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034-1067-50-025
,o sin Department of Commerce - PRIVATE SEWAGE SYSTEM county: St. Croix ly and Building Division INSPECTION REPORT Sanitary Permit No: 488138 0 ATTACH TO PERMIT) GENERAL INFORMATION ( 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: Kuhn, Robert I Springfield, Town of 034 - 1067 -50 -025 CST BM Elev: Insp. BM EI v: BM Description: Section/Town /Range /Map No: I ZY• V / ZZ 4 f -f -d " 4VZA I 30.29.15.461A10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY TATI B _ Z j FS / E LEV. Z- Septic !� Benchmark . SS / Z�d • /Zy. 4�t5 Dosing �� '1 Alt ' - -_ CiCJ •' Aeration Bldg. a er . olding St /Ht Inlet +l• 9 � 3, 3 7�'' � S t /Ht Outlet If p TANK SETBACK INFORMATION G �. S 74 TANK TO P/L WELL BLDG vent n ' Dt lnle&vV5m 3 7t, 5 ep is )� d , #*tow yes o om G �(.(/1.r, y� 7 �I. O ��• l osmg ea n. era ion yZ 7�^1Gf i G- � o mg Bousystern I i na ra e PUMP /SIPHON INFORMATION 6 - o ver Q !c GPM -jJI 4j L �b • B �J ZS� '7. o e um er � b 22. s L U, g Fic si Ys ea 3 Z S s h or aln en i a u1st. 10 Vvel t5r.U11KCSIL111 VVIU111 J U111 Y U1 - U. V1 I I el KA ]Vlb V11I 1116. 01 rMs H Iblut: LAC1. 1 11clula DeplM DIMENSIONS A / ( 2 0 i �r _ „ n /J INFORMATION I C.XX.f C MI3 OR Z, t . 15- JU11,11WULIU11 UM Pipe(s) _ Spacing Length Di Length Dia x Pressure Systems Only xx Mound Or At -Grade Systems Only Bed/Trench Center Bed/r'rench Edges Topsoil Yes No �fl Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:_ oL/ Z / 640 Inspection #2: Location: 2750 Highway 12 ilson, WI 54027 (SW 1/4 SE 114 30 T29N R15W) NA Lot 1 Sri Mow Par el No: 30.29.15.461A10 1.) Alt BM Description / a ` p er _ I �' _ y,/ 2.) Bldg sewer length = �2/ - 4* a 7 � � �` D � � 1! f �- /� L - amount of cover = /� /p (� YLYVI � l�t,l64" Plan revision Required? ] Yes '=No Use other side for additional information Si - SBD -6710 (R.3/97) cort Safety and Buildings Division County St Croix 201 W. Washin Ave., P.O. Box 7162 �seons�n Madison 537 7 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (60 1 Sanitary Permit Applieat,l State Plan I.D. Number L � In accord with Comm 83.2 1, Wis. Adm. Code, personal information you prove 1 151618 maybe used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if different than mailing address) L Application Information — Please Print All Information 27A St Hwy 12 Property Owner's Name i Parcel # Lot # r Block # Robert Kuhn uol 03 /6 - 56 - O ZS Property Owner's Mailing Address $T . Property Location 2764 HWY 12 SW ' /e, SETA, Section 30 City, State Zip Code Phone Number ZJ/ Wilson WI 54027 715- 698 -2751 T 29N; R 15 W II. Type of Building (check all that apply) X I or 2 Family Dwelling — Number of Bedrooms 3 �t S S Subdivisions CSM umber ❑ PubliclCommercial —Describe Use 11 V X State Owned — Describe Use ' 1W &j C ❑Village X Townshi W ❑City p of Springfield III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. X New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B List Previous Permit Number and Date Issued Renewal ❑ � Revision i h Transfer r to New B. ❑ Permit Rene al Permit evts on ❑ Change of ❑ Permit an e Before Expiration Plumber Owner W. Type of POWTS System: Check all that apply) 0 Non Pressurized In- Ground _ ❑ Mound < 24 in. of suitable soil At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑Holding Tank Peat Ft ter er-o tc Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersal/Treatment Area Information: J ., Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Re (sf) Dispersal pos Are ed (sf) System Elevation 450 0.4 480 / 1 z 480 $ 6 124.65 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units /J Concrete Constructed Glass New Tanks Tanks E t Z G ec v.— Septic or Holdin Tank X 1000 1 Skaw Pre -cast X ✓' Aerobic Treatment Unit Dosing Chamber X 1 000 1 Skaw 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' 'gnature MP/MPRS Number Business Phone Number Tom Gustum 227618 715- 658 -1344 Plumber's Address (Street, City, State, Zip Code) N13450 937 Street, New Auburn, WI 54757 VI U. Coun /De artment Use Onl pproved t Sanitary Permit Fee (includes Groundwater Date Issue Issuin gent Sign V o S ps) Surcharge Fee) O/� ne ' ven ❑ Reas on for D1 lCJ IX. Conditions of Approval/Reasons for Disapproval 1 i SYSTEM OWNER: 3) 1. Septic tank, effluent filter and dispersal cell must all oe services / rrleirltalrted 2- ` as per management plan provided by plumber. Z. AN setback requirements must be mak taiW Y ss per applicable code / ordGlarloes. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 1l inches in size � I __ ■ `, �° ; : T. E�'S"3„ >h"^�m�.a;ur ©� .'� >Fi? ©' C[E�C i■3� "' '6Ir ��t�;� ^h°lm�x: nri �t?�'']� `R�7 �Z �tE�a'' "sn�7 •R�� T ©�a !CD �1'°' ?[.�+ Z� T3E:7r ?[CI G ®n� �t� �T x Fin dam! ;b'� dL7 ;fir jam p _ [is �'�E7E s' ®® R:7 r" �7 's[ELIr � �■ fI�#4n ? " "'.t���a' "G] .Ora ' E� = E + J e � ��i� r © f� 1? 'Q'7 F 'C-7�k w KXhkn4 i4 � d'_�f M'��''�- �SfS�p:�mt�Tp� A� Qv ' W atW♦ d.® �© ■ ■� ' +.: �� �'�R �3�pt ".. � ��1� � k����2.����'� ��E!Ct� ©��3 �nf � A© � ©� ti0� J' • �x r� a,r K �cr;� S � �:� *xo� f� s�M� � 2 IM ; 7 7m u IM.Za, 0 '? � ■�■ � FT ""fig"' s,� aai � ��'a �'��` ©� �� ;�L I3 Yep' - E L I 1 ' ■n ��' dr. �- i7eS1��� ;i�.6.t�G�`a'41�'�;���:8"�� .'�•ks� rl"6i�'iA��+ R1` �tk��4+�i�R'� r�� s�sm� S�r�.;;E ���i�� ■���5���� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■� ■mom �� ■ ■■ ■ ■ ■ ■ ■■■■■■■ MEMM NOME ■r,'! MMEM■■■ ■■■■■■■ 8 ■ \� WMMM■■■■■■■■■ 10 ■■■■■■■ ■ ■ ■■ �.., \\ 111 \i \i1 ■■ ■ ■ ■ ■ ■� w-� ►!►11\ - ��■■■■■■ ■■ ■ \� 1`1i !���■■ ■■■■■ 2 5 iii IMili kM 0 K �' MIN RE UNIUM161, Safety and Buildings °'`• commerce.wl.gov 10541N RANCH ROAD HAYWARD WI 54843 ■ TDD #: (608) 264 -8777 s co n s i n www.commerce.wi.gov /sb/ i Department of Commerce www.wisconsin,gov Jim Doyle, Governor '- - --' Mary P. Burke, Secretary August 18, 2005 CUST ID No. 42258 ATTN: POWTS Inspector ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL ZONING OFFICE 124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARMICHAEL RD EAU CLAIRE WI 54702 -1645 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/18/2007 Identification Numbers Transaction ID No. 1151624 SITE: Robert & Linda Kuhn Site ID No. 701082 Town of Springfield, St Croix County Please refer to both identification numbers SW 1/4, SE 1/4, 530, T29N, R15W above, in all correspondence with the agency. FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1026945 Maintenance required; 450 GPD Flow Rate System(s): EZFlow Mound Component Manual — June 6, 2003, and Pressure Distribution Component Manual - Version 2.0" SBD- 10706 -P (N.01 101) 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: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, and the "EZ Flow Mound Component Manual for Private Onsite Wastewater Systems — June 6, 2003. • 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. 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. l ELI M GOTTFRIED Page 2 8/18/2005 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, Fee Required $ 175.00 [Fee $ 175.00 Balce Due $ 0.00 Leroy G. J sky, Wastewater pecialist Integrated Services Bureau WSMART code: 7633 (715)726 -2544 Office Ijansky@commerce.state.wi.us Private Sewage System Plan Index/Checklist Plan ID #: Owner's Name: NA Robert and Linda Kuhn Legal Description: Address: SW SE 30 29 15W 2764 State Highway 12, Wilson WI 54027;715 CityNillage /Town: County: Springfield St. Croix Page # Included Three copies Comments /Special Instructions 1 of 9 Site lay -out 2a of 9 Mound Cross - section Return by Mail 2b of 9 Dimensions, Footprints 2c of 9 Diversion ditch 3 of 9 Lateral lay -out ❑ Fax Letter to County/ Submitter 4a of 9 Tank Cross section - Fax number: 4b of 9 Additional Specs ❑ Call for Pick -up 5 of 9 Pump Curve 6a, b of 9 Soil and site Evaluation ❑ 7 of 9 Plot plan Other I, the undersigned, hereby certify that the plans waaas�l and specifications submitted °4 „+ G ON S •••�. herewith were prepared under my °.,+ G /�/ •• direction and control ` �' •• E►- M' s These plans have been designed according to the pTTFR1E� * C criteria set forth in the Mound Component Manual ``� 55 * �"(,G `311) ` a // w for Septic Tank Effluent for POWTS (SBD - 10691- ! 1t; Fo ,' gate 4 ?Ji - Signature 03 ^ P) (R.01 /01) and the Pressure Distribution Manual for POWTS (SBD- 10706 -P) (RO1 /01) O , + ' +A+naaaaaa o° Plumber/ Desi ner Credential # Eli M. Gottfried 42258 Address City St. 5 2 4 1 1 Zip 124 -1/2 Graham Av Eau Claire WI 54701 C p�Fo�r�O/fficce�+Use Only Signature f3O � .E7I. .J. Conditionally .r-` VD DEPARTMENT OF COMMERCE DI N OF Skt” Y BUILDINGS Additions: '^ 8 of 9 - Management Plan 9of9- Management Plan SFE C.0RRE:'-0NDENC '' Attachments: 1) Application 2) Soil and Site n 3) Plot Plan 4) fee I I n_ m m_ n cncn7c cl ' 3 I O A 3 Cn �� cn� m w a n�. 00 jn Q wo Q- o o i r3 3 IV A N(D ( toc n C C� N d N Z CD O 3 X = CA bD C') CD Z ' o 3 N p ° � N � O Q V N Of A O O _ O CD N O N S cA o (O N CD O y 0 I N cx.. / N CD N co ° m 3 ID C II N to 3 (• 3 I 1 CL _ I T O O d �. p 0 0 co _0 V C .° I 0 -n > > N CD n N 17 I I I 1 N 'O CD CA I I I \ " can O � x — " O CD S \ \\ O Z 3 �► �" \ ° \\ mm m 8 CD , \ \ co 'O O �' N m v ` to ID \ A CD \ N \_ A II - \ O C� p m Q7 $ Q TL 3 ` II U a N N S 3 O 3 CD O fD 11 0-0 , w 78 O GJ O N .Ni � fl T kA 'RIO 'S9018'? AA VS 5ooz 1 t 9 nn 03AI3038 RECEIVED AUG 17 2005 WETY & BLDGS. DIV. ( A O CV 0 v \/ co t /� O W m v no u V n , E E � ti V y II > I c o n mw cc v °� `p c 0 o w \ \ > \ N co a) 33 m cQ m \ t cQ 2 II a . of \ n rn a v O E a CD $ a v V v v z J, Lu i7 v o A c" 0 (D Z \ LO \ • _ � a \ O " x ° \ _ m 04 -- � • �, E Q N � ci CV C N D a) to I I I a) a3 > c a c N a) c�i ° E o o N a� m L m° E O O . r O O co CL Cl CD �. o n°' N _ c3 a oa 3 rl- I / I I E o Co 1 ( 3 as m N I L ° r O V I O c c O V1 a = % w I — C (n "f N w m Z rn p U S it m _ x e 0 t N p J�U y O v Z U crnC)5 a �. (a N a o o v o0 mC a� (o��� a� CF U) C 'r O I c .0 . to M (7 Q d _ Ytc� EN� ( � � o V cis w U O I II GOTTFRIED ENVIRONMENTAL For: Kuhn Date: June 24, 2005; revised 26 July 2005; Revised 12 Aug 05 NOT TO SCALE K L B I observation pipe distribution pipe observation pipe EMw unit apprwed syrthetic f tic T topsc;l ASTNkM H topsoil cap - - - G - R EC I V sand — — — — — — — —— — E sand fill D AUG 17 2005 Sr � -L 1 Y & BLDGS. DIV. tilled area g rade maximum slope: 0.018 Dimensions: (feet) Ld'g rate in ASTM C -33 sand = 1.0 gpd/sqft.; 450gpd / 1.0 = 450 sqft. Proposed mound = 480 ft z A = 4.0 B = 120, divided into 60 feet on either side of the manifold (6 sections of 10'x3' and 12 sections of 10'x6 ")) K = 13.61 (3:1 slope on ends of system) L = 147.21 J = 11.39 -based on a 3:1 slope I = 17.54 - based on 4:1 slope W = 32.93 D= 2.50 =3 E = 2. = 31 inches sand fill F = 1.00 G = 0.5 H = 1.0 Basal Loading Rate: 450 / ((120)(21.54)) = 0.17; Linear Loading Rate: 4.0 See additional information on up -slope sizing and diversion ditch - page 2b,c of 9 Page 2a of 9 GOTTFRIED ENVIRONMENTAL Revised: 12 Aug 05 Dimensions and Footprints for bed, sand, and fill fill -- X ft. sand EZFIow units U ft. ft. W w ft. I Bed: Dimensions: 120 ft. x 4 ft. = 480 ft.z RECE- V D Sand: AUS 17 2005 x = 9.38 ft. (based on 3:1 slope) w = 15.39 ft (based on 4:1 slope) Sr QTY;± E;,S. DIV. u = 10.74 ft (based on 3:1 slope Overall sand footprint = 141.48 ft x 28.77 ft Fill: I = 17.54 ft. J = 11.39 ft. K = 13.61 ft. Overall fill footprint = 147.22. ft. x 32.93 ft. i Page 2b of 9 GOTTFRIED ENVIRONMENTAL B B Gradient to blend into Z natural landscape S :13 B T W X Y o �,B, 5:1 slope all around ditch except stormwater outlet from ditch. Stormwaterto be diverted around west end of mound soil absorption system. DIVERSION DITCH DETAIL I RECEI V " L1 7 - J A = 1 ft. AUG 17 2005 � B =Sft. S;"; -cTY $ BLDGS. DIV. C = 144 ft. D =1ft. Grade Elevations: Trench Elevations: S= 122.92 ft. S= 120.42,A= 1.0 ft, B =12.50 ft, D =2.50 ft. T = 122.92 ft. T = 120.72 ft. W= 122.92 ft. W= 121.02 ft. X = 122.92 ft. X = 121.32 ft. Y = 122.92 ft. Y = 121.62 ft. Z= 122.92 ft. Z= 121.92 ft.,A= 1.Oft.,B= 5.0 ft, D =1.0ft. The bottom of the trench should be smooth so that water flows evenly from the east to the west end. Total drop from the east end of the diversion ditch to the west end is 1.5 feet = 18 inches. Drop is 1/8" per ft. I Page 2c of 9 Additional Specifications 1) Inlet and outlet pipes from septic tank and dose chamber: Schedule 40 pipe extending 3 feet onto firm ground. Joints must be approved. 2) Seals between tank openings and inlet and outlet pipes must be water tight. 3) Manhole covers must have an approved locking system and approved warning label. 4) Vent pipes must be 4" Schedule 40 PVC. All vent pipes must be 10 feet or greater from doors, windows, and fresh air intakes. 5) The pump and alarm must be on separate circuits. 6) The electrical junction box for the alarm and pump must be weather - proofed. Note that the calculations on sheet 4a of 5 are based on the Mound Component Manual for POWTS SBD -10691 (11O1 /01) and the Pressure Distribution Manual for POWTS SBD- 10706-P (RO1 /01) REC ?-" ► iv 17 2005 S ; n -ETY & BLDuS. DIV. Page 4b of 9 GOTTFRIED ENVIRONMENTAL PIPE LAY -0UT NOT TO SCALE Endcap P ENDCAP O ENDWALL z Y42 X X X 2 W U W O TO SIDEWALL LL i access cover "X" SPACES MUST BE EQUALLY SPACED. EVERY 5TH HOLE MUST POINT UP. ALL OTHER HOLES POINT DOWN. endca 0 pipe end view side view of pipe w/ turn -up - - -- ange For: Kuhns V e u 7 �� Date: June 24, 2005; revised 14 Aug 05 5 Hole density per cell = <12sgft.; 480sgft / 6 sgft / hole = 80 holes. Proposed holes = 40 per pipe. So". -E & BLDGS DEW. Distance from 1 hole to last hole = 59.25 feet = 711 inches. EZFIow length = 60 ft. = 720 inches P (ft) = 60 ft to turnup from manifold. Last hole is 9 inches inside of EZFIow and before turn-up. First hole is 9 inches from "T ". X (in) = 18" Y (in) = 18" - distance from last hole to next to last hole hole dia (in) = 1/8; q = 11.79 *d(exp2) *5.0(exp1 /2) = 0.412 lateral dia (in) _ ] -1/2; force main dia (in) = 2; # holes /pipe = 40 invert elev of laterals (ft) = 125.12' force main length (ft) = 1,025' max. GPM = 32.96 friction (ft) 23.64 1) Note that ends of distribution lines must be provided with access boxes. 2) Turn -up must be long 90 degree sweep or 2 - 45 degree bends Note that calculations on this sheet are based on the EZ Flow Component Manual for POWTS and the Pressure Distribution Manual for POWTS SBD- 10706 -P (RO1 /O1) Page 3 of 9 GOTTFRIED ENVIRONMENTAL approved locking 4" PVC vent pipe manhole cover w/ must be >10 ft. from warning label door, window, or weather -proof fresh air intake junction box vent cap 12 in. mir imum vent conduit 12" Grade 4 i minimu ai i t seal 18 in. mimi u 4" Sch 40 PVC slee\e Quick Disconnect �' � � � / A 1� A B B alarm �- - on - off D Note that pump and alarm pun► A = 1/4" ee hole are to be installed on B = approved j oint w/ 4" Sch 40 separate circuits concrete PVC pipe xt nd'mg pad 3 ft. onto solid soil 3" of bedding under tank A For: Kuhn; date: June 24, 2005; Revised 26 July 2005; revised 14 Aug 05 AU G 1 " 2 '" � SEE FOLLOWING PAGE (PAGE 41b OF 5) FOR <20% of wastewater flow ( . 1 , , ADDITIONAL NOTES Sr',�t.jY `i"'' Dose = 54.4 + 167.3 = 221.70 gallons / dose Internal dim: Capacities: Radius: 40" (average) liq. dep: 53.5" Depth inches gallons A 28.36 564.35 B 2 39.8 Pump: Zoeller C 11.14 221.70 Model: 186/4186 D 12 238.80 Switch: Manual Bottom of pump tank = 75.82' Tank Manufacturer: Huffcutt, 1000 Round Elev of pump = 76.57' Tank Capacity: 1000 nominal Elevation of laterals = 125.12' Actual Capacity: 1064.65 Gallons per inch: 19.9 Vertical dif between pump off and dist. pipe: 48.55 ft Minimum network supply pressure: 1.3 x 5.0 = 6.50 ft. Alarm Manufacturer: SJ Electro 1,025 ft. Force main = friction : 23.64 ft. -- Model Number: Tank Alert I Total dynamic head: 78.69 ft. -- Switch type: mercuL32.96 OUTLET SIDE OF SEPTIC TANK MUST BE EQUIPPED Minimum Discharge Rate (gpm): WITH ZABEL FILTER, MODEL A100 DRUM STYLE FILTER.. 20% of wasterwater flow = 90 gallons 5x's void vol. Of laterals = 5 * 2 * 0.092 * 59.25 = 54.4 gallons Note that Sch 40 PVC 4" ID pipe is to be used for vent pipes and inlet. For inlet and outlet pipes, Sch 40 PVC is to be used for a Void volume =0.164 * 1,025 feet = 167.3 distance of 3 ft onto firm ground. Code calls for dose to be > 5x's the void vol of the laterals and Page 4a of 9 Wisconsin nepaftmentofCommerce SOIL AND SITE EVALUATION Page Of ` Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 % x 11 inches in size. Plan must include, but County St. Croix not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to the nearest road. Parcel ID # 0 3Y-lo,,7-S0 - azS APPLICANT INFORMATION - Please print all information Reviewed By: Date: Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property owner: Property location Bob and Linda Kuhn Gov't lot: SW 1/4 SE 1/4 S30 T 29 N, R15 E (orgN Property owner's mailing address: Lot # Block # subd. name or CSM# 2764 STH 12 NA NA NA City / State / Zip Code Phone number: city Village Town Nearest Road Wilson / Wisconsin /54027 715- 698 -2751 Springfield STH 12 ® New Construction Use ❑ Residential/Number of bedrooms 3 Addition to existing building: NA ❑ Replacement ❑ Public or commercial - describe Code Design Flow Rate: 450 gallons /day Parent Material: Glacial Till - ground moraine General Comments and Recommendatio poorly dr ' lfisols, underlain by dense glacial till. A long narrow mound SAS is recommended for this site with 2.50 feet of sand fill This is an A +0 mound s SOIL ESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD /FT' Pit 1 Eff# 1 Eff#2 Ap 0-9 IOYR 2/2 fld7.5YR 5/8 sil 2msbk vmfr aw 2vf 0.6 0.8 Ground E 9-11 IOYR 4/2 mld 7.5YR 5/8 sil Impl vmfr aw if 0.4 0.6 Elev (ft.) 96.72 Bt 11 -20 7.5YR 4/4 m3p 7.5YR 5/8 A w c Imsbk vmfr gw NA 0.4 0.6 Depth to 2C 20 -21 5YR 4/4 m3p 7.5YR 5/8 scl sat'd limiting factor- in. 0 Remarks: standing water 15 "; dense C horizon Borin g # Ap 0 9 - 1 OYR 2/2 8 fl d7.5YR 5/ sil 2msbk vmfr cw 2vf 0.6 0.8 Prt 2 E 9-11 l OYR 4/2 ml p 7.5YR 5/8 sil 1 mpl vmfr aw 1 of 0.4 0.6 Bt 11 -19 7.5YR 5/4 m2d7.5YR 5/8 sicl Imsbk vmfr aw NA 0.4 0.6 Ground Elev (ft.) 2C 19 -20 5YR 4/4 m3p 7.5YR 5/8 scl sat'd 99.68 Depth to limiting factor- in. 0 Remarks: standing water at 12 "; dense C horizon CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Tel. No. 715- 833 -1400 Address: 124 -1/2 Graham Ave. Eau Claire, Wl. 54701 Date: 23 May 2005116 June 2005 CST # 221981 Q SOIL DESCRIPTION REPORT rope roperty owner Kuhn Parcel ID# ' Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD /FT' Pit 3 Eff#1 Eff42 Ap 0-9 l OYR 2/2 fl d7.5YR 5/8 sil 2msbk vmfr cw 2vf 0.6 0.8 Ground E 9-13 1OYR 4/3 mId7.5YR 5/8 sil lmpl vmfr gw ivf 0.4 0.6 Elev (ft.) 95.88 Bt 13 -19 1OYR 5/4 mld 7.5YR 5/8 sicl sat'd Depth to limiting factor- in. 0 Remarks: standing water at 14 "; C horizon - very dense Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD /FT UP] Eff#2 Pit 4 Ap 0-9 l OYR 2/2 fl d7.5YR 5/8 sil 2msbk mfr cw 2vf 0.6 0.8 Ground E 9-15 1 OYR 4/3 m 1 d7.5YR 5/8 sil 1 mpl mfr gw 1 f 0.4 0.6 Elev (ft.) 96.72 Bt 15 -20 l OYR 5/4 m 1 d 7.5YR 5/8 sicl 1 msbk mfr as NA 0.2 0.3 Depth to 2C 20 -22 7.5YR 4/6 m2d 7.5YR 5/8 scl massive limiting factor- in. 0 Remarks: standing water at 13" Boring # Ap 0- 9 1 OYR 3/2 NA sil 2msbk mfr cw 2f 0.6 0.8 Pit 5 Bt 9-16 7.5YR 4/4 fl d7.5YR 5/8 sicl lmpl mfr gw if 04 0.6 Ground 2C 16 -19 7.5YR 4/4 m2d7.5YR 5/8 scl lmsbk vmfr NA NA 0.2 0.3 Elev (ft.) 122.12 Depth to limiting factor- in. 0 Remarks: Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT' Pit 6 EM 1 Eff#2 Ap 0-12 10YR 3/2 NA sil 2msbk vmfr aw 2f 0.6 0.8 Ground f2f7.5YR4/6 sil lmsbk mfr aw lvf 0.4 0.6 - Elev (ft.) Bt 12 16 1 OYR 4/4 122.12 2C 16 -21 7.5YR 4/4 fld 7.5YR 5/6 scl lmsbk mfr NA NA 0.2 0.3 Depth to limiting factor- in. 0 Remarks: 2C Horizon - 5% gravel. L) SOIL DESCRIPTION REPORT Pro cta Owner Kuhn Parcel ID# Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD /FT Plt 7 Eff#1 Eff#2 Ap 0-11 10YR 3/2 NA A 2msbk mfr cw 2f 0.6 0.8 Ground E 11 -13 IOYR 4/3 fld7.5YR 5/8 sil Impl mfr gw NA 0.4 0.6 Elev (ft.) 121.32 Bt 13 -17 IOYR 5/4 m2d7.5YR 5/8 sicl Ifsbk vmfr 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 in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD /FT Pit 8 Eff#1 Eff #2 Ap 0-8 1 OYR 3/2 NA sil 2msbk mfr as 2f 0.6 0.8 Ground Bt 8-16 IOYR 4/4 m2d7.5YR 5/8 sicl Imsbk mfr NA NA 0.2 0.3 Elev (ft.) 122.12 Depth to limiting factor- in. 0 Remarks: +0, f \� ! \§ �§ \/ 4 / ( §a7E im[ 5 / 2 $ms { z # 0GK - o } / § ®/ - ] 8 / D � } 0 . CD �OD ! 4 J § $ ° _% # 4 {/2 \7 4 i A (# 0 ; / CT ' \ : - ' / \ - � \ � m 27 2 ' £ ¥ - \ ome . ^ ^: @ E < CD } f / co ;E& ^� \\ ~ ~ ��u CO - Ca. : � ±�f� CD CD CD : m � CL < m� - 0 �\ \ & 3 & CD CD CD� . � � r• , POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Robert and Linda Kuhn Tank Manufacturer Huffcutt ❑ NA Permit # x Septic ❑ Dose ❑ Holding Vol. 1000 gal DESIGN PARAMETERS Tank Manufacturer Huffcutt ❑ NA Number of Bedrooms 3 ❑ NA ❑ Septic x Dose ❑ Holding Vol. 1000 gal Number of Public Facility Units x NA Effluent Filter Manufacturer Zabel ❑ NA Estimated (average) flow 300 al /da Effluent Filter Model A100 Design (peak) flow = (Estimated x 1.5) 450 al/da Pump Manufacturer Goulds ❑ NA In Situ Soil Application Rate 0.17 al /da /ft2 Pump Model WE 0 7 H Standard Influent/Effluent Quality Monthly average' Pretreatment Unit x NA Fats, Oil & Grease (FOG) <_30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) <_220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Manufacturer Biochemical Oxygen Demand (BOD5) _ <30 mg /L Dispersal Cell(s) ❑ NA Total Suspended Solids (TSS) <_30 mg /L ❑ NA ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Fecal Coliform (geometric mean) <10 cfu /100m1 ❑ At -Grade xx Mound Maximum Effluent Particle Size in dia. ❑ NA ❑ Drip -Line ❑ Other: Other: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 2 ❑ month(s) (Maximum 3 years) ❑ NA x ear(s) Pump out contents of tank(s) ❑ When combined sludge and scum equals one -third (X) of tank volume ❑ NA ❑ When the high water alarm is activated Inspect dispersal cell(s) At least once every: 2 ❑month(s) (Maximum 3 years) ❑ NA x year(s) Clean effluent filter At least once every: 3 El month( X year(s) ) ❑ NA Inspect pump, pump controls & alarm At least once every: 2 Xx year(s) ❑ year(s) El NA Flush laterals and pressure test At least once every: 2 ❑ month(s) x NA xx year(s) Other: At least once every: El month(s) x NA ❑ year(s) Other: x NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one -third ('X) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of <_12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (12/02) L / I � Page of. START UP AND OPERATION + For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other- chemicals that may impede the treatment process and /or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. xx Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS 1) Filter should be inspected periodically during the year; 2) For new construction, the tank(s) should be pumped prior to occupancy. Filter should be inspected for latex paint contamination if effluent level has reached the level of the filter prior to occupancy POWTS INSTALLER POWTS MAINTAINER Name - r0 v sj. Name David Steel Phone 15 - G5 _ / 31 Phone 715-684-5680 SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name Name St Croix County Phone Phone 715 Safety and Buildings commerce.Wl.gov 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 07, 2005 CUST ID No. 42258 ATTN.• POWTS Inspector ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL ZONING OFFICE 124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARMICHAEL RD EAU CLAIRE WI 54702 -1645 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/07/2001 Identification Numbers Transaction ID No. 1151618 SITE: Robert & Linda Kuhn Site ID No. 701082 Town of Springfield, St Croix County Please refer to both identification numbers, SW 1/4, SE 1/4, S30, T29N, R15W above, in all correspondence with the a enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1026938 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101 .01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in -situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 50.2 gpd/sf, and the linear loading rate 54.0 gpd/ft. 4. Orifice spacing in the pressure distribution network should be 530 inches. 5. Chisel plowing tc a depth of 14 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 6. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. ELI M GOTTFRIED Page 2 7/7/2005 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 04 Balance Due $ 0.00 Leroy G. J sky, Wa )ewater S e ialist Integrated Services Bureau WiSMART code: 7633 (715)726 -2544 Voice Ijansky@conimerce.state.wi.us J GOTTFRIED ENVIRONMENTAL 124 Graham Ave., Eau Claire, WI 54701; 715- 833 -1400 telephone: 715 -833 -1400; fax: 715- 833 -1381; email: elicstm(asbcSlobai.net INTERPRETATIVE REPORT June 21, 2005 Conditionally Proper owner: Robert and Linda Kuhn A 11PijKuVED Legal Description: SW SE 30 2915W GLPARTMENT of Coto.MERCE Springfield, St. Croix County DIVISI 4 of SAFETY AND BUILDINGS INTRODUCTION 1151618 E CO ESPO NCE On 23 May 2005 and on 16 June 2005, soil tests and evaluations were conducted by me on the property described above. The soil tests were done in response to a request by the property owners, Robert and Linda Kuhn, as part of the development of this parcel for their son, Jonathan Kuhn. It is the intention of the prospective property resident to establish a three- bedroom home on the site. RATIONALE FOR THE INTERPRETIVE REPORT High and low chroma features in the soil as compared with matrix soil colors are considered as indicators of seasonal saturation in the State of Wisconsin. Department of Commerce Comm 81.01 (118) states: "High groundwater" means zones of soil saturation which include perched water tables, shallow regional groundwater tables or aquifers, or zones that are seasonally, periodically or permanently saturated. Comm 81.01 (119) further defines evidence of seasonal saturation in the soils: i "High groundwater elevation" means the higher of either the elevation to which the soil is saturated when observed as a free water surface, or the elevation to which the soil has been seasonally or periodically saturated as indicated by the highest elevation of redoximorphic features in the soils. At least 36 inches of soil separation is required between the bottom of the soil absorption system and the redoximorphic soil features in most types of soils (Table 83.44 -3, Department of Commerce). Where this does not exist, an above ground SAS must be constructed (i.e. mound or At- Grade). The initial determination of this site has found the site to be unsuitable for mound type septic systems (Soil Absorption System), as per WAC Comm 85.30(2)(a) and (b). This code section mandates that: 1 1 1. Redoximorphic features be used as an indicator of seasonal saturation in the soils. ' 2. Redoximorphic features appearing at depths of within 4 inches of the bottom of the A horizon shall be interpreted as seasonal saturation occurring at ground ( "Unless determined otherwise..., the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon. ") Although Comm 85.30(2)(b) mandates that redoximorphic features within 4 inches of the A horizon be interpreted as seasonal saturation to ground surface, Comm 85.60(2)(a) allows for an interpretive determination of the soil conditions and depth to seasonal saturation should this condition exist. This section states in part: "A written report by a certified soil tester evaluating and interpreting redoximorphic soil features ... may be submitted to the department in lieu of high groundwater determination data. The written report shall conclusively demonstrate that the existing soil morphological features or color patterns are not indicative of current conditions of periodic soil saturation." This is the basis for the current report. GEOLOGICAL HISTORY The subsurface formation in St. Croix County consists of the Prairie Du Chien Group (dolomite and sandy dolomite). Depth to bedrock ranges from 0 - 15 meters (Brown, B.A. (1988)). This formation is of Ordovician origin (Paleozoic era 425 mya). Dolomite appears to have been laid during the early Ordovician period, while the sandstone was laid during the late part of the period (Paull, R.K. and Paull, R.A. (1977)). Glaciation of St. Croix County occurred many times during the history o f the earth although the most recent glaciation, during the Pleistocene epoch (approximately 1 million to 10,000 years before present), is the most apparent. There were several stages of glacial advance, the most recent being the Wisconsinan stage. This was the result of the advance of the Superior Lobe and, from this, the Chippewa Lobe (Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin). St. Croix County appears to be part of the geographical province of the Western Upland. As noted by Paull et al (Paull, R.K., R.A. Paull (1977) Geology of Wisconsin and Upper Michigan Kendall / Hunt Publishing Company, Dubuque, IA), "The Paleozoic rocks ... are the retreating erosional edges of marine sediments that once extended across the Northern Highland.... Late Cambrian seas washed over the Precambrian erosional surface to deposit more than 1,000 feet of sandstone, with minor amounts of interbedded dolomite." The St. Croix River has its origin in the Northern Highlands and its resistant Precambrian rock. The loess deposits in St. Croix County appear to be the result of the westerly winds carrying fine textured soils easterly to the eastern bluffs of the river and beyond. The soils observed on site suggest that the area has been influenced by glaciation. Soils appear to be loess (fine- textured, wind blown soil), underlain by glacial till. Loess, present as fine- textured silt and silt loam in the Ap horizon, may be the result of the influence of the wind -blown fines of 2 the St Croix River floodplain. DESCRIPTION OF THE SITE The parcel of land under investigation lays in the SW SE 30 29 15 W, Springfield, St. Croix County. Total land encompasses 40 acres. All land lays north of State Highway 12 and south of a freight railroad line. SOIL MAPPING OF THE AREA The soils in the proposed mound site are identified as Vlasaty series soil (VaB) according to the Soil Survey of St. Croix County, published by the Natural Resource Conservation Service of the U.S. Department of Agriculture. These soils are described as being "moderately well - drained soils on low ridges and knolls of ground moraines." They are further described as having been "formed in silty sediment and in the underlying clay loam till." Taxonomically, this soil series is classified as Glossaquic Hapludalfs. On -site evaluation of the soils on this site is in agreement with the published soils data for the site. As noted in the accompanying soil report, the proposed mound area was found to have a silt loam topsoil and subsoil and a sandy clay loam parent material. Redoximorphic features were found in the Bt horizon (silty clay loam) at a starting depth of approximately 8 inches below grade or in the E horizon at I 1 inches in the area of the proposed mound. The further down the slope the soils were evaluated (at lower elevations of the land surface), the more shallow the redox features appeared in the soil profile. Thus in pit 7 (121.32 feet elevation) the start of redox was observed in each horizon at 1 I inches. This is contrasted with the appearance of redox features in pit 1 (elevation 96.72) where redox features were present at the surface and were standing water was observed at 15 inches below grade. LOCAL HYDROLOGY I II As noted on the accompanying plot plan and topographic map for this area, this 40 -acre parcel consists of a gently sloping hill at a 4% decline to the south. At the bottom of the decline, soils are very wet. The redox features appear at the surface and standing water was observed on the surface in the vicinity of the mobile home and in pits at a depth of between 12 and 15 inches in the area of the back slope. It appears that water moves along the dense sandy clay loam layer. j Subsurface flow is probably Southeast or East towards the Eau Galle River. The topographic map consulted for this report does not indicate any wetland areas in the vicinity of the proposed mound dispersal system. No naturally occurring areas of standing water were observed in the area of the proposed mound POWTS. SIGNIFICANCE OF REPORTED SOIL CONDITIONS AND SURFACE WATER FLOW Soil conditions and the presence of redox features are the result of two conditions on site. One is the land position. Soils higher up in the landscape position are more likely to have well - developed soil as a result of water moving in a more vertical direction. This results in more 3 0 O (V N D Ob d N O Cl) O O_ W O. O II E w O E IO N 0 N d N E o \ o N E \ O C O O M IJ \ n °n COW N N O �2 O O II \ O O C cc a O W \� \ c co (O O \ \ \ f0 \ \\ \ O O I E Z LO \ i ._. L6 t CL M O Z co N 4 E O \ I I I \ O «_. N Cl � 3 o c CO a CL © \ I CW w m J I _ m cy Q n o x �i Cn I � o � a CD CL 0 y 1 o O O o ✓9 � II _ co O m S, O o U N o ti Z (n NN O M M 5 U o C13 LU M U) C 10 vi - C N C d .O co O w Q U) U) Ec - e� i 5 ry 6 c r i i s _ � 1 ell Q �2 WM w_ I � �� __ '� __ _ _. ___ __ � __ _. __ __ __ • r ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owne uyer n l�tihrl L- �'I C�or Grh Mailing Address ���"� I"� 50 /7 1V It' Property Address 14 w on (Verification required from Planning Department for new construction) City /State Parcel Identification Number o3 4 - /0 - 7 - SO �Z LEGAL DESCRIPTION r , �- a I , Property Location S %., S V., Sec. 30 , T�N -RAW, Town of r % . 0 Subdivision , Lot # 1 2 d , Pa g e v 3 8� Certified Survey Map # q/, , Volume e g Warranty Deed # , Volume ; Page # ``Spec house D yes [ no Lot lines identifiable Dyes O no SYSTEM MAINTENANCE Proper maintenance Improper use and maintenance of your septic system could result in its premature failure to handle was tes. p 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 wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cerficgtton stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office 'w" 30 days of the ee year expiration date. SIGN TURF 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 ove, by virtue of a warranty deed recorded in Register of Deeds Office. TUBE OF APPJLICANT 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 Parcel #: 034 - 1067 -50 -025 04/17/2006 04:19 PM PAGE 1 OF 1 Alt. Parcel #: 30.29.15.461A -10 034 - TOWN OF SPRINGFIELD Current X_j ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 12/30/2005 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner ROBERT J & LINDA R KUHN 0 - KUHN, ROBERT J & LINDA R 2764 HWY 12 WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 26.310 Plat: 5138 -CSM 20 -5138 034 -05 SEC 30 T29N R1 5W PT SE SW, PT SW SE, PT Block/Condo Bldg: LOT 01 NW SE CSM 20 -5138 LOT 1 (26.31 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 12/30/2005 815417 20/5138 CSM 02/11/1998 572761 1295/145 WD 07/23/1997 9431559 07/23/1997 938/121 more 2006 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/14/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 24.310 3,300 0 3,300 NO OTHER G7 2.000 9,550 5,200 14,750 NO Totals for 2006: General Property 26.310 12,850 5,200 18,050 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I � 81541 VOL 20 PAGE 5138 KATHLEEN H. WALSH - - ^ REGISTER OF DEEDS ST. CROIX CO., NI CERTIFIED SURVEY MAP RECEIVED FOR RECORD 12/30/2005 11:50AM LOCATED IN PART OF THE SE1 /4 OF THE SW1 /4, CERTIFIED SURVEY MAP PART OF THE SWi /4 OF THE SE1 /4 AND PART OF REC FEE: 13.00 COPY F THE NW1, OF THE SE1 /4 ALL IN SECTION 30 PAGES: 2 3 .00 T29N, R15W, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. N1 /4 CORNER O4 I SECTION 30 LJo�oLl1/U❑ J LIV V ©�o �c�Jg Ll'� ti.7 LS�� / - `V • L o Iz SOUTH LINE OF THE NW1 /4 OF THE SE1 /4 ,, 3 4, 3 sro S 8 9 0 5 4 '21 27O 63' �� _ NORTH LINE OF THE i cm SW1 /4 OF THE SE1 /4 cn / NORTH LINE OF THE SE1 /4 OF THE SW1 /4 Q / PROPOSED SEPTIC AREA a O G�O G°�4a�i��i'GG3G] OdG°�O °o a M �I I Z \ 0 r CL U) Q 0 \ N Iz r J I W o �. �'t LOT 1 W i N _ 26.31 ACRES INC. R/W O ° cy LL 1.146.236 SCI. FT. O p I pr li _ ~ w i t" n 25.80 ACRES EXC. R/W r I 0 O N v z I �1 �- ZD z u 1,123,988 SQ. FT. N z w0 Q �N � ZD E �p tV w 0 �] 1 1 7, 2: N a LL- °L�' I N °� o ccv O az aI N O. a O ° Z I HOUSE w Q Lu o o \SGO NS�': -` 0 0 0 0 w - - --CENTER OF CREEK �� Lo Q � EDVO C' Q7 WELL-0 � co FLANUM __ �, ^ � o S -2481 = 0 �p w IL r' • V�ETLAND A WISP W� O�. o 0 is � - , • r � 111 1 _ cc el . ........ ......... .............................. SW CORNER . 0 . O �.t� " " o N89 °' O SECTION 30 �° �o W o 5643 W SOUTH LINE o C9 29.98' 1 OF THE SE1 /4 SE CORNER _ N89 °53'00 "W 644.03' _ _ _ _SECTION 30 _ • N89 °53'00 "W __ _ — ,'�' M N89 °56'43"W 1918.69' • °— _ _. _� N89 °53'00 "W 644.03' `° co 2589.55' ° ' --- ------- ---- - — ' S - - OUTH LINE - N89 53 00 W 2562.72 S1/4 CORNER -� - -- N89 °56'43 "W 2619.54'-- r-- OF THE SWi /4 LEGEND SECTION 30 i _ O I OWNER N89 056'43 "W ROBERT AND LINDA KUHN O 1" STEEL SURVEY MARKER FOUND 29.99' ( r p ('� ( 2764 HWY 12 2 3/5" O.D. IRON PIPE FOUND O M WILSON, WI 54027 M[n�G°��44CGD ► o c"� � SURVEYOR • 1" O.D. IRON PIPE FOUND O oCh _ I NORTHLA D SURVEYING, INC. ■ 3/4" RON REBAR FOUND I P.O. BOX 14 ROBERTS, WI 54023 p 3/4" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT SCALE IN FEET 1 " = 200' Dal 200 0 j 8£TS aBEd OZ ToA . S133HS Z AO Z 133HS 'plall0uladS 1 umol ay? PUP aolllp buluoz Alunoo xloj:D -IS ayl loeluoO laoied Aue 6uldol9nap 10 bulseloand ajolaq •(•o 'jaoapd o? sseooe 'azls Jol wnwlulw 'spuepam ' a l) suo pule salm 'smel diysumol pup Aluno� 'a of loaf gns sl (Jleld) dew sly? uo umoys laojled yole3 n �\\'`������unuun►unr���i�i, plop pue unu n s Q '�,� eq Heys Ienoidde elep l Io Shp A£ ulip!m papmej jou 11 SIM csbz s = 9007 0 E -� wnNvl-4 �NIM03 '.>= �Mu°2TQuNN a3no d - owes 6ulddew pule bulAamns ul 'play6uudS 1 UMOl N11 GOUeulpaO UOlslnlpgnS ay? pue 'xloj:D 'JS 10 Alunoo ay? 1 eoueulpip uo pule• ay? 'salnlelS ulsuooslM ay? 10 v 8 gEZ aaldeuo 10 SUOISIAoid luaaino all lllm palidwoo Alln1 aney I ;eul 'paglaosop pue paAanjns Aiepunoq Joljalxe ayl 10 aleos of u01leluasaldal loajjoo a sl deW AoNnS pailllaao slyl leyl A14aao osle 'I pJOOeJ 10 sluleuano0 pup 'suo!1O!�lsai 'sjuawoseG �aylo Ile pue AeM 10 - 101J „Z L„ Apml61H � unjl 0 1e1S of loalgns sl la0aed. • ('13 'bS 98Z'9b l' l) saaoe L8'9Z suleluoo laoaed paglaosap •buluu ibaq 1 lulod 911 011901 66 'cull ylnos pies ISel buole 'M„8b,99068N OOUayl'uoll0as pies 1 � /l3s eyl 10 Gull ulnos ay? 0 11 9 9100'88 L,80 r,OS aoUayl' „Z L„ ALMAL15lH � unj1 a.[eJS 10 Aem 10 ly6l.r U,laou all 011991. l9'60t M,99,£OMS GOUa41 'loaf l8' LSOL 308,8Zo8OS GOUagj '1aa109'L8Z 'Aem 101y6u Alaallnos pies 6UOlp '3„88,Lb GOUayJ 'Aem 10 ly6la Alaaylnos ples GAogle of 1991 b L'ZZ 'OU1I aalaenb yl -ylaou pies buole 'M „Zb,9Zo00N GOUayl'uOI10os plps 10 Gull aalienb ylnos -ylaou ayJ of 1 'cull llaou pies 6uole '3 „lZ,b5o68S a /lMS 01110 b /l3S 911 10 auli llaou ayl of 1991 £1'988 Alert 10 ll6u Alaay)nos ples 6uole '3 „88Lt7.tZN a0uayl'pPOallea walsamylaoN pule 06eollo 10 Alem 10 Jy6fa Aliaylnos 911011991 LZ•82 L 'Gull Isom Ales 6uope 'M „Zb,9Zo00N GOuall 'uollOas Ales 10 b/LMS 01110 17/L3S 91110leal 00•bb9 Isee Gy11 Gull Isom aqj 01 Joel EO•bbg 'u011OGS pips 1 b /LMS ayl 1 Gull ylnos aql buole 'M „00,89068N aOuall 'OS uOI1OGS pies 10 aawoo b /LS 911 1p buluui698 �:smoliol se paquosap'ulsuoos!M 'Alunoo xloao '1S 'p1 1 umol'Mgl£I 'N6Z1'08 uo 1 b /L3S 91110 b/LMN all 1 lied PUP t7/13S 91110 b /LMS all 1 lied 'b/LMS 91l 1 t 9 11 1 0 lied ul pale001 puel 1 loojed y :smollol se poquosap sl peddew pup poAaAins puel 10 laoied eqi 1 Aaepunoq aoualxG all legj 'deal AaAmS palllliao siyl Aq poluesaidej sl yolym puel 10 laoied aq) pagposap pue paddew 'paAaAans aAey I 'uynN epulq pue llagoU 10 uolloei p eql Aq leyl A1!laao Agaaay 'joA@mnS pue uisuooslM pajalsl6aH 'wnue13 •0 U1Mp3 'I i 31VOldlIHID &HOA]AHnS r CM 7 9 IM 'Sl»300d b1XOO'O•d LM1791M'NOSIIM ONI 'JNI l3Aa(?S ON`dIH1a0N 3L AMH VW iNnNVIA 0 NIM03 NHm vdNII ONd 18380IJ HOk3nans a3NMO 'NISNOOSIM ',UNn00 XIOE10 '1S 'a131:JJN1b1dS =10 NMOl 'M5 Lb1 'N6Z1 'OE NOI103S NI '1Td V4 3S 3HJ. =10 V/ LMN 3H1 30 -Luvd aNV t,/ L3S 3H.1 :10 V/ LMS 3HJ. A0 JLHVd 'ti/ LMS 3H1 =10 V L3S 3H.1 =10 1.bfVd N1 a31VOO - 1 -� t m - 0% a 0918 NIA3� Da O3�l�blaQ zol g0 ON aor s N 81 gnu c,L, , ..r..L•” -li3 - y ryqq �fM •` ! V� STATE BAi OF WIkON51N FORM : — 1982 a it WARRANTY DEED t *t` DOCUMENT NO. • I' °� i Orville Clati ton G a / k1 c1 Or G. 1 REGISTE OFFICE r I; Cilbertson ST. CR IX CO.. WI ai •' �i Rica fat Record I FEE 11 1998 li conveys and warrants to Robert J. Kuhn an Linda L. Kuhn, husband and wife as survivorshia marital orooertx i 8:00 AM R te+ `� 0." g . Y ' HIS SPACE RESERVED FOR RECORDING t3flTA Y k NAME AND RETURN ADDRESS a the following described real estate in r St . Cro ix County, /�fi/tr • "s State of Wisconsin: r°.�r / ✓V W est half W 1 2 of Southeast q uarter (SE1 /4) Al of the est ( / ) q of Section 30- 29 -15, which lies S of the right -of -way of Chicago, St. Paul, Minneapolis and Omaha Railroad, and the E. 644 feet of Southeast quarter (SE 1/4) of � Southwest quarter (SW 1/4) of Section 30 -29 -15 lying S PARCELIDENTtfICATIONNUMBER }' of the Chicago, St. Paul, Minneapolis and Omaha f Railroad right -of -way. " This Deed is executed in fulfillment of that certain Land Contract between the parties hereto dated the Ist day of November, 1990, and recorded upon the ;! 9th day of November, 1990 in Volume "885 ", page 602 as document number 464017. ' $ TRANSFER t oo FEE t YE s 4�. Y y This is n'lr homestead property (is) (is not) tip Exception to warranties: easements and restrictions of record, if any. ti . i. E Dated this 2nd _ day of Tama r)r A.D., 19 9A (SEAL) (SEAL) ;; • * Orville ('1_3rt•nn t:iihPrr�nn a /k!a 2r ville a (SEAL) C. Gilber (SEAL) t` AUTHENTICATION ACKNOWLEDGMENT ' Signatures) nrui 11v r C,jl harrenn State of Wisconsin, t. a, — County t uthenticated this _2nd da of Iar",ar Personally came before me this day of • 19 the above named R ,?•'" , W iTrr,, J. Rad evich TITLE: MEMBER STATE BAR OF WISCONSIN (If not authorized by §706.06, Wis. Stats.) to me known to be the person who executed the foregoing f` It ±. instrumen[ and acknowledge the same. Al ' THIS INSTRUMENT WAS DRAFTED BY •• �i.'. William .T_ Radosevich, Attorney at Law Hudson, Wisconsin 54016 Y. Notary Pubhc, County, 'his. (Signatures may be authenticated or acknowledged. Both are not NI) commission is permanent. (If not, state expiration date: necessary) -- 9 1 t R Names of persons caning in any capacity should by typed or printed below the?r signatures. STArE BAR OF %ISCONSIN W scansn Leo 3(3 , co, c WARRANTY DEED Form No. 2 — 1982 602 DOCUMENT NO. STATE BAR OF W tSCONSIN FORK 11-1982 THIS S►w�c RCSCRVID FOR R[COROIND DATA LAND cloF:TRACT 464017 ITU BE USED FOR Ap, I. TRAN�At'TN1N9 WHERF. OVER (� C{. 121.o00 IS FINANCED AND IN OTHER NON- CONSUJIF.R R - GISTER / S OFFICE ACT TRANSAI'TIONS) MM r� �/ J1. CROIX CO., W1 Contract, by and between ...... ].a..�J.ayan..Ctiibertaan.. Reed for Record alk /a Orville.Cr.. Gilbertson .......................................................... i>)��'t7 9 1 Qt ......................................................................................... ....... ( Vendor " . 11:10 A. M whether one or more) and_...R9.bgr.C..J ..Kuhn..and._T�n�..R....Kuhn, .... huaband ..and..uife. as..aurvivarshi ;` &,,,,,� a p.. mar. ital..praperii}!,__•-- .._.... ................... ............................... ( "Purchaser ", whether one or more). Register of Deeds Vendor sells and agrees to convey to Purchaser, upon the prompt and full per- formance of this contract by Purchaser, the foliowing property, together with the rents, profits, fixtures and other appurtenant interests (all called the "Property"), St Rivard Law Office in ........ Croix .... Count RKTURN TO - _...-•.- - - - .. ..__ r ...... ........ ...............•---.... y, State of Wisconsin: R. 0. BOX 9 Glenwood City, WI 5401.3 All of the West half (W 1/2) of Southeast quarter (SE 1/4) of Section 30 - 29 - 15, which lies S of the right -of -way of Chicago, St. Paul, Minneapolis and Omaha Railroad, and the E. 644 feet of Southeast quarter (SE 1/4) of Tax Parcel No .... ... ................... Southwest quarter �S'e 1/4) of Section 30 - 29 - 15 lying S of the Chicago, St. Paul, Minneapolis and Omaha Railroad right -of -way. *The $12,627 down payment is paid as follows: (a) The sum u' $8000 CEP p.ayWen +s from U. S. Department of Agriculture to be received at thr- rata of $1000 per year commencing in 1990 are assigned to the Vendor. (b) The sum of $'200 from whe ASC3 due in 1990 is assigned to Vendor. (c) Purchaser has previously mane a payment of $3427 to the Federal Land Bank of St. Paul. This - is not homestead property. xtg) (is not) Purchaser agrcc� to purchase the Property and to pay to Vendor at ---------- C} eft ,.,zdacrosbi-- _- ._ -_ - - -_ ........ the sum of $....... T, CU;-O0 --- ---- -........................... - in the following manner: (a) $---- -12,62?. *see -- above-- ..._ -. at the execution of this Contract; and (b) the balance of $- .- __s:73- � ..... .......... I together with interest from date hereof on the balance outstanding from time to time at the rate of- .._...... .... ... . . .. ............. ...... per cent per annum I until paid in full, as follows: { Purchaser agrees to asslare and p?,y the balance to The Federal lBrd Bank of St. Paul according to the terms of a not- and mort between the Vendor herein and said Federal Lard Punk of St. Paul, dated 1/21/81, which i principal balance, for the pta-pose of this contract, is $54,113.57. In addtition, the purchaser shall pay the sum of ten thousand two hurldrd sixty ($10,260.00) dollars to said Vendor on or before 7/1/95. v f P evied ;�:emtecr- tirrrhit�mztshtrdi t>atrrtr�shsrt�p�ratr3 rn fvtrmra�e�rar�ch�------- - - - - -- �ta'y' oT --------- ----------- .,-s._,- - u�►- n►atl+,�u }amt � o Following any default in pa}n :ent, interest shall accrue at the rate of .1 0...... :o per annum on the en ':ire amount i in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by lVer.dor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at any time after.ciatQ Qf- CiQ.9Ar9 -__, 19 -------- (OR) In the event of any prepa:. this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such cage accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event o'' credit of any proceeds of insurance or condemnation, the condemned premises beir; thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Purchaser assi.mies and agrees to pay the promissory note of the Vendor, according to its terms, from Vendor to The Federal Land Bank of St. Pail, which note is secured qv a mortgage recorded in Voltane " 626 ", page 240, as Document 11o. 36)683, OFfice of the Register of Leeds for St. Croix County psrrfts shall be maxis cLrectJ,v by the pur baser to The Federal Land &ink of St. Paul. Vendor will Fay the first one -half of taxes due in Jane 1991. Purchaser shall be responsible for all taxes tlier. after. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitle to take possession of the Property on ...... ever date herewith - ..- ._.__... - -_ -, 19 ..... �ttcrrrRmr STAT R n i 4R OF roN,StN Stock No. 13011 — 1982 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shrill keep the improvements on the Property insured against loss or damage occasioned by fire, ex- tended coverage perils and such other hazards as Vendor may reyu:re, without co- insurance, through insurers approved b Vendor, in the sum of t . ir>vuisble- value pay 1 q . g p r Y = ........ .... , but Vendor shall not rr sere coverage w an amount more than the balance owed under this Contract. Purchaser ,hall v the risurance ,rernlums when due. The oLciee shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor, Unless Purchaser and Vendor otherwise agree in writing, insurance precv:ds shalt be applied to restoration or repair of the Property damaged, provided the Vendor deerns the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from Lens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. : Vendor agrees that in case the purchase price with interest and other moneys shall be fully 7)ard and all conditions shall be fully perf at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all Lens and encumbrances, except any liens or encumbrances createu by the act or default of Purchaser, and except: jtv : ozdirlaces if. ar . er1C1!> CIB . - .._ ?►lb' - .. - . e. ..... ...... . . . .. ............ ----- - - - - -- ---- ----- - - - -•• •-- •--- - - - - -. .... . • -- ..... - -•- .. ......... .... ..... ..... ----------- .. .......................................... ................... ........ . .. .._ .... ..... .....- .- . ......................... -.._. • ........... ............ ................... .... .. - ........ I ........ . ., ........... Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a p 'od of 3.�....... days follow ing the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of ..._.30. days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this Contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser; hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: 0) Vendor mav, at his option, terminate this Contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire ,ut,tanding balance, w interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder( in which event all amountspreviously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem) ; or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall he auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this ('�,ntractasacloud on title in a quiet - title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits , luring the pendency of any action under (i), (ii) or (iv) above. Notwithstandirig any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binaing upon Vender if ar,d when pursued in htik;ati,m anal all coats and expenses including reasonable attorneys fees of Vendor incurred to enforceanc rern d} hereunder (whether abated or noel to t, e extent not prohibited by law and expenses of title evidene- shall be added to principal an paid by Purchaser, as in- curred, and shall be included in any judgment. -t Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect tt a rents, issues, and profits of the Property during the. ,pendency of such action, and such rerts. issues, and nrofitg when so collected shall be :field and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legai or equitable interest in the Prnperty (by assignment of any of Purchaser'3 rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor un!ess either the cutstanding balance pa able under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract coley as security for an indebtedness of Purchaser. In the event of any such transfer, sale or (onveyance without Ve:dor's written consent, the entire outstanding balance payable under this Contract shall become imme•diatc :ydue and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding aaaingt the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note scr:red thereby, provided Purchaser makes timely payment of the amounts then due under this Co ntract. Purchaser may make any such payments direct!y to the 'Mortgagee if Vendor fails to do so and all na. rrent< so made by Purchaser steal! he considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or pri default of Purchaser. All terms of this Contract shall he binding upon and inure to the henefiLs of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subj - -t Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) Dated this r day of 9atabe&- ACC E.kL) / �✓ (SEAL) J . i?rv1L'e Clayton Mbertsc :, aka Orville C. Gi?.bertson Fbbert J. Kuhn (SEAL) /�)i- ( tSEAL) / Linda R. Kahn AUTHENTICATION ACKNOWLEDGMENT Signature(s) - .... - -- . OiY] l� @.- Q.- .d1bertSOri- __..-------- STATE OF WISCONSIN Robert J. Kuhn and Linda R. K�1u ss Coun , autbEf rested this (_� ay f....( -'f' -' '''9.�. Fersonai!} came before me this :..fay of ....... ...... .. 19 . _ the above named - -- -- --- ranciS X. ft1V'dYTi 1111 __ . ._ .. --. TITLE: 'MEJIBEP STATE BAR OF WISCONSIN , -k: :- (If not, authorized by 106.06, Wis. Stats.) person who executed the to nu known to he the foregoing instrument and acknowledge the dame. THIS INSTRUMENT WAS DR NFTED BY - Fr-anciS X. Rivard • ....... lilenwo0c3 Clty, d.. 54J13 - - Notnry Public _ .. County, Wis. -- _ (Signature:, may he authenticated or acknowledged. Both Sty Commission is permanent. Of not, state expiration are not nece ,t.•,i date: ___,... -_ _ - 19. _. .Nam' d Peron jrninrr in say cg ;m:ity h...,, ;d hr I,; /t h,4I th >,Kr nt.: r.•+. .q- y f - - ST. CROIX COUNTY WISCONSIN PLANNING &ZONING DEPARTMENT t M 1 M N M■ r��r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 3864686 September 21, 2005 Robert & Linda Kuhn 2764 Hwy. 12 Wilson, WI 54027 Subject site: Parcels 4034 - 1067 -50 -000 & 1068 -20 -000, Section 30, Springfield Township RE: Requirement of Certified Survey Map and Sanitary Permit Dear Mr. & Mrs. Kuhn: It was brought to our attention that a mobile home has been placed on a portion of your 64 -acre parcel to which a driveway and utilities were installed with the intent for use as a single - family residence. According to Section 17.15(1)(d) of the St. Croix County Zoning Ordinance, there can be only one single family residence per parcel and your existing home at 2764 Hwy 12 is that principal residence. Until a Certified Survey Map officially separates the portion of your property on which the mobile home resides, the second residence creates a violation of said zoning code. In addition, the St. Croix County Sanitary Ordinance, Section 12. IF. 1 requires that all domestic wastewater enter a POWTS and all premises intended for human habitation must have a system for treatment and dispersal of domestic wastewater. A sanitary permit must be issued before a POWTS can be installed, but no permits may be issued for a residence that is in violation of zoning code. The mobile home may not be occupied until a sanitary permit is obtained and a POWTS installed to treat wastewater generated by residents. Please be aware that Section 12.1.F.4e strictly prohibits the discharge of domestic wastewater or effluent to the ground surface. In March 2005, a concept CSM was reviewed by our office, but no application has been submitted to continue the process. This 20 -acre parcel, known unofficially as Lot 1 of the concept survey, had extensive soil evaluations completed in order to find acceptable soil conditions for an A + "0" mound. The state has reviewed and approved a plan for a mound POWTS that would be located on the propose lot. However, none of the support documentation (original Interpretive Determination and state approved mound design) has been submitted to our office to date. i To abate the zoning violation for a second residence on an Ag -Res parcel, you need to complete the CSM process so the mobile home and the POWTS servicing the residence are on a separate parcel from your existing residence. The location of the designated septic area and mobile home must be included on the map to document all required setbacks have been met. Once the CSM has been approved by the Planning and Zoning Committed and recorded with the Register of Deeds and a complete sanitary permit application package has been submitted to our office for review and approval, a sanitary permit may be issued for installation of a POWTS to service the residence. If you have questions, please do not hesitate to contact me at the Zoning office. Si Pamela Quinn Zoning Specialist — POWTS Inspector Cc: Richard Haines, Springfield Town Chair Eli Gottfried, Gottfried Environmental Leroy Jansky, WI Dept. of Commerce Robert Bezek, Code Administrator Alex Blackburn, Zoning Specialist file Pam Quinn Subject: Gustom, Kuhn, 488138 (final) Location: Springfield Start: Fri 6/2/2006 3:00 PM End: Fri 6/2/2006 4:00 PM Recurrence: (none) Meeting Status: Meeting organizer Required Attendees: Pam Quinn 715 -658 -1344 - get paperwork from Ryan in morning J6 313116 ki� r _ C T P. o r, 1 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 / TDD #: (608) 264 -8777 n , r www.commerce.wi.gov /sb/ www.wisconsin.gov llllll Jim Doyle, Governor Mary P. Burke, Secretary U vi August 18, 2005 CUST ID No. 42258 n ZA. POWTS Inspector ELI M GOTTFRIED 1 (vJ ` GOTTFRIED ENVIRONMENTAL 11 ZONING OFFICE p 124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARMICHAEL RD EAU CLAIRE WI 54702 -1645 HUDSON WI 54016 ' S! CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/18/2007 Identification Numbers Transaction ID No. 1151624 SITE: Robert & Linda Kuhn Site ID No. 701082 Town of Springfield, St Croix County Please refer to both identification SW 1/4, SE 1/4, S30, T29N, R15W numbers, above, in all correspondence with the a enc . FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1026945 Maintenance required; 450 GPD Flow Rate System(s): EZFIow Mound Component Manual — June 6, 2003, and i i n Component Manual - Version 2.0" SBD- 10706 -P N.01/01 Pressure D strlbut o C po ( ) 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: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, and the "EZ Flow Mound Component Manual for Private Onsite Wastewater Systems — June 6, 2003. • The pressure network is to be constructed in accordance with publications SBD- 10706- P(N01 /01) "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. ELI M GOTTFRIED Page 3 8/18/2005 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, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Leroy G. Jansky, Wastewater Specialist Integrated Services Bureau WiSMART code: 7633 (715)726 -2544 Office Ijansky@commerce.state.wi.us ELI M GOTTFRIED Page 2 8/18/2005 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. � -0 O 0 O a b U) 7 so m 3 ;m cu 0 !W ch o m� m m 7 -� cn. 7 fD cD m Zno ',y o � tC d 7 N O ' . IJ aE.. C 3 m c . 3 0 c o '' 3 7 0l N 7' 7 p V m �9 �. N (p o O d $ 7 O fD d 0 7 y 0 " , N � � M a Soo a W <� CL m_. 7 0 a g� y o 0 (D x o �? aG� " n f m b o M W o a �< CD cD m a @ w 3 o 7•d c 7 6 f o b 7 m 'm� o o� 97 0 0i CD n 0 :3 0 y m w 3 CO) a . m o D � rn C W N C 7 N Q Z O C C 0 O 3 mo a N N N.. - I CD 0 �, 70 N 7k g 4 cc V I z 0 O O 0 0 n M. a a a a c ° 3 c ''' m °_' v> cn o v, 2r, ti a �O a s CD c 9 cn o 0 Er c c� c > > X 7 N 3 6 N — ? (n to O X. Co O O m O O C .'�'' ". n :3 CO CD .P © Q C Q y CD CJC O N X d L A o0 0 c o 0 o O N O m L - n O' O d 'O m D r L A O CU y a K N 0 O F C 7 `NG fSD W N OQ fD N (D (n O v N a 0 R 0@ Vi 0 t z -- m v r. a m CD. O .. O y S 3 O O .. t� N ID v .. m S O S — a - .. -0 j 3. O 01 C Eg0. N SN Cf 0 T. ?<C Z CD O = O CD CS Cn T. N ' G Q 3 O aNO O Q N f(D °' W C y w N A 00 S j 0.50)6 O Opo O 0� EF 7 O y O : - 7 .. 0) O 0 0 c > 9 0 w m v CO) fD (D C D 3 ~ - ? O 0 CD 3 (D O S X 01 0 O CD oCD2= :3 m CD O C3 < 0) :7 M m f m'� : 1. m rn O 3 xa(a 0) 3 N Q O N (n C7 p -p ? � O. N 'D _ =r 0. CD CD ,C,. CD O. 7 S 01 O < •�• c N O O n 7 2: CL N d C.. N (OD W ti n 1 n 3 O N f (� 3 a da�'� ca � N � n D� <8 � x C a T. m _ CD 'O ri N . CD N CD O N CD n 7 CD O ' co z rZ1 11 m CD a n II O S r �7 I i T1 (D Oj N ❑f ❑a Owner: Kuhn, Robert Computer #: 034 - 1067 -50 -000 Address: 2764 Hwy 12 Parcel #: 30.29.15.461A Wilson, WI 54027 Municipality: Springfield, Town of Address: 2764 Hwy 12 Wilson, WI 54027 1012812004 1 Jenn Emmerich I received a complaint that the property owner put in his own septic system. 1110212004 Kuhn, Robert Jenn Emmerich Brad and I conducted an inspection and talked to Mrs. Kuhn. I told her that I received a complaint that they had replaced their own septic system. She said that there was an area of the house that collapsed and they had been doing some excavating and that may have been what someone saw. I looked at the drainfield and it was clear that the surface had not been disturbed to do work on the system. Also, there was no effluent on the surface. SAFETY A '�_ � AND BUILDINGS DIVISION C integrated Services Bureau commerce.wi.gov S 9 13 East Spruce Street INSPECTION REP Chippewa Falls, . 54729 i sco ns i n www•com j. /sb 715 726 -2544 Department of Commerce Date of Inspection: June 16, 2005 Plumber Name and Address: Project Name: Kuhn Unknown Use: Residential RECEIVED Legal Description: SW, SE, 30, 29, 15W Site Number: NA Subdivision: Proposed CSM Certified Soil Tester , ST 221981 a 221981' Eli M Gottfried, ?T005 Municipality: Town of Springfield M. County: St. Croix 124 % Graham ve ST CROIX COUNTY Y Eau Claire, WI ZONING OFF /CE Plan Transaction Number: NA Sanitary Permit Number: NA Owner Name and Address: Robert and Linda Kuhn Wastewater Flow: 45 2764 Hwy 12 Persons Present: E. Gottfried K. Grabau, Wilson, WI 54027 L. Kuhn An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile for the area near the railroad may be described as follows: 00 -08" 10YR 3/2 sil, 2csbk, mfr, as. 08 -15" 10YR 4/4 sicl, 1 msbk, mfr, w/ m2 -3d 7.5YR 6/2 and 5/6 rmfs. The only place on this parcel that seems to meet code requirements for a mound system via the interpretative determination process is the area highest in elevation near the current railroad right -of -way. The railroad cut (slope truncation).and high landscape position are two major factors in limiting the frequency and duration of the perched groundwater conditions observed elsewhere on this parcel. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd /ft and the basal wastewater application rated should not exceed 0.2 gpd /ft The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. roy G. J sk , a water S ialist cc: ® County ❑ Plumber Ljansky@ mmerce.state.wi.0 E -mail ® CST ❑ Owner 715/726 -2544 Voice 715/726 -2549 Fax ❑ Other TY AND BUILDINGS DIVISION commerce .wi.gov Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 isconsin INSPECTION REPORT erce.wi. ov /sb 4 t Department of Commerce Date of Inspection: June 16, 2005 Plumber Name and Address: .11li'f Project Name: Kuhn Unknown ST Ck A Use: Residential �'h Cc -f Legal Description: SE, SW, 30, 29, 15W ZD/vltd �'�FF''i�� Site Number: NA Subdivision: Lot 1, Proposed CSM Certified Soil Tester Name and Address: Municipality: Town of Springfield Henry F. Grote, CST 222774 County: St. Croix E 4366 353rd Ave Menomonie, WI 54751 Plan Transaction Number: NA Sanitary Permit Number: NA Owner Name and Address: Robert and Linda Kuhn Wastewater Flow: 450 2764 Hwy 12 Persons Present: Grote . Grabau, L. Wilson, WI 54027 Ku n, J. Kuhn An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at T -1 could be described as follows: 00 -09" 10YR 3/2 sil, 2csbk, mfr, as. 09 -15" 10YR 4/4 sicl, 1 msbk, mfr, w/ m2 -3d 7.5YR 6/2 and 5/6 rmfs. The only place on this parcel that seems to meet code requirements for a mound system via the interpretative determination process is that area highest in elevation near the current railroad right -of -way. The railroad cut (slope truncation) and high landscape position are two major factors in limiting the frequency and duration of the perched groundwater conditions observed elsewhere on this parcel. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd /ft and the basal wastewater application rated should not exceed 0.2 gpd /ft The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. y G. Ja ky, Was# ater Spe Ist cc: County ❑ Plumber Ljansky@cotmerce.state.wi.us mail �] CST ❑ Owner 715/726 -2544 Voice 715/726 -2 Fax ❑ Other Ctilflfr4;i1"l #2180 O�V�UATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 6 Division of Safety and Buildings Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. .29.15.461 A Please print all information. Revi wed Dat 71 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Kuhn, Robert & Linda Govt. Lot SE1 /4, SW1 /4, S30, T29N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2764 HW 12 1 Kuhn CSM City State Zip Code Phone Number ❑ City [] Village ® Town Nearest Road Wilson I WI 1 54027 715 - 698 -2751 Springfield USHW 12 X New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA ft. General comments interpretive determination required w/ state /county approval to install 4' x 112.5' rock cell mound and recommendations: assume on 104.0 contour dae of rock w/ 2.5' sand fill p( -- L,4 a a Boring # 'LI Boring Pit Ground surface elev. 101.4 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color .RedoxDescription Te3cture Structurez fionsistert., Boundary Roots GPD/ft' in. Munsell Qu. Sz dont. Color Or. Sz Sh. 'Eff#1 'Eff#2 1 0 -11 10YR 3/2 - sil 2 m gr mvfr cs 1m .6 1.0 2 11 -15 10YR 5/4 - Sid 2 f sbk mvfr cs if .4 .6 3 15 -18 10YR 5/4 f2d 7.5YR 4/6 Sid 2 f sbk mvfr cs - .4 .6 marginal A +4 "; all pits frozen to 18 "; south facing pit wall thawed 1/2 -1" in 45 degree sun; upper A wet/muddy, 2 m gr tentative 27 Boring # - -j Boring Pit Ground surface elev. 95.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Conslitencee Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0 -12 10YR 3/2 A 2 m gr mvfr cs 1m .6 1.0 2 12-18 10YR 4/4 f2d 7.5YR 5/8,5/3 sil 1 m sbk mvfr if .4 .6 FT 7 lacks A +4 "; presumptive limit is 0 "; occasional tillage induced subsoil inclusions in A horizon, this and other pits Effluent #1 = BOD 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) Signatu CST Number Henry F. Grate 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number 2/4/2005 SBD -8330 (R 07/00) Property Owner Kuhn, Robert & Linda Parcel ID # 30.29.15.461A Page 2 of 6 , _ T Boring # u Boring 96.8 ft. Depth to limiting factor 0 in. ''� Pit Ground surface elev. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Or. St. Sh'. 'Eff#1 `Eff#2 1 0 -13 10YR 3/2 - sil 2 m gr mvfr cs 1m .6 1.0 2 13 -15 10YR 4/3 - Sid 1 f -m sbk mvfr cs if .4 .6 3 15 -18 10YR 4/3 f2d 7.5YR 4/6 sicl 1 m sbk mvfr - - .4 .6 � I I i lacks A +4 "; presumptive limit is 0" 4 _ __I Boring Boring # X, Pit Ground surface elev. 98.7 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. •Eff#1 •Eff #2 1 0 -14 10YR 3/2 - sil 2 m gr mvfr cs 1M .6 1.0 2 14 -18 10YR 4/3 f2d 7.5YR 4/6,5/3 sicl 1 f -m sbk mvfr - if .4 .6 i — I lacks A +4 "; presumptive limit is 0" 5 Boring Boring # X Pit Ground surface elev. 93.3 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eff#1 *Eff #2 1 0 -12 10YR 3/2 - sil 2 m gr mvfr gs lm .6 1.0 2 j 12 -15 10YR 3/2 - sil 2 f sbk mvfr cs if .6 1.0 3 15 -18 10YR 4/3 c2d 7.5YR 5/8,5/3 sicl 1 m sbk mvfr - - .4 . lacks A +4" ,presumptive limit is 0" p 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 (R 07/00) Certified Soil Testing Property Owner Kuhn, Robert & Linda Parcel 1D# 30.29.15.461A Page 3 of 6 F � ] _I Boring Boring # Pit Ground surface elev. 100.7 ft. Depth to limiting factor 0 in. Soil Application Rat 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 1 0 -12 10YR 3/2 - sil 2 m gr mvfr cs lm .6 1.0 2 12 -14 10YR 4/3 f2f 7.5YR 4/6 sil 2 m sbk mvfr cs if .6 ! 1.0 3 14 -18 10YR 4/3 f2d 7.5YR 4/6 sil 2 m sbk mvfr - - .6 1.0 lacks A +4 "; presumptive limit is 0 "; occasional 2 f pl observed below 9" (headland area of corn field, likely induced pl structure due to frequent tractor traffic) 7 Boring Boring # Pit Ground surface elev. — 100 ft. Depth to limiting factor 0 in. '� Soil Application Rat 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 1 0 -9 10YR 3/2 - sil 2 f sbk mvfr gs if .6 .8 2 9 -12 10YR 3/2 - sil 2 m sbk mvfr cs lm .6 .8 3 12 -18 10YR 4/3 f2f 7.5YR 4/6,5/3 sil 2 f sbk mvfr - - 6 8 i I soils mapped as "moderately well- drained" Vlasaty series; good depth of top soil; reasonable slopes; suitable site for long & narrow, convex mound system: all promising signs for successful interpretive determination F81 Boring Boring # Pit Ground surface elev. ^-99 ft. Depth to limiting factor 0 in. X Soil Application Rat 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 1 0 -9 10YR 3/2 - sil 2 f sbk mvfr gs if .6 .8 2 9 -10 10YR 4/3 f2d 7.5YR 4/6 scl 2 m -c sbk mfr gs if .4 1 .6 3 10 -20 10YR 4/3 c2p 7.5YR 5/8,5/3 scl 0 m mfr - - 0 0 lacks A +4 "; presumptive limit is 0 "; hand dug pits # 7 & 8 ' 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 (R.07 /00) Certified soil Testing Property Owner Kuhn, Robert & Linda Parcel ID # 30.29.15.461A Page 4 of 6 F T ] ❑ Boring , ' Boring # Pit Ground surface elev. 102.6 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description 7 T extute Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. "Eff#1 "Eff#2 1 0 -5 10YR 3/2 - sil 2 m gr mvfr gs if /m .6 .8 2 5 -10 10YR 3/2 - sil 1 m sbk mvfr cs lm .4 .6 3 10 -15 10YR 4/3 fid 7.5YR 4/6,5/3 sil 2 m sbk mvfr gs lm .6 .8 4 15 -18 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 2 m sbk mvfr gs lm .6 .8 5 18 -30 10YR 4/3 m2d 7.5YR 4/6 sl 1 c abk mvfr gs 1m .4 .7 6 30 -36 10YR 4/3 m2d 7.5YR 4/6 sil 0 m mvfr - if 0 .2 pits 9 -12 6 /20 /05;lacks A +4 "; presumptive limit is 0 "; 2 -30mm B inclusions 6 -10 "; H1 gritty w/ fs;l f roots to 35 "; some decayed organic 0 -10" [ TO ] Boring Boring # Pit Ground surface elev. 104.0 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. "Eff#1 "Eff#2 1 0 -5 10YR 3/2 - sil 2 m gr mvfr gs if /m .6 .8 2 5 -9 10YR 3/2 - A 1 f -m sbk mvfr cs lm .4 .6 3 9 -12 10YR 4/4 - sl 2 f sbk mvfr gs 1m .6 1.0 4 12 -30 10YR 4/3 f3p 7.5YR 4/6,5/8 sil 3 m -c sbk mfr - if .6 .8 lacks A +4 "; presumptive limit is 0 "; HI gritty w/ fs;1 f roots to 30 "; H4 has common 10YR 5/3 si coats on peds F i - 1 Boring Boring # Z- Pit Ground surface elev. 102.6 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. "Eff#1 "Eff#2 1 0 -7 10YR 3/2 - A 2 m gr mvfr gs im .6 .8 2 7 -11 10YR 3/2 - sil 1 m sbk mvfr cs lm .4 6 3 11 -20 10YR 4/3 f2d 7.5Yr 4/6 sil 2 m -c sbk mfr gs if .6 j 8 4 20 -34 10YR 4/3 c3p 7.5YR 5/8,4/6 sil 1 c sbk mfr - if .4 .6 lacks A +4 "; presumptive limit is 0'; 5YR 4/4 fibrous decayed organic 8 -11" w/ 7.5YR 6/3 surrounding reduction; gritty w/ Is below 24" 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 (R.07/00) Certified Soil Testing i Property Owner Kuhn, Robert & Linda Parcel ID # 30.29.15.461A Page 5 of 6 [ iija Boring # Boring Z Pit Ground surface elev. 102.6 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth 6 inant�Color Redox' Description 'f°axtuni Structure Obinsisterice'.Boundary Roots GPD /ft= in. MunsoU tau. Sz;. Cont. Color Gr.-Sz. $K - - Eff#1 'Eff#2 i i H 4 has common 10YR 5/3 si coats on peds & sil grades to scl @ 34" w/ increasing c content w/ increasing depth; 1 f roots to 26" 1 Z Boring Boring # Pit Ground surface elev. 104.0 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence -Boundary Roots GPD /ft= i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 1 0 -5 10YR 3/2 - sil 2 m gr ds gs if /m .6 .8 i 2 5 -13 10YR 3/2 - sil 1 f pl ds cs lm .4 .6 3 13 -20 10YR 4/3 f2d 7.5YR 4/6 sil 2 f sbk mvfr gs lm .6 8 4 , 20 -31 10YR 4/3 c2p 7.5YR 4/6,5/3 scl 0 m mfi - lm 0 0 I I lacks A +4 "; presumptive limit is 0 "; inclusions B horizon 9- 13';1 m roots to 22" * 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 (R.07 /00) Certified Soil Testing r ` � e b sM � p " � ; .., dC, tom. �� w� y�. � 1�1 p � J� \ a ,� L �] � /` J� � •� � — J M � � ' Q 1 7 0 {''] I ZD �a -Z ( + k L 4 o c w d S cLcX S 4-� y s_ S � IL i y13 2ss4� bacc� ,1o�+LV O`'tiwQ.Ms Ldh r 4L T ;H C l— � � �'(L > t U'�� i �� 0., S , t S •�a..� O[:. ¢tl�r o.,. 2 - I�u •� V�`� ORIGINAL 2180 Wisconsin Department of Commerce ION EPORT Page 1 of 4 Division of Safety - and Buildings i Testin Certified Soil Test 9 in accord nce wRhf Comm 85, Wis. Adm. C de Q Count Attach complete site plan o o th 8Y 1 'nches i s Ph� rr�stb' y f s St. Croix include, but not limited to: y r �nd ont; r e point ( ection and Ii percent slope, scale or dimirnsion no rt I on and distance to near"(" C, Parcel I.D. Please print all informat� n. S ��� �N� OF Gl R iewe 30.29.15.461A Da Personal information you provide may be used for secondary pu s s. 15.04 (1) (m)). Property Owner Property Location Kuhn, Robert & Linda Govt. Lot SE 1/4 SW 1/4 S 30 T 29 N R 15 W Property Owner's Mailing Addres Lot # Block # Subd. Name or CSM# 2764 HW 12 1 410 Kuhn CSM City State Zip Code Phone Number City 4 Village Town earest Road Wilson WI 1 54027 715 - 698 -2751 Springfield USHW 12 ✓i New Construction Use: ho Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement „j Public or commercial - Describe Parent material loess over till 4 4 Flood plain elevation, if applicable NA General comments �7 Milt ty IS and recommendations: interpretive determination required / state /county approval to install 3.75' x 160' rock cell mound (X br assumed) on .0 c on t our as upslope edge of rock w/ 2 +' sand fill Boring # _j Boring f ,,j, Pit Ground Surface elev. 101.4 ft. Depth to limiting factor 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 1 0 -11 10YR 3/2 - sil 2 m gr mvfr cs 1m .6 1.0 2 11 - 15 10YR 5/4 - sicl 2 f sbk mvfr cs if .4 .6 3 15 -18 10YR 5/4 f2d 7.5YR 4/6 sicl 2 f sbk mvfr cs 4 6 I i lacks A +4 "; presumptive limit is 0 "; all pits frozen to 18 "; south facing pit wall thawed 1/2 -1" in 45 degree sun; upper A wet/muddy, 2 m gr tentativ ; verify structure after in situ soils thaw; common gy si coats 11 -15 Boring # _j Boring Pit Ground Surface elev. 95.1 ft. Depth to limiting factor 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 1 0 -12 10YR 3/2 - sil 2 m gr mvfr cs 1m .6 1.0 2 12 -18 10YR 4/4 f2d 7.5YR 5/8,5/3 sil 1 m sbk mvfr - if .4 .6 I _ I , lacks A +4 "; presumptive limit is 0'; occasional tillage incuced subsoil inclusions in A horizon, this and other pits * Effluent #1 = BOD 30 < 220 mg /L and TSS > < 150 m ' Effluen = BO < 0 mg /Land TSS < 30 mgr CST Name (Please Print) Sign ur CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 2/4/2005 715 233 - 0398 Property Owner Kuhn, Robert & Linda Parcel ID # 30.29.15.461A Page 2 of 4 37 Boring # .j Boring C/ Pit Ground Surface elev. 96.8 ft. Depth to limiting factor 0 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 1 0 -13 10YR 3/2 - sil 2 m gr mvfr cs 1 m .6 1.0 2 13 -15 10YR 4/3 - sicl 1 f -m sbk mvfr cs if .4 .6 3 15 -18 10YR 4/3 f2d 7.5YR 4/6 sic[ 1 m sbk mvfr - - . 4 .6 lacks A +4 "; presumptive limit is 0" 47 Boring # Boring Pit Ground Surface elev. 98.7 ft. Depth to limiting factor 0 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 1 0 -14 10YR 3/2 _ sil 2 m gr mvfr cs 1 m .6 1.0 2 14 -18 10YR 4/3 f2d 7.5YR 416,5/3 sicl 1 f -m sbk mvfr - if .4 .6 I I lacks A +4'; presumptive limit is 0" Boring # J Boring Pit Ground Surface elev. 93.3 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10YR 3/2 _ sil 2 m gr mvfr gs 1 m .6 1.0 2 12 -15 10YR 3/2 - sil 2 f sbk mvfr CS if .6 1.0 3 15 -18 10YR 4/3 c2d 7.5YR 5/8,5/3 sicl 1 m sbk mvfr - 4 6 I i lacks A +4'; presumptive limit is 0" 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 (R.07 /00) Certified Soil Testing Propert Owner Kuhn, Robert & Linda 30.29.15.461A Pag 3 of 4 Propert Parcel ID # g 7 Boring # _j Boring ✓! Pit Ground Surface elev. 100.7 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -12 10YR 3/2 - sil 2 m gr mvfr Cs 1m .6 1.0 2 12 -14 10YR 4/3 f2f 7.5YR 4/6 sil 2 m sbk mvfr Cs if .6 1.0 3 14 -18 10YR 4/3 f2d 7.5YR 4/6 sil 2 m sbk mvfr - - .6 1.0 I lacks A +4 "; presumptive limit is 0 "; occasional 2 f pl observed below 9 (headland area of corn field, likely induced pl structure due to repetive tract r traffic) Boring # _. j 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 GPM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i i soils mapped as "moderately well- drained" Vlasaty series; good depth of top soil; reasonable slopes; suitable site for long & narrow, convex moun system: all promising signs for successful interpretive determination ❑ Boring # _j Boring ,�f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD :S 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07/00) Certified Soil Testing a b s�. � � 1, � .. �(. ct. �� v., �"l h . � 1�1 p T �� \ a ,,. L v mot- /\ 7� �n �,. h , •' � � M 3 (o,C� 1`CSKC�w,c�> �— wiz S a� 1� of ,4) c 0- 4L- Xi L/ d L � ` � awe o., LI�� •' v e.�� Lr , u-ov� ° 122 / 58 '/l75 ° I ° I p• I I — � I �d' t 0 2 0, 1 t 498 ,� : 11 1270 — 1 1 0 - 12 — 1 o - 0 — 1 I - I - - 1206 /218 • /23 b 11831 — u • p �� 1204 4980 1 ; o O I I p ��o —j2� O /29 - kw0od i O � p Cem Q o QP 1 G �vel it m 3 W �_ 1200 / / 43 57'30" I I — I _o / NN o - �0 o. _ J I I 4978 O �I 1280 I �. — j - -- — o • /177 -- — 32 - _ r-- I-- - - - - -- I 2/8 _. �I 1 160 � I J k0 N 497 T 29 N BM T 28 N 11 -� °• 11 �//73 II /243 i I II it I �� I i ° 1 X760 o I Ii "�• � I ii.� �° I 5 I p I- - -- � �- - -- �Z 77406 1138 r 5 z 3iL _ 1262 �2e - P Wayside ° I i 0 N j ,,\ I O v ��e A 2 71998 ST, CROIX COUNTY SURVEYOR' CERHiI D SUR VEY MAP Located in the SE 1/4 of the SWl /4 and the SWl/4 of the SE 1/4 of Section 30, T29N, R1 5W, Town of Springfield, St. Croix County, Wisconsin. N1l4 comer, Sec. 90 T29N, R15W OWNER / SUBDIVIDER (Semtom Alum. Robert & Linda Kuhn monument Md.) 2764 Hwy "12" b Wilson, WI. 54027 — ' : 8 K P1 I ` 14R i NPL4TTEDLANDS -� b NpR 03 3' I North line d II1°� Nlcp►PO p15 Northllnedthe SBg 2E SW1 /4 dtheSE1N ' SEtl4d the SW1 /4 s, LEGEND - indicates section corner monument ( as noted ) r o - indicates 1" X 24" iron LO J 871,200 square feet (20.000 Acme) na weighing lin. / ft. set. Irckd M rVd - danay *—*- - indicates fence 848,947 square feet (19.489 Acres) Emlud[ng rW-d -way �I G Bearings reference to the South line of CO gl SI }2 the SWIM of Section 30, assumed o f 4 �� K N89c33'06 "W. kl 3 � m � g $ s Z \ s SCALE IN FEET 1" = 200' \ DRAINAGE SWALE +� 0' 100' 200' 400' WErI.AND 100' roadway setback It 2' \\a 28.75 _ N 89 W 84 .5 _ _ 33. T� W South Nne d the SE 1 /4 N81�33'0M �— — — — N 89 08 W .03 _ _ 2589. 9' S UMMWdV " 12 " S T03-E Z 30 I ,LEIS 800 'ON 4Of $jaIuoxJ 'M gdasof AI Pa; 6ZSL ( SIL ) aaogd t1 s U LIONS «3»1I'1*36£ZI JAU.4MA Mil S 9199MNN9 _ ONON a N or a-S e .�. 034% % ( " PU - - - - - - Q � uo�s ) SONtfIO3jTV dNf) r«MS w auu Uops ) AUM WiisconsinDecartmentofIndus" SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Hutan Relations 2� Division of Safety &Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY 4 L f , 6) Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 34- 1067 -50 - APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION W Y FE PROPERTY OWNER: PROPERTY LOCATION ix 1 Ic6 L kL 1 GOVT. LOT SE 1/4 SW 1/4,S 30 T 29 N,R 15 iK(or) W PROPERTY OWNER':S MAILING ADDRESS � Ja-- LOT # -� Cq q qWy v BLOCK # SUBD. NAME OR CSM # t. 'Q e l I - I l] 1 na csm r - {6Sd� - & CITY, STATE w 116 o„ 511oZJIP CODE P ONE NUMBER G9 • ; CITY [:]VILLAGE kJOWN NEAREST ROAD Bloomse, WI. -5 *W (71$ 9 [ US. HY. #12 *14 New Construction Use [x] Residential/ Number of bedrooms 3 [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate np ed, gpd /ft gpd /ft Absorption area required n p bed, ft no trench, ft Maximum design loading rate _ bed, gpd /ft gpd /ft Recommended infiltration surface elevation(s) na ft (as referred t ite plan benchmark) Additional design / site considerations na �� t Y w /e Sire Ir, t: 0Adj"C- iB ` Parent material c1 ac; all dri Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem El S � U El ® U El [RU El EiU ❑ S [2 U ®S ❑ U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bour> Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. dary Bed Trer>ch 1 0 -9 10yr3/3 none sil 2msbk mfr cs 2f .5 .6 2 9 -17 10yr5 /4 none sil lcsbk mfr gw if .2 .3 Ground 3 17 -40 7.5yr4/4 c2p 7.5yr5/8 sicl M na na na np .2 elev. na ft. Depth to limiting factor 17" Remarks: Boring # 1 1 0-10 10yr3 /3 none sil 2msbk mfr cs 2f .5 .6 2 2 10 -30 10yr5 /4 c2p 7.5yr5/8 sicl M ,/ na na na I np .2 Ground elev. ^ Q 1 n ft. Depth to ' limiting 9 t factor lo ll � Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 =a' Address: 1554 200th. New Richm d WI 54017 Signature: Date: 4 -28 -98 CST Number: m02298 1 PROPERTY OWNER Todd Demers SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # 034 - 1067 -50 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -9 10yr3 /3 none sil 2msbk mfr cs 2f .5 .6 j3�` ,, 2 9 -30 10yr5 /4 c2p 7.5yr5/8 sici icsbk mfr na if np .2 Ground elev. n ft. Depth to limiting factor 91, Remarks: Boring # -1 0 -6 10yr3 /3 none sil 2msbk mfr cs 2f .5 .6 4 2 6 -15 10yr5 /4 c2p 7.5yr5/8 sil lcsbk mfr gw if .2 .3 3 15 -36 7.5yr4/4 c2p 7.5yr5/8 scl M na na na np 1.2 Ground elev. na n. Depth to limiting factor 6 Remarks: Boring # 1 0 -6 10yr3 /3 none sil 2msbk mfr gw 2f .5 .6 <? 5 ': , 2 6 -9 l 0yr5 /4 none sil l csbk mfr gw if .2 .3 3 9 -25 7.5yr4/4 c2p 7.5yr5/8 scl M na na na np .2 Ground elev. n ft. Depth to limiting factor 9" a1 Remarks: 404 2 Boring # 1 0 -6 10yr3 /3 none sil 2msbk mfr cs 2f .5 .6 6- 2 6 -25 10yr5 /4 c2p 7.5yr5/8 sicl M na na na np .2 Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) C BRI MIND SUR VEY MAP 14Med in the SE114 of the S Wl /4 and the S W114 of the SE 114 of Section 30,779N, R1 SW, Town of Springfield, St. Croix Cowity, Wisconsin. Nth cm.m. 8so. 30 TRIM, RIM . OWNER / St?BDIYIDBR (e.minn Mum. Rebmt R Linda Kuhn 2764 Hwy "12» Wilsoo, WL 54027 pAD I a e 08 '• ►ialh wnd ,�. ��Mtb' � NOM* Wa ll " — / 880 3W2M SWIMahs=114 SEtl40tf $WIM fir+ '� � s• � . LBt3BND n •-+� - indiwfe motion. cornar n mummt (as noted ) i9. LOT 1 ° - ltadiartee l" X 24" Iron sTi�,q„ere pipe wd 1.6816x. llln. B. set. ' 84MY "w fW (19AU Awma) --.�- - indict ee ftuee . &=iW rekence to the South tine of oo � .d the SWIM of Section 30, eswaned $ t 14 14 R N89 * SCAL.B IN FEET 1"-200' DRAD +ae sWALS F / 0 100 200' 400• 1;1 W87LAND �� Yrt • 2 • Amm _N�•3FOrW �_ 5 08` W sE BoulhMnsdM8E/M NSB'08'W $ _ ......... _. 74- N �' 8W aonwr. 8= 30 "Z nnl Sss eo P i 9w�4►� Soue� Nns d Ofs SWIM �?LATM jAi t 8184 8080 1 K wilwwiNr kund ) I h * I * G GR"BARG SVSYENNG A ND 1239 C.TA "B" t 1 _ C 1221 o 1253 122 1258 ° o . 1 ns 2 -- — �-- -- I —mown — — - - -� — - -- I 2oc 4981 �. _ — /270 — 1 /2 —7,gs -- —r — / —_ 1 20 1 _ I I II 1206 1218 1 /23 X 1204 4980 IJ I �. • I I I 0 1 //48 0 O ° /184 - l ` , — — -- 128 - kwood ° O I O Gem' O v' O �.. • t . seY C ' Tel I it 1 E _ 1200 1238 1235 ,2 57'30" i y� I NN I o I I 4978 0 ' I /280 /218 4 7200 1160 �11 497 T 29 N BM .� ° J 11264 127 T 28 N 11 11 i !1173 1243 O Oa • / u. I ° a II i o, 1 � - -_•off � ° it -- -� I �� -- � Z W ' 114o I G \ 1138 2 J / 262 128 J \ O il I/ — Wayside ° II N, 1 I a 1200 0 • ° ° '` . � . I -� V, ! 0 1 • ° Parcel #: 034 - 1067 -50 -000 01/27/2005 02:47 PM PAGE 1OF1 Alt. Parcel #: 30.29.15.461A 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * KUHN, ROBERT J & LINDA R ROBERT J & LINDA R KUHN 2764 HWY 12 WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 20.000 Plat: N/A -NOT AVAILABLE SEC 30 T29N R1 5W 20A E 1/2 SE SW S OF RR Block/Condo Bldg: R/W FRL Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 02/11/1998 572761 1295/145 WD 07/23/1997 943/559 07/23/1997 938/121 07/23/1997 885/602 2004 SUMMARY Bill M Fair Market Value: Assessed with: 51315 Use Value Assessment Valuations: Last Changed: 05/26/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 20.000 2,850 0 2,850 NO Totals for 2004: General Property 20.000 2,850 0 2,850 Woodland 0.000 0 0 Totals for 2003: General Property 20.000 2,900 0 2,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 b Parcel #: 034 - 1068 -20 -000 01/27/2005 02:47 PM PAGE 1 OF 1 ' Alt. Parcel #: 30.29.15.464 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner * KUHN, ROBERT J & LINDA R ROBERT J & LINDA R KUHN 2764 HWY 12 WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 2764 HWY 12 SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 30 T29N R15W 40A SW SE Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 02/11/1998 572761 1295/145 WD 07/23/1997 943/559 07/23/1997 938/121 07/23/1997 885/602 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 51321 Use Value Assessment Valuations: Last Changed: 05/26/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 37.000 4,650 0 4,650 NO UNDEVELOPED G5 1.000 50 0 50 NO OTHER G7 2.000 9,550 125,100 134,650 NO Totals for 2004: General Property 40.000 14,250 125,100 139,350 Woodland 0.000 0 0 Totals for 2003: General Property 40.000 14,350 125,100 139,450 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 140 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 -Z9 -N R -15• SPRINGFIELD PLAT T • a , s_... fF" $ See Page 112 For Additional Nary a 1� (Landowners) GLENWOOD PAGE 56 3000 3100 3200 330 2700 2800 2 i 1 z0 / —�� - Steven 'nala Brian & o DD t J J m e �, e ¢ $ Sco ButlerY Bo `� & Mona 1 Sta c ddd t < c m o .9 Brid t1 % Annis Ni v" 1 ° & Kris g'" c Richard a Gray Fi ng 1 Now y ,ft ro e , z�= „� .S Teigen I56 29 James `' O 3 o 40 7 Inc zo p'� p � �r { m x u u 4D 3 102 Rdlh N y &1 dr q m &Donna , i Daoldl o :7 - '� oe °nh b �a I7 1 & s �' Y & �no 0'�o Haines 1TI'ardi3u D°Pkms aq u I ary $ o ; Y D 035. ]69 Seim vl u nuk O�ri ° x>m� Om� '° o Dow � 0 FS%oe Y6r Na bD enWL 120 40 ranan 4a >ro 160 D 33 -- R b Eric & Julie &luaich u 60 Lero S a o m i Knuth �=N- } c«+=a.Kann z m H i xs u Y Waldo o f ., 1 Michael `. cn H� ;) Seim y , F, 80 40 & Donna 3 H m o , >& Gloria A 92 Thomas - / Allan & Rott ro O Marian e r- Gardner & Ma aynt ddA3ttte J ' Cynthia 128 159 u u, `n,202 Find 5 ng Wa]sh o E a, p n _ ,° 4s A F" y • a `d °o :� ^ p F m o & Kathr}hl Kra(ve v a ii 24 s 40 4 'o win S 35 m .W 160 ui moo u as 9 a s ws� ot_to 80 _ 120 � — - — ��— — P 110th .AVE ate` - ` P f A Robe rt R U a me ^ 7 xulm<r tle, snaae p, Ran 1 � I f O 3 d�eke 30 + Richard a�n<n- Crockett '° r a 80 ct' 64 140 20 I j % io zo II 1 hnso 37 ;! - t -- b� a Rlclurd Troy & —c & Q O Bruce & Donald & laurel s Sheila Margaret Glenn �'qqqq Brenda Rich rd� o Dianne Johnson r li ° +iM<Con- e&r Forrest Ratha3 Malcein u Ga.- Leroy &Donn Harris v 69 ❑.ate ° .a 40 40 80 ]20 " k. . 37 zs 75 ®ola 40 r Seim Haines b Panne Ho d o 240 111 &s. , u p o Robert a &P w .1 i Wayne Graham a a1 & Pamela ro 0 R r McCar orest —rifer roa<rh '° u u+ a ` 20 y thY 40 A 93 Drew 99 3 .a 3 i. JL e04 F y n B "�'r�0,' L la G ItN ` �� y �'° .• n ° o Terry Paul & John & Ha h ry& pp S rold p .�, • Q x ffm n y v ide s' & Janet with '° " Pamela & Belly -. A u Y 7 ovleh .-,3w n CA 0 .� c 58 en rson enendall �` larWs Brand "� GP s A 4o e 4B 40 4o U° I vr�_= 40 ao 8 o n e h,. E E „ I6 m H e a ao cola Yang aw c V1 Fee Marian 'Herr& T°ng Yang dlma aNce 9 Meer- Lewis 41 um M h aua 40 Yang F rot umu C � tl a x 37 40 O R 40 < 35 j' ro ng 40 i1 n6 40 40 Inc s b7 n 39 d a z Xyk 5 3 Jose & x3 B a on Gn] & Jerry e 3 Susan is L! Sher Ym Edward & u a - e .°�'u acne a - 2 °Mac & Susan Donna > w yg i 4i w 9'd Z �niwng & lames & I m S A A a aid <onneB Gessler Jr Wollack fetal 60 - f 3 - Carol st even E c n so 224 Harold 1 6 �villman Carlos &Ruth „c 160 N hus McCarthy & Rebecca I d Eau Shawn & Betty Chong 1 Farms vasgnes 0 * Galle Frye Brandt DB ; o Her 1 Inc 0 st B& d e S Sarah 120 W Creek,, 40 0 120 eta] Lyons $•n 'I Duane arty V rots wane � Cj j j . 318 S e n „ 120 on c••a '^ n t, James I �m, &Mary C c &lone "s Fern lobec i lhrke '; -IC's (Mahoney 74 re Frye 37 � r Nl° 40 73 &Li m.R7 0 ^ i� 40 " 40 AV f 2 _ Z 40 90th AVE r DO -.fi e O Robert E Jeffrey B b Dal ra ���5+++ Charles Charles Tb a: Bruce Tsuefu srlr& mood &Sus Mah o- ^ DaIY James \ &Karen n &Mule W o dd3 y & sh A Im Peterson Yan either / f $ J F Trust crust Mahoney f ^'till' 79 39 g 174 Y a t 40� A. 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EII¢ n mm V d 3� F N _1_ 20 ammon5 m X 0 vS z^ d y <y 40 M �dbo 90�.,.. ,�. - �c'In AV i� CADY PAGE 24 ' S oodvi l le NRB_� TAUC G W arehousing WILSON, WI and Distributing, LLC Dry Vans - Reefers - Augers - Hoppers - Brokerage i r , Refrigerated, Frozen j Phone: (715) 698 -2442 and Cross Docking Fax: 715 698 -2962 Fax: ( 715) 107 Hagen Drive • Woodville, Wl 54028 Toil Free: 1- 800 -219 -6926 Phone: (715) 698 -2712 • Fax: (715) 698 -271