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HomeMy WebLinkAbout020-1095-00-000 uIu • u '� = to 1 ¢ O Cn f iY' T y Z C) 4 O G C W N , ./ p• 3 y 3 `° c o m o 1 A CO n W o rn c o = o p o IP 3 3 w o o 0 1 m c o = 0. n m ca v > 4=' 0 a o 1 - -, W 3 a ° CCD CO "Zi CD O Z o a I a 0 N N Z y 4. N N a N M C lei I C co .. Z a 0 0 0 *! .. C Z c °: in a -0vo °i o I o r g r !D ( p) .p. I 0 m m .. g 11 a K �` o l� 2 O D p • m C N C -2 c I w N a I a 3 7 • Z CD N D O I A z co N a " 0 I O .. 0 Z —1 w co • m m w 1 CD CD — z I o .. Z y z co m co 1 w f a a a 0 ' m c I z o. 0 m N I Z y I IN • 0 • V N O O. I A K A CO I CD • En O �' y V OO a ti i Wisconsin Department of Comrce , PRIVATE SEWAGE SYSTEM Count me St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 408263 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: Wernlund, Brent Hudson Township 020 - 1095 -00 -000 CST BM Elev: Insp. BM Elev: BM De ription: 93q o 13 -o TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Se ��// /p/�^ Benchmark p / �, // VI�ibiLeX /d W I D ' i7 /77�-/ / 93`/ -0 Dosing / ' ' Alt. BM 5� YO, 1) - Aeration / r Bldg. Sewer 7 a 936c. R Holding St/Ht Inlet 7. 3 1 97(0, S' ' TANK SETBACK INFORMATION St/Ht Outlet 7 7.1 y3lo, y TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / T /0 /O / / Dt Bottom , J"---- Dosing / Header /Man. tsg 935-s Aeration Dist. olp7 a f 1 I'll 3 )j. 71 3 C• �/ �� v gS') ti B.r7/ , 1 Holding /-- Bot. System I Vol 3 q • (al a 3y •s Final Grade L106 4 5, PUMP /SIPHON INFORMATION 4/, c/(, 739,'71 Manufacturer Demand St gover / PO Model Number TDH'Lift / F ' ion Loss 'System Head ITDH Ft Forcema' Length Dia. list. to Well SOIL ABSORPTION SYSTEM (� L �2l�Yk �2� a WI �' Cla/m 6 e-r a- w 7 c, ke s BED/TRENCH Width �. L t �, No. Of Trengs PIT DIME No. Of Pits Inside Dia. Liquid Depth , DIMENSIONS 3 ! SETBACK SYSTEM TO P /LS BLDG WELLN6 LAKE /STREAM LEACHING Mai oture , r /1 `r INFORMATION , y ( r� Q CHAMBER Typ f� Vr D /lia 1 / 7 / y� UNI Model Number: DISTRIBUTION SYSTEM I 1 4 Slt.e'r Wh ) Rt14_ 649 v. �.o Header /Manifold Distribution /1(/ r c/ x Hole Size x Hole Spacing Vea -to Air Intake r '� Length 4' i Da 7 / L ngth 50 / Dia 4 'Y Spacing 3' / / 'V - 60 g , SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only a- fr3n `4 Leit1, Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 5--V- Bed/Trench Edges Topsoil [] Yes A No IN Yes Ei No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 7 / / 7 -1 6 2— Inspection #2: / / Location: 590 County Rd N Hudson, WI 54016 (NE 1/4 NE 1/4 33 T29N R19W) NA Lot . 1 / Parcel No: 33.29.19.386D � ,51 . f o�Vt�►e- A . ' , / , , . a> �- 0-, /az s !>2t,J-lec4 1.) Alt BM Description = i / /1�,� p 2.) Bldg sewer length = 1 0 / w > ' / / — `^'R"" k/I/ h'` Ic.7%. SAM t/ 8 3 6 q g , a/m-4 -. amount of cover = 4 fi - jad 17 G1,G( " I� , 4b -04 Ee �` Plan revision Required? L ; Yes No 0 y--- ��( %l�yl , .� G 0 1 Use other side for additional information. I _ -_ SBD -6710 (R.3/97) Date Insepctor's ignature Cert. No. 15 O Co.Qs. Al Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. \"SCOflSIfl See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce Y310 [Privacy Law, s. 15.04(1)(m)1 (Submit completed form to county if not z g.5 3 (/ jp state owned.) Attach complete plans (to unty copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County / � State $aniin Permit Number ❑ Check if revision to previous application State Plan I. D. Number s'6'7" OT v 1X P I S") 04 L Application Information - Please rint all Information Location: Property Owner Name . — Property Location .7j— RECEIVED Q, 9( ) /� / �-� a �� 1/4 G t I/4, s33 TZ N, R� or W Property Owner's Mailing Address Lot Number Block Number C)., s, o? Ajv 5-7- JUL 1 5 2002 Aft City, State Zip Code Phone Nu COUNTY m be r Subdivi ion Name or CSM Number S T CROIX attoS c7rJ f ..5 6 / ( ZONING 5 (4)C, © / '7 II. Type of Building: (check one) Vas r sw�rwf{ cQ D ❑ cityy 1 EC 1 or 2 Family Dwelling - No. of Bedrooms :., ` ❑ Village pr'Town of ❑ Public /Commercial (describe use):_ ❑ State -Owned is-{ / LIJ) 1 o AS C -3 \ 7 x 6� 3 W :I Parcel Tax mbe s) � / I ,� 11 J O _2 0) er(s cJC5 l • Io III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. XNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) - ta ,4 —Are Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate System Elevation 7. Final Grade Required "007 o7 Proposed 9 ✓6. Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation g5 S;n s 3 3 Y=sV � 731.'2 . 937, t` ? VII. Tank Capacity in Total # of M ufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed � " Tanks Tanks J -Tl _ 1 D /Od 0 1 lI ) , c s C --IR.. V. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS show on the attached plans. Plumber's Name (print) Plum er's Signature (no stamps): PRS No. Business Phone Number /v Al ,D q 46 � 7 / 7/ .,Z 3 Zs" P is Address (Street, ity, State, Zi de ' /S S 7 ---- - 72c0 0 n cJi��" (-A)/ 547Z-5 IX. County/Department Use Only / ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I u' Agent Sign tur o stamps) x Approved ❑ Owner Given Initial Adverse Sur arge Fee) V _ Determination 1 f r 2.0� 2_ Q,U X. Conditions of Approval/Reasons for Dis rQval: . 1(comuw.. U. O' IS C.trHA. CA%& . ■Ifc Mt Sa t° eLtk i e If‘t"34-- Le P`iket ` 14/ P ? "" ). 0 calet-' e-444- icjAK A �� sec u �`Ca•'Ct`s , - ■-- SBD -6398 (R. 07/00) 7 45ifie-/e- " a v /,, ( ,- 4 Am- f S 33 7 9 x.1 lz p? al ge.,Eitf T UJcrttt)tz,,t) D 11 S, a S- S i • Cite/A- C X-1 /. ^ , ill e•as -'g€+ c��iGc.�E �i a 'f72 , Y 5 l 0 .5-P , � it1 1 JTy,-- 1 22c /7 ° 1144" \ X` i 1 . 4 °'4' 3 - ' f I co M ao � , u) s , ,, , 0 N , ,k- (s `--- fir: 'S I , 0 1 ' ' ' ), 1 ‘\6 ., liki, _ ....,,, .d - 6 1 ' V , n p' 1 fit. 9 , i✓ 0 et. 93 o i+? lt ` P Q o 16t---)0A---2- /.�vx , W G `iv 1 Af Chambers Page 1 of 4 Cover Page Project Name: BRENT WERNLUND CHAMBERS Owner's Name Brent Wemlund Owners Address 402 S. 2nd ST. Hudson, Wi. 54016 Legal Description NE • 1 / 4 , NE V / Sec 33 T 29 N, R 19 W Township HUDSON County Saint Croix Subdivision CSM Vol. 4 Pg. 917 Lot# N/A Parcel ID# 020 - 1095 -00 Table of Contents pg. 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: LYLE J. MYERS License #: I.D. 224617 Date: 5/1/02 Ph. #: 7156432520 Signature: d W Design Methods Used IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS' (Version 1.0) SBD- 10705-P (8.8/99) Spreadsheet provided by: 3bAdvisernent N12486 220th St, Boyceville, WI 54725 Ph: 715 - 643 -6068 email: 3ba @3badvisement.com Chambers Page 2 of 4 Calculations and Drawings Site Conditions Distribution Cell Site Type: Private ■ Choose chamber type: %Slope et % PSA Standard Bio- Diffuser v # of Bedrooms 3 Depth to limiting factor 108 in Allowable Surface Area: 17.7 ft^2 Soil Application Rate: 0.5 gal/ft^2 /day Approval Stipulations: 862 1099 Effluent Quality Eff *1 v Adjusted Soil Rate: 0.9 gal/ft^2 /day Design Flow: 450 gal /day Cell Area Required: 500.0 ftA2 Max BOO 220 mg /I Actual Cell Area: 513.3 ft^2 Max TSS 150 mg /I # of Chambers required: 29 Ground Contour: 938.00 ft Est.Cell Length: 174 ft Infiltration Elevation: 934.50 ft Est. Cell Width: 3.0 ft Grade over Center: 937.99 ft Limiting Factor Elev.: 929.00 ft Septic Tank Treatment Zone: 5.50 ft Septic Tank Volume Chosen: 1000lga1 Added Cover Material: 0 in Septic Tank Manufacturer Wieser Concrete Depth of Chamber 27.86 in Effluent Filter Selected Zabel A100 Finished Grade: 937 ft Note: Access opening of sufficient size to be provided to allow removal of filter. Opening to terminate at or above grade. Plan View of Typical Cell (3) _2. Length I Lt 6_ i i L/ 6_ o / v C /-/ Z3 ' , o *OA 5034 Ob servation Ob servation VYldt or Sch 40 4" pipe pipe PVC pipe Cross Section of Cell Cross Section of Septic Tank c Lover Material Obs ervation Pip e 12" Min (if required) - Final Grade . Grade _ - Ground N – – 18" Min Contour 1 ' lc — L i Leaching System Elevation ------ Alljaintsto Chamber be water tight D3034 or Effluent Sch40 Filter Pi , 3" Bedding Under Tank } Page 3 of 4 In- Ground System Management Plan pursuant to comm 83.54 W. A. C. 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 and/or 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 us make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filter re to be removed & deaaed as necess ry, with provisions to keep solids from passing e septic during removal. No more than /3 of the usable tank volume may be occupied 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. Absorbtion Cell The absorbtion 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. 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 or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the dogged bacterial mat, aggregate /leaching chamber cell, and distribution piping within the cell and replacing failing components in order to retum system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area r 6 ,, A17-70 tS��� - . b�,e r r /1),---- / ,lam fr s 33 T2 9 ,t z- / Q eti ��os0., -) [)l..s.ve /.6 C — ke 4 -I 01 y x,2 k r 5 Si; •, 1ZIP ce -agNyC Lr-vic-c -t i-di fiP72 JTy,-t-- o , " / rt) Sy l" 1 0 Z2 `/ ,,7 r� r4 - / S i A 4°4 3 - ' dt, - q1 M ao 1 1o ' s, i N ,_,,,_.. .,,____,,-- . It j.__ r Sp ' t,c ) 1 \ 1 V P .tr , _ ,� c6" V c yYb, 3 0 o eL 93cf•0 4t �,"' A J s ��p -yd o A -7-6 I ") P . Q. o ��- ,0� Qvx ki/ 1 Ai i I Mound System Page4'of E - - Septic, Pump and Dose Tank Project: David Kraft Mound Tank Information Dosage Volume Pump tank manufacturer: Wieser Concrete) Does forcemain drain Pump tank size /model: 1 6501 back to tank? I y l • Pump tank gal /in" : 1 15 Lateral void volume: 15.6 gal Tank bottom elevati• (inside): 871 ft Dosage to absorbtion Cell 78,2 gal Septic tank manufactu -r: 1 Wieser Concrete) Forcemain volume: 3.5 gal Septic tank size /model: 10001 Total dosage: 81.7 gal Pump an Filter otal Dyn Head Pump Manufacturer: I Little Gianti Are later s highest point? 1 yt Pump Model: 9EH1 if notnter highest elevation: ` Olft Effluent Filter: i Zabel A100 Sysem head (distal x 1.3) 6.50 ft ,Vertical Lift ("D" to lateral) 10.78 ft Note: Access opening of sufficient size to be •rovided to allow removal of filter:- Opening to terminate at or a. •ve grade. Friction loss in forcemain: 0.42 ft Pressure loss from filter: I 0!ft - Total dynamic head (TDH): 17.70 ft Pump'Tank Diagram 7 Locking t Inch V ithWarning Label halinirnurn J 'i' - Dose Tank Levels s Gr de. _-� - .. ' f In. Gal Alternate `— A Reserve 23.7 377.0 Location !ect. her Comm , ( B Pump off to Alarm 2.0 31.9 11E28 and . . Forcemain _ rIEC 300 C Total Dosage 5.1 81.7 Weep D Effluent depth for pump 10.0 159.4 or Anti- ` Total Capacity: 40.8 650.0 Sip hot a-;> E Devi e 0 1 == Pump Curve: 9EH 1 1 r i t r r i El FLOW- LITERS/HOUR 0 1000 200C 3000 1 1 1 1 1 I 1 1 1 1 1 1 1 L 1 30 10 Irk— i — 111 7.5 IT cn .... • -. -, L f P mp must be capable of: 31.3 GPM � a tr _ .11111111.0.11111111 9 ' and head pressure of: 17.8 Feet = 10 r 111111•1111110111111 111111■ e .s 0 MIN 1 0 TT1 1 1 0 20 -00 60 80 Little Giant FLOW- GALL!NSfMIN!UTE 9EH PUMP PERF1R NCE CURVE 115V 60* f y Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of `'( ` .Division of Safety and Buildings L in accordance with Comm 85, Wis. Adm. Code ounty S T - 0 -AZO 11 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 D [ n percent slope, scale or dimensions, north arrow, and location and distance to nearest RECEIVED 0 Z ° 109-s - '3O Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 1.° 04 (1) � r R o q 2nn (�.�, 4, 260._ Property Owner Property Location Q -S x\-11— l&-J J LUKip -- 6ev- -kat S N / FI1A1'4 S 3 - 2_9 N R Z E (o€N) Property Owner's Mailing Address Lot 4 D �.,I, I 0,. d J,.,.... ,,. GSM# 4 0Z S . Z n( Sr. \ _ CSr1 VoL Li pl Rl,7 I City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road LL Sav 1 w` 1 stfotb 1 in S) 38 -0z4-..3 -\\J a ) 1 , N 4 2_ New Construction Use:2 Residential / Number of bedrooms 3 Code derived design flow rate L4 S 0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 'PKKJAM' C) u TtArtria )-1 Flood Plain elevation if applicable NJ A - ft. General comments and recommendations: Z - r•11`! 1 3 e E'''LLS, 'f eL4. 3 'y._ (, Z.5 1 (...0k/6 w / J p v)•)r g OF that 05-0..-L1 5 ! be Lteteti . 0.-C}(1-}-i a eRS PttiZ. e.(;�LL S P Vk • 3 FoR %K S y-t eur°cri t) U S .. -' • I Boring # ❑ Boring ® Pit t Ground surface elev. ft. Depth to limiting factor ? 10 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 f 0 ZO loLiv Z?. -- L 2 -`Fs 12 `61.`1^ eS — •.S Z Th - t. l0 1 S `i tZ t/ /y — 1 \ o s 9 — A V 'F-t•- — . L.! 0 - 6 I I Boring # ❑ Boring La Pit Ground surface elev. Q 3 q - ft. Depth to limiting factor 2 10 el 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 Z s2=t2 LowsL3LC. - s leSbk w) Gs ` - -2- - 3 3 -7.2 --1.0 -2 •5 %- ttzi/ — 09 iM I — - S • 9 wv C3 - \ - - , X t u 65 W t om . L I V I I L - u P - tom 4 / /. . 3 0l 46 R v CZ- t r Z . 8 D \ - 1 . M 5 T ' 1 -i t. `TZi'!S RE op IS Pt izN'v tS Lc) ►v 'To Pit-LpW Pr 3 &A1Z"J SlzltiG, * Effluent #1 = BOO, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si gna re CST Number Arthur L. Wegerer �� C)Z— S L 220254 Address Cie g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, [7I 54022 y ..30 -q6 715 -425 -0165 • 1 a Property Owner w rJ LU �') Parcel ID # 0-- - l t) -GO Page of 7 Boring # ❑ Boring 3 ® Pit Ground surface elev. ( 4 3 8. 0 ft. Depth to limiting factor ? \ V 5 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 • 0 --1.Z 1 a`t2 2/2 - L 24 s bit rn'FH cg - . S - 3 Z rz -\V5 -- 1 _s-t - yly - 0 s9 m 1 - a s • 9 mot 431.0 `ftf 14 V Boring # ❑ Boring ild Pit Ground surface elev. Q 39 . 0 ft. Depth to limiting factor > 1?-0 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 J o —VZ I,(Ylz 2- L L 24 vv f- c_S - .s _ $ Z vz_■ --) -S y 2 VA/ – ` o S9 ill 1 - S ,9 19 1'Lw S pores oF. ib-1V 5/3 3 1-c1 ?---)01 J 2' 3 Ouw /V SVSo S Boring # El Boring ® Pit Ground surface elev. S ft. Depth to limiting factor 7 . 3 Z 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 0-3L/ la(--iiz ztZ — t l -s b k m'ft -- a_S - % s . g Z 3y -6S 1DY2 3/6 - si 1 \. m`fj- c,•J • Z . 3 3 IDS - Da - J< - sv wy - `Fs S9 h7) — , s • 9 / -4 -/P?"z-\ • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD, < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD -8330 (1( 6/00) PLOT PLAN Page 3 of 3 Scale 1' =30' w� L 'ra SE P?r L �ecsr cJ1= S�sTeM BDi �FS <u ` � i rJ ��T1�•►T10YJ > 13 • 4.1 C s3 2 � - 3 •Z g3 s • ts k 1Lg.I1 ap — ' yL. a CTS}" N 1 1M, (- . _ c134. o'_Om Yl Kips-•.L 6. PTEu \E 6 Rou .ip in..) . pP / . 3'•01v_ 'rnP C% �.�T� -� Gtr CYPOQ 20X _ _ • co -1 J P RI -; :.SL's- -L�-EA 0u% C aLtooliklip4A-- 3-Z°1 -o z 715 - 425 -0165 220254 D - a - SY CST Signature Date Telephone Ilo. CST No. Job NO. 08/01/2002 10:35 17154256864 WEGERER SOIL TESTING PAGE 01 WEGERER'SOIL TESTING and DESIGN SERVICE ' SOIL TESTING - SEWER SYSTEM DESIGN ATTN: ` 1 % ittia:; 7!w7,,mg om. DATE S - l -0 CC: AUG 0 1 2002 ST. CNOIX COUNTY ZONING OFFICE UBJECT : :at _ _ r_ 7 t THE FOLLOWING ITEMS ARE 3 ES 6. g 6 • OF DESCRIPTION 1 1'4E 3 OF oA T 26 IN) • SENT TO YOU FOR THE FOLLOWING REASONS: FOR YOUR USE FOR REVIEW AND COMMENT , INFORMATION DESIRED - >L ' C 6 cK) "tout Co w Q 8'- — d 2. — 4 1 1 rz WEGERER SOIL TESTING AND DESIGN SERVICE P,O.BOX 74 42]. N.MAIN S RIVER FALLS,WI 54022 PHONE 715 - 425 -0165 08/01/2002 10:35 17154256864 WEGERER SOIL TESTING PAGE 02 Properly Owner \■) eNe-ILI LUrtJD Parcel ID # 0-2 -4 0 - I ( A% � C3q Page of V Boring 0 ❑ Boring 1g Pit Ground surface elev, 9 3 8 -0 R. Depth to limiting factor .' 1 Z 3 in. Soil Application Rate Horizon Depth p Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPDIft= In. Munsell Cu. Sz. Cont, Color Gr. Si. Sh. 'Etf#1 •Et 12 _ 1 • o -- e I IV . z[ Z — L Z- - C - 319k rvl.` 's — ,. S .45 - 21 --1z? — 1,SLt2 3/V — `FS 0 S M — • S . CI 4 3 -0/ Boring # ❑ Boring 4717:16 ' ,� i„,, Ground surface elev. 938- ? IA pit R. Depth to limiting factor 1 1 6 in. Soil Application Rate _ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots OPDfitz In Munsell Qu. St. Cont. Color Gr. Sz. Sh. 'Effel 'Eff#2 J 0 - ∎ Oy Q,_ Z.lz — _-__L Z.-k,k, f--S — • S -8 Z ?..4.--,1L lt X1.6 — s) 1 a. b 2S * rn`fi- aS — . s . 8 3 3b -L1(, - 'OS O S9 tint •S -9 I Boring # ❑ Bonin I Boring ❑ pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary ' Roots GPD /ft In. Munsell Qu. $z. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Effluent #1 in BOD > 30 < 220 mg/L and TSS >30 a 15o mg/t. • Effluent 02= BOD. a 30 mg/l. and TSS a 30 mg/t. Too Department of Commerce is an equal opportunity service provider and employer. If you teed assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. asawo (L6O) ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNE HIP CERTIFICATION FORM Owner/Buyer cgiZc. -'w j 7 /V© Mailing Address YD S ( /410_50 air Property Address ` 9 0 C- a (Verification required from Planning Department for new construction) Q City /State Parcel Identification Number (20 JO 9 `- v v ( , • 3 b) LEGAL DESCRIPTION Property Location/ II A, / Sec. 3 3 , T 23 N -R / C t W, To of / D3 b Subdivision , Lot # Certified Survey Map # 3t c,2 9 , Volume , Page # 9/7 Warranty Deed # . 7 922. , Volume /30 , Page # Spec house ❑ yes g no Lot lines identifiable /S[ yes ❑ no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix 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 Zoning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION 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. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed JEFFREY JOHNSON TOWN OF HUDSON TOWN HALL 386 -4263 Chairman 386 -8086 980 COUNTY ROAD A FAX 386-4265 TIMOTHY FOSTER HUDSON, WI 54016 RITA HORNE Supervisor 91 386 -5967 Clerk 386 -2665 PAULA FRYE townhudepressenter.com JACQUELINE SMITH Supervisor 92 386 -0570 Treasurer 386-9630 ROBERT WAXON PAT KINNEY Supervisor 93 386 -9618 Constable 381 -1641 DAVID OSTBY ALEX VYATKIN Supervisor 94 386 -9704 Constable 386 -2197 BRIAN WERT Bldg. Inspector 386 -5279 July 30, 2002 Mr. Steve Fisher f imetim Wu> 4 St. Croix County Zoning Administrator TIM f i 1101 Carmichael Road Hudson, WI 54016 /(3t10 Dear Mr. Fisher: /Dok 04D The Hudson Town Board at their November 6, 19S e site plan approval to a mini storage business with caretaker Storage" located on County Road N in the Town of Hudson. ; project would be built in stages. �. Za, ' { 'v If you have any questions or need more information, please feel free to contact me at the Town Office at 386 4263 Monday Wednesday. Sincerely, Rita M. Horne Town Clerk r Yet 1.302 Pact 05`7 .i I`ttir'J ST \TE BAR OF WISCONSIN FORM ; - L't82 QUIE CCA!M DEED VENT NO REGIS1 ER'S OFFICE , Hank D. Fogelberg , a married _person, and ST. CR IX CO., WI Brent A. Wernlund married person, Rae'd !N. ^,cord MAR 0 3 1998 4u,t;Wm to tfL_Parti ler -s tlp ._LI�C�_�._YI.1S�4II51I1__ Rai I i ty _cQmpany �_ 9:30 A M Re Ira t c ol Died, the In !fuwte 4 des — d real estate in St . Croix _ Cranny, State Ms' to THIS SPACE RESERVED FOR RECORCING DATA NAME AND RETURN ADDRESS KRISTINA OGLAND Zilz, Estreen & Ogland P.O. Rox 359 !Inchon, WI 54016 0 020- 1095 -00 -000 PARCEL IDENTIFICATION NUMBER t Lot 1 of Certified Survey Map filed February 5, 1980, in Vol. 4, Page 917, as Doc. No. 362924, located in NE1 /4 of NE1 /4 of Section 33- T29N -R19W, St. Croix County, Wisconsin. FED This __- IS not homestead property. CO n N • o+ 0, rn • O O o � , o 0 1 1 \ I I Y Y Y Z I \ 1 1 I I I \ \ 1 1 I I V 1 1 1 \ V I \ rn 1 , \ \ I oce 'a VII I A 1 o o! o§ / / I l A a wi $ ■ . - 1 \ I 1 / l I I � I V l T' '�' i / �� / I I r .- -,- • ��• •',°! - — -' I I 1 ► I 1 CO 0 ►��� 0. 0 6' x 50' SIG./ 0 1 g 1 1 � I 0j� BE LOCATED z rc n g n n _ _ / 1 OF BUILDING Y O to c0 .- 1 I I �� / N S 5 a I I . '4 ∎1 "4 o w a I I •• M II 2T5 a i �•• � 6�1�A� O • ■ sjr+4 i C.T.H. N __ . ∎ .' I 1 i I ••• 1 �� •4: � � � s a I ^y�;%l' 1 - )N MAP � ���� j�I l ". HUDSON $ n N •• I . I '•1 iii' * 1- w RR � ° .••1••• ' ; RR a) iii ii = ►•I' / • s ^ co V , � , 4 4 .4 - 1 rc o g n 1 Q \ 1 � �• • N. • I /•1• ► * x I ►•• ►•O \ •-' S • O∎■ 1 I ON CONTROL MAT ' ►••4 EVERGREEN I l''',,..;.,,, a -=� i � ► � TRE 1 ►••�'4,...., ^, ► s 0 �� Z 1 4 ,•• �•�•a, •_'Co 9 4 4 - te • -- — • ' 4DO•i °A:"� .4.0 V iii Q 1 , 0, . —. -- - O \ • ■ •+•II •►• CHECK 0 \I �•�••�•� }•••.•- r.-rr.--.•• NCE 0 '---• • • • ( n O qP (1 .. N O ___° 1,- (nJ 8 W \ COU LL' D N -_ FEW- CO o E SCALE: a ! V) F 0 15 30 60 SHEET NO. 2 ,...-- FORM NO. 985.A J S rk7 K1,*"® 3 4 ° FIE D . —o FE8 L2 t a6 61980 7 'Alia a Comm, bolder 0 Deal, :wy a - wh...�► ' 'b I F I ED SURVEY MAP 0- 6 ;� = N NE CORNER ► 1% -�~'- SECTION 33 g M 1- POI1' t ING T29N,RI9W cog) Ho 0 z m N 89 4I' W 273.50' o, N 89 352.01' i- L `Do 0 0 z p er - NOTE: Lot 1 is to a u cc have access to any roadway w w constructed north of its CCM north line whether it (E 352 OF THE S40852' �., accesses to C.T.H. "N" or EXCEPT ROADWAY) CC w z C.T.H. "U". 01 0 ZI z z i0 41 - F- N -II w N a w NI 10 M Z d w 0 co N CO w zi 6 LOT I M o, i M 0z al w$ 1- _ w J • Ji 2.5005 ACRES - a o - N I- 01 I T. NOTE: Zoning is Z ai z 4 H o commercial; this lot will ni J 41 ° not be used for residential 0 Jl a al purposes. w ZI ni S N E - N E SCALE I N FEET s "' R' 2533. H wro- 0 50 100 200 o N 5 2 0 5 9' 16 a- NORTHERLY RIGHT-OF-WAY LINE 4" ,. E 84 20'4 - -L-;= i n o O E N — LEGEND— m N 82 51 1 132.0 APPROVED , 43.1 -" �� — 4- COUNTY MONUMENT,BERNTSEN 1 N , _ __ N CAP c,.T H _____ - - - - -- 1EB 2 0198 N RAILROAD SPIKE FOUND �p N 4 FENCE _ - - - - - ST. C ',0,X Cc , TY M 0 75" X 24" ROUND STEEL BAR WEIGHING 1.502 LBS. /L.FT. COMPRE ►I_ a . PEW'. E7INNI190 SET AND Z. :.. ; CO,A;.4iifES DESCRIFTION A parcel of land located in the NE4 of the NE* of Section 33, T29N, R19W, town of Hudson, St. Croix County, Wisconsin, described as follows: Commencing at the NE corner of said Section 33; thence South (assumed bearings referenced to the East line of the NE* bearing South) 913.90' along said East line; thence N89 ° 41'W 352.01' to the point of beginning; thence continuing N89 ° 41'W 273.50'; thence South 415.60' to the Northerly right -of -way line of County Trunk Highway "N "; thence N82 °51'10 "E 143.19' along said right -of -way line; thence Northeasterly 132.09' along a 2533.00' radius curve concave Northwesterly whose chord bears N84 ° 20'48 "E 132.06'; thence North 383.26' to the point of beginning. I, James E. Rusch, registered Wisconsin Land Surveyor, do hereby certify that I have surveyed and mapped the above described property; that such plat is a true and correct representation of the exterior boundaries of the land surveyed; and that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance and the Town of Hudson Subdivision Ordinance to the best of my professional knowledge, understanding, and belief. This map is hereby approved by the Town Board of ToofH n. ® (Date) (Town G. erk) 4 `.v, cka kr►.' - ' a ►\ * * JAMES F. 1 •. Containing 2.5005 acres 2 MISCH a r Date: December 11, 1979 _ `�� S-176 ,iii ` /�� �� me s E. Rusch ` i River Falls, s J iT Surveyed for: Dean Fisk '�isc. Land Surveyor S -1376 I, Wis. .•of Owners: Glenn Waxon, George Holmes, Stevens Engineers, Inc. �„c ''�•..«a+•• -k Rio and Ed Mayor 1409 Coulee Road - Box 321 ` N° SURD a 0 ®� Hudson, Wisconsin Hudson, Wisconsin 54016 ` Vol. 4 Page 917 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 4 Labor and Human Relations DivieRm of Safety & Buildngs in accord with ILHR 83.05, Wis. Adm. Code *: COUNTY Attach complete site plan on paper not Tess than 81/2 x 11 inches in size. Plan must include, but �� � U1X not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. • dimensioned, north arrow, and location and distance to nearest road. . 0 - 9 S - 1 - 0‘, APPLICANT INFORMATION — PLEASE PRINT ALL INFORMATION D Y . DATE 0 PROPERTY OWNER: 2/4 Pi'SzT1v�{ - S� � PROPERTY LOCATION r S r U C./3 BR.EUT ►iVEU.N I.UMt flcWT. LOT L 1/4 IJtr 1/4,83 -2 -c ,N,R l `j- E (o�w PROPERTY OWNER':S MAIUNQADDRESS LOT 1 BLOCK 1 SUBD. NAME OR CSM 1 L! b Z S - Z /1( ''" ST. ‘ — CSWJ k)01.. U % N' °11 CITY, STATE ZIP CODE PHONE NUMBER ['CITY :VILLAGE E{rOWN NEAREST ROAD t bSDK),wi SVot htS) 3g6_oZu3 .soN3 ( 2flj - iv 14 New Construction Use [)4 Residential / Number of bedrooms 2 [ ] Additign to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 3bp gpd Recommended design loading rate — bed, gpd/ft • L trench, gpd/ft Absorption area required b' a bed, ft Soo trench, ft Maximum design loading rate • S bed, gpd/ft - trench, gpd/ft Recommended infiltration surface elevation(s) " l IS- ;J ft (as referred to site plan benchmark) Additional design / site considerations V ' ) ' S r3' Col.vk -t, $, - 11h.l. , 4.Z," oL Dt3TRl 8u ptt+.) PtPe-.3 Parent material S to..p■-t UvZik,n %ki Flood plain elevation, if applicable N A ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for system Ca S DU Ii3 S DU ®S DU ElS DU Os DU Ds ICU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD/ft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench Atiihlr]4iy n —Z� t \ — • s . N 1 I viz z � z, L. - z..� - sbk w,.`6- �-s b Z 2D -Ito -1. b 4-5 1 0 9 vnvi — .s •L Ground elev. ci3 - 1•1 ft. Depth to limiting factor Remarks: Boring # , , } . F ) 0 - S2 ti -,R t L Z mi — S _ • S •L .11M, Z 5ZZ2 \ 0` - I,I 1 - 3/ — st\ \c%Vet Yrl't C ^ - 7 -- - `' S b g � `NI \ ' f )_ L Ground /- • `, elev. ff.`s "r +t Depth to i Ja r .- t limiting t S r CROI / factor ` ,- COUNTY t0 (61 ti ZON NGOF 4 r,se .--/ .,I ` ----\-,:? - Remarks: ' . .... ...... CST Name: - Please Print Pine Arthur L. Wegerer 715- 425 - 0165_ rass- erer Soil Testing & Design Service -P. 0: lox 74 River Falls ,WI 5'4022 - signature: i' ' ' Date: CST. Numb PROPERTY OWNER Z RA P Z.TuEft- Stt'IP SOIL DESCRIPTION REPORT Page t— of PARCEL I.D. # O - L b q. S -0 0 Depth Dominant Color Mottles Structure GPD /ft? Boring # Horizon Texture Consistence Boundary Roots Bed Trench in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Op \ c• - Vz_ vz,--.1 \ z..), . 1... 2'c3‘p,1-t 14-fTv-- a-S - • S •to' Ground elev. °►y$.0 ft. Depth to limiting factor 1,1 Sh Remarks: Boring # 0 - \Z to-m_ Z !'z- - L e s X12 %41-.{ &S .. --S \ la \ Z 12 -\ "). S yR y/y 'F9 O s9 vv _ -% , Ground elev. `tele 0 ft. R- I✓ S p o 0 1= 10'1 1i 5 J 3 sic_ 1 t-1o1- 70 2 ' '1 3 - ow NJ Depth to limiting • 1' factor > 1.ZO‘ . Remarks: Boring # o -3y 10 -?- 1 Z — LSbYt wti`F• -g • 5 S 7_ 3■I -6S to-t2 3/ -- s 1 1 \e-,\ \z. m4\- -t i 7- - gym 3 LS - '1.$ Y2 Vint - 'S 0 St WI 1 . S ; • 6 Ground elev. a31 •S ft. i Depth to 3 ' limiting factor � > \37- Remarks: Boring # -< 0-'41 \v - 1 \Z z12. - L zFsb1t m -'►- cg s ; 6 ,. 2 2�_1 1•S`1t2.. 3 ay TS O 9 3 »� I � S I. . � ° , -44 te ;, k • Ground 11 x _ elev. gs8.o Depth to - limiting factor >17-3" Remarks: SBD- 8330(R.05/92) PROPERTY OWNER ZIN PPS -- * SW) P SOIL DESCRIPTION REPORT Page 3 of V PARCEL. LS. # 0 2.0 - w q S _Op Boring # Horizon Depth Dominant Color GPD/ft Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. Bed Muth o -zo )09.tZ '2.-t - 1.. - L Z isbrt VA s h c S - • S r 2 2.0 -3b 1 "!.t 3lL — SO Z 1I Sb1t » ,.. as • S - 6 Ground 3 36- 116 - 7-5 Y2 VA/ T b Sg h1) . S - 6 elev. °I3a.o . , . Depth to limiting factor 6 „ Remarks: Boring # ot Ground elev. ft. Depth to limiting factor . Remarks: Boring # i Ground elev. ft. • Depth to limiting factor Remarks: Boring # 0 Ground =.elev. ft - Depth to limiting factor Remarks: . > SBD- 8330(R.05/92) • PLOT PLAN Page of a SCALE 1 "= 30 wALl �b 8E kTcgT So' t.� °RT �! OF B ' L T D S . N A 1 M \ - s1'O � s �"� P1`toPOS�7 R.QS\--"rz., c.• I J 3 � o� W G2ovo 1 17' a- 1 o t�TT�"lv'n U►v %S th d I $ 9 I �3*��tir� � b it I in 6 ?n.:.\-- .." i .. h ,' II ST - I 01 ; > 1 1 0k1rk'L. 5 `-C Si .1'1. 1t.) ST 2 'R e •cH 3 `k So` Apr. G w 8 uN IT o'F II 1}tG li- CIP'P -cr-t S DFwlkiC L X cxt 3M-S 'Q`f 1hu FIL'1,- ./\ Live. L ke.V.k t1Zeq ca . 1 9 -g rii c - 0 - /� -rn y; 7 `� ( 71 5 ) 425 6s 1400576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page X of 4 lator and Human Relations Dnrisgn.ofsafetg 4 Buildngs in accord with •ILHR 83.05, Wi$. Adm: Code . COUNTY Attach complete site plan on paper not Tess than 81/2 x 11 inches in size. Plan must include, but not:Ilnited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL ID. # . dimensioned, north arrow, and location and distance to nearest road. • O Z- =1. LI 9- S -O V APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION REVIEWED BY - - - - -: PATE - _ PROPERTY OWNER: 211-} PitiT2TAU sit'1P PROPERTY LOCATION CAI BR, 11- 1 'v t..1 LUk,/b tOT fJ 1/4 I.1t 1 /4,S3 .2 -q .,N,R t 9- E (o®W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 4t o Z 5 S. z, n Sr. 1 — _ CSP'i V U t_ . U % \--.:) ° 1 1 ' 1 CITY, STATE ZIP CODE PHONE NUMBER DUTY DVILLAGE MOWN NEAREST ROAD - 0 2 IN.) lb NS) 3.6(3-02-LL 3S� Soft `il'> �fl �, wl ski New Construction Use [) Residential / Number of bedrooms 2 [ ] Additizi to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 3bp gpd - Recommended design loading rate bed, gpd/ft • to trench, gpd/ft Absorption area required b v 0 bed, ft Soo trench, ft Maximum design loading rate • S bed, gpd/ft - 'a trench, gpd/ft Recommended infiltration surface elevation(s) °t N S- O ft (as referred to site plan benchmark) Additional design / site considerations ‘7-5( S o' c `il rr.. 8■Zi - f'1- . 41," ou - 01..1TRL eu - Ilq►J P1PeT.3 Parent material S t"cr -JpLi - ovZ'w'f\ %•t Flood plain elevation, if applicable N A ft S = Suitable for system CONVENIIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system El S 0 0S 0 ®S 0 ElS ❑U ®S Du ❑S ISZtu SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color GPD/ftz Texture Structure Consistence Roots i n. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench T gt: 1 0 - Z ° lo'lV- ZLz L 1-cS)* W-i1- —s • S -b l Z ZD -1►r -1 . 4, tz vly `kS o s 9� vn V&>- — • s A. Ground elev. X131.1 ft Depth to limiting factor ›Ito" Remarks: Boring # o -s2 %%iv- 111 1 L Z`FSbk tine C-S — ` S • Z sz=1z \o-19_ 3 - St 1 \ -sbk Yn'fit- cS _ - z- •• 3 3 12 -toa 1.S tip.._ yty _ ` � ll � S b svl ‘ — -S .L Ground elev. q34 -1 ft Depth to knifing facts 10'6 , • Remarks: - CST Name= PleasePrint Arthur L. Wegerer 715- 425 -0165- eg rer Soil Testing & Design Serv1ce = P 0. $ox 74 River Falls;WI 5'4022 Signature ` _ / Date: -CST Number: . . . �' ' y12. d. , . {' - !' fit $ -88 �-2: -) MOO576. PROPERTY OWNER Z l N P ZTtJtS -SWI? SOIL DESCRIPTION REPORT Page?- of Y, PARCEL LD.1 O 'LO ) b 6 1 S -0 O i _ Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botxxiary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench \ o-lZ ‘o\ -1Vz 7,1Z — L 2`c,?.k 14-t` CS - • S ,1,.. z tz -A,\ s -..1 s `t � uiy ` o S 5 WI \ 5 L Ground elev ° a•. 0 ft. Depth to limiting factor > \; \S Remarks: Boring # . ; 1 0 _ 1Z L01,2.z-Lz - L 2..%-s Vet m'i)r- a._ .: . si , L 2 Z it_ \to -). s yD. -1r /y 'Fs e 39 wl 1 _ - % I. G round 4 \ _ a34 oO ft. f� 1~ w S p (S r= o F ‘p` VI_ S ) 3 s 1. c_. 1-“.Y `1 2 ' 't 3' ' ow - , Depth to . Iimitfng !lector Remarks: Boring # . 1 o -31 )off -2- 11 — \. 23b1/ Yfl 4 -5 - • S I • • - L 3y -6S Lo'Z c 3/6 — s 1 i \e -3b1 • .Z . 3 Grou 65 -132 1.S Y2 Wy _ 'S O St `M 1 — . S • So eiev: nd S •S ft. Depth to • limiting ` factor > k3 Remarks: . Boring # 5 � . � _ o-Z 1 roL z z1 Z - L Z`Fsb1t m'f' -, ag _ , % I. , b , q:' 2 21 -vZ-3 -- ).s , 3)y $ 1 0 9g rit) 's I '.}...1 l C G - elev.. . g3$;Oft. • Depth to limiting factol > Remarks: SBD- 8330(R.05/92) PROPERTY ° ER Z/H L11J SW1 p SOIL DESCRIPTION REPORT Page 3 of Ll 02,0- Lo -O PARC�`IA. � : De th Dominant Color Mottles ' Structure GPD /ft2 Boring # Horizon. P Texture Consistence Y Roots in Munsell Qu. Sz. Cons Cobr Gr. Sz. Sh. Bed Trends Jill zo Zoti (Z L Z -- L ' Z �sb12 1'A 'Fy. c g - ` 5 • L 2 s i 2 ISbk ») $ as - • 5 -6 2 20 -11. - .lu'1tZ 3I� i I Ground 3 36- 1161 - 7-S `Y2 VA/ — ' � S b sg in 1 - S - 6 elev. 93e.aft. Depth to limiting factor 6 „ Remarks: Boring # 1111 . Ground elev. ft. ` Depth to limiting factor Remarks: Boring # Ground elev. ft F Depth to limiting factor Remarks: Boring # lit, Ground .elev. . It Depth to limiting factor • Remarks: +:: i SBD- 8330(RA5/92) - : ,. I PLOT PLAN Page L) of L . F , SCALE 1 "= ac t y wLt_ - To 8 AT 1 .-WsT 1 '' Sp' 1JORC?y OF QED S i 9 E 9 R. ,svorki ` I 1 P z I- 7 N o1a 7 + 6 Cr ;v - ,,,s .- ,u►v 1 es 13.1 a-6 n 0 Ili , ,.... 1„,...-- - ; ! (?) 1 g.Z I � I 8.3 L NZ vZ 'lA ►utc $1 •J\ . T i 7 1 I C1 -1 Pr1 .. Q® 1 I ; 11 1 C \ 1-) " = olwri 0x.i 1'\ S `t. STS . t % . . ST/1 2 O - A S , - e H 3 'x S I` U ) ' - , G w \-`Tgi R I UN IT S of D1 - H # G N- - Ar'ce-c'M S1DE1,0l L ..ta c 1m_S Q•r 11u FR- , Live. 1-1•3 - 99 - ge , - r-f/tfititc. ( ) 1400576 71 5 4 ?.5 (11 F,5 CST Si nature Date Si ned Tele hone No. CST # 9 9 P Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 9 **And Human Relations r 'Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code • COUNTY • Attach complete site plan on paper not Tess than 81/2 x 11 inches in size. Plan must include, but % < not limited to vertical and horizontal reference point (BM4sfuection and % of slope, scale or PARCEL ID./ dimensioned, north arrow, and location and distanc . ealist road. r. 07-0 -1 0 9 S -o l7 APPLICANT INFORMATION - PLEASE PR DA 98 V. : n iF;:ci,[115;citc7e? PROPERTY OWNER: 211-} P1S'R71U : • ,. ii, ��'� ��. , ' 4 • ' ` � . 'TY LOCATI 1 ./Q, 8R. 1'I' KV NJ L, ..4-6, c : . .T k3 1/4 fJt 1/4,S3 3 T 9 ,N,R t `i E (o f': i' f'-. iT � Ov" NE.'s , . r3 :� _- o �_ , (: "; el ock # aUBD 4 NAM: OR CS�H # 1 -i b?_. S. Z el ..r. (s � ` � ,-.G9c, r. % V0I_, tI, "11 CITY, STATE ZIP CODE • ONE NUMB 0NVI `C E GI r ❑VILLAGE ®TOWN NEAREST ROAD Wu osIV.), 1,01 SVOL6 i ,t) 3 *,4( 1 g4 • `t S0N) Q-`n`} 4 IV New Construction Use [)J Residential / Nu ro b¢dtoigiris \ [ 1 Addition to existing building j ] Replacement [ ] Public or commercial • :44 . • Code derived daily flow 3b0 gpd Recommended design loading rate - bed, gpd/ft • le trench, gpd/ft Absorption area required No ' o bed, ft 5 0o trench, ft Maximum design loading rate • S bed, gpd/ft - b trench, gpd/ft Recommended infiltration surface elevation(s) a It S ft (as referred to site plan benchmark) Additional design / site considerations `Z' X S'' c >vv 11on.nno-L gam, - ii ht. • y, o u '0 vsli i 8 v - Du►J 1:=.1 pez Parent material S 1c•►•'o` -t o..'c %H Flood plain elevation, if applicable A ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system EIS DU OS DU ®S 0 OS ❑U ®S ❑U DS IOU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0 -ZO to�-I� Ztz _ L Z`Fsbk Im.`e� �s - • s • b Z ZO -110 - 1. S \--i t._ yly - F5 0 S 9 vn 1f€1-- • s • L Ground elev. 9311 ft. Depth to limiting factor tLO Remarks: Boring # c - S _ ` S • 2-I z sz z/ t o' -ttz- / L - s i 1 \ c sbk Yn 'fit- c_s _ • Z • • 3 - 12 -to% 1.S 'I R- vt - TS b % NY\ \ - - S • I . Ground • elev. g34•7 ft Depth to limiting factor ?t0$ 1 Remarks: • CST Name: - Please Print Arthur L. We e r e r Phone: 715-425-0165 Vegerer Soil Testing & Design Service -P.O. Box 74 River Falls ,WI 54022 ' Signature Date: w CST N • I �8 -58 y -3t�.: �ri M00576 A • PROPERTY OWNER 2 / 4 11P SOIL DESCRIPTION REPORT Page? of L PARCELLD.# O - Z-L) - 1 3 S -0 O De in. Depth Dominant Color 2 a t Co o Mottles P Structure G P D /ft Boring # Horizon Texture Consistence Baxidary Roots Bed Trench Munsoll Qu. Sz. Cont. Color Gr. Sz. Sh. \ - 2 �o` - t\Z z1z '' n L 2 •s ,t, m� �-S ` i Z l2 - \S 1 - SY1Z V[y � 1 - S S 5 WI \ ■ S ,L Ground elev. ° ►$.O ft. Depth to limiting factor Remarks: Boring # 1 o - ot Z L Z`c SI L 2. )2 -vz53 - . Ground 3ev oft. R FCC S p o \_ \ O'1 v 5 1. 3 Sic 1-- 2. ' 'To 3 ow t...) Depth to limiting factor Remarks: Boring # o -3y 1O`./ - J 2 L ZSbYt W'`• &5 S i •b Z- 3y -bS LO' L 3/6 — S �e�bk `E'� c _ . Z i . _1 ri m - 6s -\32 V/y - S 0S y - • S • b Ground elev. R ft. Depth to limiting factor ! ff Remarks: Boring # o -Z , S • 6 r 1 ��� \Z -2 42. - - L Z`Fsb1 m'F'r ag 2 21 -V2-3 3)1 `91 O 9 g wt I • S . • L E Ground elev. 8. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) • PLOT PLAN Page of y • SCALE 1 "= 30 wt1.\ -1O 8E flT LEkgT I•loCcI OF $ S ►•-11 \ - .rmwca a ti_ pSzoP0St,„ J ra - ji o1a 9 h� cr 9�v`nu►v s.s s. Q'\'31. tv J1/4 )4 seD g.Z g,3 404 � 8 �" 7 �333. ol'°Jo SAlti ReCUf 1h.) apWE1Z GLe 3�^�► Z - EL. c S . `1 Pttohe szea , = OVT 0 ?.i S `t S 11..)S1* - t;L. 2 R�`Ne kl 3Ix So LDS G z __$ UN t1'S of C`tf� 1 C-1 -CV SIDF wi/J Z t_ esa Q Q -S Q`r tiu Ft�1-� vR,:�tiic � eke `�1 'CiteN0 . 'vk - (715 ) 425 -0165 1100576 CST CST # CS Signature Date Signed Telephone No. CS 9 P 9 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 4 Labor and Human Relations Division of Safety & Buildings i n accord with ILHR 83.05, Wis. Adm. Code • • r COUNTY Attach complete site plan on paper not less than 81/2 x II inches in size. Plan must include, but - %‘ - r; C.V 1X not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. dimensioned, north arrow, and location and distance to nearest road. 0Z-0 - 0.9 S -oj APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION REVIEWED BY ... DATE. PROPERTY OWNER: 211 PiSS2.TAJ ER - S}f - I p PROPERTY LOCATION C/O '8R. 1, VE — N.)1 - U)Li G91ttOT 1 1141.)t t/4,S3 -2 -9 ,N,R 19 ENO PROPERTY OWNER' :S VAR LIN^ ADDRESS LOT I BLOCK # SUBO. NAME OR CSM # 1 - 1 o2 s - - n' ST. 1 - C-Sh, 01..,y % \ ° 1\1 CITY, STATE ZIP CODE PHONE NUMBER ['CITY ['VILLAGE ED NEAREST ROAD MAJZ.Sthi, lAj1 5V NS) 3$6 -6z 4's sores en-' N P M New Construction Use [x] Residential / Number of bedrooms 2 1 1 Addition to existing building 1 ] Replacement [ ] Public or commercial describe Code derived daily flow 3b4 gpd Recommended design loading rate - bed, gpdtft • L trench, gpd/ft Absorption area required ° z 0 bed, ft Soo trench, ft Maximum design loading rate • S bed, gpd/ft - trench, gpd/ft Recommended infiltration surface elevation(s) q 3 S. ft (as referred to site plan benchmark) Additional design / site considerations `Z' )- S d' Coh.vk 11or.�itl-t., g� - to pcl. , y,Z`' oue - b i1 Bu`Do J 1.11)e.3 Parent material S to•-ro\-1 o��wt\ %\ Flood plain elevation, if applicable A ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FUL HOLDING TANK U= Unsuitable for system IaS 0 4S 0 ®S ❑U EIS ❑U DS ❑U ❑S IIU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mollies Texture Structure Consistence N Roots Tte i n. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench n -to tortcz z_ I.z. Ls ', Z 20_1to - LS`1(/_ VIy -5 1 o S9` vr —. .s •L Ground elev. c131.1 ft. Depth to limiting factor > Up" Remarks: Boring # S a ) o -sZ ‘04.c2- z L. - 1_ Z k CS� 111i V. C---S - . S . \'` k Z _ — , Z : Z SiZ� 1 �`ttz 31(, s 1 \csb\ 1ni - �S 3 12 -103 1S 'IR- Vly - TS b g� tiv1 \ - -S • L. Ground • elev. q34 :7 ft limiting fackx • Remarks: ST Name: Print Arthur L. Wegener Phone: 715 -425 -0165 ' eg rer Soil Testing & Design Service -P.O. Box 74 River Falls,WI 54022' Signatue: / ° 18 - 8 S Date: 11-3b-918 •CST Number: . (4 M00576 • PROPERTYOWNER Stt1P SOIL DESCRIPTION REPORT Page 2- of PARCEL I.D. ft b S -0 0 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounder,/ Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 — Z •c.y — • S *: Z I2 -‘\S ms'sYk Viy `c S 5 WI \ S ,L Ground elev. ° I8.0 ft. Depth to limiting factor Remarks: Boring # ;,\ 1 o — \ L sNb\.z. 'm` &S _ s( . 11111' it-rm S`>R / y g �. S ‘c) Ground elev. '1.39.0 ft. pt�v S p \-,-% o >= ti�'� 1z s 13 s i 1-- Z ' 't o 3 Cowry Depth to limiting ?'factor >1. Remarks: Boring # b -3 )0 R- z 1 2 L "Zsb1-t `M`Fh d-S _ S • b 3y -6S 1- CZ- 3/6 — 51 bk m4 c� Z • 3 Ground 3 R LS -132 1.S Y - V/V `9S — • S i • 6 elev. ct - .5 ft. Depth to limiting i factor > \3 2." Remarks: Boring # , o_Z 0.1V ? t Z _ “ 1 6-S _ s , 6 I -1z.3 1 .S` 3 )v `91 9 - S I . ` Wj , ;Ground elev. g3$.*O Depth to limiting factor - > �z3" Remarks: SBD- 8330(R.05/92) PROPERTY OWNER ZA4 PPtEI1J*, Stt1 P SOIL DESCRIPTION REPORT Page 3 of y P4RGELf.D.• oZo - lv S - Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell pu, Sz, Cont. for Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench t : 1 o -Zo 1c'-i 2 Z-L Z — L Z'FSb1rt 1'n�H - S - s • L _ • Z zo_3b l'1 tZ 3It, s i I Z �►a Sbk »��>- as _ S 6 Ground 3 36 - 111. - 7 - S ` IL yly — 'S b S5 ill 1 . S - L elev. Depth to limiting factor t■l," Remarks: Boring # I I •2 : 1 ti. Ground elev. ft. Depth to limiting factor . Remarks: Boring # ot Lj Ground elev. ft. 1 Depth to limiting factor Remarks: Boring # -- ill I. Ground i elev. ft Depth to . limiting factor Remarks: SBD- 8330(R.05/92) Page of PLOT PLAN y = • 4 SCALE 1 "= 30 • w - - INT LtcgT so' 1- 10TLY4 OF 11,e S . ► - 1�� \- sTop -sg 1'�2 C'SZO Z ap �` \w s d • _9.y l� o �f o q "�'n u►v 'ass 8.11 di 6 c1 a tN I 61° 8.2. 8.3 P��11Qrv1 B� - ► �it'�Pr C3 ® � �'- I —WI_ Q33. 01 ' OM S1 l 13 tt4 )W %r1/4, Ppwet Po . '`3r�►r�'t — . RSS.v eN'1 S of C'ETa, I,I 'UST1 tL 2 _` cK . . li 3 `x su` 1.1) w-1-‘4 of '11 . t A'P rce - c'Cy StDF1.01 L CIS Ct t3E*._S FdL`IV..RIUR, vtQC. _ ..�Re 9 - (715 ) 425 -n, 6s 1400576 CST Signature Date Signed Telephone No. 9 CST 9 9 p #