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038-1071-30-200
O °603, of II I h o 4 0 a 0 0 0 N i o i ►� N i C y '� • C a N 0 C O O Z w O C Z O U. c S I C 3 Q a 3 O v y Z H V1 E Y y co w O C Z Q Z d y ID w a m ca CO Ov o ° 0 — •g o U O• 0 Z 00). N N U 0 Z C O w O N H O OL E N Y M y E O 0 N N • L C E C O O 5 Q •y w N w Q M Z Z o N Z m Cl) •• N a CL r I N d N C O N C G a a o @ Z M O VJ f/1 N � U aA r r _ - a O O O O o — Z s L oN rnrn o fA J V E m m Z 0 :z M O C O � E N p ° ' m d m v 0 L 2 a� 0 Q z o v O O N 3 N C �l O C E 0 ° rn~ t �+ M F7 N C � N ._ O 'D N N i, _ C9 y R 0 M tZQ C d y st a) O .0 C 0 • 0* o b M 0 U) R U u) Z o Z 0 W C� V € v� d ' € a E • a c c CL m + a 'N - E w c °: r� 0 0 7 r 1 'Wisconsin' Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit NO.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 344641 Permit Holder's Name: ❑ City ❑ Village [j Town of: State Plan ID No.: Nel son Gre I Town of Star Prairie ,236 °1 = 7" . /D.*. CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: S 038 -1071-30-200 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS I FS ELEV. Septic /000 Benchmark a� a0 Dosing (itl O Alt. BM 6Sr Bldg. Sewer IA . DZ 6 d Hol t Ht Inlet S TANK SETBACK INFORMATION t Ht Outlet , z 4 TANKTO P/L WELL BLDG. ventto ROAD Dt Inlet Air Intake Z. Septic —/ '7 50 * 1 NA Dt Bottom 1` Z Dosin g 55-0 r NA Header / Man. e Dist. Pipe ding Bot. System ' 11• r x.25 PUMP/ SIPHON INFORMATION Final Grade, 5 Manufacturer G w,-Lzs Demand St cover Model Number S GPM b,�� IDG -qt (�- TDH Lift 2 L oss riction Systenn TDH Ft i m Z Forcemain Length Dia. v Dist. To well SOIL ABSORPTION SYSTEM TRENCH Width I Leng h r No. Of PI j No. Of Pits Inside Dia. Liquid Depth DIMENSIONS L 7 DIMENSION S SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufac r: INFORMATION Type Of CHAMBER ode ber: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipes] t �t �_ x Hol Size x Hole Spacing Vent To Air Intake (�;� 17 $ �I Length 3 — Dia - 2 Length y Dia. ( 2 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:10 112/4' Inspection #2: /0/11/'M C� Location: 2154 Shore Drive, Star Prairie, WI (SE 1/4, NE 1/4, Section 17 T3 IN-RI 8W) - 17.31.18.296A -20 C0 lo' 6� 6(a *'wed `y ou✓ -3 Plan revision requ i ed? ❑ Yes ❑ No Use other side for additional information. ZG SBD -6710 (R.3/97) Date Inspector's Signature Cert No. Safety and Buildings Division N ` / sconsin S ANITARY PERMIT APPLICATION 2 W. Wa iington Avenue Department of Commerce In accord with iLHR 83.05, Wis. Adm. Code i � �-^ Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the Sys s County than 8 1/2 x 11 inches in size. ' it �j • See reverse side for instructions for completing this app on R���1 , to Sanitary Permit Number Personal information you provide may be used for condary purpose �ll� heck it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. � /s_c r 'j 1� St a Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT . Property wner Name `{; erty Loc �. T� N, R (or Property Owner's Mailin Address Block Number City, St to ry Zip Code Phone Number Subdivision Name or CSM Number ( ) II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ itia earest Road Public 1 or 2 Family Dwelling - No. of bedrooms Town OF r - 111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) _71 41A — Z® 1 ❑ Apartment/ Condo 6 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/Factory 13 ❑ Other: specify r IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) 'k A) 1 New 2. ❑ Replacement 3, ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an ------ System ........ System ------- - ----- Tank Only_ ------- - - - - _ - Existing System - -- - Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21A Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 1 3 1 /1 42 ❑ Pit Privy 13 ❑ Seepage Pit t = �.d� 43 ❑ Vault Privy 14 ❑System -In -Fill a7 - X VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. ate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /i ch) Elevation 5" Feet Feet TANK Ca aclt Site VII. INFORMATION in gallo Total # of Manufacturer's Name Prefab. Con- Steel Fiber- Plastic Exper. New Existin Gallons Tanks Concrete structed glass App. Tanks Tanks Septic Tank or Holding Tank -- Z e n g Z ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber / y ❑ 1:1 1 0 El 11 VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for in lation of the onsite sewage system shown on the attached plans. Plumb is ame: ( rint) Plumber' Si u : (No to b MP /MPRSW No.: Business Phone Number: Plumber's A ress (St lee , jty, Stati.,Zip Code IX. COUNTY / DEPARTMENT USE ONLY / ❑ Disapproved S n 325 P/Z 3/4 itary Permit Fee (Indudes Groundwater ate I ssued ISSU A ent Signature (No Stamps) L:..1 ^ p p roved ❑ Owner Given Initial Surcharge Fee) T . �� , 7 Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: 4 SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber e ti Safety and Buildings a 15837 USH 63 HAYWARD WI 54843 -8107 �_ _ TDD #: (608) 264 -8777 �sconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 02, 1999 CUST ID No.224263 ATTN.• POWTS INSPECTOR ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL PIRES: 08/02/2001 Identification Numbers AI, Transaction ID No. 236591 Site ID No. 177025 SITE: Please refer to both identification numbers, Site ID: 177025 above, in all correspondence with the agency. ST CROIX County, Town of STAR PRAIRIE; 2154 SHORE DR, STAR PRAIRIE 54026 SEl /4, NEl /4, S17, T31N, R18W Facility: GREG NELSON 2154 SHORE DR, STAR PRAIRIE 54026 FOR: MOUND, 450 GPD Object Type: POWT System Regulated Object ID No.: 481051 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. This plan action is subject to designer comments on the plan. 2. The orientation of the mound system must be such that the mound's longest dimension is perpendicular to the direction of maximum slope. 3. The area 25' below the downslope edge of the mound must remain undisturbed. Co f' ; I-t 4. Maintain well and waterline set backs per COMM 83.10(1) and 83.14(4)(a). F 5. An easement must be obtained to locate this septic system on a parcel other than the parcel on which the building is located, whether or not the same person owns both parcels. D�PR�.�! D1 Gr SAFE 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 SEE GURRI construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincere DATE RECEIVED 07/13/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 405.00 RICIA L S NDORF , PO P REVIEWER REFUND AMT $ 225.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WiSMART code: 7633 e . MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET *94L*0 Project GREG NELSON j rf<•� Owner GREG NELSON, s Address 2154 SHORE DRIVE k STAR PRAIRIE WI 54026 Legal Description SE- NE- SEC17- T31N -R18W Township STAR PRAIRIE County ST CROIX Subdivision Name WIGWAM SHORES Lot No. #### Parcel ID Number 038- 1071 - 30-200 Plan Transaction Number «ZZCII�y ' JV Index and title sheet Pagel jAN Mound calculati Page 2 Mound drawings Page 3 Pres. disc. caics. and laterals Page 4 G� TDH and pump tank drawing Page 5 - SPONDENCE �N y K to I y Designer KIM OCO E L License Number 224263 Signature Phone No. 715- 755 -3145 Date 6 -16-99 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification wfii result in disciplinary action under s. 146.10, Ws. State. Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)j. SBQ- 10452 -E (R.05M) Page 1 of 7 1 7 - - - - - � Y MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch unds Metric Residential or commercial? R (r or c) (y or n) L... Replacement system? Creviced bedrock site? n (y or n) Slope 7 % Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 27 in 68.6 cm In situ soil infiltration rate 0.4 gpd1ft 16.3 Lpd/m Contour line elevation 97.6 ft 29.75 m Use standard fill depths? x OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold (c or e) Hole diameter 0.25 in 0" .219, 0.25, 0.231, a 0.313 Inch ally. Lateral spacing 3.00 ft Use 0 lateral spacing for trenches. Estimated hole space 4.00 ft Not a final calculation. Number of laterals Pump tank elevation 82.5 ft Outside bottom of tank Forcemain length 215.0 ft For -emain diameter 2.0 in 1.5, 2 3 or 4 inch only. 2.067 in Actual I. D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4 =0.250 SYSTEM SOLUTIONS Inch-pounds Metric 5W =0.156 QW = 0.261 Estimated daily flow �gpd 1703 Lpd 3/16 =0.188 5116 =0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 gpdte 375.0 ft 34.84 m Linear loading rate (LLR) 7.14 gpd/ft 88.5 Lpd/m Design width (A) 6.00 ft 1.83 m Cell length (B) 63.0 ft 1920 . m Depth of cell (F) 9.5 in 24.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 17.0 in cm Basal area required (gpd/infiltration rate) 1125.0 ft2 [43.2 04.52 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell well 6.0 in 15.2 cm End slope toe length (K) 10.50 ft 3.20 m Up slope toe length (J) 6.90 ft 2.10 m Down slope toe length (1) 12.20 ft 3.72 m Total mound length (L) 84.00 ft 25.60 m Total mound width (W) 25.10 ft 7.65 m Project: GREG NELSON Transaction Number: Page 2 of 7 Y MOUND PLAN VIEW observation pipes (typical) J = 6.00 ft 1.83 m 25.1 ft q A 7.65 B = 63.0 ft 19.20 m m J= 6.90 ft 2.10m W I B K 1= 12.20 ft 3.72 m K= 10.50 ft 3.20 m L 84.d ft J m typ. obs. pipe (anchored securely) I = down slope dimension _;] = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension UA e' (152 mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm topsoil G H r, subsoil cap E = 17.0 in 43.2 cm lateral F = 9.5 in 24.1 cm invert 10 ft „ - 30.21 m - J F G = 12.0 in 30.5 cm elev. H = 18.0 in 45.7 cm ASTM C33 W Sand Fill E sys. 98.60 ft � elev. 30.05 m 97.60 ft contour 29.75 m elev. 7% --� slope D = upslope fill depth plowed layer E = dovmslope fill depth Noce: Absorption call media wilt consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered wit gode4le fabric' Designer notes: Project: GREG NELSON Page 3 of 7 Transaction Number: J � PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds Metric Width (A) 1 6 ft 1 1.83 Im Length (B) 63.0 ft 19.2 m Lateral specifications Number laterals 2 Holes/lateral 16 holes Lateral length (P) 60.00 ft 18.29 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 18.64 gpm 1.18 Us Sys. dis. rate 37.28 gpm 2.35 L/s Hole spacing (X) 48 in 121.9 cm Lateral diameter Pipe diameter Design options Designcndee Designer must 1 in (25 mm) Place X in red W one choice 1 114 in (32 mm) box of chosen from the options 1 12 in (40 mm) x X diameter. provided. 2 in (50 mm) X 3 in (75 mm) X Manifold diameter Pipe diameter Design options oesignchoice Designer must 1 in (25 mm) W" one choice 1 114 in (32 mm) Place X in red from the options 1 12 in (40 mm) x box of chosen provided. 2 in (50 mm) x X diameter 3 in (75 mm) X 4 in (100 mm) x Distribution system contains: 2 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Lbt eM N Over the mM Last hole drilled nest to end cap it P i AN laterals are identical Ir- X ---) I Holes drilled on the bottom of the lateral 8 rquallg spaced • Face main oonrmtion via tee or cross to manifold at ang point. Laterals a force main of Put Soh 40 e = permanent end market (per CQMM Table 84.70.5) Inch -pounds Metric Lateral length (P) 60.00 ft 18.29 m Lateral spacing (S) 3.00 ft 0.91 m Hole spacing (X) 48 in 121.9 cm Manifold length 3.00 ft 0.91 m Hole diameter 0.250 in 1 6.4 Imm Lateral diameter 1.50 in 1 40 Imm Forcemain diameter 2.00 in 50 mm Project: GREG NELSON Transaction Number: Page 4 of 7 Operational head 2.50 ft 0.76 m Vertical lift 15.70 ft 4.79 m A laterals the highest point in the Friction loss 4.98 ft 1.52 m system? Yes 'W here, Total dynamic head 23.18 ft 7.07 m If no what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 12.7 gal 48.1 L back to tank? CY one) Minimum dose 127.0 gal 480.7 L x Yes Drain back 37.5 gal 142.0 L F:� No Dose volume 164.5 I gal 622.7 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover with T _ weether proof �^ warning label and locking device grade levels junction box - - "�' disconnect g� levels alters 4' vent pipe electric as per NEC 300 and E--- outlet Comm 16.28 WAC location 18" (46 cm) min. wall of pump &r-"" approved chamber or outlet joint combination tank A Provide 1!4 weep hole or anti- alarm on siphon device as necessary pump on B C Grade levels PUMP 83.4 ft - pump tank manhole = a' (10 cm) off elev. 25.4 m minimum above finished grade D - vent =12" (30.5 cm) minimum above finished grade 82.5 Ift Pump tank elevation 3" (75 mm) of bedding under tank 25.1 m bottom of tank Tank manufacturer WEEKS Pump tank capacity 19.041galAn Pump tank volume 800 gal Pump manufacturer IGOULDS Inches Gallons Pump model number IWE0511H A 23.4 445.1 q5 B 2 38.1 Alarm manufacturer IS.J.ELECTRO INC E C 8.6 164.5 Alarm model number H.W. 101 D 8 152.3 Project: GREG NELSON Transaction Number: Page 5 of 7 _✓ C *ftw r 1 r - * TO' d �M1C.L June 11, 7999 TO WHOM IT MAX C'ON(,V This )CUer h reby grants perlxliss10l1 to 6rcg H. Nclson Lind ('1ter; l F~ Nelson, husbai -i l uncl wile, firr a hoic; to he dug underticatil Snore Drive Slim Prairie, Wisconsin between Lot 3 us cvidenccd by 11,c C'ertilicate ()!'Survcy N9�1P 586615 VOJume 12, Pup 35 14 fi!ec! Scp1crrihcr 4, 19 St Croix C o unty, WI 4111 Lots 4 and 5, Block C' Plat of Wigw St. ('roix WI 'I'lie road will he resturcd t() ils .xistiilg cc� t�}itit a� %x lice tlic digging is completed.. The pCi— rtis sion is being gramcd so the Nelsons cyan 111c PrOPCr septic system from t,ot 3 to ants 4 and 5 for the construc6011 ol'a ,)cw IlQnle 41, aW Shorc Drivc Star Prairie, Wisconsin, OWN OF , rHh PRIVAT1~, ROAD JFAAm r, "Trustee ofi c J ohn A. Lugcr'frwt 13 ger,! T ;`tL ?'d OTS9 2,6c F-TS' - i(1Nd is r • FILED 0I SEp04 1998 0 4 KATHLEEN H. WALSH Register of Deeds 586615 sl cro�z c g, yy( s a rn C,--"R T I E ...L ED S UR V E Y MA P Located in the Southeast quarter of the Northeast quarter of Section 17, Township 31 North, Range 18 West, Town of Star Prair'e, St. Croix County, Wisconsin. Uj Northeast corner 6I6 N o Section 17 �t I I (Z" I se v ?� I ron pipe t, ;W I ,. :....:.:.. ... s r7 see note.) 7 " E 1 314. 2 "!P M r 269. 49' 45.0 I Owner: 0 I John Luger i� LO T- 4 1 66 2721 Division St.N. I I N. St. Paul, Mn 62944 Sq.Ft. (1.45 ac.) �I 55109 Including right -of -way. �? 54227 Sq.Ft. (1.25 ac.) o o N N ' - - Excluding right -of -way. i S 88'5 51 2'26 "E 305.03' I I t LLJ 263.38' 4/•65 w , _ I CC'' O <L T(' 3 1 :r � 63390 Sq.Ft. (1.46 ac.) . — I I Including right -of -way. ' 1 ° o m 54901 Sq . Ft. (1.26 ac.) m m ' N Excluding right- of- way.Nl o ...... 1 � Ito I M o , I �, Im S 88'52'26 "E 290.50' Iw w Lu 3 252 . 4 0' I goe/ m M N LOT 2 I• ` � W w ='iP c • 59874 Sq.Ft. (1.38 ac.) , i° ° I z ° m Including right -of -way. QIN o �' o I W Z 52177 Sq . Ft. (1 .20 ac. ) al a o o° _ _ : —1 N Excluding right -of -way. N N — _ j ? LL I (C I I Q: o m J I M Q 4 W S 88'39'10 "E 276.15' y — — — — rl 241.57' 1 34.5 a h = t'L O Tl 1 W I I " LU z II 1 V) 1 6 6' I Q cza :.= 56840 Sq.Ft. (1.3.0 ac.). I `I 3 U 4 l F - 0 . Including right -of -way. of 0 ? Wiscothsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05 Wis. Adm. Code C OUNTY 2 r-r � St. Croix Vo rt per " last► ' Q sizedPTan'must include, but not limited to vertical and horizontal reference i 'di , nd 11 of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and is#agCe to pear t road ':. 038- 1071 -30 R IEWE BY ATE APPLICANT INFORMATION -PLEA INT A AYO„ d ., e$ PROPERTY OWNER: Y '2 s ~ ROPERTY LOCATION John Lug „> ` S11 199 OVT. LOT SE 1/4 NE 1 /4,S 17 T 31 N,R 18 (or) W PROPERTY OWNER':S MAILING ADDRESS, 04uN7Y LOT # BLOCK # SUBD. NAME OR CSM # 2721 Division St. N. `.%^. ►NG 3 na csm CITY, STATE ZIP COD NE NUMB ❑CITY QVILLAGE [3rOWN NEAREST ROAD N. St. Paul, MN. 55109 6 - 73 Star Prarie 100th. St. ( New Construction Use j Residential / Number of bedrooms 4 (j Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate _ bed, gpd /ft gpd /ft Absorption area required 500 bed, ft2 500 trench, ft Maximum design loading rate • 4 bed, gpd /ft .5 trench, gpd /ft Recommended infiltration surface elevation(s) 98.60 ft (as referred to site plan benchmark) Additional design /site considerations system el. based on contour line of el. 97.60' Parent material bitted glacial drift Flood plain elevation, if applicable na ft L S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK = Unsuitable fors stem ❑ S ®U CAS ❑ U ❑ S ®U ❑ S ® U [Is ®U D S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trt & 1 `= 1 0 -12 10yr3 /3 none 1 2mgr mfr gw 2f .5 .6 2 12 -27 10yr4 /4 none sl 2msbk mfr gw if .5 .6 Ground 3 27 -48 5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 elev. 9 Depth to limiting factor 27" Remarks: Boring # 1 0 -9 10yr3 /3 none sl 2mgr mfr cs 2f .5 .6 2 2 9 -19 10yr4 /4 none sl lcsbk mfr caw if .4 .5 3 19 -29 7.5yr4/4 none sl 2mgr mvfr gw if .5 `:.6 Ground elev. 4 29 -35 5yr4/4 none scl lcsbk mfr gw na .2 9 8.8 ft. 5 35 -55 5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Depth to limiting factor 35 „ Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200t e. New Richmqod, W1 54017 Signature: Date: 5 -15 -98 CST Number: m02298 I r � PROPERTY OWNER John Luger SOIL DESCRIPTION REPORT Page 2 of 3 x PARCELIM # 038 - 1071 -30 Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -11 10yr3 /3 none 1 2msbk mfr cs 2f .5 .6 2 11 -2 10yr4 /4 none sl 2csbk mfr gw if .4 .5 Ground 3 24-29 5yr4/4 none scl lcsbk mfr gw na .2 .3 elev. 9 5.8 ft. 4 29-48 5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Depth to limiting factor 29" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.06/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 John Luger New Richmond, WI 54017 MPRSW - 3254 SE4NE4 S17— T31N —R18W (715) 246 -6200 town of Star Prarie lot #3 -csm N 1 =40' BM.= top of SW lot stake C el. 100' Alt. BM.= nail in Birch tree C el. 98.40' l I n � V "'A Xv 3 � 48` zc� \ 4� {� 3z' f Garb L. Steel 5 -15 -98 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer Mailing Address Property Address r r (Verification required from Planning Department for new construction) City /State Parcel Identification Number 1 , SX --lel/ -TR ?�d LE GAL DESCRIPTION Property Location �L- '' /n, ' /a, Scc. l , T3L_N -R W, Town of Subdivision W iQu irn-1,/0? - t65 �LD 'r Aj � I3 � dC e,� , Lot # C Certified Survey Map # t :z � :i" , Volume Z ' ,Page # Warranty Deed # _ lFa?l' , Volume , Page # ` ( v o . Its-0 r . 0 Spec house ❑ yes f no Lot lines identifiable �' yes 11 no �i S5 4"f g •rod Ivs L Q . q&0 - S 8336 V'L ( 36 Z- f . 4zt SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days f the three yea expi anon date. 6 A F, 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 pr erty described abov by irtue of a warranty deed recorded in Register of Deeds Office. 2 /Jl Ti S GN R F PP ICANT 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 i • voL 1450PAGE 02 60S7S3 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 08 -18 -1999 1:45 PM EASEMENT EXEMPT # CERT COPY FEE: COPY FEE: 2.00 TRANSFER FEE: RECORDING FEE: 10.00 PAGES: 1 RETURN DOCUMENT TO: Gregory H. Nelson 6375 11' Avenue North O akdale. MN 55128 Property Identification Ws Lot 038 - 1071 -30 -200 Lot 4: 038 - 1147 -60 -000 Lot 5: 038 - 1147 -65 -000 EASEMENT Gregory H.. Nelson and Cheryll E.. Nelson, husband and wife, who are the owners of record for the real property in St Croix County, WI described as Lots and 4 and 5, Block C. Plat of Wigwam, St. Croix WI and Lot 3 as evidenced by the Certificate of Survey Map 586615 Volume 12, Page 3514 filed September 4, 1998. hereby grant a perpetual easement to Gregory H. Nelson and Cheryll E. Nelson, husband and wife for a septic system over Lot 3 as evidenced by the Certificate of Survey Map 586615 Volume 12 , Page 3514 filed September 4, 1998 for the benefit of Lots and 4 and 5, Block C. Plat of Wigwam, St. Croix WI. E Ne son Cheryll . Nelson MARTHA P. WILLIAMS NOTARY PUBLIC - MINNESOTA My Commission Expires Jan. 31, 2000 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this 18 " day of August, 1999 by Gregory H. Nelson and Cheryll E. Nelson, husband and and wife. ,, THIS INSTRUMENT WAS DRAFTED BY Precision Closers, Inc. 4315 North Shore Drive Mound, Minnesota 55364 (612_ 472 -3219 DOCUMENT NO. WARRANTY DEED — -- q VOt 1.��� PACE f S? �RaX C-'r., r 7 S Y 8 lac : a Filaa�o APR 1L' lji' THIS DEED, made between Home Inc. Profit Sharing Plan and — - Trust, Grantor, and Gregory H. Nelson and Cheryll E. Nelson, husband 1 1 :45 A. M and wife, Grantee, "V .x .. '4 -: - -~ WITNESSETH, That the said Grantor, for a valuable consideration of tip; sta. one dollar and other valuable consideration conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: Lot 4, Block C, Wigwam Shore's in the Town of Star Prairie, RECORDING INFORMATION TOGETHER WITH easement over Tepee Trail and Brave Drive as • • • • • ' • • • • • • • • • • • • ' ' ' ' ' . ' ' " ' • ' shown on the Plat of Wigwam Shore's. NAME AND RETURN ADDRESS � Bakke: , S.C. 1200 eaf&Le New R' hmon , WI 54017 -- -- ~.- 038- 1147 -60 (Parcel Identification Number) This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; .tnd Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except: EaseP - ne ^!.v,':i utility rights ztA reservations of re wan- Ant and will want and defend the same. Dated this G — _ day of IQ- V jZ 1 L. __- 19 97 �" jib ! C (SEAL) (SEAL) i • omc Inc. Pmft (SEAL) Sha nk :� T vst by John A Lu¢er, President ` (SEAL) AUTHENTIC... no,4 ACKNOWLEDGEMENT ` Signature(.,) of _. __. _ STATE OF WISCONSIN } x } as. s ST. CROIX COUNTY } authenticated this _ day of 19_ Q T.{ Y._ Pe rally came before me this r — day of 19 97 , the above named __ ♦_ John r President, Home Profit S haring+ & Trust Tff/ ,, MEMBER STATE BAR OF WISCONSLI — (if not, to me known to be the person _ who executO th2 rorege n* inst.ument and authorized by 1 706.06, Wis. Sots.) acknowird zd the same. ^ THIS INSTRUMENT WAS DRAFTED BY: R KKE NOWAAN, S.C. N EW RICHMOND, WISCOi +yIN Notary Public, St. C roix _ __ . )Cbhnty, Wiwonsm • ti,r�d.�F: -� �— Names of persons signing in any capacity should be typal or printed below their My Commission is permanent. (if not, state rxpisag signaWies. --- -- .. 59 33f `TATS BAR OF V4SCONSIN C=ORM 1 - 1982 WARRANTY DEED DOCUMENT NO. Ni Deed, mad between ,iO4N A_ ( UG ER , TR US - - _F09 IR- L- O`TSTtt�'''�'�OrPIC� JO A_LU Erg RUST ST. CROIX CO., W1 Grcntor, UCT4 1978 and GRt "GORY N , ,.(if�1 S0N s4� RYLf E�_�1EL.S�.i[_,_ –._ n H U B A N_�F.__.._..– _ _ __. _ _ --.--� _.._ ___ 3U M Granter, h° atsr °! •+d° Witnesseth, Tnai the said 6,cantor, for a valuable cur�tderatior>- ...f conveys to Grantee the following described rea! estate rt — ;Zj —_LR4 X TN15 SPACE RESERVED FOR RECORD NG DATA County, Slate of Wisconsin. NAME AND RETURN ADDRESS LOT 5, BLOCK C, WIGWAM SHORES, STAR PRAIRIE JR �(Ia1.SeN TOWNSHIP, ACCORDING TO THE PLAT THEREOF ON FILE AT REGISTER OF 1EEDS OFFICE FOR ST. C:20IX V,+KVALF COUNTY, TOGETHER WI.H A NONEXCLUSIVE EASEMENT OVER THE FRIdATE ROADS, BRAV DhIVE AND TEPEE S/ yS TRAIL, AS SHOWN Of' THE PLAT CF WIGWAM .SHORES. - - 3R ] 47 Z--- 6 - 5 _ — ; PARCEL +DEjFCA N%OAGER I i( i TRANSFER st 00 FEE This L S N n T homestead property. 60 (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging, .nd .warrants that the title is good, tndefeasi:.'e in fee simple and free and clear of encumbrances exce-,' EASE 71 £ N T 5 , UTILITY RIGHTS & RESER ATIONS OF RECORD. and will warrant and def Same. Dated this _ / r?r,/ day of — JE P T EMR F R 9.g - - - -. (SEAL) — (SEAL) eO-HLN . 1_UGER, TR�E - -_- _ UGERr (SEAL) —__ __— ( SEAL) i AUTHENTICATION ACKNOWLEDGMENT Signature(s) _ State 0f)lVS W.9ggs)(IX11 I N V E S OT ss v � _u Y �C authenticated this day of 19—_ Personally came before me th'ss _ -- [. 7 day of SFPTFMRFP _. 19�$ theabove named TITLE: MEMIiER STATE BAR OF WISCONS ?N � sss ►s __ — ~` (If not, -- 3 = sa l.+V►�"_ � authorized by §706 06, Wis. Stats.) ° 9 ` �' awn to the perx , _— _ who ;xecuted the foregoing y�mb%t�a owledge he same. THIS INSTRUMENT WAS DRAFTED HY Notary Public, �L� ti Y1.�zt Y� — :ouwy, V46. foe- -3 Signaturs may be authenticated or acknowted. Both are not M commission is reratanent (if n,,i, state expiration date necessary) • Names of pe sore sig,mg n i,y .app. y should by ty;xd x pr need bc.ow tl-t s gnxures. STATE 8 ?.R OF wt5CON5tN W%-r SA Legal '•V'ARti ?,NTY DEED Form Nu, I - 1992 Vei- 1435PAa 315 6 0 5259 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number Document Title ST. CROIX CO., WI Warram }y dead RECEIVED FOR RECORD 06 -18 -1999 10:30 AN WANTY DEED EXEMPT # CERT COPY FEE: COPY FEE: TRANSFER FEE: 3.90 RECORDING FEE: 2 2.00 PAGES: Recording Area Name and Return Address L„an Ti + /c. Moe — I goo S. lve o- Lc- rd . "' ZO O 1�1d� l3 Oiy��' °r►� N►r� . ssrrz ©39 -iv71 Parcel Identification Number (PIN) This information must be completed by submitter: document title, name & return address and PIN (if required). Other information such as the granting clauses, legal description, etc. may be placed on this first page of the document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and $2.00 to the recording fee Wisconsin Statutes, 59.43(2m) WRDA 2/99 215 -32 (2199) STATE BAR OF WISCONSIN FORM 1 — 1982 WARRANTY DEED DOCUMENT NO. 145P�C� 3 This Deed made between J40 HN• A. LU GER TRUSTEE J OHN A LUGER TRUST Grantor LAND TITLE, INC. and GREGORY H NEL SON ANn CHFRYI L E NFJ_SO ^1, ----- SUITE 200 HUSBAND & WIFE - - - -- 1900 SILVER LAKE ROAD Grantee, NEW BRIGHTON, MN 55112 Witnesseth That the said Grantor, for a valuable considerad (651 638-1900 JOHN A.- LUGER TRUSTEE, JOHN A LUGER RUST FAX 638- 1994 � THIS SPACE RESERVED FOR RECORDING DATA conveys to Grantee the followin� described real estate in S T. R 0 I X County, State of Wisconsin: LOT 3 OF C S M IN VOL. 1 2, NAME AND RETURN ADDRESS PAGE 1111 IOC, 10. 5866151 LOCATED IN THE G NELSON SE 4 of NEt o SEC. 17, T31N, R18W, TOWN 637 8 OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN ALE, IM I (UNDIVIDED I THEREOF) PARCEL IDENTIFICATION NUMBER i i This I S N 0 T homestead property. (is) (is not) Together with all and s in ular th an a urt anc s thereunt belon i g; A .JOHN A. LUGER 1 RUSTEE, JOfPi �UGER �RUS warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except and will warrant and defend the same. ,. Dated this 1 ST day of J U N E ,199_. (SEAL) (SEAL) JOHN A. LuGER __'r1RUSjEE (SEAL) .JOHN A. LUGER TRUST (SEAL) �f AUTHENTICATION ACKNOWLEDGMENT i Signature(s) State of IkUXX 'X, M INNESOT ss. R A M S E Y County authenticated this day of , 19 t Personally came before me this 1ST day of , 19_. -Q, the above named I A TITLE: MEMBER STATE BAR OF WISCONSIN (I (if not, o C1 I I authorized by §705.06, Wis. Stats.) GI � me kn wn to be the person who executed the foregoing strume t and atknowledge the same. THIS INSTRUMENT WAS DRAFTED BY 9c) An 4 . L- 2e �7:a - 5 `YS - 1 O T ota Public, County, %XM N I; (Signatures may be authenticated or acknowledged. Both are n y mm' Sion is rmanent. (If not, state expiration date: !� necessary.) 1 0 , 19 .) a jj - Nimes of persons signing in any capacity should by typed or printed below their signatures. STATE BAR OF WISCO14SIN Wisconsin Legal Blank Co.. Inc. �— WARRANTY DEED Form No. I — 1982 Milwaukee. %Ms. FILE �I S EP 0 4 1998 0, 4 KATHLEEN N. WALSH Register of pig 586615 E , st crop c N „ s a rn C� R T I F ED S UR VE Y 14A P Located in the Southeast quarter of the Northeast quarter of Section 17, Township 31 North, Range 18 West, Town of Star Prair'e, St. Croix County, Wisconsin. w K Northeast corner I 6 6' I N M Section 17 2' Iron pipe set, I _ ...... . ( o see note.) — — FND S 88'27'47 "E 314.51' - 2 "IP m (V 269.49' 45.0 I Owner o a) ( John Luger L 4 1 6 6 2721 Division St.N. I N. St. Paul, Mn I 62944 Sq . Ft. (1.45 ac.) �I I 55109 iv Including right -of -way. m 54227 Sq.Ft. (1.25 ac.) o o — — — —� Excluding r -of -way NI N g g Y• I I S 88'52'26 "E 305.03' 263.38 4/.65 W ' - - - - � I Ld LOT 3 63390 Sq.Ft. (1.46 ac.) . I ^� — v 0 — — — I rn Including right -of -way. 54901 Sq . Ft . (1.26 ac.) m Cn N - - `'i I Excludin right of wa . .. Y •N N g g I o o — O Im m O Cr N Cn S 88'52'26 "E 290.50' Iw w w 252.40' I o�3B.1 59874 Sq•Ft. (1.38 ac.) I ° ° co Including right -of -way. oIN °o z m I o I 52177 Sq. (1.20 ac.) .1 o° — _ ; _ rl N Excluding right -of -way. NI a ° ? LLJ �- �� I I - 1 .. - -Q: - o m 1 M J Q I w S 88'39'10 "E 276.15' I '` v 244.57' 34.5 a — I I O — O 0 = LL ® 7T 1 i I LL, z (n I 6 6 Q c9 Ft. (1.3,d ac.)• I " �' 56840 S q• - I a 6 I 6 ' °. Including right -of -way. & ° o ? c .2, 49890 Sq. Ft. (I.15ac.61 cv 2 I N � �! E f- E xclu ding d' n i ht o w Y c u i r a N N g g c)1 O, 4911.00' I 1 i 230. 7q, 31.06 I N 88'25'55 "W 261.79' _+ — —` I West quarter cor, , I I I East quarter cor. . Berntsen monu- 1 6 6 Section 17, (see ment. found. : ...::::':::.._.....:..::.....:. note). Bearings referenced to the East -West quarter section line, assumed N88 ° 25 1 55 "W This instrument drafted by 4972569 VOLUME 12 PACE 3514 V L Y MA f--J Located in the Southeast quarter of the Northeast quarter of Section 17, Township 31 North, Range 18 West, Town of Star Prair'e, St. Croix County, Wisconsin, w i' Northeast corner N M Section 17 I 6 6' I I ro (2" Iron pipe set, . °.....'::.._:. - :'.,'. �.:: l o see note.) - FIV S , 88'27'47 0 E 314.51' - 2 "IP 0 N 269.49' 45.0 I Owner: r o M I John Luger 2' ®� 4 1 66 I 2721 Division St.N. 1 N. St. Paul, Mn I 62944 Sq.Ft. (1.45 ac.) �I � 55109 cv Including right -of -way. I �? 54227 Sq.Ft. (1.25 ac.) o o - - -- Excluding right -of -way. aI cv I I I S 88'52'2 "E 3 05.03' 1 mil W� 4/.65 Ljj' I I cr 1L ®7T 3 I 63390 Sq. t. .46 ac.) . I m. Including right -of -way. 1 ° o _ 54901 Sq.Ft. (1.26 ac.) m m _ N Excluding right-of - way.Nl N I �� I(0 1 o m i m m O IM m 0 — — N S 88'5 '26 "E 290.50' Iw w W 3 252.40' Irn2W./ to M N I L FN LO 77 2 1, "/ o o �- v • 59874 Sq..Ft . (1.38 ac.) 1 I ° m Including right -of -way, oI Z o m ° I 52177 Sq.Ft. (1.20 ac.) W al (V a Excluding right -of -way. CU N CC ? o i W _j S 88'39 10 u E 276.15 I W 241.57' 34.5 O IL ® 7T 1 i s 6 56840 S. Ft. (1.25 ac.). I q'• I I 6 °• Including right -of -way." f ° o i - I N 49890 Sq. Ft. 0.15ac.)Cv cv Ii - - - Excluding right- of- way.w, S88 °25'55 4911,00' 1 1 230.73 1 3406' N 88'25'55 "W 261.79' - — West quarter cor. . 1 1 I East quarter cor. . Berntsen monu- :;,.'':;:: '' : 6 6 Section 17, (see :_... :. ment. found. ` ' - �•• :�• note). TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 15.70 ft 4.79 m Are laterals the highest pant in the Friction lass 4.98 ft 1.52 m system? Yes "x' here. L�J Total dynamic head 23.18 t 7.07 m If no, what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemaln drain Lateral void volume 12.7 gal 48.1 L back to tank? ("x' one) Minimum dose 127.0 gal 480.7 L x Yes Drain back 37.5 gal 142.0 L No Dose volume 164.5 gal 622.7 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover with weather proof �— warning label and locking device grade levels junction box - -� g� levels disconnect aRemate 4' vent pipe electric as per NEC 300 and El E— outlet Comm 16.28 WAC location 18" (46 cm) min. ?- W 1-- allof pump k-- approved chamber or outlet joint combination tank A Provide 1114" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels PUMP 83.4 ft C - pump tank manhole = 4" (10 cm) off elev. 25.4 m minimum above finished grade D - vent =12' (30.5 cm) minimum above finished grade 82.5 Ift Pump tank elevation 3 " (75 mm) of bedding under tank 25.1 m bottom of tank Tank manufacturer WEEKS Pump tank capacity 19. gal /in Pump tank volume 800 gal Pump manufacturer IGOULDS Inches Gallons Pump model number JWE0511H A 23.4 445.1 'iz B 2 38.1 Alarm manufacturer S.J.ELECTRO INC E C 8.6 164.5 Alarm model number H.W. 101 p D $ A 152.3 Project: GREG NELSON Transaction Number. Page 5 of F i yy 4 .3 3' D Iq �jJSG4� /�diJ �JIiaC��k ..c� 7JCy.O — i i 4 PRECISION CLOSERS INC Fax:6124724181 Aug 17 '99 12:48 P.02 RETURN DOCUMENIT I'O: Orcgory H. Nelson 6375 1 1 " Avenue North O ukdulc- ,MN,5 _- Priry7erly I (jell ril'iceuion V's I.nl ,; 0311- 1071- 3(1 -2U11 Lot 4: 039-1147-60-000 I,m5: 08-1 147-65-000 EASEMENT Gregory H.. Nelson and C'lleryll Li.. Nelson, husband and wile, who are the owners of record for the real property in St Croix County, W I dcscribcd as Lots and 4 and 5, Block C. flat ol'Wit;w;un, St. Croix WI kind Lot 3 as evidenced by the Certificate. ol Survcy Map 556615 Volume 12 , Page 3514 filed September 4, 1998, hereby grant a perpetual carscmcnl In 6'regory H. Nelson and ( ".heryll 1 Nelson, husband and W11 for a septic system over Lot ; as evidenced by Iltc Certificate of'Survcy Map 586615 Vulurnc 12 , Page 3514 filed Seplcnibcr 4, 1998 for the benefit of L,ots and 4 and 5, Block C. Plat of W4.,maurt, SL Croix W1. G reg E. Nelson C "heryll F. Nelson STATE OF MINNESOTA COUNTY OF HFNNEPIN l "he. 601'eving instrument was acknowledged bel'ore Inc this 19"' clay of August, 1999 by 1 Gregory H. Nelson and Chcry11 L. Nulsk)n, husband and wile. THIS INti'I'1tUMI N'1' WAS DRAF'I'1:I1 I;v hruc.islull ( lwwl - s, 1110. 4315 Nollh Shure Drive Mound. Minne5Ula 5.5364 (613 472- 321() PRECISION CLOSERS INC Fax :6124724181 Aug 17 '99 1247 P.01 r Precision Closers, Inc. 4115 NORT I SI10RE DRIVE - MOUND, MINNESOTA 55,164-(612)472-3219 Fax 612-472-4181' I.)A "IT: 0 7/99 Rod s inger FROM: Martha Williams RF: Nelson septic easement �� RECIPIENT'S FAX: # 715- 3-4686 # Of PAGES: 2 1f all pages are not transmitted, please call sender at the number below: Precision Closers, Inc. 4315 North Shore Drive Mound, MN 55364 (612) 472 -3219 Fax Number: (612) 472 -4181 Available 24 hours a day. Rod: Please find a copy of the proposed easement. The recorder indicated that putting the easement over the entire lot would be appropriate. If you approve of this document, please advise so we can get executed and recorded. Thanks for your cooperation... Please call on my cell 612-868- 2371-if you get voice mail on that (I may be out of range) just leave word you approve or you want something additionally). I'4iokink or doing a 1031 'lax Deferred 11:xchu►Ikc7 ('heck out the wcbcitc of GE?M: www.10331Rem.eonl ��Sr't? i'1999 1' : d7 715 - 634 -515FJ !-+'`=Y SAFETY AND BLDGS PAGE 01 Safety and Buildings 15831 USH 63 HAYINARD Wf 54843 -8107 visconsin TDl7 p rce, 2ti4-8 ?77 wrmrr. cam r nprre.9tate wi. u s Department Ot COMMerce Tammy G. Thompson, Governor Brenda J. Slancharcl, Secretary Artgual02, 1999 CUS'I' IL7 No. 24163 F Ax Not 1 F , . ex Wotr A787�_ T6 KIM A O'C'UNNELL 504 3RD AVE OSCEOLA Wl 54020 RUM RE: RF,Qi_1F,ST FOR ADDITIOIN INFORI4IATION Transaction M No. 236591 SITE: Site 11): 177025 ST CROIX County, Town of STAR PRAIRIE; 2154 SHORE DR, STAR FTIAIRIIL 54026 SEli4, NE114, S17, T - 3 IN, RI SW Facility: GREG NELSON 2154 SHORE DR,, STAR PRAIRIE 54026 FOR: 0bjec:t'1'ypc: POWTSystem I1,egulaied01bjec ±IDNo.:481051 The submiraI described above has been placed on HOLD and the teview and approval is pending subject to receipt. ofthe ADDITIONAL INFORMATION arid/or revised plans requested by this letter. Upon receipt of the additional infomnation and/or revised talons, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes The toilowing roust be correctedlrevised and accompany the resubrrtittal: An cascrrrent must be obtained to locate this septic System on a parcel other than the parcel on which the building Is located, whether or not the same person owns both parcels. 1'ou inr•luded a fee for a Petition for Variance, but none was Included, I didn't notice anything that you would need a petition for.. Ant T overlooking something? Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. A copy of this letter is to accompany the resubmittal. If [lie above requested information and/or plans are not received within 34 days of the date of this correspondence, this submittal will be rerurned unprocessed. No fees will be rcAmded, and a new fee, application forth and submittal of plats /specif`wgtions may be required should you desim to continue with this project. r^' 4 1RICIA L SHA IMF , POWT(JILAN REVIEWER 1>>tcgratCd 5ervic:es (715) 634.781 FAX: ( 715) 63 - 51.50 , M - F ': 45 A-M - 4:30 PA4 PSHAN �)OORF(h )C'OMMERCE. STATE. WI.US i 1 n Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites o4dr' its Gba tens. 20 & of the'iscoctit +ell Code, a soli erosionnutll ian needs to be submitted and hpproved prior to the issuance of bwdIrl :permits far ] 2 family dwelling units to thi g'jurisdi ..... �rhete the oil oaro$ion mnirgl ;prow tons of rite ntfortn AweUu4g Code are nfot�ed. 'X`#iw Standardroston ContrI Planes provided to assist in meting .. ..... g s <:::: <; :::> >> > >:: »: .... b .Cod <Butldang ins ors havevthonty to r ' uest erosion ?control measaces Yeq > y... a whe �teh}measttes are deemed►eeessary to meet theCode .. ........ perfdtntanoe standard of keeping soil on sue. :.... . :.. ..::..::.. s Consiructton ro e...... that disturb .more than S acres >ar are . rt tzf a �ievela meat :tlu t dtsturbs Than 5 ;.:�Cre� .are..:��1�. - <r : .. aired to Q�tain, a �onstrucUOn site. sXorp�te�<�iscliar a pertgit from: the '�V �so0nsttt ; Applicant: 7 Z6.�-s Name Daytime telephone number � � - 5 �7 Street address, city, zip code ML Landowner. . Name Day telephone number I Street address, cit zip code t3' P Locati of the building site (complete as appropriate): 5 -�� quarter of Section Z ,7 . Town �_ N., Range I_ T- IA/ Lot S` , Block lei a Street address Instructions: 1. Complete this plan by filling in requested information, marking (.f) appropriate boxes, and completing the site diagram. and after gradin 2. In completing the site di g ive consideration to p otential erosion that may occur before, duri g g• P g g �g P Y , g Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management ! Handbook, and UW - Extension publication Erosion Control for Home Builders can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 6081266-335&' Erosion Control for Home Builders (GW0001) can be ordered through Cooperative Extension Publications, 608/262 -3346. 4. Submit this plan at the time of building permit application. i i hL - - - Chock (V) appropriate boxes below, and complete the site diagram with necessary information: UP CP� ���� vin � ors Site Characteristics Q North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. 1Y ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ 97 Location of storm sewer inlets. [� The gradient and direction of slopes before grading operations. [3 The gradient and direction of slopes after final grading operations. l� Location of existing and proposed buildings and paved areas. M/ ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ Location of temporary soil storage piles. Note: Although not specifically required by Code, it is recommended that soil storage piles be placed behind a sediment fence or more than 25 feet from any downslope road or drainageway. [� Location of gravel access drive(s). Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway 50 feet or to the house foundation (which ever is less). ET"' ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. ❑ W"' Location of sediment barriers around on -site storm sewer inlets. ❑ 13-' Location of diversions. Note: Although not specifically required by Cody it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas Overland runoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑ l" Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining eristing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ Cl Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams. ❑ E Location of other planned practices not already noted. • .I -Site Diagram- Note: Any base map of useable scale can be substituted for this sheet. y C / ey t \� 1 n V/ B O � R IM G s� I Site Diagram Legend please indicate north direction _ - — PROPERTY _ _ SILT FENCE by completing the arrow. -�� EXISTING STRAW r ' DRAINAGE BALES TD TEMPORARY y °ti GRAVEL DIVERSION _ � T FINISHED TREE j � —' DRAINAGE PRESERVATION I LIMITS OF STOCKPILED GRADING TOPSOIL VEGETATION 1O SPECIFICATION Scale: AREA 1 inch = feet w Indicate management strategy by checking (.t) the appropriate box: 4, o` Management StrategLes Er ❑ Temporary stabilization of disturbed areas. Note: Although not specifically required by Code, it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1s( and September 15th), or by other cover, such as tarping or mulching. / Permanent stabilization of site a means as soon as l�" t► by re- vegetation or other m pass ible. • 0 Use of downspout and/or sump pump outlet extensions. Note: Although not specifically required by Code, it is recommended that flow from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement • U Trapping sediment during dewatering operations. Note. Although ot specifically r ired Cod it is recommended that sediment -laden disc water gh � by � rg fr om pumping operations be ponded behind a sediment barrier until most of the sediment settles out. U Proper disposal of building material waste so that pollutants and debris are not carried off -site. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to s events will be cleaned u before the end of the form p next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control P ractices will be maintained until the disturbed areas they p rotect are stabilized. �A�fioement_ . T hereby certify the[ I understand fate construction site eroston control provtstonsof the! Wtscottsm Uniform e od :an that'! acce t ., b I7w lltng d p responsibility fbr carrying out the above er on ontrot;plaa as npproved , y the code .en rcement auth i Stgaature o applicant A publication of the University of Wisconsin - Extension, Ron Struss, UWEX Water Quality Education Specialist (12192). This publication may be freely duplicated Additional copies are available through the UWEX Environmental Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, Wl, 53706 6081262 -3652. 0CA0 3 -0 n �1 c °' 3 ID -, a gt c ID I O G7 Z o wA m N V ° w !ly��1 • a m o i _ C d v n w O O C m 7 co -I - O O p� N C <D N o D N e�.r U) O Z w ua ZD - ate (a O 0 a m l N 0O oa°o� N O a =A ? 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