 120TH ST NEW RICHMOND WI 54017 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/20/2006 Identification Nuz~bers Transaction ID No. 1052897 SITE: Curt & Dawn Delong Site ID No. 638652 Town of Eau Galle, St Croix County Please refer to_both identification numbers, SE 1/4, SE 1/4, S23, T28N, R16W above, in all comes ondence witlY the a enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 975809 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 Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3. The basal soil application rate shall be 0.2 gpd/ft^2, and the linear loading rate 4.0 gpd/foot. 4. Chisel plowing to a depth of 17 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. 5. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. 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. 8. A copy of this approval letter and attachments must accompany the mound system plans for this site. 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 of construction installation/operation. 'THOMAS C NELSON Page 2 8/20/04 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, 0' Leroy G. J sky, Wastewater S e ialist Integrated Services Bureau (715) 726-2544 Office lj ansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 733 RECEIVED AUG 16 2004 Introduction: ? 1 ®~ ~ ~ g, ~~~~~~ SAFETY b BLDGS. DIV. On June 5, 2004, Thomas Nelson, CSTM, Environmental By Design conducted a soil and site evaluation on property owned by Curt and Dawn Delong., located in the SE1/4, SEI/4, Section 23, T29N-16W, town of Eau Gape, for the purpose of a septic system.. This investigation revealed that the soils were only good for an A+0 mound system through an interpretive determination as designated by the Wisconsin Department Of Commerce's Administrative Code, COMM 85. Methodology: Backhoe pits were provided for three borings, 1 through 3, with interpretations of the sites suitability being conducted by using soil redoximorphic features, soil texture, soil structure, soil color pursuant to the guidelines under Chapter COMM 85 of the Wisconsin Administrative Code and using the USDA-NRCS soil descriptive system. During this field investigation the landscapes morphological features, vegetation, and hydrology was determined for the purpose of this Interpretive Determination as defined in COMM 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collection of the field data, which included the accurate measurem nt o ~~ t featured locations; site plans, the system design and this interpretive report have been deve~©~I~FcTi~~~,tw. The intent is to demonstrate that a minimum of 6 inches of unsaturated soil exists on t iis~i~ g~~~`1 a~~y influencing factors on this site would allow the compliant installation for the purpos o u e~, serving a residential use on this property as allowed under COMM 85.30(2)(b) of s Administrative Code. EPARr~nF~r a~ cc~r~~E~cE Df tdN Of SAFEtY AN Uti.DINGS Local Hydrology: ~ The local hydrology of this site is influenced by the average of 30 inches of pr it~~n r e~ved; ~e i~ E N C E properties, and localized geomorphology. The seasonal issues such as frozen ground and warm temperatures also influence the site. During the winter months when the ground is frozen, there would be an accumulation of snow with any melting action running off the site on the surface of the ground. Spring rains would produce additional surface runoff until the ground has thawed. Upon thawing, the permeability of the soils would be moderately slow due to the silty soil textures, and the location of the site, with it's limited upslope watershed runoff, would be minimal. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that was formed by the accumulation beneath the glacier and resulted in a composition of stony, reddish-brown glacial drift. Post-glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dark silty soils. The site is a hay field that has been actively managed for this crop. Its'position on the landscape is toward the top of an upland hill where a driveway restricts any additional runoff from going over this area. This hillside has a 8 percent slopes and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside. requirements of Comm. 83.41 of the Wisconsin Administrative Code are being met so as to property filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. - The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croix County Zoning ofTcials. r= July 20.2004 Thomas Nelson Date ,,~ ~~..,.... r'f f Site Location WisconsinDeparlmentofCommerce ~ SOIL EVALUATION REPORT p~ 1 ~ 3 • Division of Safety and Buildings rn accordance with Comm 85, Wis. Adm. Code AMY St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size Plan must . iridude, but not limited to: vertical and horizontal reference point (BM), direction and p~ I.p, p~~g percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all iMormaftion. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Loption Curt & Dawn Delong Govt. ~ SE 1/4 SE 1/4 S 23 T 28 N R 16 Property Owner's Mailing Address Lot # Block # Subd. Narne or CSM# 200 Oak Street #106 1 - Fenstra Cily State Zip Code Phone Number ihrVillage ^ Town Nearest Road Woodville WI 54028 ( 7115-698-2864 Cty Hwy "B" New Constn~ction Use Residential /Number of bedrooms 3 Code derived design flow rate 450 Gpp Replacement ~ Public or oommerdal -Describe: Parertt material loess over glacial till Flood Plain elevation if applicable 1~ R General oommerrts This site is only suitable for Interpretive determination for a mound and recommendations: a Boring # ~ Boring Q pit Ground surface elev. 101.31 ft. Depth to limiting factor 6 in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/flz in. Munsell Qu. Sz. CoM. Cobr Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-6 10yr4/2 - sil Impl mfr as 2f .4 .6 2 6-11 1 4/2 lldsyr5/s sil lmpl ~T cw if .4 .6 3 11-17 10yr5/3 c2d5yr5/8 7.Syr5/2 sil lmpl to sbk mfr cw if .4 •6 4 17_32 7.gyr4/2 c3d5yr5/8 7.Syr5/2 sicl Om ~ - - 0.0 0.0 2 Boring # ~ Boring 6 99.66 pit Ground surface ele . Depth to limfing factor in. Sal ~~ Rate Horizon Depth Dominant Cobr Redox on Texture Stnrdure Consistence Boundary Roots GP D/(lz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-6 10yr4/2 -- sil lmpl mfr as 2f .4 .6 2 6-10 1 4/2 fldsyrs/8 sil lmpl mfr cw if •4 .6 3 10-15 10yr5/3 c2d5yrs/S 7.syr5/2 sil lmpl to sbk mfr cw if .4 .6 4 15-36 7.Syr4/2 c3d5yr5/8, 7.Syr 4/6, 7.syr5/2 sicl Om mfi - - 0.0 0.0 ` Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L ' EfllueM #2 = B < 30 nrglL and TSS < 30 mgll. CST Name (Please Print) _ _ Signature CST Number Thomas C Nelson ~` ~~; 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 7/5/04 715-246-2454 Property Owner ~~~ '~~ Parcel ID # Pending 2 3 Page of _ 3 Boring # ~"~ Bonng 99.61 6 pit Ground surface elev. ft. Depth to limfing factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Stnu~ure Consistence Boundary Roots GPD/fF in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 'EfF#2 1 0-6 10yr4/2 - sil lmpl mfr as 2f .4 .6 2 6-10 1 4/2 fld5 /8 sil lm 1 m& cw if .4 .6 3 10-15 10yr5/3 c2d5yr5/8 7.Syr5/2 sil lmpl to sbk mfr aw if .4 .6 4 15-36 7.Syr4/2 c3d5yr5/8 7.Syr5/2 sicl Om mfi - - .0 .0 ^ Boring # Bonng pit Ground surface elev. ft. Depth to limfing factor in. Soil ication Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dfif in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eif#~ ^ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Sure Consistence Boundary Roots GP DHF in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 " Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD$ < 30 mglL and TSS < 30 rrrglL 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. SIfD-8330Teet (R.0~/00) .* . Curt & Dawn Delong SE1/4, SE114, Section 23, T28N-R16W Lot 1 N~~ 96' 93' 5% slope R3 107' 82 ^ ~~ ~~, ~ 1 100' ^ '. Bi 71 102' F5. ~ @M1 ~ ~,~.,.~_.~,~...._.. ~ ~€~~1~t 2 ~0 ~ ~ --~ „3 1 'a' Driveway ~s:ale 1 °= 30' 8iat1 Tr_.p of conduit 100,00° Bh~2 Top of conduit pipe 101.42' 81 'i 01.31' 82 G9.60' 83 ~i9.61' m a d Thomas C Nelson 227357 C~ ~- ~S S ~ ~ , , d Buildings U,vi~iun ~ Coucty = t t ~ ,gton Air., P.4 152 ,$ % ~ Y~ i ~-~ \, WI 537Q7 Ia; De ©~ - 5 ~ `-e-. ~~ ~ ~ S ~~ ~~~08~ 266.31 s i P~ID Sanitary Permit Number (to ba filled is by Co.} ~p~.re~ ~,p ,"~ .~.~~5 S~"~{•• ~ ~" tlOn State Plan I.D. Number ~{~. " ~ tn~`' ~o~._ ~°Q~o-t.¢„ oration you provide 5•~(1Xm)_.~ ----_. _ Project Address (if differen an mailing addross) Sa-t S -~. rnn f~--f' Property C ~, ~ ~ /~ z~o ~ ,~ ~ j i~~ ~ ~ o Pareei N Lot A' Block A' Properry 0 [ i / s Ta~-~.~ /~` L zor~~~~u~ o,=Pict rro Location ~ „ ~ Ciry, State Mo ~~" • --~j Phone Number ~ r s1,,~„~~4,Secdon ,~~ f ~~ i ~~ ~ ~~~ ~ (circle~pne) j II. Type oi' SuildiiuS (check that apply) T ~ N; R 8 oi~vyl i ~l or 2 Pamily Dwtlling - Numbe Bedrooms 3 Subdivision Name CSM Number ^ PubliclCotnmorri4l-Deseribe Usa L ~ 7 / is ? ^ State Owned -Describe Use ~' i CCity ^Village~~Township of ~~•~ z"„/~,~ III. Type o1' Permits (Check only one bo n iiAe A. Coatpiete line B i licable) A' New 5ysttm ^ Replacement S sse y ^ Treanrtent/Holdi ank ac t y 0th o c i w Existing Syst~ B. ^ Permit Renewal ^ Permit Revision Change of ^ Perm: nsf Naw t ]~ P rmi u ate Issued Aefort Expiration ~ P ber Owner IV. T of POWTS S stem: iCheck all tbat a ) I ^ Non -Pressurtzod in-Ground Mound > 24 in. of sui a '1 ^ Mound < 2~ in. o tab soil t P nd Pilter ^ Constructed Wetland ^ Pressurized In-Ground olding ^ Feat Filter ^ bic Treatme trc Sand Filter I ^ Recircula ' S nthatic Modia Filter ^ Leachin atnbor G Line C t;ravei-less ^ 0 x in} V. raallTreatmen! Area IbPormation: Design Flow (gpd} Design 5011 Application gpdsf) Disperse! A eyuired (sf) i Dis Proposed (af} System Elevation i VI. Taittk Info Capacity is oral Number facturcr P b Sito Sire! Fiber Plastic Gallons Gallons of Units rete Constructed .Glass , or VII. Re6 ttsibiuty S meat- I, cha undersi d. asausae responsibility for irtstailation of the WT5 shown on the attached ~ Plumber's Na tna (Print Plumber's Si gnature hiPRS Number Business Phone :Vnmber Plumber's Addro (Street, City, State, Zip Code) ~~U C ~~ VIII. Co /De artment Ute Onl ^ Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater ~ Date Issued ssuing Agent Signature (No Stamps} ' Surcharge Feo} ' ^ Owner Oiven Reason for Denial IIi. Condlti0us 0~ ADDtOYSI/Re9sufna fnv Tltconnrnvol -----" .vsw~.s~a Y~q+ tw uK C.OIWir p01y) (Or ttW 6yeteLD On paper 110t IOii thast iiJi X SBD-6398 (R. 01/03) commerce.wt.gov ^ ^ iscons~n Department of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce.state.wi. us/sb (715)726-2544 Date of Inspection: July 15, 2004 Project Name: DeLong Use: Residential, New 3 Bed Legal Descript ion:. SE, NE Site Number: 638652 Subdivision: CSM 15-4227 Municipality: Town of Eau Gs County: St. Croix aom ~ .-.~~.n _ a~- Plan Transaction Number: ~8€ Sanitary Permit Number: NA Plumber Name and Address: Unknown !~'~t,,~ r c, C Wastewater. Flow: 450 gpd Persons Present: T. Nelson, K. Grabau d Soil Tester Name and Address: Thomas C. Nelson, CST 227387 1432 120'h Street New Richmond WI 54017 Name and Address: Curt & Dawn DeLong n,~~ 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 could be described as follows: Apt 00-04" 10YR 3/2 sil, 2f-mgr, mfr, cw. Apt 04-08" 10YR 3/2 sil, 2m-cpl, mfr, as. Ap3 08-10" 10YR 3/2 sil, 2m-cpl, mfr, as, w/f1f 7.5YR 414 rmfs B1 10-17" 10YR 4/4 sil, 2msbk, dsh, cw w/ fad 7.5YR 5/6 and 4/3 rmfs. Bt2 17-20" 10YR 4/4 cl, 3mabk, mfi w/cad 7.5YR 5/6 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft~. The additianal basal area wiN partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. Chisel plowing to reorient the platy structure in the A2 horizon will increase percolation. Special emphasis should be placed on the origin of redox in the A2 horizon. 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 a{ong the contour. The mound sha11 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, stewate pecialist cc: County ^ Plumber Ljansky commerce.state.w. s E-mail ~ CST ^ Owner 715/726-2544 Voice 715/726-2549 Fax Leroy G. Jansky . St +a of uSisconsin INSPECTION Department of Commerce D~artment of Commerce ~ 3 E. Spruce Street Safety & Buildings Division REPORT Chippewa Falis, WI 54729 Bureau of `Field Operations Inspection Date (7~ 5~ 726-2544 J u~ Z9 ZOO Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04(1)(m)J. Name. of Premises Addwcc.pr Legal Description 6i4~Township County ~~NS. T ~ ~ ~ ~ ~~._ ._.~..~ ~ Ell ~1~~ 5 T, CR 0 ~ k ,~~. ~ ~, .. SE-Sr. -2-3--2.8 ~ w Name and Address Master Plumber Firm Name and Address Plan LD. No. Sanitary Per' mit No. 1 i,tTeste~ ~;~,; Li used Person's Name(s) and License Number(s) Ali' S ~a•is-o~ ~ i : K. c~R,e.6~ _w__~___ ~__ __._ ...._ _.~_. _ ~.._ _. _.__... _ _.._. _ . ____ _ __._ ._... _ .._ _. ___.~ _- Owne{r'.s ~Na'm-- e~~anppd Address ~... .'.T_.~ _ ~t ~S : J~9,r~s syc v/A- s 9-t~t ~ ~ ~ ~€ ~ , y 3 i I ~S i,,,,~ 111111 O,(, !~`!`~.. i i~'!~-! ~tS~ ,. ~'-S ' /~lE. w .. t i , j_ ... ~ ona~.~ o ~ . rH•~. so t c... ~~ Ct's . ~~ r~~- o>~r~ P~ T I t.~` ~ ~ t t i ~ ,m;w.w. ~ I r~ } ~S E r i a ~ i I pp`Spp~~.~~ ~~ P ~ ~~ ._ ~ °° ~: l sit ~ w~ ~s d. , ` _ . ' ~- ~~t ~.__ T~ ys € ~ l ,_ _ Se ~... ~ w~vf,~;,. ~ . CpuN ~, . ~O.o ~ t~4T-14C _. i ~ ~ ~ ~ IrQ!^l~ , ( ~ ! ~ ~ 3 I a ~ ~ .. ... 3 E 3 t ._. d_r~•~.a.Vi ~ ~ ~ 7 ._.~.aW.... ....a....-_ _. e..~.,.~~-...~r.. ~ ~J ! 3 ~ \ ~ ~~' ~ 1, (~~//// ((( ,y `.... ~~n_~. tea. .sr/' Check all Orlglnal: COPI2S t0: that apply L san_a~o~ is »roa~ District O S&B O Plumber O OW Plumbing Consu Cou rf W/Coca l ~ 'A. 'N,~.~ I ~. r _ -~- 1 } ; ( ~ ~ _ _ ~. . E I i ~ t r ~ i 3 i 1 i ~ E ~ ( 7 i t A f , t Consultant Page ~ of ~'Vv•~~~sr•.onsin Departrnent of Commerce SOIL EVALUATION REPORT Page , of 3 ~ ~Oivi~ioh of Safety and Buildings .- ~ in accordance with Comm 85, Wis. Adm. Code • county ST ~ <°.R.U lx Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must inGude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. P~~ ~y~ Please print all information. Reviewed by Date Personal information you provide may be used for. secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property 0wner~ln,J~~~L`[~-L ~~~~ Property Location ~V~ ~.-S = v' 1'"!~S R~ SL-1 LV~ Va S }~Z.~jh~ (~ ~^~; =:- SE 1/4SE 1/4 S Z3 T Z~ N R 16 E (or~ Mailing Address Lot # Block # Subd. Name or CSM# ~ b v`1Z 1 Zvo `t~4- ST- _ R~~vS _ eS -~ City State Zip Code Phone Number ^ City ^ Village ,® Town Nearest d P~ca'rr w 1 s ~C ~ zl t~ l s) z 6 z_ 3 a ~ 1 ~v G PS'L_I_ty i s " ~`- ~t~ i,, ~6 ®, New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate GPD ^ Replacement ^ Public or commercial -Describe: 0,(,?, `'t Parent material C~ L Pst. ~""! l.l.. Flood Plain elevation if applicabl ~ ft. General comments p ' and recommendations: ~U?,J~,j w~ y ~X 1lZ- S' l~\S'1~L~ U1'10 /J L°LZL ,•' 1~~C'~,~ 1~'" Boring # ^ Boring - /~ ®pit Grounds ace elev. ~ Q- s ft. Depth to li g factor 1 ~ i~; ; ; ` Soil ~4pplication Rate Horizon Depth Dominant Color ox Description Texture S ture Consistenc ndary `" GPD/ft2 in. Munsell Qu. .Cont. Color . Sz. Sh. 'Eff#1 'Eff#2 ~-~1 !p`'lR3 t'Z S1 1 9h ti , 5 .8 Z -t- l2 l072y1y ~ Sl 3`~a,U C ~ ~ • ~ 3 t2-ZZ >.s~23ey Cl~~s~2 !S o vY, _ y,~~t- - • D a Boring #^v1 Boring r: I pit Ground surface v. ~~ ~ • s ft epth to limiting factor 3 in • • , Soil Application Rate Horizon Depth Dominant Color ox Description Texture Structure C istence Bo~dary Roots GPDiftZ in. Munsell . Sz. Cant. Color Sz. Sh. 'Eff#1 'Eff#2 o-~ towR-3lz - s~~ Z ~ ,~ • S -$ 2 ~ -~3 lp`t 2 c~~c7 - stcl 3 h1 - ~ - 6 3 L3 =23 ~ •S `~ Cl ~ S ~t(Z S!8 e I O~ m f-- - o . O - tmuent rfi = rs~us > su < uu mglL and TSS >30 _< 150 mg/L ' Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Arthur I,. Glegerer Ul-ZS8 220254 Address t~ e g e r e r S o i l Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 i1. iiain St. River r'alls, t7I 54022 1p_lS_d~ 715-425-0165 K -~Y'~fief S RZ~~ ~ Parcel ID # ~~1G Page a Boring # ^ Boring ~ 8 S ® Pit Ground surface elev. • ft. Depth to limiting factor l Z in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. O -1 10`12 3! Z -~ S 1 1 Z~ R4` -uti`Flr ~ S l~' Z ,-~Z 1072f1Y si ~ Z~sb~c M,-41- es (~' '~ ti Z-~ ~ S `~ 2 31 C1. 1.S `'l R S Ig ~ 1 O ~ Yn`F1- - ^ Boring # ^ Boring n Pit .Ground surface elev. ft. nanfh ~~ rmiwnn r~~F.,~ • '.: ~- • Z of 3 GPD/ft~ °~ 'Eff#1 •Eff#2 . s ~_ 8 -S .8 -O •O Horizon Depth '" Dominant ol# r Redox Description Texture ~ Structure Consistence Boundary Roots Soil Application Rate GPD/it2 in. Munsell ~- Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F ~ ~" 1 .~ ii. ,y e ~ .~ ^ B Horizon ~ ^ Boring .~; '' ~,. n~ Ground su v. ft Depth to limiting factor in. ^ Pit ~ , ;~. Soil Application Rate Depth Ao~i~~nt~olor Redox 'ption Texture Structure Consistence Boundary Roots GPD/ft~ in. `~ etl~ Qu. Sz~Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 .~- •e ~ ~ .- ~~ 1F ~•~. ' Effluent #1 =BODE > 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. SB0.6330 (RN00) i • . '• ~ PLOT PI~Aid Page ~ of 3 ,' Scale 1'='~~' N ~' ~~~~ .~ toy ~ o~~ ~~ ~ 1 ~ c~i' °' ~o ~ ~o- X ~ w~z~ W for`, ~;,1, ~p_1S-p~ 715-425-0165 220254 01-Z58 CST Signature Date Telephone Ilo. CST A1o. Job P10. ~ z S ` T ~F- Psv C . ~~,~u-1.--~~-.7.=~.4Q:0_`_b~-- q"~C~-~=,~5/~[~:~v.C-PcP~~7Zt; rA-.- rv r - ~-or uu~ `ro ~t qtr ~`e~r s ~ No ~i`~ _ ~F r~ oU>~ . ~II~ i ~~ U ~o ~ ~ g8 -~ Z~ ~~ ~ ~ / yr ~ ~~ ~ \~ ~ ~o .NOT Cp~P~T OtZ ~ I \ \ \~ ~1.5'T~-fl `Rt'LS Rte-~"~ 1a-~~ !D j ~ Z~ B.3 \ 'S - \ t~ '~ ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD ` LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce. state.wi. uslsb www.wisconsin.gov R Jim Doyle, Governor EcE~ ory L. Nettles, Secretary September 19, 2003 SEF 2 4 2003 sr. cxo~x , CUST ID No.691727 . Z T44~~C~~tbr ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL AN APPROVAL EXPIRES: 09/19/2005 I tification Numbers Transacti ID No. 906103 SITE. Site ID .638652 Curt awn Delong Mound Pleas. efer to both identification numbers, 214 Cou Hwy B ahoy .mall correspondence with the agency. Town of Ea alle, 54028 St Croix Coun SE1/4, SE1/4, 523, 8N, R16W FOR: Description: Three Bedro Mound System Object Type: POWT System egulated Object No.: 81991 Revision The submittal described above has been r 'e for conforma e with applicable Wi onsi A istra a Codes eOtl and Wisconsin Statutes. The subxtal has ONDITIO LLY APPROVED. Th r, med in ~~~ chapter 101.01(10), Wisconsin~t tes, re 'ble for c pliance with all code requ is The following conditions shall be me uri cons 'o r installation and p r to u ncy use: DEF'AI2TMEN N QF General Approval uirements: ~ SEE CORR • This syst o co nd located in cordance the enc sed pr ed pla and with the .01/01 , .................. "Mound o nt Ma f Private Onsi astewaSys s 2.0" SBD-10691-P (N ) and the ' ress re Distribut omponent nual for P to Onsi aste ter Treatment Systems VERSIO 0" SBD-10706- .O1/O1). • The appr changes will become an dendum to the ns previously appro .All other portions of the installation shall conform to the origi 1 approval. Thep vi approval was issue n November 09.2001 with a transaction I.D. number of 6 27. • Per manual cited above, limited tivities ar e e area 15 feet down slope of the co ent area. Soil compaction, excavation, v icular traffic r similar activities that impact the treatmen dispersal are prohibited. v` • The well must be a mini of 25 feet from any P TS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 81 • A Sanitary Permit m be obtained from the county where this project is located in accordance with the requirements of Se 45.135 and 145.19, Wis. Stats. ARTHUR L WEGERER Page 2 9/19/03 • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi.us Fee Required $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ~. . Page ~ of 1 This plan has been prepared in accordance with the Mound Component Manual SBD-10691-P and the Pressure Distribution Manual SBD-10706-P (N.01/O1) (N.O1/O1) LOCATED Ii~1 THE SE' 1 /4 OF THE SC 1 /4 OF SECTION Z3 , T zEi N, R t~ W, TOWi1 OF ~~ ~jpt-L,L~ ~ Sr,, e,~ ~,~( COUNTY, WISCOPJSIId. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEri i-IAdAGEi1ENT PLAid PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUi1PIiJG CHAtiBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.IANCE CURVE RECEIVED AUG 2 7 2003 SAFETY & BLDGS DIV. TITLE SHEET FOUND SYSTEI~1 FOR A 3 BEDROOM P,ESIDENCE PREPARED FOR v tit..T b'~D ~pSWr~ '~~ L4tJ G Z ~ o p, Pc~c S~'1Z.~'f' ~ - ~ ~, w~~~~ V l ~~. E , ~vl s~U Z~ PREPARED BY WEGEt~ER Si3 = L . TEST S NG AND . DES = G~i SEF?V = CE P.O. Box 74 421 I1.~iain St. River Falls, GJI 54022 Phone 715-425-0165 Fax 715-425-6864 t~~~uv~ Nov=9;.`tool . ~~ ~~~: __~- T'~~c __1_o c ~? Cr1-~sc~_ : T~.-ti-~ w1 o~~J loyally o~'~~D COMM~RC~ ~0 0lpG SPpND~N ~~ = wEGEHER t P113 ELISWO~ATM, ~r~~_'~S 1 G N ~w ~ _ ZG -~3 JOB N0, ~~ -~~-] Mound System Management Plan page Z of 7 • Pursuant to Comm 83.54, Wis. Adm. Code - , ~ Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennia! assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain Tess than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG. influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General - This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manua rid local or state rules pertaining to system maintenance and maintenance reporting. BBD -106c11- P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shah be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan . tf the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, ft will be repaired or replaced in its' present IocaUon by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning -Office a t ~ ~$- 38` 6- C(• b 80 . Sr• C,iZCj~X The sgstem installer at. ~ • The tank manufacturer at 80D - ~ZS--g~s{~ wL~'S~TZ The effluent filter manufacturer at _ X0.0- ZZ) - S7 ~f2. Z pig gZ„ The pump manufacturer at ~-~ 630 - g Zp - t[.~ChQ . C~UU1_,yS PLOT PLAN _~. Scale 1" ' ~ ~`?S~c~T ~ a-uP - L 1 L`v~t1~~vZ ~. 1 nn_ n' Page -~ of 7 h \ ~ D 1 S1vR~3 ~ttS f'1'~Z:~ .(~. `L ,~ n2 (/) © N ~sb `~ --~ ~~ ~ ! ~~ Sv66 ~S`«A w~- vwc. ~ v~4~u~w~ _ ~ ___ Z by ~v~~,t . B'' NOTES : - ~ ~ F 1.- Elevations shown are existing ground elevations unless otherwise .noted. 2. Install 4" observation pipes with approved caps. ( Z required), 3. Septic tank to be ~OOO/6sp gallon`capacity manufacaured by W 1 ~~Z CUrV t.\`~.~ ~~JtP loop! 6S0 M R 1 -N I R t`d UD ZP~~~,- ~1 L`TL~ 4. $ench mark ~~1-.101•Z ©N 31cl~` 1~1A ~~-UC pf yy /LP~~ 5. Divert surface water around system to prevent ponding at the uphill side. •, f Distribution Pipe Layout Place the holes at the bottom of the distribution pipes at equal spacing. Remove alY burrs from the pipe and holes. Extend the end of each lateral up with the use of Ions turn or 4~ ° fitting to a point within six ~~ inches of the final Bade. Te.~inate the ends of the IateraIs with a valve, threade3 c~ or . threaded pIu?. Provide access from final made for the valve; threaded eap or threaded plug. - ~~~ 1 cr L ~,ZJS S s ``~ ~ N - t v c. ~v C Later! -` nv ~ ~.-. a-_„~ ,--- Laterl x I x I x I x!2 ~ l i!1 x x ~ x x ' ' ~ Lateri Lencth -~ ~ ~ Later! Lencth _ p I ~' L Ptt~l V SEW -- P -~ o- - Fo2~~ I~ttti!N P~~e S of ~ f ~css ~oX _r t P SS Ft. Hole Diameter 3~1k Inch ~~~ Lateral 1 ~ 1~-InchEes} X Z~.. ~nchPS ~ _ _- Force Main " ~ Indies ~ of holes/pipe ~ ' Invert Elevation of.Laterals~oz.5 Ft. ' LJ~M P ua 3P ~i10~J P iPir w /t•?tR1l 6 ttT" GIP • Ft iv tgt}© G~DE 18'I'~IAI. IAl LE T Approved joint w/ PVC pipe Combination Sept~c~.Tank and :HAMBERCRt'?,SS ~ECTIOtJ A~IQ SPECIFICATIOAIS ' PAGE .~ OF •VEuT CAP ~ WEATHER PROOf ' ~uucTlou eox . ti C.I. VEAI7 PIPC ~ lO' FROM DOOR, :iltv00W OR FRCSH ALR_uJT/lKE -i ~-- •- LtNW. ~ i ~~. 7~1 t :°., .~ ~~~ 8 i1FPLC z~e~ ~~~ A-~go~ LLEY~~`B~fL APPROVED LOCKII~IG M~ItJNOLE COVER ~ut~{ 1 wAR.Nt>JG t_a6t:t.. ~ coratw~r i~ I ' i i I Y' liil.l. `\~ 11 ' •PROViDE i ~"AiRTIGHT SEAL I I I Ir I I ..A I Iii I III I I I aLARx a ~I ti I t I I ou c -I I PUMP ~ -'~ OfF D CO-JCRETE DIOCK 7 Approved joint w/ PVC pipe RISEFL EXIT PERMIIT'ED OtJLy IF TA1JK MAlJUFACTURCR Hq5 SUCH APPROVAL~3~AAPRd.FD BEDDtN4 SEPTIC f SPEC.IFICATIOt\1S DOSE TI~NKS MAI,JUF1-CTURCR:wI~~ CU~C~'~ IJWr-BER OF POSES: ~' Z / TA1.1K SIZC: W~-~,000! (~ SO •~`? R AL L G 0 1~15 PER DA., DCSE VOLUME I ~ r, ~ c~ C ~ ALARh1 MAtJUFACTUR,LR; S `~ • ~-~l w ,~-1S~T~"'1,S IAICLUDIAJG 6ACKPLDW: 1Z-~- S (,RLtONS MODEL iJUMBER: l~ I ~~ CAPACITIES: A= ' ~ IuCHCSOR 36 6 GALL01J1 c,.~ SWITCH T~PC: ~` Z-CV~- ( Z ~ 8 = 1WCHES OR ~ LLOf ti PUMP MAIJUFACTURER: G `UV`-L~ S _ ~ JS G = , / } '1UL#iE5 OR ~Z-~--~ f,~LL0U5 MODEL IJUhtBER: t~ O' S •~~ D= ~~ 11~NGHES OR »~'S6ALLDUS SWITCH TYPE: ~~-~~Z1 IJOTE: PLJI~IP AUD A~~LARM AR TO 6C MIAJIMUM DISCHARGE RATE 36•Q ~ ~pK IN STALLED OIJ SEPARATE CIRCUITS yERTiCAL DIFFERENCE DETWGEU PUMP OfF A1JO..DISTRIBUTION C PIPE.. ~ ~- bZFEET t KtlliPtUM -~ETWORK SUPPLY PRESSURE ~ ~ ~ ~ 3:ZS FLCT (Z_ S X 1.3~ . ~- Z S~ FEET OF FORCE MAtfJ X ~ a~F~ FR-CT1o1 ! FA ~ - ~S LTOR pF~ . _ FEET „, • TOTAL Dy1JAMIG HEkO = ~,~=~?~FEET - ' As per manufacturer ~~~~ gal/in. Liquid depth 3 ~~~ ~' ~ APPLICATIONS Specifically designed for the following uses: • Effluent. systems • Homes • Farms • Heavy duty sump • Watertransfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/4 maximum. • Capacities: up to 55 GPM. • i'otal heads: up to 24 feet. --~ • Discharge size: l'/i NPT. • Mechanical seal: carbon- . rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3/'maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'fz' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Goulds ~E ~°~ ~ v `` ' Submersible Effluent Pump ~~ EP04 j EP05 Y • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor. • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS II FEET 10I- 0 a w x U a z } 0 J iQ 0 s 3~ 8 2! s 2l 5 1; 4 3 2 1 0 1( 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 ~/h ®1995 Goulds Purt~ps. Inc. CAPACITY • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller. Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller. Thermo- pfasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ~ Motor Cover. Thermoplas- ticcover with integral handle and float switch attachment points. - ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers end in "F" or "AC".) i, ~ i ' ~ ~ ~~~• .~ ~ ~ ~ i f~~~ ~ Y7 I -~ ' i I ZZ i~--- - -- - - - ~3b •9 -~ --- ~ ~- ~ ~ - -- EPOS- i _ I i r.. Effective Mav. 1995 isconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with'Conirfi 8S`, Wis. Adm. Code - County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~ Please print all information. Reviewed by Personal infannation you provide may be used for. secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner VV PcL``'~~Z ~Z ~-~ h o.,,,,a.,., ~ ,,,..,,:.... Page , of 3 s`r' • e.~o l )hl Date $U~ ~S ' ~' 1'"l~ Rn~ Sy L~1~ V~ S ft•Zlolti"1 t~ lavt~.et• SE 1/4SE, 1/4 S Z3 T Z~ N R 1 C E (or W Mailing Address Lot # Bloclc # Subd. Name or CSM# 'V b v`lZ 1 Zoo 't'~4- ST-~ L~ rv~ - ~ ~~~~ S ` CS wl City State Zip Code Phone Number ^ City ^ Village ~ Town Nearest Road P~co'rr w1 s~t~z! c ~ ls~ Z 6 Z _ 39 I J ~PSU G ~I_L ~ c-~" 13ir ®, New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate ~•~ S ~ GPD ^ Replacement ^ Public or commercial -Describe: Parent material ~ 1~_l t'st,. '~') •l..L Flood Plain elevation if appiipble JV ~ ft General comments and recommendations: 'I`~LOU1.~j W~ l~ r)C 11 Z. 5 ~ 1~1S~13 U~ U N L°CLL . w~. i /v c x-~ ~r~ Z4" o r- s ~ t=acs-. eor.~ti ovZ rev . • i o~ , o ~ ~ Boring # L.1 Boring 1 r I ®Pit Ground Sun`ace elev. ~ ~.- S k no.,rti r„ r.,,~n.,,, s~,.~,.. \ 7 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Appliption Rate GPD/ft2 in. Munsell Ctu. Sz. Cont Color Gr. Sz Sh. 'Eff#1 •Eff#2 o -7 1 pal R 3! Z - s i I Z'~' 9 h m `f-~ a. s l~ , s . s Z ~ - lZ 1 ~ 7 2 yl ~ - sic.) 3~a,U~-~ ,,,~.~- e s 1 ~ • y . b 3 12-ZZ ~.S`-l2.3ly C~~-~~S`~2S~8 C, ~ ~ O ~ _ }ri`~1- - .~ . D Boring # ^ Boring ~ _ ~` Fit Ground surfacE PIPV ~D l1 , S e ne..~r. ~.. ~:...,,:..,. s........ 1 ?i - __~_. _ ......_.., .__._. - •••• Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Appligtion Rate GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. •Eff#1 'Eff#2 ~ o-~ ~o~.t2-31z - ~~~ Z~~- mfr arS l~ ..s -~ 2 -~-~3 iD`Z 2 ~~Y - sic..l 3~-`sb in'Fh cs l~ . ~ . b 3 i.3 23 -~~~231~ Cl ~SK2Sl8 Cl Or,~ fnfr -c~ - 0 •• . - c. vvs - vv ~ ccv mgrL ano r JS ~3U _< 75Q mg/l ' emuent rF2 =Bobs < 30 mglL and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Arthur' L. «egerer ~ U1-ZS8 220254 Address. t~ e g e r e r S 011 Testing & Design S e r v 1 C e Date Evaluation Conducted Telephone Number 421`'Y~T.,~iain St. River Falls, t7I 54022 10-1S_p~ 715-425-O1b5 ~~ 86/15/2994 _05:49 O'a-nadBuYtc Icl.iwts Aedre~a 17156844638 ALWIN EXC INC M ~ y ~ sr cRax covrrrY SBp'TIC TANK MAINTENANCE AC3REEMBNT AND OWNERSHD' CE1tTiPiCATiON FORM a~ oak PAGE 01 ~~~~l~~~ JUN 1 6 2004 ~7~. CROIX COUN"i"'r ZONING OFFICE o(I (:L~uN p ,~ bo? / pay Add:+ess ~/ (w~uO° ~oaa papt~eateac ioT aew ooeetrnctioo)_~- Qity/S`tate „~ /~~r'~941~e,,,*~J ~ Paeoei I~de~ification Numbar 0~ ~" !~(o - / C7 - ~ W (• 3S"z~ - gyp) ~plopatty location ~ ya ~ ya Sec. a,~.,. T~N•R_~W. Town of C ~~ - ~ ~~ . St~bdivittien , _-- Lot # ""~', C~Aed Sar.~- Map ~ ~~ ~ 3,r21 ~__ Volume P.ge # ~. Wstrtrtntq Deed # ~o$ o'~ SSA . Voltttae ~ ! `~ ,,., page # to Q Spec ioate O ya ~`] aw Lot lino idantifiabia ~ yrs ©no bttpeper ttsc and eratmaaaeeeof Yoc aeptk syatitac osWd teeWt in lea pctmatutts hiirteq haedla aafees. Ptaipac acaistaomoc coattsts o[ putapiea out ~ aeplic ttttt tnro~eY tht~e Yatmi ar /eooc, ~ needed b7~ a ticeaaed Pumper. mat Y'a-1~ ~e me t)'~sm wa adbCt the tlomodan of me saptb tlWt at a 4nauea~t ~ r mr areAb llpOMl trpetam. T11e paParty oaraer gees !s tttbaUt eo Sl. t'Yoa toad Dgia~mmt a cetd8eatba form. sipaed by toe owtaet aad by a maetacpltrtsbar. jovt~veymsaplmoeK. paetceadppmbarar a lfoeaeedpnmpa recity-iei that (1) the on-ebe wte~aeerdieposv sytdem ~ is piopar apeeat~ oaadittea aadlar (t) altar hetpaetlea saa poopio= (J oeoaatr~ the septic teak b ten than 1/3 !Wt of aludje. thra~ the vadeesi~ed hats rasa mt shore caquiaoeeets sad tytae b ooaista~a the prirata aewaPe duipoal •ytoa+n wii tha etaodttdc sec teedb hetdt, v.at by tin Deprmeeat of dmmeroe and tie Depattraeat of Ahtmat Raoutoa. Sues of Wiseooda. CandR~o+ that Yom'. septic system hp hoes saaimoleiaea mutt be eetapleted sad tetuested to the ~. Creix Comfy Zoaioi tJlBoe a~ 30 of tht Dace Year dart. _~~1L2..1~U TURN t1! A8lLI DATE i (cre) ~' ~ at! soaeemtad ae ehts 16aa rue qw m the bete of my (our) ttnowT~ge, I (we) am tore) the owaei(s} of deac:>bed vhtue of a wattaMy deed taoocded in ltetistet of Deeds Ottite. /0 TUftB tilt AF'M.ItJINI' DATE ~~~~~~ Asgr iolacmadoe fiat is mis-repcaeeotodmtgr resrit is the sanituy permit belch nvolGed by the T,onias Depanneot- ~~~~~~ •• Isd+Me wlth el+b appllader. a wafpod~rgmpey deed from the Reaiaa of Daedt otace a eapl- of rho oeetilled ssuvay asap if tcktaaoe a aorde in the wamnty decd Jt~n 15 04 08: 34a Cammuni ty Pharmacy . ~ 19?'S~' 605 - I STATE BAR OF WISCONSIN FORM 2 - 20U0 DOCUVnrnt Number WARRAPtTY D)£ED This Deed, made behveen Walter W. Fensira acrd Sandra Fenstra, husband and wife ~ ---- -- '"- "- Grantor, and Davrn M. Andersow Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix _ County State of Wisconsin (if more space is needed, pleasr attach addendum: Part of the Soutteast Quarter of t<te Southeast Qnartcr (SE 1/J of SE !ld) of Section Twenty-tkree (Z3), Township Twenty-eight (2$) ~iortlr, Ran•~ Well, St. Croix County, Wisconsin described us Yotlows: Lot Owe (1) f CertiTied Survey Map filed December 26, 2007, is Volu aPe dZ27, Doc. No. 666357. r Exceptions to warranties: Easemewts and restrietiows of record. 715 531 6451 p.2 6 8 2 5 5 Q KATRLfi6M H. MALSH RF7GISTER OF DEEDS S7. CROIB CO.. MI RECEIVED FOR RECORD 06-25-2002 8:30 AM iWRRW(TY DEED EXE}DT ~ REC FEE: 11.00 TBAiiS FEE: 150.00 COPY FEE: CERT COPY FEE: P/-6ES : 1 Area n/e~nna xetum Address Porcel Identit4;ntllon N.urnbcr(iatN) 'Kris is not hontestcad property. bits (is not) i '} Datedthis / ~j ~~ day of -~.t_.~ r 2(102 , --- ---- ---- - -- r,,~/~~~~1- - -~--~ ,_. ____ __ -~- ~~-_- altcrM.F(tastral ~ _-~~ -- --_..- ---- -- t:M~ / ~ _ ~~ _.. AUTEIEt~ T (CATION ACICIYOW L E DG MF N T 5ignaiure(s)____ _, _ STATE OF WISCONSIN -_ ) __ _ ~ ) ss. _..~ - --- ST., CRO1X _ _ County ) authenticated this __,_, day of ~ , ~ ~ °- Personally came before me this 1 ~ ~t` day of . _ _._ - Irda, fti.C .. 2002 the above named Walter W. Fcwstax and Sandra Fenstra TITLE: MEMBER STATE 8AR OF WISCONSIN _ - I ~.,_.. (tf not, to me known to be thr person(s) w ~~p~e~oin~ authorized by § 706.06, Wis. StatsJ ~~ ~- ~ tn~sj~! m_.cnt and acknowiydge ,the ~_ ;~- ~ . _ THIS INSTRUMENT WAS DRAFTED BY . ~{~1 • t ~ 1'Aomas A. MtCorarck __ _ Notary Pttblic, State of Wiscowsia - -; ~Q Baid.r:_n, svl saooz _ My Commission is permanent. (Ifati , ate: (S~wuurec muy be wlAentieated or acknowledged Bod. arc cwt neeexsm y.) ...- .~t,~ . -- _ r1_5 -) N:um:s a percOns stgntng w any wpactty m..ee bt typed a panted below their signature. _ 1i'ARRAIVTY DYk1r STATE 6AR OF WLSCOfV511~ iNFO-PRO (800)855-2021 www.inbrxplprmACOm FORM No. 2 - X00 tl .. , ° .~. do~ -' l 2~ ~. ~ -- ~ o - ~ as ( 35,4.- i o~ ~--~ s6.6~s~ M...M ~ L_. 7 5 Y -• u"-~ ~ E=~_ 4227 N.ATHLEE!'J~' K. WALSH ._._ ............. REGISTER QF' REEDS ST. Cf:OIX CO. WI RECEIVED FOR RECf~t2D 12-26-2001 11:45 RM COPY FEE• 3.00 RECORDING FEE: 13.00 CERTIFIED SURVEY MAP L OCATED ! N THE SE I i4 OF THE SE ! i4 OF SECTION 23, T. 28N. , R. ! 6W. , TOWN OF EAU GALLE, ST. CROlX COUNTY, WISCONSIN PREPARED FOR: WAL TER F ENSTRA o UNPLATTED LANDS •. •. .. ........... .. . m V n p SW-SE N 00° f O' 29' £ 498. 53' SW-SE x ~ -- ----- SE-SE ------- ---• SE-SE tq y N _ ~ PROVED 2 N ~ ~ „ oo ,~ S . CROIX COUNTY „~ ~ 2 2 m ~ a Planninn nri^^ ?^++ a=" ~s +',r;!nm?t!ee ~` ~ y '~ U C 2 6 2001 b m ~~ ~ z = c x ~ a If not r roeu wiu:.u 3U Days of m i ~ approv I date approval shall be a 2 ~ n,~;+ and vn+A ~ $ G7 I V) _ na ~ ~ m pp ~ ~ o, • i Z Vf '2 Oo +~~ m :Z to ~ ~ • °f cn cn U • : Z7 m ~° ~ o • ~~ w ~~~ ~ w -~•t ~ W~ 'Q ~ On~C) ~ m :d ~ ~ :" c ~' : z N 'I ,~~ ~ :~ ~ ~ 'ton ~ ~ G7 nmy 2 r~ 2 ~~~ ~ z$ v ~a ~' ~ +,~ Ny z $m ~° v z ~g r C~ ~~ H 1 GHWAY SETBACK L 1 NE v 2 ~ ~ .~ . ................................. ...... ... .. A ~ E AST LI NE OF THE SE -~ - I ~4 ~ ~'_ e S 00 18' 44' W 498.3 1' o'' 4I. t3j o _ _ T(tSJN~C,H1,C~a*IWAY,"B" COl1NT1' - 1488. O 2' ~ _ - _ _ ~ _ _ _ ~ • , _ _ _ ~ N 00° 18 44' E 860.1 !' o $ 00° 18' 44" W 498.3 1' S DO f' 18' 44' W J .._ ~ ._ - - ~ _ r - -- - - - -- ._ ._ _ 28 ' ~ ~ 4 ~ 2646. 64 r/ ' a~a .. c~zcnmw mom •~ `~'' S~5~~~c~',,,"'a NAB :T~ ~`a ( 35rn• m t, °~ ~'m a.y '~ ~~ s avra~Zm O ~ L -+cnmx G~~ ';••. ~,-~ `±~ h n m m my M ~ n ~~ ~... `:!1+11\1\\l\'n~~" 3 X to A y ~ ~i m UNPL ATTED LANDS `~ m n ......... ~ n cn Z; ~ ~Q '( ¢~ n W '-! I ~ z ~, cooy ~6m Vo1.75 Page 4227 "~ is~,.onsin De artment of C mm r p o e ce division of Safeg' and B hidings ~+5 i~~ SOIL EVALUATION REPORT Page 1 of in accordance with Comm 85, Wis. Adm. Code .._ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must V~ ~r ST • L,~Q LX. i inGude, but not limited to: vertical and horizontal reference point (BM}, direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. P~Jv~ ! y~ f Please prinf all information. Reviewed by Date Personal information you provide may be used for. secondary purposes (Privacy law, s. 15.04 (1) {m)). Property Owner w (~ LT~IZ- ~=~,/~~ Property Location $U~1 ~$ . ~E$ (~n~ SL1 LV11A ~j ~Z.~'M ~ r .C~r SrC 1/4SE. 1/4 S Z3 T Z~ N R 1 p E (or W Mailing Address ti b v`1 2 1 zo k- ST `ri Lot # Block # _ Subd. Name or CSM# _ ' .. . o : - ~,S wl R~~uS City State Zip Code Phone Number ^ City ^ Village ~} Town Nearest Road P~Sce`('T' w ~ 5 ~ ~ z( c ~ lS) Z- 6 Z _ 3 ~ ~ ~ ~v G ~~L cam- " ~'+ ^ Replacement ^ Public or commercial -Describe: ~ ~i~, ~`, Parent material ~ l.Q~'e..11'sC.. T) L-l. Flood Plain elevation if applicabl ! ~ ~ General comments p ' ~~ and recommendations: t`~1,OUt,lp W~y`)C 11Z.S~ 1~15'llzl$V`11UN L°2ZL '°'~ 1'~E~~i~ `r )'~' Wl l /v L i~-1 C~h~ Z4 y O i= S t~-~ F=t L.S- . ' , -.' r~ ? r ~~~~ 1 ;::; ~, New Construction Use: ® Residential / Number of bedrooms ~ Code derived design flow rate ~ GPO ft. ^ Borin Y - ~~' ~` Boring # g ~:, : • ~ ,' ®pit Ground surface elev. ~ Q-s ft. Depth to limiting factor 1Z +~ .' ~ Soil frpplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary goats° `'" GPD/ftz in. Munsell tZu. Sz. Cont Color Gr. Sz Sh. 'Eff#1 'EfF#2 o -`I 1 per! R 3! Z - s; 7 z 9 ~- m f-~ a- s l~ , s . 8 Z ~ - 12 10 ~ R. y1 ~! - ~ s i ~ 3`~a.U~ w1.`A- e s 1 ~ • y • b 3 !2-ii ~ . s ~ 2 ~e y C-l~ ~ S`~ 2 S ~ 8 _ c ! o w, _ jn'it- - •b . D Boring # ^ Boring ^ pit Ground surface elev. ~ ~ lJ • s fL Depth to limiting factor l 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o-~ tO~R-31z - sty Z`~~- mfr a..S l~ ..S -43 2 -~ _~.3 L~~ rz ~l y - sic_l 3~5b n~~>^ cs ~ -~ - ~ • 6 3 t.3 23 ~ -S K2.31 y Cl '2 S X12 Sl£i C ? Or,~ m 'Fr ~ o . 0 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 _< 150 mglL • Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please print) ignature CST Number drthur L. Glegerer .''`j~,~ Ul-ZS8 220254 Address W e g e r e r S o i l Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 i1. /~Iain St. River Falls, tJI 54022 10-\S-dl 715-/-25-0165 '~ ~. ~.•` . . -Psepeay-ewnef S RZt~i/1'(~ Parcel ID # ~~'uG Page Z.. of 3 a Boring # ^ Boring ® pit Ground surface elev. ~ 8 • S ft. Depth to limiting factor ~ Z ln. 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 O -1 ! l>`12 3 L Z. ~ S ? 1 Z`~ gl, -~`f H ~. S 1`~' ~ S '- 8 Z ~-~Z lo7Rs~~y sip Z~sb-z ~.`fl- es ~~ -s .s ~ ~z z~ ~ s y2 31 c~ ~,s~,2 s !g ~ ~ ~ o ~ >n~R.- . - . ~ . o ~ ~ >~ ~~ fs ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. • Soil Appliption Rate Horizon Depyth,~ Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor ln. Soil Application Rate Horizort Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 • Effluent #1 = BODa > 30 < 220 mglL and TSS >30 < 150 mg/L ` Effluent #2 = BODa < 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 fotrnat, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-6730 (R6l'00) . ,~` ` [ • r nr nm DT ADS Scale 1' =',{Q' Paae 3 of 3 ~ z 5 `i ~- Psv C~~-- A' ~w ...... __.__. ~ I - tv r - for uuE -m i3~ err u~~r s' No ~i v~ , ` _ i ;. - U I .~ /~, ~ , N N ~ ~ ~ ~ ~ L~2 K,,Q.,o:GJ ~4. ~ ~_ ~ ! ® ~ \ ~ \3 ~ ~~S'TV'i2.R 'flt'l'S PrR.(.''A w ,gyp 0~ /_ `~\ 4~53~ ~ S - '' o~,o ~'~ ~~/ g .o \,3 6 \\\~ a l % s, e ~~ N \1 0/ aM1~~ ~Or'u~ ~~ ~ 1 ~~e~~a- ,o c Zo• X ~ wCZ~ Lv cs~o~, CST Signature 10-1S-p~ 715-425-0165 220254 L~1-ZS$ Date Telephone I~lo: CST r1o. Job PTO. St. Croix County Map Output Page Page 1 of 1 St. Croix Count Ma in ~~ SrA ~ M B ~ %~-- ~\) ~ a J "' C~ .~~~~ ~ 9011x71 °D CSM ~r4227 w o+.o~ vee 73 SE 114- E 114 EP1J E .~ 8 SrA 2 1 Esc ~zo CSfl+I ~ 7 4452 z :.{ f' F`' Legend Maiilclpal BoarWarles St. Croix County Planning Department ~''~'d'°11Of" 1101 Carmichael Road ~ Ccr~1e d ~r~ey M~a k:y; Hudson, WI 54016 Q P`°ra's Phone: (715) 386-4674 waed Ra~r+aad C--ai riage DISCLAIMER :The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was oa,,, prepared. It is not intended as a substitute for an accurate field survey. PerrerYal team hle rtnl Iknl qtr am AERIAL PHOTOS :Aerial photography is date-sensitive. 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