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Home My WebLink About010-1083-20-070Wisconsin Depurtmentofj-ommerce ~ PPIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Mueller, Fred & Christine Emerald, Town of CST BM Elev: Insp. BM Elev: BM Description: (~ /C~ I~YV~ G' cST TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~ (a, ~ul, i..~ : rf ~LX~~ Dosing ( ~Z'. ;~...,bC~ ~;` C•C (~i~~ Holding TANK SETBACK INFORMATION TANK TO P/L ~ WELL BLDG. Vent to Air Intake ROAD Se tic p ~~ i ~ /~ ~ I` ~ N 1 ~~ ~, Dosing ~ ~fj ° J ~.C~ ~ O .. Aeration Holding ~~ ,~ _ ,~ PUMP/SIPHON INFORMATION ~-""" Manufacturer Model Number ~, n 1 Length r Dia. _,~ Dist. to `~ ~'" LW~ Demand `~ GPM 5 ~~~ SOIL ABSORPTION SYSTEM ~. r BED/TRENCH DIMENSIONS Width j g Length i ~ No. Of Tre es ~ PI'r DIMENSIONS ~~ No. Of Pits ~ Inside Di\a. ` Liquid Depth ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufacturer. INFORMATION Type Of ys`'t~: ~~ ~~ ~ , /~ ~V UNIT Model Number. ~. e~~nrn~st ITIA-1 @VCTCIIA Header/Manif Id i~ 9 i Distribution ~ ~ j ~ Pipe(s) ~ x Hole Size ~ ~ ~ x Hole Spacing r ( Z Ve to Air Intake ~ j+ ~ Spacing~ th Dia ` L ~ p O , Dia Length _ eng vv~~ ..... ~.. Depth Over , .. ~ ~~~~....-...~~..,...~ .....~ Depth Over es h Ed d/T B .......----- -- - -- - xx Depth of Topsoil ~ - - xx Seeded/ odded xx Mul ed ~] No es ~ i BedlTrench Center ~ ` ~~ ~ g renc e , es L ~ No . _ ~ 3.15 ~7,~ -BZ ~~ E ~k COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~G / ~ ~ /U~ Inspection #2: / / Location: 2438 County Road D Emerald, WI 54013 (SE 1/4 SW 114 34 T30N R16W) IJA Lot 2 G~tuQ P el No: 34.30.16.5080 ~ ~ ~CJ ate.. ~ OvJ <~ 1.) Alt BM Description = ~~~~ ~l P (, J 2.) Bldg sewer length = ~~ -amount of cover = +i thn~- "`~ Cu ~ `)~ ~ J ~~IZ~laS _ --- 1 - -- -- -,-~'-3~ Plan revision Required? n II nformatidn. No i ~ ~ T.+ ~ ~ ~ ~I' I -- _- - -- -- -- -------- - --- - ~ ~ ~1 -~ Use other slde for additto a Date Insepct s Signa Cert. No. SBD-6710 (R.3/97) county: St. Croix Sanitary Permit No: 479472 0 State Plan ID No: Parcel Tax No: 010-1083-20-070 Section/Town/Range/Map No: 34.30.16.5080 STATION BS 3. HI !b3• FS ELEV. / Benchmark ~, ~,(~ ~~,~ l~3b Alt. BM G; ~~. Cam .Z ~ ! ! + $. !. Bldg. Sewer .7+~ a ~ ~ ~ +~ IS • I SUHt Inlet o ~. t~ SUHt Outlet '\ i. Dt Inlet ~~ Dt Bottom O ~~, Header/Man. ~ ~ ~C 7 ~~®, i5 Dist. Pipe ~' 2 ,L}~ eaa , ~ 3 Bot. System ~ T ~~ ' t Final Grade St Cover ` t~°.`~~ ~ Z 7g a~J~ ~,C~ 9~ ~ 1 a+ zz +a is W '~ z to to w 12 J ti to a 6 d z a zo 4o so y- o 0o too t2o GAPpGrrY GaLLON3 PEq MINUTE 'All EC6/EC>/EH7 Seriee pumps have 3/4" Solids handling bil " ~~ ~~` ~ ~~ capa ity and 2 NPT discharge. Y ~~ ~ ~o t' - Cuctpmer Sefvicr.:18881782.7~~83 ^ Far Ordcra: (80p1176.9d46 ^ Www..+rertteD^mps.mm ^ Sra•Rite Indystrks, Inc . ^ DetdVOn, WI 331 IS USA 5395355E (A/pll 10/27!2005 13:46 17156581344 TOM GUSTUM P~„,;+ ~ ti~99r2 s-ra- ra~~r~° i^m ...L - u: 7^ war I ' ° O .., . ~600~ Dimensions (In Inches) are for estimating purposes only. •' ~ Catalog' Nurtlber P ~ ~ Max. load Am s • Volts Phase/ C les Cord Lt:rt th Mechanical 5witth EC650120T 1 2 t2.0 115 1/60 20' Tethered ~EC650120M 1/z 1Z.0 115 1/60 ZD' Manual EC650220T 1/2 5.6 230 160 20' Tethered EC6502ZOM 1 2 5,6 130 1/60 2D' Manual EC650320M 1 2 5,5 208-290 3 60 20' Manual EC650420M 1 2 2.7 460 3 60 ZO' Manual EC750120T 1/2 13.0 115 1 6D 20' Teth red EC750120M 1/2 13.0 115 160 20' Manual EC75022pT 12 6.4 230 1/60 2D' Tethered EC7SOZZOM 1 2 6.4 230 1/60 20' Manual EC750320M 1/2 6.0 208-Z30 3 60 20' Manual F.C750420M 1/2 3.0 460 3/60 20' Manual EC7100ZZOT 1 6.6 230 160 _ 20' Tethered EC7100220M 1 6,6 Z30 1 60 20' Manual EC7100320M 1 5.$ 230 3/60 20' Manual EC7100a20M 1 3.0 460 3/fi0 ZO' Manual HIGH HBA, D MODELS EH7501ZOT 12 12.0 115 1 60 20' Tethered EH750120M EH75022pT 1 2 12 12,0 6.5 115 230 1/60 160 20' 20' Manual Tethered EH750220M 1 Z 6.5 Z30 1 60 2D' Manual l:H750320M 1 /2 5.Z 230 3/60 20' Manual EH750420M 1/2 2.7 460 3 60 20' Manual EH71002ZOT 1 8,7 230 160 20' Tethered EH7100Z20M 1 8.7 230 1 /60 2D' Manual 1:H7100320M 1 6.0 230 3 60 20' Manual EH7100420M 1 3.1 460 3 60 20' Manual ~ r PAGE 01 N ~ ~ ~U VYl a h~ CurU~ r ~ r ~ GAPgGnY LITEPi3 PRR MINUTE o so too ,sa zoo s5o soo aao aoo aso Safety and Buildings sio County St. CI'D1X ~ ~ 201 V';. Washington Ave., 16 ~scons~n Madison, WI 53 - 7162 itary Permit Number (to be filled in by Co.) (608) 266-315? ~"l ~ ~ -1 Department of Commerce I / Sanitary Permit Applicati n ~~'~~ ~ tategP082LD. Number ~® 7~~'S ~~ In accord with Comm 83.21, Wis. Adm. Code, personal informat n you provide may be used for secondary purposes Privacy Law, s I5. (1)(m)` i_ ,., ~~ - ~ p ject Address If different than mailing address) 2y 3~ I. Application Information -Please Print All Information ,Sr CFA ~1X ty Rd DD ~ ~ COU Q - Property Owner's Name FFICE eller F d M arcel # of # Block # 010-1083-20-O~Q~ 2 re u Property Owner's Mailing Addres - Property Location ' 1415 Broadwa At. A t 5 S 1)~ '/<, SW'/4, Section City, State Zip Code Phone Number ,(~ T ~ N; R~W ~ s S~O Hammond, WI 54015 715-796-5362 II. Type of Building (check all that apply) ~ ~~ ~ M Number Subdivision Name C S ~' '`~~~ X 1 or 2 Family Dwelling -Number of Bedrooms 4 ~ 7 ~ ^ Public/Commerctal -Describe Use ~ Un . ~!/J~®.h. ~lQ&4~ Vol 17 Page 4595 / 3 ~ ~~ ^ State Owned -Describe Use ^City_^ Village X Township of Emerald III. Type of Permit: (Check only one box on line A. Complete line B if applicable) `~~ X New System ~- ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: (Check all that a I 0~'t ^ Non -Pressurized [n-Ground X Mound > 24 in. of suitable soil ound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ / Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application ate(gpdsf) q Disperse Area Required (sf) Dispersal Area Pro osed (sf) System Elevation 600 6e9` Sl 1 z~ O . ~ ' - v .~j ( 600 f ~U-{t _ ~^i+4R ~ I~~-~ 99.43 `/ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank X 1200 1 Skald Pre-cast X ,S//'J~^jt ~/ a Aerobic Treatment Unit Dosing Chamber X 750 1 Skald Pre-cast X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Tom Gustum ;~~ 0~ 227618 715-658-1344 Plumber's Address (Street, City, State, Zip Code) N13450 937"' Street, New Auburn, WI 54757 VIII. ount /De artment Use Onl pproved ^ Disapproved Sanitary Permit Fee (~ncludes Groundwa r Surcharge Fee) ~L.!'1 ~ Date Issued ~~ Issuin A t Sim t o Stamps) ! ~ ^ Owner Given Reason for Denial 77 ~~11 ` 3 ~ ~~ r IX. Conditions of Approval//R~e/a,~sons for Disapproval 3 ~` S~~ ~-~"~~~ E~~ n. YSTEM OWNER: 1 Septic tank, effluent filter and C/et~•~ad ~l ~" ~` ~~G'"-`~~ Nit dispersal cell must all be serviced // mad ~ i ~d~ Q~~u~n.G2 .3.~ ~~~ '~~ /ry~ld'6~'tD~->~ as per management plan provided bvnlumber. / ~! I /( , 2. All set ac c requirements must be maintained / - /'~~~~~ > ~ ~ Y~~ -f'-"t~"'` ~ Z) li bl d / i as per app ca e co e ord nances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x I t inches in size ~0 SBD-6398 (R. 01/03) ~• r, W 0o I .. i ~ ~ / ~ W ~~ $ ~ ~. N "~ C/Yr/Y ~ ~~ ~ ~ ~ m rn ao ~ ~ r r o n~~~. m ~------,_ ~p ~ N Z '~, ~~~o~ ~- _o~~ -~ n ~ °, o ~ ~,,,---------- -- -- o' c O~ ~ ``` v ~ ~ ~ cn ~ ~`'~ ``` ~~. -~ .--~- gyp,, V N N O ~_ ~ ~% 3 ~ \~`~ ----~~ ~ ~ ~ W ,q 'ZS' r ~ ~ •~ %' O ~ ~ n ~ W ~ ~ ~v <~ _?~ ~~ O ~ a ~ O '~ fC/1 ~ ~ O N n Q N ' ' E ~' ° m~~m a~ c d ~~ ~3 ~n S ? ~. ~ ~ ~ s,Q? O ~ c ~m 7,i~ m _ `"`oCCCC ~ ZCN~U ~`~'n ~~ w~ ~ ~ ~ ~ P~ 1. m Cl rl Ic ~~ IC v r c 0 ri• I~ IC 7 a~ commerce.wi.gov ^ ^ ~scons~n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 23, 2005 OUST ID No. 227618 THOMAS GUSTUM GUSTUM SEPTIC SERVICE N13450 937TH ST NEW AUBURN WI 54757 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23;2007 SITE: Identification Numbers Transaction ID No. 1188082 Site ID No. 703410 Mueller Please refer to both identification numbers, County Rd DD above, in all corres ondence with the a enc . Town of Emerald St Croix County SEI/4, SW1/4, 534, T30N, R16W FOR: ' Description: Mound System for Fred Mueller Object Type: POWTS Component Manual, Regulated Object ID No.: 1035352 Maintenance required; 600 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 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 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 (01/81)". 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 GUSTUM Page 2 8/23/2005 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, Keith Wilkinson POWTS Plan Reviewer ,Integrated Services (715) 524-3630, Fax: (715) 524-3633 , M-f 7:45 am - 4:30 pm kwilkinson@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist (715) 726-2544 I ~ ~ , nd System Cover Page Project Name: Owner's Name Owners Address Legal Description sE I ~ %4, Sw ~ %< Sec y4'' T 30 N, R 16 w ~ Township Emerald County Saint Croix ~~ Subdivision Vol 17 Page 4595 P.O.W.T.S. Lot# 2 Cn~zditionally Parcel ID# 010-1083-20~ p')~ ~~ ~ ~~~~ OF ~~+'~~ DEPARTMENT Of COMMERCE ~ DI~JIS~ON OF SAFETY AND BUILDINGS O ~ titi Table of Contents N, ~ D• ~, a Cover page SEE CORRESPONDENCE C~ q ~, 9". 1201 ~ " ~ Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics ~• r ®~ • ~~` 4 Dose Tank /Pump Curve ency Plan ement and Contin 5 Mana ~ ~~~ g g e _ `~ 6 Plot Map total # of pages: 6 Designer Name: Tom Gustum License #: D1201 Date: 8/15/2005 Ph. #: 715-658-1344 ,,~~ Signature: C~.e~*GV~~ Mound System Design Methods Used per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.01/Ot) per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10706-P (N 01/01) Mueller 600 GPD Mound Fred Mueller pg 1 of 6 ~~~~~ AEG X 7 2005 S,qF~,~ BAGS. 0 /, 1415 Broadway St. Apt 5 Hammond, WI. 54015 715-796-5362 L 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715-643-6068 email: Mound System Mound Sizing Calculations Project Name: Christensen 600 GPD Mound Site Conditions Project Type: 1 or 2 Family Dwelling ~ Slope: 5 # of Bedrooms: 4 Depth to limiting factor: 20 in. Absorbtion rate of fill material: 1 gal/ft2/day Absorbtion rate of in-situ soil: 0.4 gal/ftZ/day Effluent quality Eff#1 , ~ Max BOD effluent value: 220 mg/I Max TSS effluent value: 150 mg/I Design of Entire Fill Cell depth at upslope edge (D): Cell depth at downslope edge (E): Distribution cell depth (F): Cover thickness over edge (G): Cover thickness over center (H): End slope width (K): Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (W): Page 2 of 6 16.0 in. 20.8 in. 9.5 in. 6 in. 12 in. 10.0 ft. 95.0 ft. 6.9 ft. 12.0 ft. 26.9 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal/day Basal area required: 1500 ft2 Distribution cell width (A): 8.00 ft Basal area available: 1500 ftZ Distribution cell length (B): 75.0 ft Area of Distribution Cell: 600.0 ft2 Observation Pipes Contour Elevation of Mound: 98.10 ft Location from end of cell (Z): 12.5 ft System Elevation of Mound: 99.43 ft Final Grade of Mound: 101.23 ft Mound Plan View ~ /Observation Pipes z~ W K ~~~" distribution Cell `b ~ A 1~ -- B K- Tilled Area/Fill Material L - Mound Cross Section Final Grade Synthetic Fabric-~ Distrik~ution Cell~•, System Elevation-,L=F- Cciver Material Fill Material `~(]bservation Pipe ~ ~- ,~~G 4 ~ d d 6~ ~ b~7 ~ ~„~,~ F 7 Lateral a 3 1 n~~e rt ~ ~ Slope u Forcemain Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. Iled Area ~~szem Cra nto u r Mound System Page 3 of 6 Pressure Distribution Calculations Project Name: Christensen 600 GPD Mound Lateral Layout Lateral/Manifold Design - Lateral elevation: 99.9 ft Lateral diameter: ivz i ~ In. Rows of Laterals: ~ ~ Lateral spacing (S): ~ft Manifold type: center ~ Lateral to cell edge: 1 ft Orifice diameter: 0.155 ~ In. Lateral discharge rate: 8.59 gpm # of Laterals: 6 System discharge rate: 51.53 gpm Distal Pressure: 3.5 ft Manifold diameter: ~ Z ! ~ In. Lateral Length: 37 ft Manifold length: 6 ft Orifice Spacing/Distribution Forcemain Friction Los Orifice spacing (X): 28. ~ Inches Forcemain length: Orifices per lateral: 16 Forcemain diameter: 2 ~ In. Avg. ft2/Orifice: ~,2'v~ft2 Friction loss in forcemain: 4.219 f~.--~~ Lateral Side View Forcemain Lateral Lateral ~ . ~~~ ~ ~ ~ ~aterai ~engm f~><eral ~engtn Lateral Plan View a I I PVC laterals and forcen~in to comply with ~ lul speaf a6ons per Canm 84.30(2) Forcemain connection via tee a aoss to manifold at any point Clean Out Detail dean-aut plug Grade r-ar ball valve Observation Pipes v'Vater tight cap ar plug Lawn Sprinkler Box Long S+n+eep 9l7 ^riwo 45's-~_ 6" Minimum -Slot Mate: Closet Collar may 6e used in place of 3f8" har --3f8" Bar r~ ~-'`~ ~~__._ Lateral Length Mound System Weep Hole or Anti- B Siphon Device C D Dose Tank Levels In. Gal A Reserve 3t), g -ae.$- 490.3 B Pump off to Alarm 2.0 32.1 C Total Dosage 8.2 131.3 D Effluent depth for pump CO 96.3 Total Capacity: •>!e'l~ 750.0 ~7 Pump Curve: 9EH FLAW- LITERS/HOUR 10 Pump must be capable of: and head pressure of: 51.5 GPM 16.3 Feet w w a N 7.5 W W f s A z.s 0 Pump tank manufacturer: Pump tank size/model: Pump tank gal/inch: Tank bottom elevation (inside): Septic tank manufacturer: Septic tank size/model: Septic, Pump and Dose Tank Project: Christensen 600 GPD Mound Tank Information Skaw Precast 750 16.05 92 Skaw Precast 1200 Page 4 of 6 Dosage Volume Does forcemain drain back to tank? Lateral void volume: 23.5 gal ft Dosage to absorbtion Cell: 117.3 gal Forcemain volume: 13.9 gal Total dosage: 131.3 gal Pump and Filter Total Dynamic Head Pump Manufacturer: Little Giant Are laterals highest point? Pump Model: 9EH if not, enter highest elevation: 0 ft Effluent Filter: simtec STF 110 System head (distal x 1.3) 4.55 ft Vertical Lift ("D" to lateral) 7.43 ft Note: Access opening of sufficient size to be provided to allow removal of filter. Opening to terminate at or above grade.. Friction loss in forcemain: 4.22 ft Pressure loss from filter: ~p ft Total dynamic head (TDH): 16.20 ft Pump Tank Diagram Nktertight Locking Cover 4 inch ~V~fth blaming Label Fnished Minimum , Grade Alternate J Outlet ~ Location Elect. per Comm 16.28 and Forcemain NEC 300 0 20 40 60 80 Little Giant FLOW- GALLONS/MINUTE 9EH PUMP PERFORMANCE CURVE 115V 60HZ Mound System Management Plan pursuant to comm 83.54 W. A. C. page 5 of 6 Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction andlor the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent fltPrc ara t~ hP rornnve.+ st. rlaanprl ac Harps ary with provisions to keen - soids~coxn_r~sin4 the septic during removal. Igo more-thara_1.L3 of the usabl .tank vol ~m _ may h^or.~,~,n~iPd by sludge/scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Pump/Dose Tank If an effluent filter has been installed in the pump/dose tank, it must be removed & cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the cleanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. ,, r, ~I ~~^ ~~ N ~ O ~m moo r r r o Ill D"~ z r ~ 8 v m~o~ ..., ~~~~~ Il~~o O ~ ~ ~• v m ~I WI ~ L ~j C N e n : mg~~m A_ =:3~3rn' i ~ a~ m A 7 O Q ~3 w~°-a .~~rng ~ ~ N -`G ~~~¢ $~ ~ D ~~ ~ ~ ~ ' ~ o ~ a ~ ~. ~ ~ °~ 2 w ~ . .., c r _ ___ o_ N ~W ~ o c ,'~~ z °- ~ ~',`\ -_ - ~ ~ -,,~ l ~~~ _ ~ v ~ _~ ~ ~~~~ ~ ~ ~ ~ `$s aa. ,, ~~ ~~~~ ~~,~ ~ ~ ~ ~ W OD N ~ \ \ ~ ~. ~:_~ ~ ~ ~ ~,~ _ ~,~~ ' ~.. ~ N ~ 'tY .~ ~ ~ ~ f ~ '~ to D ~~s w O ~ i~ v o 'w < ~ _~~ ~~-° ~ n vo ~ Q P/L rn !1 v r ~ ~ IG W 5 PI 1322 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and _ percent slope, scale ar dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. l 0 ?-~ 010-'t~98~-28-9~A Please print all information. viewed Dat Personal information you provide maybe used for ,r~~cy ylsur, 15.04( (m)). ~ t~ 7 6 Property Owner i Prop Location Christensen, Kurt x ,,,. ,. Govt. i° na SE 1/4 SW 1/4 S 34 T 30 N R 16 W Property Owners Mailing Address 1 _ _i '? s - u '~ 'Lot # z Block # Subd. Name or CSM#~ I SGt p~¢d/t~O 877 Benoy Dr ~ ~ pen na 35Acres City State Zip Co Phd~n~ Numtier ity ~ Village [~ Town Nearest Road Hudson ~ WI 5401 ~386~3~~~~ ~~~ Emerald Cty Rd DD New Construction Use: y~i Residential / Number of bedrooms 4 Code derived design flow rate 600 J Replacement J Public or commercial - Describe:na Parent material Ridges of ground moraines Flood plain elevation, if applicable na General comments ~22. ~~ and recommendations: Mound design, system elevation 99.40ft based on contour line elevation 98.10ft. GPD Boring # ~ Boring ~ Pit Ground Surface elev. 98.70 fl. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 DIft2 *Eff#2 1 0-8 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 8-16 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6 3 16-20 7.5yr4/4 none scl 2msbk mft gw na .4 .6 4 20-48 7.5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0 Water seepage at 20" Boring # Boring Pit Ground Surface elev. 98.70 fl. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 D/ft' *Eff#2 1 0-11 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 11-17 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 17-36 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 36-43 7.5yr4/4 none scl om mfr gw na .0 .0 5 43-50 7.5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0 Water seepage at 36" * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mglL and TSS < 30 mg/L CST Name (Please Print) .-- Signatury:~ i"' CST Number David J. Steel ~" 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/21/2003 715-246-5085 .0~ Property Owner Christensen, Kurt Parcel ID # 010-1087-20-050 Page 2 of 3 Boring # Boring If Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Stnx;ture Gr. Sz. Sh. Consistence Boundary Roots D *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 2 9-12 10yr4/4 none sicl 2msbk mfr cs 1f .4 .ti 3 12-45 7.5yr4/4 none scl 2msbk mfr w na .4 .ti 4 45-52 7.5yr4/4 none scl om mfr gw na .0 .0 5 52-60 7.5yr4/6 c2d7.5yr5/6 sl om mfr na na .3 .5 Water seepage at 52" ^ Boring # J Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnucture Consistence Boundary Raots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # --1 Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * EfFluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/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 deparhnent at 608-266-3151 or TTY 608-264-8777. I ` Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Kurt Christensen New Richmond,WI 54017 L1C. #248956 SEl/4,SW1/4,S34,T30N,R16W Bus.(715) 246-6200 Town of Emerald, St. Croix Co. Fax.(715) 246-9372 35 acres Lot 1 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' • =Benchmark Ele. 100.00Ft Top of I /2" pvc pipe • =Alt Benchmark Ele. 49.70Ft Top of 1/2" pvc pipe ^ =Borings Boring Elevations B 1 = 98.70Ft B2 = 98.70Ft B3 = 95.80Ft 'rj 2 ~ 37' 13' B4 = OO.OOFt i~~ ~~ [3r ~~ ~ ~~ ~~ ~ h' ~ ~ 3a~~ Cali 9~~ ~ 9 ~ ~~ ~~. 96`~ I%. iS~ s- e ~r ~ ~a h~ ~ ~ 0 ~~ ,(~S ..~~ . s/op~- ~2 Vii' fF ~ Y~ ~~_ //pa LEGAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR02 REAL ESTATE TOWN OF EMERALD COMPUTER NUMBER 010-1083-20-060 Parcel Number 34.30.16.5086 OWNER NAME: First KURT & ELIZABETH Last CHRISTENSEN PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 34 TOWN 30N RANGE 16W '/<160 SW '/<40 SE Line Description Line Description TOTAL ACREAGE 10.020 PLAT CSM 17-4595 010-03 LOT01 BLK 01 SEC 34 T30N R16W PT SE SW 15 02 CSM 17-4595 LOT, 1 ~ 03 (10.02 AC) 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~r~ /~~~~ ~e- ~ Mailing Address /~f/5'~ ~~ ~c~c~~ ~~ -~/rro7~ ZJS ,S21~L Property Address (Verification required from lanning & Zoning Department for new construction.) City/State ~~du,~..' Gt/t Parcel Identification Number ~lU- /~ ~ 3 - ~ ~- ~~ D LEGAL DESCRIPTION /~ ~~c~ Property Location~_ 1/4 , ~'/4 , Sec.3~, T ~_N R /(~ (W, Town of ~~~m ~c~_~ Subdivision ,Lot # Z- . Certified Survey Map # ~,3 ~~~5~ ,Volume / 7 ,Page # y~ r,~.- Warranty Deed # X9.3 L..~ SZ/ , Volume ~ ~ ~oZ ,Page # 02 ~ Spec house yes no Lot lines identifiable ~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three .years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Nu e f b oo s / /~ os- ATURE OF APPLICANTS DATE IGN ( ) I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Gam' ~ G~,,w ~f.3,e-~lv0a ~-~ ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) `Parcel #: 010-1083-20-070 " 09/13/2005 02:54 PM PAGE 1 OF 1 Alt. Parcel #: 34.30.16.5080 010 -TOWN OF EMERALD Current ~X~ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current CaOwner O -MUELLER, CHRISTINE L & ALFRED CHRISTINE L & ALFRED MUELLER 8900 ROSEWOOD LN N MAPLE GROVE MN 55369 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description " 2438 CTY RD DD SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 8.660 Plat: 1776-CSM 17-4595 010-03 SEC 34 T30N R16W PT SE SW CSM 17-4595 Block/Condo Bldg: LOT 02 LOT 2 (8.66 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-30N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 04/28/2005 793454 2792/252 WD 09/04/2003 738834 2400/400 WD 08/27/2003 737588 17/4595 CSM 01 /16/2001 636895 1576/216 WD 7nf1~ cl IMMeRV Bill #: Fair Market Value: Assessed with: Valuations: Description Class PRODUCTIVE FORST LANC G6 Totals for 2005: General Property Woodland Totals for 2004: General Property Woodland 0 Last Changed: 07/29/2005 Acres Land Improve Total State Reason 8.600 55,000 0 55,000 NO 8.600 55,000 0 55,000 0.000 0 0 8.600 35,000 0 35,000 0.000 0 0 Lottery Credit: Claim Count: o Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ,U 2792P 252 Document Number State Bar of Wisconsin Form 1 - 2003 WARRANTY DEED Document Name THIS DEED, made between Kurt Christensen and Elizabeth Christensen, husband and wife ("Grantor," whether one or more), and Christine L. Mueller and Alfred Mueller, wife and husband as survivorship marital property _ ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot 2 of Certified Survey Map recorded in Volume 17 on page 4595 as Document No. 737588 being a part of the Southeast Quarter of the Southwest Quarter (SEr~ of SW's), Section 34, Township 30 North, Range 16 West, Town of Emerald Recording Area 793454 KATHLEEN H. MALSH REGISTER DF DEEDS ST. CROIK CO. , MI RECEIVED FOR RECORD 04/28/2005 12:15PK MARRANTY DEED EXEl~~T # REC FEfi : l 1.00 TRANS FEE: 209.70 COPY FEE: CC FEE: PAGES: 1 Name and Return Address Title One Premier Group 706 19th Street South Hudson, Wisconsin 54016 **Grantor to retain 66' access easement along southerly side of lot ± 632 feet for future roadway easement. Grantee is aware that a future public road ma be installed and dedicated to the public y 010-1083-20-070 (town and county) and agrees to cooperate in any such efforts including the signing of necessary Parcel Identification Number (PIN) documents without future consideration. This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Roadways, Easements, and Restrictions of Record -~ (SEAL) ~ /' (SEAL) *Kurt Christensen *Eliz th Chri nsen i (SEAL) / (SEAL) * AUTHENTICATION Signature(s) authenticated on * TITLE: MEMBER STATE BAR OF WISCONS (If not, p~ A- F~ authorized by Wis. Stat. § 706.06) ~ ? ~ NOTARY THIS INSTRUMENT DRAFTED BY: * -'- Michael H. Forecki Attorn Eau Claire, Wisconsin .. ACKNOWLEDGMENT STATE OF WISCONSIN ss. St. Croix COUNTY) y-~ ~. -OS Personally came before me on , the above-named Kurt Christensen Elizabeth Christensen to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. ' ~ Qaaiail QL A. CK{.~4J Vla otary Public, State of Wisconsin y` • My Commission (is permanent) (expires: 03/23/2008 ) (Signatures m A gg r knowledged. Both arc not neceuary.) NOTE: THIS IS A STANDARD FORM. CII~ NS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED OF WISCONSIN FORM No.1-2003 •Type name below signatures. Attorney Michael H Forecki 3452 Oakwood.Hills Pkwy Ste 1, Eau Claire Wl 54701-7928 Phone: (715) 835-3029 Faz: (715) 8354112 T52J0965.7,FX Tide One Premier Group Produced with ZipFonn TM by RE FarmsNtri. LLC 12025 Filleen Mib Road, C11MOn Township, Michigan 48035, (800) 383-9905 www.zidam. can ~~~bBS . ~i<< Wisconsin Dc~}'artment of Commerce ~ SOIL AND SI' Divis,on of Safety and Buildings /1 in aeordance with Attach complete site plan on paper not less than 8 '/~ x 11 inc .Plan must not limited to: vertical and horizontal reference point (BM), direction an percent sl dimensions, north arrow, and location and distance to the nearest road. APPLICANT INFORMATION -Please print all information Personal information you provide may be used for secondary proposes (Privacy Law, s. 15.04(1)(m)) Property owner: Kurt and Elizabeth Christensen ~ Property owner's mailing address: L~.~- 877 Benoy Road ~~ City /State /Zip Code Phone number: Hudson /Wisconsin /54016 715-386-6340 ® New Construction Use ^ Residential/Number of bedrooms Unknown -Design for 3BR Addition to existing building: i~IA ^ Replacement ^ Public or commercial -describe Code Design Flow Rate: Unknown -must be appropriate size for the contour and soil restrictions Parent Material: Glacial Till -ground moraine General Comments and Recommendations: Soils are somewhat well drained glossoboralfs underlain by clay loam. Redox features are the result of perching above the dense clay loam layer. Along narrow mound SAS is recommended for this site. Pits 4 & 5 are located in a concave slop ee pl plan. Pits were hand dug. ZA Pam Quinn visited this site with CST on 3 October 2005 to onfirm de th of limitations in pits 1, 2, 3, 4. . e-..-. ~i .ter. rV ~vr~rrmr~wi TiTTATT Borin # g HOrizOn Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate . Z n g\ J in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT ff#2 Eff# 1 F Pit 1 ~ H' , Ap 0 - 8 l OYR 3/2 NA sil 2fsbk mfr as 2f 0.5 0.8 Ground Btl 8 -16 lOYR 4/3 NA sil 2msbk mfr aw if 0.5 0.8 Elev (ft ) . 96.34' Bt2 16-25 7.SYR 4/4 fld 7.SYR 5/8 gr sicl lmsbk mfr aw lvf 0.2 0.3 r- - Depth to C 25-30 7.SYR 4/6 map 7.SYR 5/8 grcl massive NA NA NA limiting factor- in. 16 l ~..w..,,-t,::. ,.t..., i...:,a,.:.,,, :,, rzrt Boring # Ap 0 -11 lOYR 3/2 NA sil 2fsbk mfr as 2f 0.5 0.8 Pitt Btl 11-15 IOYR4/4 NA sil 2msbk mfr aw if 0.5 0.8 Bt2 IS-23 7.SYR 4/4 mld 7.SYR 5/6 gr sicl lmsbk mfr gw NA 0.2 0.3 Ground Elev (ft.) C 23-27 7.SYR 4/4 map 7.SYR 5/8 gr sicl massive 96.34' r ^ ~` lFt'',) Depth to limiting factor- in. 15~ clay bridging in Btl. CST Name: Eli M. Gottfried, Gottfried Environmental Signature: ~, Tel. No. 715-833-1400 81 CST # 2219 2005 be r te: 3O c to Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 D a ) ~r{/- y~A y~~//~ ~,(~///', / / / / / V IiV~/K !l/ U ~~/ i / r~- f1 ~~ i /!/ ~+li~~ n 85, ~i~~d~~~~ NE:I ~` ~ ~ ~dG5 ide, but scal~r CROIX C OUNTY _ ZON~OFFICE I Nearest Road uT~`- ~D f- , CTH DD ~C age ' ""`' St. Croix Parcel ID # rp~, h _ ~/~ ~~ _ 1 /, -_ _~ Property location Gov't lot: SE 1/4 SW 1/4 S34 T 30 N, R16 E (or) W^ o # lock # Subd. Name r CSM# / "7 / /"~~ A~ A NA , , _ (/ 7 C,, ~ ~. U Property owner Christensen SOIL DESCRIPTION REPORT Parcel 1D# Boring # Horizon Depth Dominant Redox Description Texture Structure Consisten,{~,,.., -Boundary Roots 4 Soil Application Rate Pit 3 lA't 5 ~ in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sly, "'""~ ~,~;.., :. GPD/FTZ n; .,,.,-~ Eff# 1 Eff#2 Ap 0 -10 lOYR 3/2 NA sil 2msbk' ~ mfr as 2f 0.5 0.8 Ground Btl 10-15 lOYR 4/4 NA sil w c 2msbk mfr gw if 0 5 0 8 Elev (ft.) . . 95.90 ~ 15-20 7.SYR 4/4 fld 7.SYR 5/8 sicl lmsbk mfr as NA 0.2 0.3 Depth to Cl 20-26 5 YR 4/4 map 7.5YR 5/8 cl lmsbk mfr NA NA 0.2 0.3 limiting factor-in. 15 Remarks: 2f worm channels in Btl. Boring # Pit 4 Horizon ~ k3) Depth m. Dominant Munsell Color Redox description Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/FTZ Eff# 1 Eff#2 A 0 10 IOYR 3/2 p - NA sil 2fsbk mfr as 2f 0.5 0.8 Ground E 10-13 l OYR 4/3 NA sil 1 mpl mfr aw 1 f 0.4 0.6 Elev (ft.) 96.34 Btl 13-17 7.SYR 4/4 mld 7.SYR 5/8 sil w c lmsbk mfr gw NA 0.2 0.3 Depth to limitin Bt2 17-19 7.SYR 4/4 m2d 7.5YR 5/8 sicl ]msbk mfr NA NA 0.2 0.3 g factor- in. Remarks: ~ ~ , ~~ Boring # Ap 0 -1 1 l OYR 3/2 NA sil 2fsbk mfr as 2f 0.5 0.8 Pit 5 E 11-14 lOYR 4/3 fld 7 SYR 5/8 sil lm l mfr ]f 0 4 0 6 . p aw . . Ground Elev (ft.) Btl 14-19 7.SYR 4/4 mld 7.SYR 5/8 sil w c lmsbk mfr gw NA 0.2 0.3 96.34 Bt2 19-22 7.SYR 4/4 m2d 7.SYR 5/8 sicl lmsbk mfr NA NA 0.2 0.3 Depth to limiting factor-in. 0 Remarks: Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate B 1 R~~~ in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ Eff#I Eff#2 Ap 0 -I 1 lOYR 3/2 NA sil Ground Btl 10-15 lOYR 4/4 NA sil F.,lev (ft.) 96.34' gt2 x,19 7.SYR 4/4 fld 7.5YR 5/8 gr sicl Depth to Cl 19-22 7.5 YR 4/4 map 7.SYR 5/8 cl limiting factor- in. 15 l Remarks: hand boring; small amt of clay in Btl c m c a~ .` U t ~ _x ~ m 0 ~ ~ U ~o N M .-% W ~ ~ a ~ u °o `, ~(ennanup }~ip`r"~ ~1 " ~ ~,7 ~ Y ~ Ch Y ~ ~ ~ ~ ~ ~ ~ ~ cn N "~ ~ ~ 1~w ~ Y ~ ~ N ~ n c ~ co~E ~ ~ ~ ~ C ~ ~ OZ O O ~ ~ Q- ' -~- .~00 ~ II .m u ~ _ i ~ p ~ Q i m II ~ ~ ~ o d ~ , c m O ao ~ ~, I V ~ ~ I dz ' ~ W M i ~ ~ ~ I ~ e-~-~ ~ i f~ ~ ~ ~n -- ~ '-' ~ ~ i= ~ ~ ~ ~ Q ~. i ~ ~/ ~- i ~ - - i i -~---~ i c'o ~ ~ ~ o ~ v ~, i ~ - ~.ri ~ ~ ~ rn O) L ~ / .T \ / _ - - ~ U C am ~ O ~ ~ M ~ II Q" ~ H _- ~ ai ~ Z v ' ^ vJ c~ x iii ~ °~ ~ .: ~o ~n ~ ~ cn O ~ > CO C ~ ~ ~ ~ ~ i~~ OOM N D C m N M 00 0 - ti ~ tf') ~ Eo~021`i ~ N O ~+ bA .~ Q I"i [O U ~ v~ o ~ ~, Y ~ o o ~ •a ~. ~ ~~ ~ ~ y ~ o b ~ o ~ U ~ y C.J '~ M ~ ~].~ w t..~ Q V1 H U 4 • . • . •.rew ...+ ST. CROIX COUNTY Planning Zoninn a„~ p~-~~ r^+~+mittee AUG 2 7 2003 If not recorded wirnin 3v gays of approvai date approval sAall tae CERTIFIED ~'~~VEY MAP LOCATED IN THE SE1/4 OF THE SW1/4 OF SECTION 34, T30N, R16W, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN. r I ~ ~~ ~ g D -< ~~ z ~ m ~~ m =1 O Q Z Z I ~+' ~ - • O Q m C r~i ~ ~ ~= • ~ L/ ~ ~ s ~+z ~ Z s Z s ~ ~ v ~ Z m ~w ,~ ~~ T Q 8~ ~Z v = ~ m N cZ~~ O ~oz~ ~~0~ ~ m~ Z ~ ~ ~ p m ~D O_Z ~n ~7o~~m m O Z~n O O ~0~~ r~r ~m ~ O m~ ~ m ~ Z A m ~ z v ~gF c~ o ~o ~ ~vz~„ A ~a ~ $ooi-n D s zm N s ~~ ~w,v O m ~~~~ ~ ~~~ m g~° Z ~~~T ~~C ~ ~~_ m m ~~c~ ~ ~~ ~ ~~~ o ~, ~~ ~m~ • z s ~ u ~' ~ p z ~ N ~ z O ~ Q Z N .i ~ WEST LINE OF THE .+ °O SE1/4 OF THE SW1/4 ~ W NOO°01'12"E ~ ~ 225.56' ~ _ , o^ BEARINGS ARE REFERENCED TO THE ST. CROIX COUNTY COORDINATE SYSTEM ~~ __ MG~]G?~l~'C D [~G~l~]D~ OO ~[n`rIC~D_ ~ ~ _04GzJ~G3~ ~ISTING ~~UE~-~)Z I I D--RIVEWAY Q~(~J-C ~Y~L~~T ~W~~ ' NOO°16'50"W 1104.76' I ' ~ 1 o5a.72' - - ~~ ~Z o I ~ I m i O~ I~ ~ m ~2' ~° o I~ I~ Iii ~ m~ cn j~iPiN I i m ~ I ~m m rnDrnD ~~ ~ TD m °°~~nr- ~ m I A ~ I azl PR • OSED ~ ~ O ~ ~ ~ ~ o I m ~ s 33' ~ DRIyE1NAY ~ ~' 0° '~ ~ '~' n O i I w ~ 0 I ~ I~ :~` •S00°16'50"E 1008.73' ~ I~ ~ 165. 958.69' ~' ~ EXISTMG ~•i N89° '1 ~ I ~ I~ _ D E17VAY 66.00' °o °, v~ ~ ° 66.5 463.44' I N w D i °° IO S00°16'S0"E 580.00' I m o, n _. n ~ ~~~ ~ z Sy z wmrnm0 O O N~x~~xnnN~~ ~I~ I N ' / ~ ~~,~I W T(7TC7N ~~~ ~ ~ ~ ~ ~ s, ~ ~ I I , ' ~W I y ~ ~ ~ " N ~ ( mDD ~~,' ~ ~ I~ ~ I~2 ;i ~ m C m ,I mn~z "I ~zr~ 8 3' :I v ii z ii v iA .t ~ .r v 1 I .i I~ "I ~ ~~~ ~~ i• \\ WW A I ~~~~io: -~ ~ I 'v I a ~S'r m 1 n ~ r I ~~o rJ~w W ~n V °p w ~"' ~ 'c~D~D m c°n~c4uar z ~cm~wm~0 ~ ~ ~ p ~ ~ z A o ~ ~ ~s -x~ ~ ~ ~ Z \ ~ ~ mo 4 v ~m m + A m ~ ~+~ ~'~ +\ ~ i~ i~ Q w , w ,~ ~ ~~ , ° - as i~`~~ ~,~° - ~~^ - WEST LINE OF THE EAST 66' OF THE SE1/4 OF THE SW1/4 ~.~ + ~~ x x wl n~nl wl v I x I i~ ml i x DIGS NIA x ~~~ ~ 0~0 ~ Ig I~ K I^ I'nn~ I~ Io i I °° I~ I i0 I~ I~ I I r ~'1 IU~U ~~ I~ ' 753.04' ~ z 527.39' • ............... S00°02'52'1N 500.29' ...................... EXI TING DRIVEWAY SEE NOTE A o i ~ ~ SOO 02 52'W 1330.46 ~ ti NORTH SOU H 1 4 LINE v~ • ~~ x ~____ x_x ' • . . ~ - T / _, • ~ ~ ..... .......... N00°0752"E 500.29' ................. N88°00'27"W 66.04' S00°02'S2"W 5305.24' N88°00'27"W 66.04' V ~f Pt5[~:1~15D dL,QG]D~ OO UWJi Mn CAD ~ ~ ~~~~~~ N1/4 CORNER z ~ -------------- ----------------- -------------- SECTION 34 ~ THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB N0.03-41 DATE: 7-21-03 SHEET 1 OF 2 SHEETS