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022-1018-40-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division • INSPECTION REPORT Sanitary Permit No: 552301 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Linehan, Robert & Janice Kinnickinnic, Town of 022-1018-40-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: /00-0 1 LtOO--1 -fie 0-f C4A/l,Q1v W06ot M 07.28.18.103B TANK INFORMATION ELEVATION DA IA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. p. 01• 10.0 Septi A)-.,4" 160 D Benchmark Dosing flu r ,I Alt. BM j V3 Aeration y~/ `~m I 140 Bldg. Sewer 0015n / Holding J SUHt Inlet Ey, <,n NV% asp r St/Ht Outlet 43 c7/ ' TANK SETBACK INFORMATION ~ w + !o TANK TO 1 P//L WELL BLDG. Vent to Air Intake ROAD Dt Inlet s~ ~ 'f0 Qn ?a y Septic ST~i / Dt Bottom Y 13,61 7 / (n(ot 9 6 - &_11 Dosing p ~ Heade Man. I SS V-- of I-41 3./ 944 Aeration Dist. Pipe Holding Bot. System Ok - ?.c g ► 3 • 3. 9 f0 -U 7 Final Grad U r kA- 14- 0W.- Y' 4 PUMP/SIPHON INFORMATION Y O ~)~•>K Y'/ &Y Manufacturer / 1P DeP nand St Cover s 4- 1 or f}f (1-) W11L. pt c h' V5 5 _ 9'/Model Number A,~ j 0 a s Z Qy / t r► 7~ TDH Lift Friction Loss System ad TD Ft Forcemain L nc t~O ! Dia. 2 n Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Lenatti r No. Of Trenches PIT 15IMENSIONS No. Of Pits Insi Dia. Liquid Depth DIMENSIONS /-J SETBACK SYSTEM TO P/L BLD WELL LA /STREAM ACHING Manufacturer: INFORMATION CHA R , X - Type Of System em:V~ qD U Model Number: DISTRIB TI SYSTEM r►t' Sed G 1 4/ 0 k4, Header/ anifold Distribution x Hole Size Ix Hole Spacing Vent Intake T Pipe(s) A. Length Dia Dia Spacing G 7 ! Length / PG SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only. Depth Over Depth Over xx Depth of xx Seeded/So / xx Mulched Bed/Trench Center / Bed/Trench Edges Topsoil O OYes ❑ No Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2: Location: 906 Coulee Trail Hudson, WI 54016 (SW 1/4 NW 1/4 7 T28N R18/W) metes bounds Lot Parcel No: 07.28.18.103B 1.) Alt BM Description = 0 ld dy,w i(ls + ~sl~a. 3 2.) Bldg sewer length = 3 ~V f ~e-~Q~ dye `gw~ y~ s~ 5 `OPAj - amount of cover = ~ °(UJ- ` Plan revision Required? Yes VNo j Use other side for additional information. - SBD-6710 (R.3/97) Date Insepctor's Sign. re Cert. No. PLOT PLAN PROJECT' Robert Linehan ADDRESS 906 Coulee Trail Hudson Wi 54016 SW 1/4 NW 1/4S 7 /T 28 N/R 18 W TOWN Kinnickinnic COUNTY ST. CROIX SYSTEM ELEVATION 95.5' BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of wood corner post P ASSUME ELEVATION 100 Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Property Line (not to scale) 7B. M.* 7% slope Scale = 1/4" =10' 5 Acre Parcel B-2 Grading is to be done to divert run-off away from system B-1 Existing 3 B-3 9 5.5' bedroom 94.5' 1 Welly house Area 15' below 93.5' 1010 V(Apw` k yr~ system is to remain V9 undisturbed Huffcutt DT area of soils not suitable for system ST Tank is to be properly Existing 1000 bedded and provided with allon tank lockdown cover with structurely sound approved warning label Drywells Old sys pumped and buried Coulee Trail Property Line (not to scale) g~ Safety and Buildings n County , 4;;Gf o~z A A - 201 W. Washington Ave., P.O. Box f f Permit Number Madison, WI 53707-7162 G lto be filled in by Co.) Sanitary J Sanitary Permit Application State Transaction Numb" In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental 9 D 4 6 J (9 unit is required prior to obtaining a sanitary permit. Note: Application fame for state-owned POWTS are Project Address (if different than mailing address) 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(l m Stats.s 9D Y~ I. "Iaformation - Phan Print All Isformato Q,' Property Owner's Name d n Parcel # + Property 7076 'a MWing y L Property Location / /0 3 l/ • ~ Govt. Lot 97ju~~ Zip Code/ Phone Number Vhd ~ Section TZ 27 N: R B W II. ype of Building (chock all that apply) Lot # 1 or 2 Family Dwelling - Number of Beelrootms Subdivision Name I Q r- Block # ❑ Public/Commercial -Describe Use' ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of 5 / O✓ C d ownof~ 111L~1/R III. Type of Permit: (Check only one box on line A. Complete Rue B if applicable) A. ❑ New System 04 Replacement system ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Peratit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to Now List Previous Permit Number and Date Issued Before Expiration Owner / IV, Type of POWTS S stem/Com onent/Deviee: Check all that a 0 i ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound > 24 in. of suitable soil ❑ Mound < 24 in of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis reatment Area Information: Design Flow (gpd) Design Soil Application Dispersal A Required i 2 G Diu*w"rs i Area Proposed (ZO System Elevation VI. 'l'ank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tacks , "~eC ft. Sepfic or Holding Tsai: Dosing Clamber U Va. Res nsibility Statement 1. the undersigned, assn nsibWty for installation of the POWTS shown on the attseho plans. PI is Name (Print) Plumber' tore MP/MPRS Number Business Phone Number Plumber's Address (Start, City, State, Zip Code) eXpproved me partment use Only ❑ D' ve:d Per/roil Feee Dab sued Issuing t 3ignalure 0~~L~ n for Denial $ IOZ Z ~7 zo D61 2- 1 Issuing Condil%l t l as for Disapproval 3 d l !5y Septic tank, effluent filter and U dispersal cell must all be services / maintained e~ LO~ . as per management plan provided by plumber. I L r 2 AN.se~ack req #erhents trust be maintained system and sainak the County only on paper not leas than 3 Ut x 11 foeba is d*j SBD-6398 (R. 01/07) Valid dim 01/09 p~enara,Fn Safety and Buildings i gti Toy 141 NW BARSTOW ST FL 4TH I'; r s o~ WAUKESHA WI 53188-3789 3 Contact Through Relay www.commerce.wi.gov/sb/ 'ya ~ S www.wisconsin.gov °sSIONE+U~ Scott Walker, Governor Dave Ross, Secretary January 27, 2012 CUST ID No. 226900, A7TN.• 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: 01/2712014 Identification Numbers Transaction 10 No. 2046565 SITE: Site ID No. 776132 Robert Linehan Please refer to both identification numbers. 906 Coulee TrI above, in all correspondence with the Town of Kinnickinnic agency. St Croix County SWl/4, NWl/4, S7, T28N, R18W FOR: Description: Mound, 3 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1356129 Maintenance required; Replacement system; 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 plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.01/01). The building sewer and distribution network piping shall be of material liste 384.30-5, Wis. Adm. Code. S. C ' In the event this soil absorption system or any of its component parts malfunctions so as4 ate a ~ealth hazard, the property owner must follow the contingency plan as described in the approved plans. I&_' won, the owner must comply with the operation, maintenance and monitoring duties as described in section II 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 1/27/2012 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. ely, Fee Required $ 250.00 Fee Received $ 250.00 V n 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. Cover Page RECEIVED Shaun Bird JAN 2 3 2012 Bird Plumbing Inc. =7Y & BUILDINGS 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 1/ 18/12 Owner:Robert Linehan Location:SW1/4 NW1/4 S7 T28 N,F18 W 906 Coulee Trail Kinnickinnic 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 9-12. Soil test 13. Filter Specifications a cross section Shaun Bird Signature License number 2 900"" ~ C4 v, LCl F PLOT PLAN PROJECT Robert Linehan ADDRESS 906 Coulee Trail Hudson Wi 54016 SW 1/4 NW 1/4S 7 /T 28 N/R 18 W TOWN Kinnickinnic COUNTY ST. CROIX SYSTEM ELEVATION 95.5' BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND XXX SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of wood corner post ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL H•R•P. Same as Benchmark Property Line (not to scale) B • M 7% slope Scale = 1/4 " =1 0' 5 Acre Parcel B-2 Grading is to be done to divert run-off away from system B-1 Existing 3 B-3 9 5.5' bedroom 94.5' house Welly Area 15' below 93.5' system is to remain undisturbed Huffcutt DT area of soils not suitable for system ST Tank is to be properly Existing 1000 bedded and provided with gallon tank lockdown cover with structurely sound approved warning label Drywells Old system is to be pumped and buried Coulee Trail Property Line (not to scale) PLOT PLAN PROJECT Robert Linehan ADDRESS 906 Coulee Trail Hudson Wi 54016 SW 1/4 NW 1/4S 7 /T 28 N/R 18 W TOWN Kinnickinnic COUNTY ST. CROIX SYSTEM ELEVATION 95.5' 3 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of wood corner post ASSUME ELEVATION 100' Filter BEST GF10-8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Property Line (not to scale) B.M.* 7% slope Scale = 1/4" =10' 5 Acre Parcel B-2 Grading is to be done to divert run-off away from system B-1 Existing 3 B-3 9 5.5' bedroom 94.5' house Wello Area 15' below 93.5' system is to remain undisturbed Huffcutt DT area of soils not suitable for system ST Tank is to be properly Existing 1000 bedded and provided with gallon tank lockdown cover with structurely sound approved warning label Drywells Old system is to be pumped and buried Coulee Trail Property Line (not to scale) Mound System Cross Section and Plan View 7 7 7 Feet J t _ A 1 B- T D F G Z. H S I i r - i Z J - L K W 28Y . B Z Jb L Slo e 1 11 = Topsoil = ASTM C-33 = Clean aggregate Cap Material sand fill 0 = 4 in. sch. 40 pvc L .1 %a to 2'/z in. dia. observation pipe Geotextile G H Fabric f~'S S Ft D E J Ft Contour Plowed' Surface 1 Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design vegetation is mowed and raked off the site. The mound basal area (L x W) is 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. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. "The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/071gj Page of Pressure Lateral Layout Two Laterals - End Manifold 4 Threaded o R Cleanout Lateral Turn-up Plug Manifold M X _4 L Long Force Main Sweep r~ 90 <~/J Bend Distribution Network S ecifieations Pressure System Construction Lateral Diameter -Z In. Manifold Diameter Z In. Laterals are constructed of Schedule 40 PVC Orifice Diameter 3 / In. pipe. Orifices are drilled perpendicular to X Orifice Spacing) In. the pipe with a sharp drill bit and face down. L Lateral Len Ft. Lateral turn-ups terminate with a threaded M (Manifold Length) Ft. ceanout plug and are enclosed in a 6-8 inch Force Main Diameter Z In. diameter lawn sprinkler valve box accessible Force Main Length Ftj from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve i Box Page of 03/05 lgj Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturer Minimum Pump Performance Required Tank Model Number 0~ ( , Ft TDH~ Total Tank Capacity 6 3 v GPM [ Max. Bury Depth Feet Pump Manufacturer ad - *Network Dynamic Head (TDH) : Pump Model Number e - Alarm Manufacturer 3,0 f - Fi/, S sure Loss Alarm Model Number c.. t/ Force Main Pressure Loss Switch Type C' G Total - - Manhole Min. 4" Above Grade Vent Min. IT' Above Grade Weather-proof With Locking Device With Cap Junction Box L Now M fir ws f.w r - Finished Grade r f.r 0" NO am `a M T f.,4) fto Depth of Cover Ft Disconnect G~ Means }<,i i S K i i K i i t i i{ i i a a i t i; K a a t a a a a a; S f t x a x t i x "-!4 ; K i C t ; a Outlet Inlet Switch Settings and Reserve Capacity Tank Volume = S GPI - - - _ _I 'e' fsa Dimension Inches Volume Gal. a i > A s 'a (reserve) A 4 r<a (alarm) B 2 3 Weep ' i Note a t (dose) C 40 .5, { (dead) b Off Elev. ti Total SYO Ft C - ; "x Bottom of Tank Elev. 2 Ft D t K a a s> a s. a a a r a a a r a> a s a a a r a a>>> 77" a a a> a> a r r>>>> t i.{ < i i i i S S t; i i i i 0 i S S i a i K K K S S S f S S S S x i K i f i S t i f x K S{ K t C C{; i K a <'t GENERAL INSTALLATION: The dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock) installed. 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. The force main is sleeved with 4" Sch. 40 PVC to bridge the excavation and is sealed watertight. Electrical service complies with NEC 300 and Comm 16.28 Wis. Adm. Code. 03/05 ]gj page of 4P LeSertiet 91W; **"7 9EH SERIES BUMP/E '`F'LUEI"' ""T" PWINW, 11.65 8.95 0 $paelfleat ne - m G11. mm 1► 811us 81tw11a1 0111111 um ~ ~EL 11M ittll~1116 r0. IN IN.W 4011mm I7 t/ t1t 11r ou Rl fbi 121111 88t-am 509380 Imp 41"0 115 34 134 1000 70 64 55 41 32 13.1 2Q' IN 9.11 01M401 I" 509340 Wm 41'0 280 34 &5 1000 76 64 55 N 32 Ito 21 " 9.11 1164 lam 90i-pe-0 509368 UEo 400 115 7M In 1000 70 81 55 A 32 its 20' 27 8.11 , IfrAIt 1 W1WR 50= Ira its 231 3W 65 a 70 ~ A 55 #1 32 in ;V - - 27 1.11 t 1t61t1m Co,~lWssr4 0rtyli3rd-"LittleClrtUMrw4srPUmgmr~lldrself~aKduAr~sNiyaslryaronnwlMAU1Mi1MMdrMeMl~lN~t~-' FLOW- LITERS/HUM tined" 0 1000 2000 3000 Motor Housin EPOXY Coated Cast Iron 1- ier Material Poly Catbomu Impel... Io Volute 74n Power Cord SJTW-A 4 20 Mechanical Shalt Sal N"e with carbon and s ceramic faces Fasteners Stainless 5tteel ►0 Sllati Rtainle Seca) a jp&; I Upper 8lem and Lower Eiall Bearings 0 TM 11111 0 0 20 40 60 80 FLOV- GALLONSMINt1TE PLJW PERFURMANCE CURVE Little Giant ~iLip Co. U3v 60HZ PO Boat 17810- UklWmm Ck%OK 13157 Vk0VW 415-WJSU -Fes; 403.230.1330 Its QWOtpanMv{ms~Y1tIK10t4_ www.LlttleGiantramp.com ~ kxrn eatt93a-o?to3 FNT PLA14 POW S OWNER'S MANUAL & MAMA $ CATP"T FILE VoORtaAMWN c Sol ~ e1rJ ~ j [1 AL r $ep8aTionk p~lttt# E~Iw~lt~ r- e- af+t STF- n w p ` Cl NA MwtFRer U"W ~tant>,f of 8rd ,I~,NA PurtfpTtlu~c C to 3 ~ u t31,L MW O( Oota Ultb punp Tank a w Ad Am (lMrl tee J.~' . Pump Mon ❑ NI O..Ow RoW L-9 Pump Uo" 0 pow Perie to MonlhfY • n w mg& O Mist AetVI~cn ©wsaland Fau6ol4LGMNW (FOG) s220 ms/ a c ~ n CHher- mks" OwnwA (>t~0al 900 mat. f i M7ound - [3 t eradur:> aVIl~ ~O ne Thad c rim sto~ e>t l1 tZ ti r ~nw,e now read slismsar trstWw"hW Mcdnujtt FJIkWatt ! K l ~ paat~M4sQ L 1 Nervfaae Frequency fs' t C1 s} tMsxtMunz 3 yess.) At feast once aver'!' (Yj) of tank volume : nspoc t oanditlan of tenlc(s) When cormbined sludge and SOMI G s~~` r(s} (Meximurn 3 yrs.) Pump out contorts of tanic(O least once ~aMary C3 months Inspect dirperssl ca(S) at lefnrt once every Q moms Ks) c'sieali Bftllrettt At lit Omw every B o WA g ryOnm* bumo. fuP every a . d Vitus f+o0wais erw vresswe tot at+Rrm At least once VWY C3 r vct II yiear(s} D NA At lariat once O~rery Olhra Q trtonfi $ yarr(sl O NA At least Cnc* avert MAil TOdANM OUrrIWC1'IOW stle ahaw tl+e inodo, by an indiVkttt8l oltrrylnP 018 of the or anapeoBorr~ offaleafot a1fIQ dWwnW ca P& MM tri ow Pk=W, nIl DOW Ptwr„ber Ravi misd 8ieaiwr; P kIwrft sJW' I - a or kocko r cotwoodonw. SerMiol V Tw* kwPowwwo mtMt Irtraluds a vbttml Msptlefttan baaac up ~ c10 ~t~ tlIr tttllr ~ ieutt levels qwaw. trrrri+snw. is wnwy ant cNaails or mom awww+e the vottow of combine! a kORD and Bourn or WAVAV at tMl UWg on go gmund aasfi 06L The dtsptuOW st1llta be wiswi' h"* ~ ~ ndb* of oflWent on the WOW- In the aba► n alien Von and fa do* fOr ~ a>~d~ of efflttettt can the 9roU~ 00 k Taal noulawy audwoft rocmd sas4atet► a ~g ~ and ~ Use immedilats on OW scorn fn any tank egUW9 oM abed 00 SIT moos Of go tank voiurtel, the When the 1fJIfM Kw Of"Oe $ ~S .1d ,dam Of M ~'vh- NR ent" M=vW by 113, VVAKnM to Admkvwadm Coda - oK and any .rho 6&*R of ethllt g bars. nM%WkW "pM"urlsoed P caampont .Amy ad by a WOW POW TS &U'nb*w fherrr~ or Of 42 ltlonths or tt shalt be peddm ~ Sant A servkte rBpi* aahati'be pr+otl(flatf to #IUS waft regulahuY s~ Vt iJrl 1t? t 5 of com START UP AND OP UTION or atlrer c=ar mom mil, ycbr to um Greve POW M daedc,trlortr W WWV fbr fhe "Waft dtM*ft RWttcts ammk oas OW aW linpeafe tfra born PUMN =War dMfte tha WWX If Itlgh erarlot j&A& s 3M d~ected have ftrv contfenle of the taanigsl rea mmad by a sep"a servt OPOWW prior to use, page nfT • System startup shad not occur vvhmsrr'sc»3"conditions are trorzen at the infiltrative sutfa+ce_ During r plump tanfcs tray t it above normal tilgtmater fevejs_ When paw+er "ts m&1omd the arge of to On dupe zi C0 {(s) in one Wge dose, overfoading the cogs) and may resuit in the trd 6W or Surface surface died e Servicing ptlor 'situation have the contents of the pomp tank removed by a a: sf rifer SLrtesk*V pmer to the effluent pump or contact IS Plumber or POW~ =W aPaNOW efts Pump ovr:brb to restore normal levers wimin the pumrs to njL hWRta'ner to Edo not drive or park vdvdee over tafft and dtsperW hells Do not cfdve or park over, or otbW*be disturb or bpd, the a»esa within 15 Beet down sbpe of any mofmd or at-grade sa ab.;orpoon an3m Reducfion or erantnadw of the ftffw&ing from the wasL91VOW stream may improve the WtmsWe and prolong the He of me POW & an ftWw_ #W •otgarette butts; Condoms; 00tton swabs; degmwei deter( floss; diapers; disirttiecdgttfs, fate fio ndagon dmIn (wimp purnp) wader, fruit arld vegetable pee&gX gasoline; scraps; M&&iFotrs; ~ Oohing prtaduc~ta; P der. sanitary napkins tam 5~ ~ meat ponce: -snot water sottenw brills. ABANDONWENT When we POWts faffs andfor is permw atitty.taken out of service the fotlovAng steeps shaft Ir taken to insure dam the system is PmPedY and safety abandoned In cnompli incae with ch_ Comm 83.33. Wismnsin Adttttntsfiatfve Code: • Alt piping fo tanks and pits small-be disconnected and the abandoned pipe opening's seaied_ • '11,, oonamits of aft tanks and pfls shall be r-ernoved and properly disposed of by a Septage Servicing Operator. Ate pumping. all tanks and pits shalt be excavated and removed or their covers ramcnfed.end the vew sp®6e tilted with sort, gravel or anoMer Inert solid material. CONTINGENCY PLAN If the POWrS tails and cannot be repaired the fWrowing measures have been, or must be to compliant rent system: - tCCn, to provide a t7ode 0 A suitable rwplacerront'gres has been evaluated and maybe utilized for the location of a replacement system- The mpta cement area should be protected from disturbance and comoernent sal, be infringedupon patillon and should flat by required setfiacks fram existing arfd proposed structure, tot lines and wmelfs_ Ftedure to protect the replaraament area will result in the need for a new soil and site levaluatiion ttD estabgsh a suitable rePlacement arses. Replacement systems must cOmply %Wth the rules in effect at that time_ O A suitable replacement area is not avar7able'due to setback andfor soil fire t bons_ Barring advances in pOWrS technptpgy a twlding tank may be installed as a last resort to replace the farrd POWi'S_ The site has not been eveluaaded to identify a suitable replacement area- Upon taalure of Me POWTS a sofl.and s s evaluation must be petfnrrited to locate a suitable rePlacernent area- If no re holding tank maY be inslalfed as a last resort to replace the PisQerr+ent area is available a Maundd and gMds Soil fared POWTS_ abscrcption systems may be r~nsWcted in place fnQo►ving removal of the biarrtat at sur4cae< Re"Obueffons of such systems must comply with fhe rules in effect at that time <<W4RNIMG>> SEP71C, PUMP AND OTHER TRrATfJENT TANKS MAY CONTAIN! LM-HAL GASSES AMD/,OR INsuFFict~ o~•G~. DO NOT ENTM , gEPTYC, PUMP OR OTHER TREATMENT TANK UMDM ANY CIRCUMSTANCES. r)EATIi y4Ay RESULT_. RESCUE OF A PERSON FROM THE INT L-pjOR OF A TANK MAY BE DIFFICULT OR ImP. ossIsLE. ADDMONAL COMMENTS POwTS INSTALLER POWI"S MAINTAINER Name E Name phone ;EPTaGE SERVICING OPERATOR PUMPED Name ~ LOCAI. REGt1LATtJRY At17HaRRY r JP AWr-y Phone /j - t7'/ 5`- o~ Phone "S Gjc~ 5 Z74V A his °O *ar d6ftd by,ttr sus *Few /c-i^- ~O amen Lxiw~ rrh Cam ° +~Qur~ara°ncs aF 83 -7 Xt luette and Wawd a Couaty ZMhV ,and Sandatlnn agapbr, ThIs doarfnrrrtt meets aMfe fr,,e poo maarv a of ft Powrs. ' 83 54(11 Czl & (3), Wrsoortsirt A.*rjM~ Cad-. Use of ftr dbmwt does sot ' caawrz~nal V11sconsin Department of Comm." Division OfSefatyandBuildings SOIL EVALUATION REPORT In accordance with Comm 85, Wis. Adm. Code Page of Attach complete site plan on paper not less than 8 112 x i 1 inches In size, plan must County include, but not limited to: vertical and horizontal reference point (SM), direction and percent slop's, state or dim anions. north arrow, and location and distance to nearest road. Parcel I.D. a Please print all lnknft f/on. a arsons" infOmletion YOU Provide may be used for ~Y Reviewed by r PAY Owner ~ndsrs' PurPoeea fPriva law,:. 15.04 (t) (m}}. Date Go Property Location Propertynef s Malting Addr Govt Lot LJ 1l4/(/f~J114 S 7T N R ?E ( W Lot # Block # Subd. Name or CSM# Gc State 'p ode ►~frrlber "r city p Village Town Nearest Road ❑ New Construe us eskiendal / Number of bedrooms derived _ acement Pubic or commercial - Code design flow rate Describe- Pent material U---- GPD General comments Flood Plain elevation if applicable • : WW n1cu mendations: - - ft. System Type System Elevation # ❑ 8onne Pit Ground surface elev. ft y~ ~pth Dominant Color DePIt► to limiting factor C.~ In. MunaeN Redox Sz. Cont. Descrip8on Texture Structure consistence Btu nation Rate SON in. Qu. Color ndary Roots GPO Gr. Sz. Sh. `EN #1 *Eff#2 v a 21 Spring # Boring Pit Ground surfew elav / ' y/1 Etorizon fl• Depth Depth to Nmfline Lector Dominant Color Rednx~ / in. In. Mussel! R do Copt. Color Soar radon Rate cture Te> Gr. Sz. Sh. i~ n~tY Roots OPDRF Z 'Etl#1 'Eff#2 s ~ r I ..J ~r 'pEth~fmnt #1 = Boo 30, 220 ~ CV I vP08 P(~~) Md TSS >30 < 15o Bird Plumbing, * Effluent #2 = 800 < 30 mg/L and TSS a 30 g, Inc. Shaun Bird men Address CST Number 1008 192nd Ave, New Rich Date Evaluation Conducted 226900 mond, WI 54017 Telephone Number 715-246-4516 Property Owner, Boring # Boring Parcel ►D # page --Of Pit Ground surface elev. --951 Z n Horizon Depth Dominant Color ~P~ to Ikr►Idng factor -~;-7'-- in. R~OX Description Texture Soil ication Rate in. Munsep Qu. Sz. Cont Color Structure Consistence aoundary Roo* e, f0 ® Gr. Sz. Sh. GPD/f 'Eff#1 'Eft#2 Boring # ❑ eoring ❑ Pit Ground surface elev. Depth to limiting factor Horizon Depth Dominant in. in. Munsel+ Redu~( Description Texture Structure Con Soil iicallon Rate U. Sz. Cart. Color Gr. Sz. SN s+slence Boundary Roots GPDIN . 'Erf#1 'Eft#2 El B.M # ❑ Boring El pit C~d surface elev. Horizon "leplh Dominant Color Depth to Ihrtidng facsor in. on. Munseil Redorc Description. Texture structure C SOO icallon Rate Gr. Sz. Sh. 'Eff#1 •Eft#2 ' Etlkrent #f = BOb, > 30 < 220 mWL and TSS 130,-:150 • Efltrerrt #2 = BoD6 < 30 htgJL anti rss r 30 ,,,L The Department of Comm need materia erce is an squat oFPortynity service provider and l in an alternate forma toyer. if you need assistance b please contact the apartment nt at 609-266-3151 to access services or SBD-6330 (R.6Mp) or TTY 608.264-8777. Soil Test Plot Plan Project Name Robert Linehan Shaun Bl Address 906 Coulee Trail Hudson Wi 54016 CSTM 6900 Lot Subdivision Date 1/18/ S W 1/4 N W 1/4S 7 T 28 N/R18 , W Township IGnn• nnic Boring 0 Well PL Property Line County ST. CROIX BM or vRP Assume Elevation 100;ft. Top of wood corner post System Elevation 95.5' *HRPSame as Benchmark Property Line (not to scale) B • M • * 7% slope Scale = 1/411 =10' B - 2 Scale is 1" = 40' unless otherwise noted B-1 B-3 95.5' Existing 3 94.5' bedroom 93.5' house Wello [area of soils not suitable system 00 sound /Drywells Coulee Trail Property Line (not to scal e) A _ I j I i h 74 I l 75 I ~ ~ l I 75 11 r-y l I 1 ~ I I I ~ l i! 5, 115- Fam I , l l Ij l l ! 'i l f i~ i 11 i a. i' 06598 HOR'TON GAY NORTH Pa I' 8C NY CITY, MI 49711 1-889-99.9-3290 FAX 1 ; 4 -"582- / 324 i SIM/TECH FT[TEP A7" Y IFTATI. ?ATFNT 5B85,16< 1 J HOWERY. GARY ra~r OwIC 96/Z0 39t1d 0~4 dwnd Q3mm -Bdd ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK 15 t0 CE?.rtlfY that I have inspected the se tic tank ervin g the 4/~,~~~~ P presently reside e l Section located - i_ T- e N , R`/nW Tow,-, c>t' . Upon inspection, Tow,-, functioning the tank and nd propbaffleserlyto certify that I have foujjd be in good Condition, and it appears to be , ~.-ast time serviced: flow back occur from absorptio y e s n system? No - (If no, skip next line) Approximate volume or length of time; ('~~IE~ - gallons - mi n 11 t e s acity' Construction: Prefab Concrete Steel Other nufacturer: (If known age of Ta If known).: rt, l v ure) cc~~ ~125~ (Name) p se print Cfft (License Number)-- - - Uate L- [~'carm to be completed by licensed Statutes} or Licensed Disposer plumber (s.I45.06 , Wisconsin Code) (NR 113 Wisconsin Administrative - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Plumber (applying for sanitary permit) Certification:` Iri accepting the above statement regarding existing septic tank condition, I certify that the tank to the b conform to the requirements of TLHR 83 of mY knowledge will inspection openin over outlet baffle), WW' Adm. Code (except for Name Signature MPJMPRS , ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND / OWNERSHIP CERTIFICATION FORM L Owner/Buyer eA,+ Mailing Address Property Address (Verification required from Planning & Zoning Department for new construction) City/State Parcel Identification Number O oZ /D jQ - ~j',TD LEGAL DESCRIPTION ` Properly Location~0 % ,/V~ %a , Set;. , TL' 6 N R ( 0 W, Town of Subdivision , Lot # CerliBed Survey Map # , Volume , Page # Warranty Deed # Volume ~o , Page # Spec house yes Lot lines identifiable( y~ no SYSTEM M[AINTENA~TCE AND OWNER CERTIT'ICATION 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 iu proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is leas 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, heroin, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe cer ft that all starts on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms _ e a_l ~I -z- SIGNATOM 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 refermmce is made in the warranty deed (REV. 08/05) Vp)UUW--rPY DEED: To Htubsnd and Wife as Joint Tenants roRbI 399 (90-deed) H. C. anus CO.. M.LWAVY[r - 3 17159 BOG.K d0 PACE This Indenture, Made this........... 22nd day of.............................. March............................. in the year - of our Lord, one thousand nine hundred and---------- seyent~y three ...between .......--.George E..-Timmerman and Eleanor M: Timmerman, husband and wif_e_ _ part ies.of the first- part, L - - - - - ° - _ - - and------------------- - -Robert W. Linehan and Janice M. Linehan, River Falls, Wisconsin, of-........................... - husband and wife, as' joint tenants, parties of the second part. Witnesseth, That the said part.-_A§e§.... of the first part, for and in consideration of the sum of , Seggn._Hundred__.~$700.00) -v -_------Dollars to ti _Jin hand paLd._-by-the said parties of the second part, the receipt whereof is here6y:c nfWsedzgjj4 f acknowledged, •ha.. v_:_. given, granted, bargained, sold, remised, released, aliened, conveyed and coi'rr8etl,ii~ t'-• these presents do_........... give,•grant, bargain, sell, remise, release, alien, convey and confirm unto the saieparties'-::~f the second part, as joint tenants, the following described real estate, situated in the County of_......... Sw,9.w T..•-_:, ..............................and State of Wisconsin, to-wit: ' A parcel of 1.0 acre~locatted..in the SWk of the VWk of Section-,7, T_ 28- N,_ R 18 Til;,: . further described as follows: 'Beginning at a point on the West lae of said Seciioa 7 a distance of 252_.5 feet North o£ .the SW corner of said NWT, thence continue N along the section line 66.0 feet, thenceR parallel with the quarter line 411.0 feet, i thence S parallel.with the section line 318.5 feet, thence W along the quarter line I 66.0 feet; thence N parallel with the section line 252.5 feet, thence West parallel- :i with the quarter line 345 feet to the point of beginning; the West 33 feet and the extreme; -1: South 33 feet of said parcel being used for public road. 's i A~ 'i TRANSFER - FEE - - - -1 •rogether with all and singular the hereditaments and appurtenances thereunto belonging or in any wise apper- taining; and all the estate, right, title, interest, claim or demand whatsoever, of the said part.....19O of the first part, • :u either in la-%v or equity, either in possession or expectancy of, in and to the above bargained premises, and their heredita- j ments and appurtenances. I! To have and to hold the said premises as above described, with the hereditaments and appurtenances, unto the At said parties of the second part,zWz-Joint tenants. - - - - h And the said... George E . Timmeman and .Kleanor M._ Timmerman, husband and wife, I~ .....--part.. ies..of the first part, i~ for . , ..._......their _...heirs, executors and administrators, do ....................covenant, grant, bargain, and agree to and V with the said parties of the second part, and to and -with the survivor of them, his or her heirs %ps---assign, that at the time of the ensealing and delivery of these presents......... .................................well seized of the premises above described, as of a good, sure, perfect. absolute and indefensible estate of inheritance in the law, in fee simple, and that f the same are free and clear from all. incumbrances wliatever........... _ and that the above bargained premises in the quiet and peaceable possession of the said parties of the second part, as joint tenants, his or her heirs and assigns, against all and every person or persons lawfully claiming the whole or any ~i part thereof they............ Will forever 1ZTARRA\T AND DEFEND. l In Witness Whereof, the said part es . the~r...._ ...hand V:and i' _ of the first part haVe------ hereunto set ;i seal-2L-this ...22nd. day of... - exch.......- A. D., 19 _ 73-.. , Signed, Sealed and Delivered in Presence of Sr ~ai.) -.>r - - Georg Eleanor E, MT mmerman y~ • e_. - (sE.L) Timmerman Z' John W_ Davison / (SEAL) :i Darlene J. Gilles is STATE OF WISCONSIN, P - _ - . _ _ - • _ _ PIERCE.. ..Coumt.y i t Personally-carne before ni%zthis 22nd day_ of_...... --March"- „ - , A. D.' 19...7.3-_-, _ i the above named .-George E, Timmerman and• Eleanor-'M,..mmerman, i}sb :a d•-~.i~ a}_-----_-.---__ .--v--•°•------- i - - - to me known to be the person.. S.who executed the foregoing instrument and acknowledged the same. ~,a`~~ty•AjH""O+, 9 THIS INSTRUMENT WAS DR14FTED BY: John We avi• r • John We. Davison ! Attorney at Law Notary Public ,._........P.~',`,~ tH,~•C ',~i. River Falls, Wisconsin S. ermahg nt~ ~M NK it My Commission I, (Section-59.51 (1) of the Wisconsin Statutes provides that all Instruments to be recorded shall have plainly printed or typewritten thereon the t~{ name of the trantors, gruntces, witnesses and notary) f{+ _ ~ O b [~-t b O 1 ~ a~oi 1 - = 7 = ■ L t y V -3U ~~j. =A =a LLJ l Ji in ° O1 `s s; 4 04 f3k CV, - 4 i i = W +x a o SJ Cri d i ! i C7 mod`- i 0 I _ ? cri i I 4~ 'a JUU PAGE ~13>s Wisconsin Depa nt of Prmerce SOIL EVALUATIYe f O T~ Page of Division of Safety a Buildings ` 7 rdan with Comm 85, Wis. Adm. Attach complete it plan 1 paper n ! I t 81 11 inches in size. Plan must include, but not limi to: vlc point (BM), direction and Parcel I.D. percent slope, scat r d_irp ovation and distance to nearest road. 0 2.;2 se print all information. Revie d by ~Dfat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). z Property Owner Property Location W 2 ~6 11 Govt. Lot 1 /4I(/64,A 14 T 73 N R /Y E( Property Owner's Mailing Address ~ Lot # Block # Subd. Name or CSM# Z9 e - le-0-1 71- City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Yas- u ' - w) o (i.,-) it o ❑ New Construction Us esidential /Number of bedrooms Code derived design flow rate J GPD rfRpplacement - Public or commercial - Describe: Parent material ~l Flood Plain elevation if applicable General comments and rooonunendations: o System Type System Elevation / / ❑ Boring # ° Boring RL J ' Pit Ground surface elev.Q ! 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 j LX Boring #Boring ~y Rpit 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 'Effff#2 se F-i 1411) Effluent #1 = BOD > 30:< 220 mglL and TSS >30 1150 ' Effluent #2 = 130D.130 mg/L and TSS < 30 mg/L CST Darns (Please Print) lure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 e::~ 715-246-4516 i Property Owner _ Parcel ID # Page of Borin9# Boring J 2 Pit Ground surface elev. ` ✓ t ft. Depth to limiting factor .n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/rf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 '042 a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mgA- • 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 (8.6/00) t Property Owner Parcel ID # Page of ® Boring # rpiiii ng Ground surface elev. ft. Depth to limiting factor _z~z- r. rn 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##11 •Eff#2 o~ -3 17 12 ,n Boring # ❑ Boring F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 'Eff42 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sal Application Rate Horizon 1epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 • Effluent #1 = BOD, > 30 5 220 mg/L and TSS >30:< 150 mg/L ' Effluent #2 = BODS 130 mg/L and TSS 5 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-6330 (R.6=) Soil Test Plot Plan Project Name Robert Linehan Shaun )ii- -----Address 906 Coulee Trail Hudson Wi 54016 CST 226900 Lot Subdivision Date 1 /1 12 S W 1/4 N W 1/4S 7 T28 N/R18 W Township Knnickinnic Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of wood corner post System Elevation 95.5' *HRPSame as Benchmark Property Line (not to scale) B.M.* 7% slope Scale = 1 /4" =10' B-2 Scale is 1" = 40' unless otherwise noted B-1 ❑ Existing 3 B - 3 95.5' bedroom 94.5' house area of soils not suitable for system 000 93.5' /Drywells sound Coulee Trail Property Line (not to scale)