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Wiscon Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar PermitNo.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Village ❑ Trwn of: State Plan ID No.: Preferred Builders, Springfield Township CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: /do 1 1 6,9 -< v 034- 1071 -10 -300 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ` P.�e { �r`� Benchmark T Z p 0 3, Zo /00 Dosing r Alt. BM y 25- A Bldg. Sewer Holding' 9)Ht Inlet TANK SETBACK INFORMATION VHt Outlet TANK TO P/ L WELL BLDG. Ae lntake ROAD Dt Inlet Septic > r : + z r , NA Dt Bottom Dosing >10.j - I Z 7 ± '. NA Header / Man. l) Q . A NA Dist. Pipe 160, al Holdin Bot. System 3 yy 99.3 9 MP / SIPHON INFORMATION ` Final Grade Manufacturer X 0 Demand St cover Model Number �� y2 - '/GPM S 7 T H Lift $ `riction q Systen 7 TDH Ft {, #z f-3 I H S orr p, Forcemain Length Q r Dia. 2'� Dist. To Well 3 S 3 P S OYr N SOIL A _ TION SYSTEM g11� 6�� 2. REZ14�t Width Length , No. Of Trenches PIT No. Of Pits Inside Di Liquid D DIMEN N y IM EN I SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHIN anu act urer: SETBACK INFORMATION Type of r CHA R Mo Num System: Z OR UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe r rr x Hole Size x Hole Spacing Vent To Air Intake i 3 5 Length _7 - S Dia. Z Length 7LS z . �Dla. Spacing r & 3 , 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 1 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / �/ o� Inspection #2• Location: 622 County Road NN, Woodville, WI 540 8 (SE 1/4 SE }/4 31 T29N R15W) - 312915481E -Lot 4 1.) Alt BM Description= & 1�ow. a� �I�;w� S, O�r`��tia� 29" P��u�c iti. 5 (v�r� /k corzec_� 2.) Bldg sewer length =1y' 67*ke" ee, r / o /6ta - amount of c — 7 /� �•) voGk 5ar� �voc,,, �Cr,, S { r 3.) contour = 1 ( • Q , � m, 99 Z q, .3 Plan revision required? ❑ Yes ..o Use Use other side for additional inform n. SBO -6710 (R.3/97) Da Inspector's Si ature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: z Ai f f ;.. ...�. %. ..�; ...., ` ..,�.... 1_... .._. s . 3 f a 3 33 e I 3 }} pp ! ( E t € € r & € r € ._ ....�..._ �.....w.,....�...��_. � _�... ._.,_... L...,_...,,.. b._...,... �e.... �.. w.... � ...... .......a.,..�......�.�....._w.t �a.m..._.� 777 ___e...�.._ �.._.�..,a�..,_ w...�.�..a.._._._»_. ���,a.,.m..._ ,..�.,..�,�,......._..m s Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 isconsin www www•commerc .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary April 23, 2001 CUST ID No.222234 ATTN: POWTS Inspector " ' t < e \ ZONING OFFICE GALE W SMITH ST CROIX COUNTY SP , 3228 HWY 170 1101 CARMICHAEL RD GLENWOOD CITY WI 54013 HUDSON WI 54016 6` c RE: CONDITIONAL APPROVAL J T' PLAN APPROVAL EXPIRES: 04123/2003 Identification N ber$ Transaction ID No. 639518 -- ' Site ID No. 194209 SITE: Please refer to both identification numbers, SITE ID: 194209, PREFERRED BUILDERS L above, in all correspondence with thetagency. ST CROIX COUNTY, TOWN OF SPRINGFIELD; CTH NN SEI /4, SE1 /4, S31, T29N, R15W LOT: 4, FOR: NEW MOUND, 750 GPD �'� ;. OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 668491 ��ylvp a .`dl ,$ • This approval is for a revision to previously approved Transaction number 430705. The approved change s�:re. the mound and pressurized distribution system are designed per the second Mound Component Manual and I C� �. r second Pressure Distribution Manual instead of Mound Component Manual, Version 1 and the first Press��kE.E Distribution Manual. The changes occur in the pressurized distribution system, dose volume and pump size ee plans). / SGE C0 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: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. ➢ The approved changes will become an addendum to the previously approved plans. All other portions of the installation shall conform to the original approval. GALE W SMITH Page 2 4/23/01 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincer #Y, DATE RECEIVED 04/23/2001 FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 PATRICIA L SHANDORF BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, 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 cc: PREFERRED BUILDERS INC MOUND SYSTEM DESIGN ?� Residential Application o, �A s, 0` INDEX AND TITLE SHEET Project Owner Address QS,6 --gr ^ � /N g ,L.� 9 E F CC' ! Legal Description Township �Sf4. 4!L /e County _Sf CE /X § PONI,,,, Subdivision Name Lot No. Parcel ID Number Plan Transaction Number Index and title sheet Page 1 Mound calculations ©u© / , 47'7/41,V-5 ) Mound drawings pagej3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 N �, 1 AIC , Pump curve Page 6 A ed ' Site plan pege Soil test (a,b,& c of page 8) (�aQe -B► Designer �f}� �,� `y s/SiJ / ft17 License Number Signature ��,� � L� Phone No. Date l� � v 2 Z — o Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. r Page Perforated; Pipe Detail End View i a ppe y C�4� l ee �� a`A � 3p � C•'' ' L �oN 7''�i 3 /V e/ o ,s 1-yp �e,� 8 Ur, 5 it Holes located on bottom of force main are equally zpaced �Y ,.• .. _t; Force t�jain PVC 1 Distributation pipe layout � /Ft. k,,•z Inches Invert Elevation of Laterals /,0/,,,5 S 1 . �hBiras X1 �i 31�M16qs Signed t Y ^ Inches Liaense t Hole Diameter - Inches Date t Lateral " Inches Manifold " 02 Inches Force Main " Inches # of holesAipe _ PAGE OF . PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS VEIJT CAP r li "C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING 25' FROM DOOR, JUUCTIOIJ BOX MANHOLE COVER WINDOW OR FRESH IL "MILL, AIR INTAKE 1 GRADE ' H" MIM. L M r 18 M1U. CO►JDUIT IAJL_E T PROVIDE AIRTIGHT SEAL I i � I I V AFFROVED JOINT A I APPROVED _: 1 C.I. FIFE ICI W /C•I. FIFE F XTEhJDIK)6 3' _ I ALARM EXTEIJDIU', C)JTO SOLID SOIL, B II UNTO SOLID )I I C I I 01L1 i I PUMP OFF D l~ CONCRETE BLOCK !f S,4 Vo RISER EXIT FERMITrCD GkJL`J IF TAAJ',( MAIJUFACTURER HI \S SUCH APPROVAL, r� NJf S E SPECIFICATIOWS cos E T►J � AKS MAAIUFACTURER� 4 -,ze- DUMBER OF DOSES; � PER DAy TA U K SIZE : _ 6 il b GALLOAJS DOSE VOLUME 13L Iy a# - 1 ALARM MA►JU FACT UP, ER: .T�Le�7`,QO IMCLUDING BACKFI.OW: GALLO? S 3s , 6 8�,c MODEL LIUMBCR: _1491 CAPACITIES: A = _ 2 INCHES OR I ZZ GALLOti i SWITCH TYPE: M6R it: l�J�?� g= ___2 INCHESOR ALLOW" / PUMP MAN UFACTURER: - r7 0 G1 Q S C m © INCHES OR //``hh G � � GALLOA. i MODEL MUMBER: - Z_/00,6_ D = INCHES OR � GALLOPS SWITCH TYPE: ��I � �IiPY , JJOTE: PUMP AND ALARM ARE TO BE MIAIIMUM DISCHARGE RATC . 4 1 162 GP/A INSTALLED OM SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEU PUMP OFF AAJD OISTRIBUTIOU PIPE.. _ 9 o F EET + MIFUIMUM MCTWORK SUPPLY. PRESSURE . " . " .;' FEET + FEET OF FORCE MAIN F /opFEFRICT101J FAtYOR. . FEET TOTAL OtIU&MIG HEAD C. , 'Z: FEET IUTERMAL DIMEWSIOAIt OF TA1JK: LEAIGTH - ' ;. ;WIDTH — (� - � • ; LIQUID DEPTH 510ME D: LICEMSE MIJ MBE R: OATEN,_.. WESTBURNE SUPPLY INC. d r6 Y 12 DUS rRIAL RD. Goulds ON, WI 54016 Submersible Effluent Pump MOOEL 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel, grade turbine oil for for efficient heat transfer, Billowing uses: • Capable of running lubrication and efficient strength, and durability. dry without damage to heat transfer. • Effluent systems dry Cover Thermoplas- • Homes components. tic coder with integral handle Motor: Available for automatic and • Farms • EPO4 Si h manual operation. Automatic and float switch attachment • Heavy duty sump 9 p 0.4 HP. models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewalering RPM, built in overload with preset at the factory. rated oil and water resistant . automatic reset. • EP05 Single phase: 0.5 HP. ■ Bearings: Upper and lower SPECIFICATIONS 115V, 60 llz, 1550 RPM, FEATURES heavy duty ball bearing Pump. EPO4 built in overload with ■ EPO4 Impeller: Thermo- construction. • Solids handling ca,:ablli,y. automatic reset. plastic Semi open design /4' maximum. •Power cord: 10 fool r;ilh pump out vanes for AGENCY LISTING • Capacities up to 1';3 GPM standard length, 16/3 SJTO mechanical seal protection. SP Canadian Standards Association • Total heads up f, 24 feel with three prong grounding • Discharge size: 1 . NPF plug. Optional 20 foot ■ EP05 Impeller: Thermo (CSA listed model numbers • Mechanical seal carhop- length, 16/3 SJTW with plastic enclosed design for rotary/ceramic -st,r on��ry three prong grounding plug improved performance, end in "F" or "AC ".) BUNA -N elastomers (standard on [P05) ■ Casing and Base: Rugged • Temperature thermoplastic design provides 104 F (40'C) con; nuous superior strength and 140 F (60 'C) intermittent. corrosion resistance. • Fasteners 300 series METERS FEET, sla nless steel. 10 j • Capable of running � _ I dry without damag? to 9 30' i I cc,rponen!s. Pump: EP05 n _ I '1-25 Fr • Solids handling capability, o 25i I - -— '/a "maximum, a W • Capacities: up to 60 GPM. _ • Total heads: up to 31 feet. s 20 • Discharge size: V12' NPT i 5 . • Mechanical seal: carbon- rotary/ceramic - stationary, rt BUNA -N elastomers. 0 4 I i EP05 •Temperature: 3 10 104 °F (40 1 C) conlinuous EPO4 140 "F (60 "C) intermittent. 2 l I s 0 0 - -- ---� 0 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m /h CAPACITY 1995 Goulds Pumps, Inc. Effective May, 1995 B38J1 f (0 2Z _ NN Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. IN41swnsin See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used forc purposes Madison, WI 53707 -7302 Deportment of Eommerce [privacy Law, s. 15.04( (Submit completed form to county if not \ i ._: ; state owned. Attach com life lans to the county copy only) for tho-jWstebr,on pappr not less than -1/2 x 11 inches in size. County State Number ❑ Ch sio top usplicaCion ate Plan 1. D. Num f Lk I .i i_�, v!i S Ib* Mwd I. Application Information - Please Print all Information lz cation: Property Owner Name ` '� i j 2 t . H F perry Location 1 1/4 /4, S T N, R W operty Owner's Mailing Address COUN IY <. t Number Block Number ZC)NINGGFFiC;-: /"' �C." City, State �►,f �/� Zip Code /l Pho r r - ;` or CSM Number e s �/� ' eo 2 3� !S �1. �Typle&t i lding: (check one) ❑ 'ty ❑Village 1 or 2 Family Dwelling - No. of Bedrooms : C�'Town of LPublic /Commercial (describe use):__ 1e ❑ State -Owned Neare t Road Parcel T 3 ,$) III. T ype of Permit: Check only one box on line A. Check box on fine B if applicable) 3 . Zsi . S . L4:9 A) 1. New 2. ❑ Replacement 3. eplacement of 4. 5. 6. ❑ Addition to System System Tank nl Existin System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) • Non - pressurized In- ground Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurize - ground t Holding Tank ❑ Single Pass ❑ Drip Line ❑ At-grade p b0 . ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (GalsJday /sq. ft.) (MinJinch) Elevation 7j'D x.5 7�5-1e� -- /04-7 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass Crete structed ci e Ne w Existin g Tanks Tanks ❑ ❑ ❑ ❑ 1,2 C 6�0 / Mid tv isle lrlNl IC /moo / � ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no tamps): Mp/lIo. Business Phone Number Plumber's Address (Street, City, State, Zip Code) Lv / G� e N G•� oa �/ �' 7'` / IX. County/Departmerit Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) JX Approved ❑ Owner Given Initial Adverse Spkcharge Fee) Determination - X. Conditions of rova /Reavris for Disapprovaj: Y r , \ vkxel � � Ak c..&- 1 CNn^ti J Lt- asp s � 2p[ Sce ec� e C-- - r Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 N visconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 01, 2000 CUST ID No.222234 ATTN: POWTS INSPECTOR ZONING OFFICE GALE W SMITH ST CROIX COUNTY SPIA 3228 HWY 170 1101 CARMICHAEL RD GLENWOOD CITY WI 54013 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/01/2002 Identific um Transaction grNo. 4307 Site ID No. 194 SITE: Please refer to both identification numbers, Site ID: 194209, PREFERRED BUILDERS 5 BDRM HOME above, in all correspondence with the agency. ST CROIX County, Town of SPRINGFIELD; CTH NN SE 1/4, SE 1/4, S31, T29N, RI 5W Lot: 4, FOR: NEW MOUND, 750 GPD Object Type: POWT System Regulated Object ID No.: 668491 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 maintenance plan for this system must be given to the owner of the POWTS. 3. The orientation of the mound system must be such that the mound's longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. 4. Maintain well and waterline set backs per COMM 83.43(8)(i). 5. Install state approved 1650 gallon septic tank rated for at least 750 gpd. P.Cf A- 99 t U. rd +e ' -,� (See Graph 3 of the Pressure Distribution Manual.) c oo t �' ift 7. The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. l• Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval A� stipulations. SAFE 8 Turn up ells with valves and valve boxes or other means of flushing the lines shall be provided. G ---- i 9. he management plan / t• �41� SE=E CU 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. GALE W SMITH Page 2 9/1/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. ;- Sincerely, ,,' DATE RECEIVED 08/15/2000 FEE REQUIRED $ 60.00 Z ` FEE RECEIVED $ 60.00 PATRICIA L SHA , POWT AN REVIEWER BALANCE DUE $ 0.00 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 cc: PREFERRED BUILDERS INC MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Owner JJIi��'�i� AF.'���l�G� xr Address 1-7 y Q,5;K7wA1r? AG3 M AI Legal Description Township ���,�Qj�L� County V Subdivision Name ' Lot No. Parcel ID Number Plan Transaction Number T.S. > ?11 UI XV Index and title sheet Page 1 Jr- OMM Mound calculations Page 2 Mound dra wings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 CE Pump curve Page 6 Site plan Page 7 3 i Soil test (a,b,& c of page 8) Page 8 G t ,/ lj 'P l5/ III Designer � 1 k) License Number Signatur Phone No. Date O �� Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. I II MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? IF (r or c) (y or n) u Replacement system? Creviced bedrock site? n (y or n) Slope 2 % Wastewater flow rate 750 gpd 2839 Lpd Depth to limiting factor 26 in 66.0 cm In situ soil infiltration rate d /ft 2 20.4 Lpd /m Contour line elevation 100.3 30.57 m Use standard fill depths? x OR eslgn epth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Filtered effluent & variance requiredl Center or end manifold C (c or e) Hole diameter O 87 in 0.125, 0.156, 0.188, 0.219, 0.25, 0.281, or 0.313 inch only. Lateral spacing 4.00 ft Use 0 lateral spacing for trenches. Estimated hole space 1.66 ft Not a final calculation. Number of laterals 4 Pump tank elevation 91 ft Outside bottom of tank. Forcemain length ft Forcemain diameter 3.0 in 1.5, 2, 3 or 4 inch only. 3.068 in Actual I. D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4 = 0.250 SYSTEM SOLUTIONS Inch - pounds Metric 5/32=0.156 9/32=0.281 Estimated daily flow 750 gpd 2839 JLpd 3/16=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Design load rate & area Ogpd/ft 750.0 ft 69.68 m2 Linear loading rate (LLR) 6.94 gpd /ft 86.1 Lpd /m Design width (A) 7.00 ft 2.13 m Cell length (B) 108.0 ft 32.92 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) 13.7 in 34.8 cm Basal area required (gpd /infiltration rate) 1500.0 ft 139.35 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 wall 6.0 in 15.2 cm End slope toe length (K) 10.09 ft 3.08 m Up slope toe length (J) 7.90 ft 2.41 m Down slope toe length (1) 9.40 ft 2.87 m Total mound length (L) 128.18 ft 39.07 m Total mound width (W) 24.30 ft 7.41 m Project: Y y MOUND PLAN VIEW observation pipes (typical) �J 24.3 ft :.• q� A= 7 0 ft 2.13 m 7.41 m B= 108 ft 32.92 m W B J= 7.90 ft 2.41 m I K I= 9.40 ft 2.87 m K = 10.09 ft 1 3.081 m L _ 128.18 ft 39.07 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension O = plowed area (LxW) K = end slope dimension d s° (152 mm) T MOUND CROSS SECTION �D = 12.0 in 30.5 cm lateral topsoil G H subsoil cap E = 7 3.7 in 34.8 cm invert 101.80 ft F = 9.5 in 24.1 cm elev. 31.03 m F G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm D Sand Fill E Sys. 101.30 ft elev. 30.88 m F100.30 ft contour 30.57 m elev. 2 % slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will 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 with geotextile fabric. Designer notes: Project: Transaction Number: Page 3 of 8 • Y PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch - pounds Metric Width (A) 7 ft 2713 m Length (B) 108.0 I ft 32.92 m Lateral specifications Number laterals 4 Holes /lateral 32 holes Lateral length (P) 52.50 ft 16.00 m Hole diameter 0.188 in 4.78 mm Lat. dis. rate 25.69 gpm 1.62 Us Sys. dis. rate 102.76 gpm 648 Us Hole spacing (X) 20 in L:gdcm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red X' one choice 1 1/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) X X diameter. provided. 2 in (50 mm) X L 3 in (75 mm) X Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) X' one choice 1 1/4 in (32 mm) Place X in red from the options 1 1/2 in (40 mm) box of chosen provided. 2 in (50 mm) x x diameter 3 in (75 mm) x 4 in (100 mm) x Distribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Force main connection via tee or cross to manifold at any point. • Laterals are identical typical P end cap o n •-- IF }E � IE x?2 I xt24I Laterals & force main of PVC Sch 40 Last hole drilled next to end cap (per COMM Table 84.30.5) Holes drilled on the bottom of the lateral, e = permanent end marker equally spaced Inch- pounds Metric Lateral length (P) 52.50 ft 16.00 m Lateral spacing (S) 4.00 ft 1.22 m Hole spacing (X) 20 in 50.8 cm Manifold length 4.00 ft 1.22 m Hole diameter 0.188 in 6.4 mm Lateral diameter Z`' 1.50 in 40 mm Forcemain diameter 3.00 in 75 mm Project: 40- tfq Transaction Number: C Page 4 of 8 TDH and Pump Tank Drawing Total Dynamic Head Operational head 3.75 ft 1.14 m Vertical lift 10.00 ft 3.05 m Are laterals the highest point in the Friction loss 4.43 ft 1.35 m system? Yes „X„ here. Total dynamic head 18.18 ft 5.54 m If no, what is the highest elevation Dose Volume Variance required for <10X void volumel downstream of pump? C � Dose is > 5 times lateral volume Forcemain drain Lateral void volume 22.2 gal 84.0 L back to tank? ( °x° one) Minimum dose 187.5 gal 709.8 L x Yes Drain back 76.8 gal 290.7 L F� No Dose volume 264.3 Igal 1000.5 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 71� weather proof warning label and locking device i ---> g rade levels juncton box grade levels disconnect y alternate 4" vent pipe electric as per NEC 300 and E outlet Comm 16.28 WAG � location 18" (46 cm) min. wall of pump L- approved chamber or outlet joint combination tank A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 91.8 ft C pump tank manhole = 4" (10 cm) off elev. 28.0 m minimum above finished grade D - vent = 12" (30.5 cm) minimum above finished grade 91.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 27.7 m bottom of tank Tank manufacturer Midwestern Precast Pump tank capacity 25 gal /in Pump tank volume 1000 gal Pump manufacturer IGO Inches Gallons Pump model number 1weo 7 c A 21.4 535.7 Fn B 2 50.0 Alarm manufacturer S.J. Electro E C 10.6 264.3 Alarm model number IS-J1 o D 6 150.0 Project: i Goulds Submersible Effluent Pump 1 6 3885 CANADIAN STANDARD ASSOCIATION GO APPLICATIONS • Three phase: 1 /2 HP- FEATURES Motor: Fully submerged in 1'h HP 200/230/460 V high-grade turbine oil for Specifically designed for the 60 Hz, 3500 RPM. Class B Impeller: Cast iron, semi- luriction and efficient heat fallowing uses: insulation, overload open, non -clog with pump- transfer. • Homes out vanes for mechanical seal Designed for Continuous Desi • Farms protection must be protection. Balanced for g provided in starter unit. Operation: Pump ratings are • Trailer courts smooth operation. Silicon P P 9 • Motels • Shaft: threaded, 400 series bronze impeller available as within the motor manufacturer's stainless steel. • Schools an option. recommended working limits, • Hospitals • Bearings: ball bearings Casing: Cast iron volute can be operated continuously • Industry upper and lower. g without damage. • Power cord: 20 foot type for maximum efficiency. • Effluent systems standard length (optional 2" NPT discharge adaptable Bearings: Upper and lengths available). for slide rail systems. lower heavy duty ball bearing SPECIFICATIONS Single phase:' /3 and' /2 HP Mechanical Seal: Silicon construction. Pump: -16/3 SJTO with three carbide vs. silicon carbide Power Cable: Severe duty • Solids handling capabilities: prong plug. 3 /4 -1'h HP sealing faces. Stainless steel rated, oil and water resistant. 3 /4" maximum. -14/3 STO with bare leads. metal parts, BUNA -N Epoxy seal on motor end • Discharge size: 2" NPT. Three phase:' /2 -1'/2 HP elastomers. provides secondary moisture • Capacities: up to 128 GPM. -14/4 STO with bare Shaft: Corrosion- resistant barrier in case of outer jacket • Total heads: up to 123 feet leads. On CSA listed stainless steel. Threaded damage and to prevent oil TDH. models - 20 foot length design. Locknut on three wicking. • Mechanical seal: silicon SJTW and STW are phase models to guard 0 -ring: Assures positive carbide -rotary seat/silicon standard. against component damage sealing against contaminants carbide - stationary seat, 300 on accidental reverse rotation. and oil leakage. series stainless steel metal parts, BUNA -N elastomers. • Temperature: METERS FEET 104 °F (40 °C) continuous 90 140 °F (60 °C) intermittent. SERIES: SOLI • Fasteners: 300 series 25 80 E1 RPM: 3 VARIOUS DS stainless steel. — -. 5GPM -- - • Capable of running dry 70 E, 5 F without damage to 0 20 - - - — - — - -- - - -- components. W 60 = Ee Motor: 15- 50 • Single phase: 1 /3 HP, 115 z or 230 V 60 Hz, 1750 RPM; 0 40 Eo H ' HP, 115 V, 60 Hz, a /2 3500 RPM; 1 /2 HP -1 1 /2 HP, ° 10 30 230 V, 60 Hz, 3500 RPM. wEO Built -in overload with 5 20 automatic reset. Class B insulation. 10 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 G PM 0 10 20 30 ml/h CAPACITY © 1994 Goulds Pumps, Inc. Effective May, 1994 11 B3885 O y � r D / ce P _ , a I . , ia Aj - _ of - Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil conpaction may hinder aeration of he infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /LTSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis peformed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintence and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be repaired or replaced immediately with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your county zoning or health inspector. f ` Wisoq min Department of Industry SOIL AND SITE EVALUATION REPORT Page f Cabor and Human Relations Division. of Safety.& Buildings in accord with ILHR 83.05, Wis. Adm. Code C ' UNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but e 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. APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION R IEWEiD Y DATE PROPERTY OWNER: PROPERTY LOCATION ��l �� S - GOVT. LOTS `C' 1/4 � T ,2 ,N,R W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER CITY ❑VILLAGE ®TOWN NEAREST ROAD [4 New Construction Use ri] Residential / Number of bedrooms [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe ,, Code derived daily flow �� gpd Recommended design loading rate �I bed, gpd /ft ' trench, gpd/ft Absorption area required bed, ft -� trench, ft Maximum design loading rate --- V- --bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site considerations = I M . zS Parent material 6 ,4 N G / A L l� Flood plain elevation, if applicable &.4 ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FiLI I HOLDING TANK U= Unsuitable fors stem El S ®U W S ❑ U ❑ S O U 1:1 S ® U El S ® U [is kI U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Mrxiary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 0 ::;.; :w.;:... Ground .3 v �i L 7�� 3" SAid $ c M ,4 *If elev. r Ajr Depth to limiting fact Remarks: Boring # M f R L' S` M , J : 6 G round 3 3 S_ /® 6 ,7..s' ' '% S c 2F �� ij' M ✓`R ` A 1.4 elev. Of ft Erb VED Depth to limiting factor ST C OI X ZONINGOpRCE Remarks: CST Name:— Please Print � � e � � _� t.` Phone: 7/ � � �� �.'• A ddress: ' G �� e /y Gf✓ o t' c� t` r� 1� J 4/.� Signature: `J O �� �� ,. _ � Date: , 5 - - ,3 -- 47 CST Numbed, �� l PROPERTYOWNER r�' a �'AU�!?S SOIL DESCRIPTION REPORT Page ,Of PARCEL I.D. # 0261 _ /0 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench IF _. Ground elev. Depth to r limiting fact Remarks: Boring # Ground elev. ft. Depth to limiting factor I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor 71 Remarks: SBD- 8330(8.05/92) [ It 9R N nN it C I I I _ r i r I i i I J - - L-2 i i r + M ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Strom' �,��� Mailing Address Z2.2.3 0 S.d O R& e �d Property Address (Verification required from Planning Department for new construction)_ ;? City /States / / Parcel Identification Number t? ��1� ' "- I - V 4O 2 h' LEGAL DESCRIPTION ,� i _ 1 /4, Sec. T , j N -R � W, Town of / /e Pro perty Location /4, Subdivision Lot #. Certified Survey Map # - , Volume -�2 Page # Warranty Deed # b 2 /7,./- 5� . Volume Page # Spec house g yes ❑ no Lot lines identifiable *yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensedpumper 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. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 1, �f !3%1W-L zV4 /// /eo N LI ANT DATE SIG WO' 4�/� 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 th property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIG/ ` TURE� ICA2%�� - 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 fiUU - 15 - 2000 'I k UC Ub NI'I LANU 'f HILL I NC FAX NU, 651 bad l 894 F. U " r VOL J.i 041"ALE jD4 STATE BAR OF WISCONSIN FORM 1 - 1982 IE'�27t691'� WARRANTY DEED KATHLE:E44 H. 6LALSN DOCUMENT NO REGISTER CIF DEEDS IT. CROIX CO.•y W1 REC11YED FOR Ki D Tit is Deed, made_ between JDAMI A_ Shaw a a te• L, Sh aw , 0807-2000 9100 Lim _ d 8and fe - lai ...,.� _ I FRff:4TY DEED ' ' EXENYT 0 — "' Grantor COPY FEE: and �— elders, I.. M� �"aorati an. who ex sts at 1333 COPY FEE:: Osb�o. Road NE Sprirx� �Park� 55432 ` TRO.�rSFER FEE: 120.00 REC0t0IH"v FEEL 10.00 Grantee, Witnesseth, 'that the salkl Gnuuor, fax a valuable cw)skkralk)m •.' , --- Q0W and- vali,ah At i nn conveys to Cironmrr the fuilowing described real cstale III $ t • a °; X TItt9 SPA minv6D FOR ftCOROING DATA COun(y. SIaIe Of Wiscoluln: 6% -' .' 3 .a " v saw's .1'1", NAIAtI AND Rl6 Ali MaS Land Title, Inc. Lot 4, Certified Stit^vey Map No :,288, Volute 12, Page 3288, as Docugmnt 19W Silver lako Road M r Wr 561678, being a part of Southeast 1 of Z Southeast 1• of ( suite 200 Section 31, Township 29 North, Range 15 Nbst, Town of Springfield, St. !� Hrighton, M 55112. Croix County, Wisconsin. —TS- 9 U CW 3 PAnCEL IDENTIFICATION NUWQfiR I 1 I , is not homestead properly. (is) (is rwt) t T011"I'rwUh all and singul1kedle heredilathents an a ppurlcnances thert:unto belonging; I� And _David A. SITaw Aryl I1_ _ash warrants that alit title Is good. Itldefia'sible In fee fee s4nple and fire and clear of enculnbrauces except 1! easewts, restrictions, and covenants of record, if arty, and will warrant and defend the some. , 1 Datcd this _ L day o f (SEAQ (SEAL) • � vid A �- (SEAL.) .� (SEAL) AUTHENTICATION ACKNOWIADGMENT ' S t A l e Of MI mebsota ss. uullwulkmed Ihtm dm ar _. "'— Y -»— county Y ..�_...r_, 19 «w hrlstxlully Ammo lalfons me this ,,.,�, w r a th „ 41" o f ,..._"...�..._...�..�....� --ail i > tint ab"t wags► �•1 WISCUN N '1'I'1'LErE' 11+1 'a STAIR PAR at; � Shat .And....l ith�'.L►.1+- �>LIIQ... 51N : audimiteal by 1M.06, Wis. Stair.) ...-- to in kn bulhlthan n t 1140 INGTFiUtIILttY WAS EafiAFT80 By A. QMth.1Ajtwmv IN 12M y Si 1 vet lee ._�,,, i R *W Br igh ton PN 65112 Notary Public, (Simmut<s may he Aullmnaicated or Itl:knowledged. Both ate rwt My Commission is (VI'mallent. (1( Ital, stAte cxpita► Mme; ;= Ikcessa ) �i aswa a 1*1"" 1110 w d" ►•Pea OMW by I ypa1 at Itrtltied Ixlow then -&,g,rNwrr *' »' +� 'r « :...�;: :.i . w►A .0 STAIN UAR Oil WISC.t)NSIN I . WANNAN• 1P 0114:1) ) I onn Nu wit,tM) � AWM Mta . I - 14tH 1 09/01/00 FRI 09:11 FAX 715 386 4687 REGISTER OF DEEDS 16 002 ` FORM NO. 085-A y � �tt,CmOmr • Stock No. 26273 CERTIFIED SURVEY MAP NO. 3288 VOLUME 12 , PAGE 32u BEING A PART OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SEC77ON 31, TOWNSHIP 29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. LEGEND NOTE. EACH PARCEL ON THIS MAP IS SUBJECT TO STATE AND COUNTY LAWS. RULES, AND REGULA77ONS GOVERNMENT CORNER (AS NOTED) (I.E. WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ECT.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL, O_ „ 314 "x 24" RE —ROD WEIGHING CONTACT THE ST. CROIX COUNTY ZONING OFFICE FOR 1.502 L85. 1LINEAL FOOT ADVISE. THIS INSTRUMENT DRAFTED BY STEVEN J. WAAK SCA LE: 1 ” =300' �� \ ' (' 0� nun', o`a S '�ii 0' 150' 300' 600' �r\� _�i t� V • STEVEN J. WAAK 5 � x.114 COR. 31 -29 -15 — ` � • � — FD. 2" I.P. S -1610 PREPARED FOR: : MEND SONIE MR. JOHN SAVERS b!�i�i1/^ • • • .. • •� �q� 3900 PEBBLEBROOK DRI VE MINNEAPOLIS, MN. 55437 Mid o A? I y UNPL4 TIED L ANDS I NIL S.E. — S.f. j6 8'i >� ' II N8 9'S5'12 'E 1201.tT I b JUN Q _ 441.10' ss' {( W�g97 ld ✓ 760.07 42.44' i �"'�wrr11 � i at LO 1 co, 11 310,699 S.F. l 7.13 AC, EXCL. RIW N I ' 1 293,947 S.F. 6.75 AC. I 1 N v 381.00 40.28' 39.53' N 379.81 y� ii i q� zi ti fo0-� i ii LOT 1' � 583,699 S.F. AC. EXCL R/W i z 0 0: 5i 569,681 S.F. w o I �� qo� �, 13.08 ac. N LOT 2 N LOT z _ ° o tiv' S_ a 0 348,609 S.F. � 348,262 S.F. ig � w o do °o ' 8.00 AC. !nn 8.00 AC, I 00 z Ln °i EXCL. R/W c�v EXCL. 336,306 S.F. 0 303, 676 S.!`. s za 7.72 AC. c 6.97 AC. I i BUILDING 0 SETBACK UNE eq l M N8952'34_ o 1170.24' �6 s', 441.10' _� 381_00 ____348.L _ _� L 1 _ — 42 __ - - - -- - - -- -,— S.E CD z _ _ _ _ ro ' R. 588 56 50 "W - -- ----------- ----- - - - - -T ----------- "- -� r 31 -29 -15 S1/4 COR, 60TH{ A4 E i �. BfRNTSEN 31 -29 -15 FD_ NAIL/WASHER UNPLATTED LANDS CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715)235.9081 Vol.12 Page 3288 PAGE _j•„_OF! 09/01/00 FRI 09:11 FAX 715 386 4687 REGISTER OF DEEDS 003 MAM N0. 1 r i Stock No. 26273 CERTIFIED SURVEY MAP No. 3288 VOLUME ' 2 , PAGE 3288 BEING A PART OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 15 (NEST, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. SURVEYOR'S CERTFICATE 1, Steven J. Waak, Registered Wisconsin Land Surveyor, hereby certify that I have surveyed, divided, and mapped a parcel of land being a part of the Southeast 1/4 of the Southeast 114 of Section 31, Township 29 North, Range 15 West, Town of Springfield, St. Croix County, Wisconsin, and more particularly described as follows. Commencing at the Southeast corner of the Southeast 114 of said Section 31, with said point of commencement also being the point of beginning of this description; Thence S89 56'50 "W along the south line of said Southeast 114, a distance of 1203.54 feet; Thence NOO'23'59 "W, a distance of 1323.20 feet to the north tine of the Southeast 1/4 of said Southeast 114; Thence N89 55'12 "E along said north line, a distance of 1201.17 feet to the east line of said Southeast 114; Thence S0030'07 "W along said east line, a distance of 1323.78 feet to the point of beginning. Said described parcel contains 1,591,269 square feet, more or less, or 36.53 acres. That I have made such survey, land division, and map at the direction of Mr. John Souers, 3900 Pebble Brook Drive, Minneapolis, Mn. 55437. That such map is a correct representation of the exterior boundaries of the land surveyed, and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, Chapter AE 7 of the Wisconsin Administrative Code, and the Subdivision regulations of St. Croix County in surveying, dividing, and mapping the same. Said survey is subject to easements of record, and as shown. Doted this :5 12K day of �J ., r -• STEVEN J. o l•(f WAAK Steve Waak R.L.S. 1610 - S -1610 . r =• MENOMONIE AF Fa .;•ec., . w�ti.. ta! . �y W I S. G Y • o u j ST CRCJ:X (' CLI iY ;ompa.:h n =iv Plarni,g 7on)sg and . 'arks Ccr�miC�e i r (. f If not ;r3Gnr;td vAh:n 30 dc,ys of F ' approvoi dr to �. epprevat shall bpi null End voZ d CEDAR CORPORATION 604 WILSON AVENUE Vol. 12 Page 3288 MENOMONiE. W154751 (715) 2359081 PAG OF? w ._ � ► Date: 02/28/2001 Heather Shaw (651 -290- 7997) -Gale Smith was contacted last August, but continued to come up with excuses why he couldn't get out there to do the system - it was too rainy, wet, cold, etc. Just the tanks are in and now he won't put the alarm in, so they have to keep checking it to see if it needs to be pumped. They moved in about two weeks ago. This system is under permit #374959. I told her that there wasn't anything formal we could do, but I would contact Gale to see if I can't put some pressure on him. I will call her back if I talk to him. Date: 02/28/2001 Gale Smith (265- 4838) -Left a message for him to return my call. Told him that I discovered that we weren't notified for an inspection on this system and that would like to see one within the next week for permit #374959 and get all the components in there. Otherwise this is something that he can be sited for. Told him that we would also need a pumping contract. r✓ s FORM NO. 985-A Stock No. 26273 JUL 3 01997 5616 �j 8 SURVEYOR'S RE CORD CERTIFIED SURVEY MAP NO. 3288 VOLUME 12 , PAGE 3288 . BEING A PART OF THE SOUTHEAST 1 4 OF SECTION 31 TOWNSHIP 29 NORTH, OF THE SOUTHEAST 1 RANGE 15 WEST TOWN OF F , SPRINGFIELD, ST. CROIX COUNTY, WSCONSIN. LEGEND NOTE EACH PARCEL ON THIS MAP IS SUBJECT TO STATE AND COUNTY LAWS, RULES, AND REGULATIONS ...._ GOVERNMENT CORNER (AS NOTED) (I.E. WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ECT.) BEFORE PURCHASING .OR DEVELOPING ANY PARCEL, O ......... SET 3/4 "x 24" RE —ROD WEIGHING CONTACT THE ST. CROIX COUNTY ZONING OFFICE FOR 1.502 LSS. /LINEAL FOOT ADVISE. THIS INSTRUMENT DRAFTED BY STEVEN J. WAAK SCA LE: 1 " =300' 0' 150' 300' 600' \y ����' .' ; ��• STEVEN J. • 0 • WAAK F 4 COR. • ; _ 31-29 -15 i • = FD. 2' I.P. z : S -1610 PREPARED FOR: 1, MENOK ; rr . wls. ,: p 3900 PEBBLEBROOK DRIVE ' / /����'`��• • • • • • MR. JOHN SAUERS MINNEAPOLIS, MN. 55437 / ll I1► �`� (•W Mil � ti • 1/31/9? ^Ig I UNPLATTED LANDS OJ NIL SE. -SE ;6I 1 JUN �D - N8955'12 "E 1201.17' ! 1 3 Q 441.10' 717.63' 19 97 1n 760.07' 4z.aa' A NO LOT 4 rn 0+417 !J v 310,699 S.F. `�' 0 7.13 AC 00led 1 EXCL. R/W 293,947 S.F. N 1 1 , 6.75 AC i i Z - S89 56'50 "W 760.81' i N :r 381.00' 340.28' 39.53' ! x 379.81 i y1 u o 3 °zi 100-- o! o <I 1 W LOT 1 1 ' 583,699 S.F. � v~itn 13.40 AC j W W ii ` EXCL. R/W 569,681 S.F. = w ; O1 .lX o! wpm a 13.08 AC 0) 0 LOT 2 '* L z N 10 cc O O ►7 ►7 o O J cV 1 � �! !- }r �' }� o a 348, 609 S I 7 � � = 348,262 S F. N ro �a it w to 8.00 AC. ,v 8.00 AC. �? Z ti °' EXCL. R/W EXCL. - R/W �pN 336,306 S.F. 0 303,676 S.F` uj 1-K 7.72 AC. 6.97 AC. BUILDING o SETBACK to LINE m M 89 M 1170.24' 16 1.10' _ j381_00'_ 1437.28' - 348.14_ � - -- - - - -- -b S CDR. N ------- --- �✓��a'r2��Q�---------- izQj --- ----- - - - - -1 r- 31 -29 -15 S 1 /4 CD R. 60TH _AM VD. BERNTSEN 31 -29 -15 FD. NAIL/WASHER UNPLATTED !.ANDS CEDAR CORPORATION ' 604 WILSON AVENUE moo* MENOMONIE, WI 54751 (715) 235 -901 Vol. 12 Page 3288 PAGE -OF?