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HomeMy WebLinkAbout038-1048-30-000 State of Wisconsin 1 DEPARTMENT OF NATURAL RESOURCES Jim Doyle, Governor Baldwin Service Center 890 Spruce Street Matthew J. Frank, Secretary Baldwin, Wisconsin 54002 MDEPT.OF Scott Humrickhouse, Regional Director Telephone 715 - 684 -2914 AL RESOUR CES FAX 715 - 684 -5940 June 29, 2009 James Kannel 1047 Sugar Pine Lane New Richmond, WI 54017 Re: Wetland navigability determination for property located in the SW /SW quarter in Section 11, T31 N, R 18W, Town of Star Prairie, St. Croix County. Dear Mr. Kannel: Today I met with you and Pam Quinn, Zoning Specialist, St. Croix County on the property mentioned above to determine if the wetland was navigable. I walked the wetland complex and could not find any defined channels which would indicate navigability. When I returned to my office, I reviewed the 1992 and 2004 parcel maps on the St. Croix County land records website and reviewed the DNR wetland inventory maps and Arc View maps, but did not find any evidence of a channel (s) to indicate navigability. Therefore I declare this site non-navigable. g If you have any further questions or concerns, please feel free to give me a call. Sincerely, C&�T Carrie Stoltz Water Management Specialist /cs Cc: Pam Quinn, Zoning Specialist, St. Croix County (via email) www.dnr.state.wi.us Quality Natural Resources Management www.wisconsin.gov Through Excellent Customer Service Printed on Recycled Paoer Wisconsin. Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514911 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Kannel, James I Star Prairie, Town of 038- 1048 -30 -000 CST BM Elev: Insp. BM Elev: Description: Section/Town /Range /Map No: /66 BM 3 CIS 11.31.18.204 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ! rJ CAPACITY STATION BS HI FS ELEV. Septic t =„` y Benchmark (p J A / Dosing G CS�w� �✓ �, �5� Al B � vw #.91 Aar. 5Z Bidg. Sewer ' Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic - 756 , A) A- Z 7 7_4 Dt Bottom ! 3. 7 7Z) - $3 Dosing �� I Z Header /Man. $' 5t,p alb Aeration - Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade 5 . s7 Manufacturer Demand St Co�yr GPM k �.p.)•�. � 7( �� // Model Number f �._ -.___ —_ _ —_____ _� Z 7• / P e TDH Lif ��7 Frictio� o S- System IV 9l� Y. -7 t � Forcemain Length 1 Dia. - ! Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length o, No. Of Tren PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 -7 SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer INFORMATION CHAMBER OR l.� �•� r Type Of System: ' 7 5� Z S / A;4- UNIT Model Number: J " f Co ^0 'Ar J Jq— DISTRIBUTION SYSTEM Alt q E" 7" f 45_ Header /ManifolV J I IDistribution x Hole Size I x Hole Spacing Vent to it Int Length ` Dia � Length %,, Dia ` Spacing I-,- \� ` 3rp d16�1 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only � P� �•.�.Lat=� Depth Over �) Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil '*' I N Yes f No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / u Inspection #2: / / Location: 2224 122nd Street New Richmon , WI 54017 (SW 1/4 SW 1/4 11 T31 R1 8W) NA Lot 1 Parcel No: 11.31.18.204 1.) Alt BM Description = �� ���`- 2.) Bldg sewer length = Z y - amount of cover = / Plan revision Required? Yes No Use other side for additional information. (� Date Insepctor's S grature Cert. No. SBD -6710 (R.3/97) I � I corrllrierce.wh9ov Safety and Buildings Division County W ,t 201 W. Washington Ave., P.O. Box 7162 n Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.) D s co ns i rmtettt of t:ommeress 5/ 1 Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the apl pria over a unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned WT are ct Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for con o p urposes in accordance with the Privacy Law, s. 15.04 I m , Slats. (.� / 2 Z N �� % L Application Information — Please Print All Informatio C.� I / Property Owner's Name arcel # a A 146 N� 3 - JAS- D - JUN 3 0 2008 csa o Property Owner's Mailing Address roperty Location / Za4 Xt ovt. Lot C ' City, State Zip Code hone ROIX COUNTY /, Section Q /� l ! 0 G I circle one) In bf � � II. Type of Buil ing (check all that apply) pK Lot # T N; R Eor® a„� Subdiy(siQn Name ),I or 2 Family Dwelling -- Number of Bedrooms _ . _. _.. I Block # ❑ Public/Commercial - Describe Use fi City of ❑ State.Owned - Describe Use CSM Number O ❑ Village of /^� Q Q W L/ 1 Vol Z3 �f 1r� Town of �' - f - &t / lIA(le/e T II Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' New System y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B. ❑Permit Renewal C1 Permit Revision ❑ Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that appl Non - Pressurized In -Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. ofsuitable soil ❑ Mound < 24 in of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Des igrif low (gpd) Design Soil Application Ra gpdst) Dispersal Area Required (sf) persal Area Propose System Elevation • 5 s>ufc w VI. Tank Info Capacity in Total # of ufacturer Gallons Gallons Units d u o v New Tanks ° V Existing Tanks �, r G�°� r I a C� w rn w C7 w Septic or Holding Tank Dosing Chamber / d ` 1 FL�F VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP /MPRS Number Business Phone Number o�✓ xa z z� Plum ei's ress tre (S et, City, State, Zip Code) V111. County /De artment Use Onl Approved Disapp Permit Fee Date I tied Issuing nt Signature C3 $ �/5� • 6/3d o$ wn r rven Reason o ial IX. Condi ' easons for Disapproval ` 1. Septic tank, effluent filter and , r fl "` dispersal cell must all be services' / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained 16 406 r / Ps o comp e e pans or a system and submit to the County only on paper not leis than 8 Irt x I 1 Phes In size SBD -6398 (R. 01/07) Valid thru 01/09 P(AAJ L �k1 �0 a fie f} Ij . ° Zb$ Q ° - f � JA Nj k) L IA E CO P Y � O�— p tAy zz & ",7 Al t L �k1 J,k t 22� �a 9 fi s� Jj • 4)J n PL Z b$ t� b � CERTIFIED SURVEY MAP LOCATED IN THE SWY4 OF THE SW OF SECTION 11, T31N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN OWNERS BEARINGS REFERENCED TO THE WEST LINE OF THE SWY4 OF SECTION 11 JAMES KANNEL LEGEND ASSUMED TO BEAR N00'41'27'W BASED ON THE ST. CROIX COUNTY 641 CHESTNUT DRIVE COORDINATE SYSTEM. NEW RICHMOND, WI. 540 F - INDICATES SECTION CORNER ( AS NOTED) 0 - INDICATES 1 X 18' ( OUTSIDE DIAMETER) - INDICATES PROPOSED OR EXISTING DRIVEWAY IRON PIPE WEIGHING 1.13 LBS / LIN. FT. SET -K--x- - FENCE LINE W Y4 Comer, Section 11 (1.25" Iron Pipe found) ti UNPL!^1TTED LANDS hI rol N Q Iti g Norf t line of the SWK4 of the SWY4 N Z N89 °3T35 "E 1270.70' Variable Wide, 664.20 606.50• i I Net Project Area - I NOTE. A PORTION OF OWE NG / w < 12 2.84 4 Acres cres 81 �l UJ HOUSE SHOWN ON LOT 2 THE Sty SETBACK LINE OF 122 IF g- LOT 1 z i I ®t ANY IMPROVMENTS OR M IFICA IONS I I ARE DONE TO THE OUTSI OF E s STRUCTURE A VARIANCE Y BF / N89'3T35'E 606.29' j I REQUIRED FOR ANY CON UrTI I CONTACT THE TOWN OF ST IRIE 295.05' 311.24 tic BUILDING INSPECTOR FOR INFORMATION OR PERMITS. j aDl I F- LOT3 / °° LOT 2 C? N I ®I ® N 1,340,118 SO. FT. $ ( 30.76 ACRES) _ 311.05 I - - - - - N89'3735'E I _ I NOTE THERE MAY BE PORTIONS OF LOT 3 - - - - - �– ; REET E9 LYING WESTERLY OF THE WETLAND SHOWN - - - - Net Project Area I Variable Width HEREON THAT MAY BE DEVELOPABLE IF ACCESS IS OBTAINED _ _ _ < 12% Slopes D FROM THE WEST SID 1.48 Acres COMPLETE WETLAND DELINEATION TOG R . _ 1 WITH A FULL TOPOGRAPHIC SURVEY BE NEEDED IN THE EVENT ANY ING: _ - - _ _ _ 50' Setback line i GRADING OR ANY IMPROVEM S OF ANY - _ - / KIND WERE TO BE PLACED STERLY OF THE WETUWDAREA - Approximate r 1 - a� ssy � 4UW Wetland Area / — — — — — — — ( determined to be navigable / by the St. Croix County Zoning staff) . - i . . . . . . . . . . . . . . i 5139°23'14 "W . . . . . . . . . . . . . 11 S89'23'14'W 1115.6T 1118.45' South line of the S (Aluminum Sp 11 1wrid) r SE PH W "% k UNPLA TED LANDS RANBERG = S -2295 i NOTE. ALL THE AREAS SHOWN EASTERLY OF THE LINE ABOVE RICHMOND TING 12% OR LESS SLOPES ARE ABOVE ELEVATION 920'. � 1 WI [,J THE FLOOD ELEVATION ON THE PORTION OF THE APPLE RIVER O THAT LIES SOUTHEASTERLY OF THIS MAP ( NOT SHOWN) IS 864'. A S UFRV `Gy COMPLETE ELEVATION AND TOPOGRAPHIC SURVEY IS REQUIRED EET 1' =250' FOR ANY CONSTRUCTION OR EXCAVATION DONE WESTERLY OF THE ABOVE SHOWN LINE. O 125 250 500 Drafted By: SEI SHEET 2 OF 3 20 Vol. 23 Page 5535 2113 Wiscon Department of Commerce S OIL E VALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix Include, but not limded to: vertical and horizontal reference pant (BM), arcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance 038 i 048 -30 -000 Please print al N ED Rev By b ate 6 Personal irdarnabon you provide may be used (Privacy taw, s. 15.04 1) (m)). 1 Z Property Owner 4 2008 Pr rty Location James A. & Jillene M. Kannel JUN of SW 1/4 SW 1/4 S 11 T 31 NR 18 W Property Owner's Mailing Address _ ST . CROCX O �F CE of # Block # Subd. Name or CSM# 641 Chestnut Drive �""Wosed CSM City State Zip C m r City ^ J Village d Town Nearest Road New Richmond WI 1 54017 1 (715) 246 - 7663 Star Prairie 122Nd Street 46 New Construction use: a Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement I Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General comments and recommendations: Evaluation completed to facilitate creation of 3 lot CSM from existing 40 acre parcel. Tested area suitable for conventional POWTS W/ 0 gpd / sq.ft. loading rate at 95.00'. Boring # I Boring Pit round Su I v. > 113" D � G Su ace e e 100.89 ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsd Qu. Sz. Cont. Color Gr. Sz. Sh. - E 1 *002 1 0 -7 10yr3/3 none sil 2fsbk mvfr cs 2f,lm 0.6 0.8 2 7 -17 10yr4/3 none sit 2fsbk mvfr gw 1fm 0.6 0.8 3 17 -32 10yr4 /6 none sicl 2fsbk mfr cw 1 fm 0.4 0.6 4 32 -36 7.5yr4/6 none gr Is Osg ml cw 2vf 0.7 1.6 5 36 -73 10yr4/6 none gr s Osg ml cw - 0.7 1.6 6 73-113 10yr5 /4 f none gr s Osg ml - - 0.7 1.6 Horizons #3, 4 & 5 contain 20 -40% gravelA cobbles. Boring # J Boring b sm Pit i G and Surface elev. 98.62 ft. >99" in. Sop Depth to limiting factor Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsal Qu. Sz. Cont Color Gr. Sz. Sh. " Efl#1 `E 1 0 -10 1Oyr3/3 none sit 2fsbk mvfr cs 2f,lm 0.6 0.8 2 10-26 10yr4/3 none sil 2fsbk ds gw 1 fm 0.6 0.8 3 26-33 10yr5/4 none sit lmsbk ds cw 1fm 0.4 0.6 4 33-40 7.5yr4/4 none gr sl 2msbk mfr cw 1f,2vf 0.6 1.0 5 40-48 7.5yr4/6 none gr Is Osg ml cw 1vf 0.7 1.6 6 48 -99 10yr5/4 one gr s Osg ml - - 0.7 1.6 orizons #4 & 5 contain 20% -40% gravel & cobbles. 1� * Effluent #1 = BOD? 30 < 220 mg/L aro Irss >30 < 1 mgiL " Effluent #2 = BOD < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signatu CST Number James K. Thompson s 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake 3/19 /2008 71 -248 -7767 Lane, Osceola, WI 54020 5 i ��µs�� T s Property Owner 3ames A. & 3illene M. Kannel Parcel ID # 038 - 1048 - 30-000 Page 2 of 3 3] Boring # - Boring 01 Pit Ground Surface elev. 99.62 ft. Depth to limiting factor > 106" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture StnIchn Consistence Boundary Roots GPDM In, Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. 'Eff*1 'Eff#2 1 0 -7 1Oyr3/3 none sil 2fsbk mvfr cs 20m 0.6 0.8 2 7 -18 1Oyr4/3 none sit 2fsbk mvfr gw 1 f 0.6 0.8 3 18 -23 10yr3/6 none sel 2msbk mfr cw 1 fm 0.4 0.6 4 23 -30 7.5yr4/4 none gr si 1msbk mfr cw 1f,2vf 0.4 0.6 5 30-42 7.5yr4/6 none gr Is Osg ml cw 1vf 0.7 1.6 6 42 -106 10yr5 /4 none gr s Osg mi - - 0.7 1.6 R Horizons #4, 5 & 6 contain 20% -40% gravel & cobbles. ❑ Boring # J Boring J Pit Groun Surface elev. ft. Depth to limiting factor in. Sod Apps Rate Horizon Depth Dwkw t Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor (n. Soy Applicatlon Rate Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cod. Color Gr. Sz. Sh. "Eff#1 "Eff#2 ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD <30 mg/L and TSS a 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (LO7 /00) A.C.E. SON & Ste EValluffi S r nom lot /;Me lEXis /;nc C/ 7 16/'u3li �,'rle. � 50 :/ eta /ua.�ion l eJit ♦Ew'sz�iv grade eleo~ Pio /aoud Lot /of ��n, 0 5 wyy�Su�if; Sc c 7. aF fi r Fla , es e, 0 o� r I � /I&;/ in 'ec d eZ 99.de' rz � S /yoe d -lid utk /ot /, N e /Zo 11 ,��1 !; J 3 oF3 f o N �� -�o -- ok*4 STANDARD CHAMBER 52" Qulck4 Standard Chamber 48" (EFFECTIVE LENGTH) �i ,L e B B B 12" 1 �"'�� 5, o 6" 34" SIDE VIEW � SECTION VIEW I-n MultiPort End Cap A 16", 12' U . SIDE VIEW TOP VIEW FRONT VIEW INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural Integrity of each carnbec end plate. wedge Wm d other axeseory marxrfaoWred by hfltrator ('Urfa - ), when Installed and operated in a aaohfield of an arreite septic system h accordanm whin Infiltretor's latruc , b werrented to the ariglrel purchaser ('Folder') against defective materials and workmanship or one year from the data that the septic pemit is Issued for the septic system containing the Units; provided, however, that if a septic permit is not rsgt by eppkaw few, the warranty period will begin upon the date that installation of the septic system commences. To exercise Its wamenty rights, Folder must notify Infiltrator In writing at Its Corporate Headquarters In old Saybrook, Comectlpa within fifteen (15) days of tre alleged defect inHSat« vA soppy replacement Units f« Units determined by Infiltrator to be covered by this Lhited Warr" . • Inkrator`s labWty spedficely exd,dea the marl of remove! and/or Installation of the Units. O 0) THE UMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE OC UMIE. THERE ARE NO OTHER WAR WfnES WITH RESPECT SYSTEMS INC TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This United Wananty shal be void t any part of the chamber system is manufactured by anyone other tree Infiltrator. The United warrenty does not Wand to inckfarmal, aansequsntlel, special «hdrect damages. Infiltrator anal not be lade f« penalties or liquidated damages, Including lose of Environmental Onslte Wastewater Solutions production and profis, Iebor end materiels, ovarthead coats. ««her losses or expenses Incurred by the Holder or any third party. Specifically excluded fru n Limited Warranty coverage are damage to the Units due to ordinary wear end tear, alteration, &=Went. misuse, abae or nagiect of to U�: the Units being sW(ected to w uncle traffic « conditions other conditio which are not pemilled by to installation hefmcWnsl failure to mattat, the 6 Business Park Road • P.O. Box 768 minim, W«•md covers 984 fora, In the hatalati, Instructions; as placamertt of Improper materials Inro the arstarhh « hig to Units fafailure « Old Saybrook, CT 06475 of my the Units the septic system due to Improper W or lrrproper cri sge, sizing, woes" water ua improper pewee dwow, or hpnoper operation; Warm event riot caused by Infiltrator This unified warranty shall be void t the Holder rare to comply with al a the him ad tort, h we I mtm 860- 577 -7000 •FAX 860 - 577 -7001 Further In no event shall Infiltrator be responsible for arty lose or damage to to Holder. the Units, or any third pert' resisting from Installation «ship - men. «from any product lability claims of Holder or any tired party. For this umted Warranty to appy, the Units must be installed In accordance 800 with all site conditions required by state and local codes; all other applicable taws; and Infiltrators haieletlan hstructom (d) No represents" of Infilmt« has the authority to charge «extend this urtmted Warany. No wemrarmty applies to any pony other t the origl- nel Folder. The above represents the Standard United Warranty oflenid by Infiltrator A Whiled number of stales all comes have dlferert warranty require- ments. Arty purchaser of Units should contact hNtralo's Corporate Headquarters in Old Saybrook, Connedbut, prior to such purchase, to obtain a copy of the appfio" warranty, all should cerehxy mad that warranty prior to ire gsdas s of Units. U.S. Patents: 4,759,661; 5,017,041; 5,166,488; 5,336,017; 5,401,116; 5,401,459; 5,611,903; 5,716,163; 5,688,778; 5,839.844 Canadian Patents: 1,329,959; 2,004,564 otller patents pending. Infiltrator, Equalizer and SkieWlnder are registered trademerim of Infiltrator Systems Inc. Infiltrator Is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Contour Swivel Connection, MbDI- eaching, PDIyTUdf, SrwpLock, ChemberSpacer, PosiLock, QuickCut, OuickPley RECYCLED PAPER and Quick4 are trademarks of Infiltrator Systems Inc. 0 2003 Infiltrator Systems Inc. Printed In U.S.A 0011203HP -0 COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS PER COMM 84.25 CODE CHANGES 2/1/2004 Access Opening, not top of cover, Access Opening, not top of cover, must adend to a point no greater must extend at least than 6" Below Finished Grade 4' Above FfnfshedG . j m Coverwith W C,�NEg : GUF Y nl'ry V a r �pPi2e�D CNi� Locking Device �� 6"1 "89 (typical) Finished Grade ,, V 1 L bi, -J6' i SEIM L=TL . � _ Min. 23" 3 F'f > 42 /I Access Opening O P- LA't 1 12 j Min. 23" Access Opening Z N Ouhat Effluent Filter j W /� "O✓c SL�'E Union AP,2oYE� P/O� 3 M Inlet Baffle i oN� soda So�� i Pump 3 ",$'and arq rave �n e� . wi�Gh c�2n-{er 2.. /aver �Ihar► Qd�Q.s Two Compartment Septic/Pump Tank (4 �s on v&Vil �e zv& / SPECIFICATIONS TANK MFR: DOSES PER DAY: TANK SIZE: SEPTIC 1dro GAL. DOSE VOLUME: GAL. DOSE GAL. (INCLUDES FLOWBACK & <20% OF DWF) ALARM MFR: V ­zAN6L — &�%4 CAPACITIES: A = Z "INCHES = D Z- GAL. MODEL # w ,* Switch type: B = — 2 — INCHES = GAL. PUMP MFR: I f oz. 'a C = INCHES = ( GAL. MODEL M e t2 z 1 // � SWITCH TYPE: 44 - D = l� INCHES = A � Z GAL. REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = FT. MIN T IMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) = + n FT. 0 FT. OF FORCEMAIN x 3,3 FT. /100 FT. FRICTION FACTOR ...... = + FT. TOTAL DYNAMIC HEAD (TDH) = 6 FT. INTERNAL TANK DIMENSIONS: LENGTH ; WIDTH ; LIQUID DEPT MP/MPRS SIGNATURE: LICENSE NUMBER: APR -12 -2005 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01 HGOULDS, PUMPS Submersible N -�; � #AX L Effluent Pump I WT ., PE ..71; fir•. 44 4W PUMP e� SPECIFICATIONS MOTOR FEATURES Pump — General: General: ■ Corrosion resistant • Discharge: 1'A° NPT • Single phase construction. • Temperature: 104 °F (40 0 C) • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 and 230 volts 1 Thermoplastic impeller and fully submerged. ' Built -in thermal overload pro- cover, • Solids handling: 'h" tection with automatic reset. ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty ball bearing APPLICATIONS • Automatic models include a • Oil- filled design. construction. float switch. • High strength carbon steel IN Motor is permanently Specially designed for the • Manual models available, shaft, lubricated for extended following uses: • Pumping range: see PE31 Motor service life. • Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump: • 115 Vohs operation. • low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the ( • Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor. �� .. • Heavy Duty Sump/ PE41 Pump: • .40 HP 3400 RPM ■ Quick disconnect power Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts cord, 20' standard length, • Maximum head: 29' TDH • PSC design i 15 or duty vo /grout with PE51 Pump: PE51 Moto grounding lu • Maximum capadW. 70 GPM • .50 HP, 3400 RPM plug. • Maximum head: 37' TDH • 115 and 230 volts ■ Complete unit is heavy duty, • PSC design portable and compact. METERS FEET ■ Mechanical seal is carbon, 40 I- !�-�— ceramic, BUNA and stainless ' 1 j I . I I i - I I ts: PE31, Pe41, PESm steel, HP:.33..4o..so PE51 MODE a s5 ■Stainless steel fasten r 30 I . I I j ! =i - --0- z GPM ' - I 'AGENCY LISTINGS I i i 1 FT j. z 25li a 20 I I I ' I I' i I I I j G US 1 I Tested to UL 778 and t 5 1 1 1 I i; I I I I _ ', I, f I j CSA 222108 Standards By C Stan v& Assoaapon i I I I I I• I I j I I I I I f~ik #LA38549 10 i i t i I „L _ i I j f A 1 I. I I _I Goukk Pumps is iso wm fte Lars& I O 00 I 10. • 20 30 40 50 60 70 GPM 80 0 $ 10 15 M Goulds Pumps ® 2004 ITT Water Technology, InC. CAPACITY Effa�trVa tune. ITT Indu stries .rhP z 7 /x 8 AJA16 t Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Numb of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component. Size (W) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) p Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years 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 (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). 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 Management Plan for a Septic Tank and Soil Absorption Component 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 scum and sludge 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 an 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. 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. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Y P Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner er for repair. r. Th p e surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. -- ,xJ pt - 71� - - 2, 3 715 6 44 7 2 If 42 6 f 3 06/26/2008 12:42 FAX 715 273 0444 NELSON - PLUMBING fa001 /001 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer —1 441 r S k4 Zo L Mailing Address L� (eg*10.'V Property Address (Verification required from Planning & Zoning Department for new construction) City /State Parcel Identification Number ©, f} - -j 6 V Y 3 a — 6 ° P LEGAL DESCRIPTION Property Location ' /. , 1 / , Sec. _LL, T 3L_N R22W, Town of Subdivision , Lot # 1 Certified Survey Map # 75i , Volume 2- , Page # Warranty Deed # �L, � ( ��7 , Volume , Page # Spec house yes (5 Lot lines identifiable L% no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal systemm Owner maintenance responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 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 Planning & Zoning Department within 30 days of the three year expiration date. 1/we certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Nu er of bedr m l Z7/ 0 8 -1-1 � 2;7 � 4 '9I69A'TME OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * * s Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) 8 6 9 9 5 7 1 State Bar of Wisconsin Form 2 -2003 869957 WARRANTY DEED H+ KATHLEEN H. WAtSH Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 03/03/2008 01:45PM THIS DEED, made between Warren W. Slocum, a single person WARRANTY DEED EXEMPT t ( "Grantor," whether one or more), REC FEE: 11.00 and James A Kannel and Allege M. Kannel, husband and wife TRANS FEE: 732.00 PAGES: 1 ( "Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Name and R NW3. Estreen interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is 304 Locust Street needed, please attach addendum): The Southwest Quarter of the Southwest Quarter (SWl /4 of the SW1 /4) of Section Hudson, W154016 11, Township 31 North, Range 18 West lying west of the road, St. Croix County, Wisconsin. 038 -1048- 30-000 Parcel Identification Number (PIN) This is homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated �2 7 – - �2 (SEAL) G �= ----�^ � i � � — - -- _ (SEAL) * *Warren W. Slocum (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Warren W. Slocum, a single person STATE OF ) authenticated on ' 2 - V y ) ss. ) A6A COUNTY ) *Kristina O land I Personally came before me on , TITLE: MEMBER STATE BAR OF WISCONSIN the above -named (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: * Attorney Kristina Ogland Notary Public, State of Hudson, WI 54016 My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 0 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. INFO -PROTM Legal Forms 800. 855 -2021 www.infoproforms.com 1 of1 Parcel #: 038 - 1048 -30 -000 06/10/2009 07:55 AM PAGE 1 OF 1 Alt. Parcel M 11.31.18.204 038 - TOWN OF STAR PRAIRIE Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 03/03/2008 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - BENZER, CHAD M & MARCIE L CHAD M & MARCIE L BENZER 1550 PARKWOOD DR APT #209 WOODBURY MN 55125 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description 2224 122ND ST SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 4.870 Plat: 5535 -CSM 23 -5535 038 -08 SEC 11 T31 N R1 8W PT SW SW CSM 23 -5535 Block/Condo Bldg: LOT 01 LOT 1 (4.87 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 11- 31N -18W SW SW Notes: Parcel History: Date Doc # Vol /Page Type 07/30/2008 879216 WD 05/30/2008 875835 23/5535 CSM 03/03/2008 869957 WD 11/06/1995 535929 1147/624 QC more... 2009 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/11/2008 Description Class Acres Land Improve Total State Reason Totals for 2009: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 111111 IIIII IIIII Illil IIIII IIIII IIII lillll IIII IIII State Bar of Wisconsin Form 2 -2003 8 7 9 2 1 6 1 WARRANTY DEED 8792 KATHLEEN H. WALSH Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between _.Lames A. Kannel and Jillene M. Kannel, husband 07/30/2008 01:1OPM and wife, WARRANTY DEED EXEMPT I ( "Grantor," whether one or more), and Chad M. Benzer and Marcie L. Benzer, REC FEE: 11.00 husband and wife as survivorship marital property TRANS FEE: 150.00 PAGES: 1 ( "Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Recording Area interests, in St. Croix County, State of Wisconsin ( "Property") (if more Name and Return Address space is needed, please attach addendum): Lot 1 of Certified Survey Map filed in Vol. 23, Page 5535 as Document No. 875835 being located in the SW 1/4 of the SW 1/4 of Section 11, Township 31 North, 11 � Range 18 West, Town of Star Prairie, St. Croix County, Wisconsin. V n Part of 038 - 1048 -30 -000 Parcel Identification Number (PIN) 'this is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated July , 200$ (SEAL) (SEAL) * mes A. Kannel illene M. Kannel (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ss. authenticated on PU BLIC ST. CROIX COUNTY) E OP WISCONSIN Personally came before me on 'IA ILA aq pq * the above -named James A. Kannel and Jillene M. Kannel TITLE: MF.MBLiR SI'ATF. BAR OF WISCONSIN (If not, to me kno to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrume nd ac no ledged e THIS INSTRUMENT DRAFTED BY: Ronald L. Siler -VAN DYK, WILLIAMSON & SILER, S.C. Notary Public, to of LO I 201 S. Knowles Ave., New Richmond, WI 54017 My commission (is permanent) (expires: ( , 0 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 02003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. INFO -PRO* Legal Fomis • (8o0)655.2021 • in woforms.com 1 of 1