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HomeMy WebLinkAbout036-1060-20-000 c (D ° N p to d c 0. 0 � I o 0 o I � I m r � I c ' I c z 1 Li c 0 d Q I I 3 � y Z N c p L c `w H z a m I c N O O Z :!t .0 N Z N c Z y ~ d E -o o m E � o � I a • 1\yl N ti'' q O O °¢¢ � Z Z (� ♦ z `v N E I- ` o m c M c CD cu c L N a) i N t 0 O ca _ G C G. E o N V - O O O O O d m Z O I •wa �; E m m a v d u 5 o (n V1 J V N O O a) _ Z N N _ O O O O w- a) p Lo r- Lo O o _ ¢ _ L m d L 'C � a) O N N I O _ ° ° III. N c O O c N U' ) n O o 'n 3 N a) c Q a 0 0 1 N M H -C N E N N O� c U O 00 °: L ' o L a) C� o ^ LO ^y 7 M@ y O m 0 0 c 2 E s U C3 O ♦r r+ I. CA w � G � d 7-- 'V ` d z � 'I i V � LC C ..�. 7 A ciao; 00)0 p PRIVATE SEWAGE SYSTEM County: .,consin De partment of Commerc. $t. CfOtX Safety and Building Division Sanitary Permit No: INSPECTION REPORT 405050 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)j. Permit Holder's Name: City Village X Township Parcel Tax No: - 7 Utecht, Chris Stanton Township 036 - 1060 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic I— Benchmar A 17-0 alm Dosing �4 � ` tF Alt M v� �t�V� • lO D . d op Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet l TANK SETBACK INFORMATION 6 TANK TO P/L , WELL BLDG. Vent to Air Intake ROAD Dt Inlet r A QA Septic t D Botto D• Dosing H eader /M an. >l` 0 25 � zs 2.v la 3. Aeration Dist. Pipe � /O Holding Bot, System NA/v" 3 , 03 1 5 l0 2 . �9_ PUMP /SIPHON INFORMATION Final Grade +4-0 Manufacturer 1 L Demand St Cover 2- GPM �t�E Model Number TDH Lift Friction Rss System Head TDH ^ ,Ft 1/ j lj L f•?i /O Forc� main Le t Dia. ti Dist. to Well 10 (" U SOIL ABSORPTION SYSTEM BED /TRENCH Width Length I No. Of Trenches PIT D" IONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WEL L E /ST EAM L CH G Manufacturer: INFORMATION R CHA OR Type Of System: , _j] Model Number: //` DISTRIBUTION SYST MM � r Header /Manifold I D istribution x Hole Si x Hole SSfpacing Vent to Air Intake Pipes) !I I� Z Ci' Length Dia Length Dia (� Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded x Mulched Bed/Trench Center Bed/Trench Edges Topsoil j Yes NoJ Yes x� No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:�/�/ 2 Inspection Location: 1934 200th Street New Richmond, WI 54017 (NE 114 SE 114 25 T31 N R17W) NA Lot Parcel No. 25.31.17.385 1.) Alt BM Description" 2.) Bldg sewer length = C/ - amount of cover =' 3.) Contour =Plan revision Required? Yes o — _- ! _._._.._ - Use other side for additional information. Date Cert. No. SBD -6710 (R.3/97) PLOT PLAN PROJECT Chris Utecht ADDRESS 23 S. Star.Ave New Richmond Wi 54017 NE 1/4 SE I /4S 25 /T 31 N/R 17 TO Stanton COUNTY ST. CROIX 4/11/02 4 MPRS Shaun Bird 226900 DATE BEDROOM CONVENTIONAL IN- GROUND PRESSUlt CONVENTIONAL LIFT HOLDING TANK MOUND XXXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none IL BENCHMARK V.R.P�f Conduit ti L � r� <? �p �J ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL 'H. R. P. Same as Benchmark SYSTEM ELEVATION 102.0 E t N `( ��� 1320'! Pr Line ��� � -"Vo � 900' �� p y 101 '� 100 - 400', Area 15' below system is to remain System is to be undisturbed installed along the 101' Contour Line --- - - - - -- B-1 1% Slope \� Scale 1 /4" = 10' C _ J _o B - 3 Well is to meet all \Qr' setbacks found in a B. #1 �� Comm. 83 L 0 C d F tcT J eGe'V ' ,� �f N'i s C�.L rtcf �,{ r Y "irk I� 4 i"•' _ "7 [. yi ding is to 66d_ to divert runoff away from B - 2 Q� system Tank is to be properly bedded and provided with lockdown covers with approved warning labels Huffcutt Combo Tank Pro 4 Bedroom House Date r Non -Woven Filter Fabric 4 Observat Pip perforated $elow Filter Fabric ASTM C -33 Sand ; �" Topsoil ; o * /w slope Bed Of 2 Force Main - �' ` Flowed ?v � Drain Rock From Pump Layer I D Cress Section Of A Mound "System Usiao E . A Bed For The Absorption Area F _.$s G L_ A Ft. Ft. I Ft.- J 8- -3 Ft. .: L� s,� t. 74C 'rn "gyp k o2S .S 'Ft. L s 4 0bservotion Pipe --� o ' y : W `o - - - -- -------- - - - - -- --------------- - - - - -- Force Moin. _ - --{- -- From Pump p Distribution e d Of % 2 %2 Pipe Drain Rock 4 Obcervetion Pipe Permanent Marker � — IS r'_011 & - 1 1 , 5 ei CC 4 Pipe or Rods Pion View Of Mound Using A Bed For The Absorption Area PAGE OF Perforated pipe 001011 0 r' End view Pe�faarea PVC P-pt leafes toc0led On eottom. T Are Equally Specea Jp f * Q SP i o PVC Face Moir F11taT 140 U%xv re cenn4c4o !G PVC Manifold Pipe ,�G•S�/e p /C, ois +r�ou��on , Pipe / Ct �n — u-�s' � Distribution P ip s i.oyovt �� F�. 1 ` (� � °` Inches Y Inches Signed: Hole Diameter 5 1.3alnch License h r! -4�—z Cetera) -" o� .. Inch(es) Date: Manifold Inches 1 -�---- - --. Force Main Inches # of ho, les /Aipe4 -.G. Invert Elevation of Laterals, Wit, i gage_ pt SEPTIC TANK 8 PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" Cl VENT PIPE 12" MIN. ABOVE GRADE 5 WEATHERPROOF 2: FROM DOOR, WrNDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE *S- CONDUIT MANHOLE COVER FINISHED GRADE WJ PADLOCK S WARNING LABEL 4" MIN. I6" IN. K c. Z. c►lBiitW►tTiea s•I ritE z.D. INLET 18 MtiN• WATER TIGHT SEALS T ` TIGHT, APPRO TER -- - SEAL JOINTS WIT�PE PIPE �' a ` oN 31 ONTO ONTO SOL to "r"` SOIL PUMP OFF ELEV � T. C Sot10 SOLI "'— + OFF D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: AA ' - NUMBER DOSES PER DAY: _-.. TANK SIZES: S EPT IC 7j g GAL D OSE VowME IN C LUDI NG -- GAL. ALARM MANUFACTURER: S n ,a CAPACITIES: A = 0 INCHES = 5 " MODEL NUMBER: ? SWITCH TYPE: B - Z INCHES a c 6AL. PUMP MANUFACTURER: chi "' C 2 �� sINCHES = �02� GAL. MODEL NUMBER:•Le �� r, ✓nv ; SWITCH TYPE: z INCHES s GAL. REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING AS PER ILHR , ;8. Z3 WAC VERTICAL. DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE O FEET 13,� + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . b FEET + FEET FORCEMAIN x . S FTJIGO FT. FRICTION FACTOR FEET TOTAL DYNAMIC HEAD j. ET L %� 6 INTERNAL DIMENSIONS OF PUMP TANK: LENGTH � WIDTH LIQUID 6EFTHr ""'." '..-. D R SIGHED: LICENSE NUMBER: —�:,Zv�5pz DATE: 1/88 En g i neer i ng - • � Performance Data 40 30 S PU�'1 C�E11"a4Z�erf5�1C5 /81oto Ildt v. rk GIs SM40MI SHEF40Ni2 Astasal)c Models SHEf40Ai SHERM liforsepeviir lo 4/10 Fdltaal 12 AS Nbtor Shmkd Pek (4 Pole) s.P.Nf. :; 1530 14 20 30 50 - 60 70 tie 10 GPM V 115 2 Ham Total Head (fea) 10 14 11 1 ZS, 28 30 . W. e 12V F MuL Ftwd (m) 3.0 4.3 5.2 1 7.b ; 8.5 8.8 10.7 Dedp GPM (US GPM) AM A. 70 60 50' 40 30 20 Cass A (hers sec) 4A 38 3.2 2.5: 1.9 1.3 ds3 0 "/ "� Dimensional Data sores 4- ��qq yy� 28A —3-7/8* -. 6.518' (168.27) 1_ NR nf fl Wf (98.42) PaMrer (ard 18/3, Sl1111 20' std. WUMUW use). " {30' *Ftipadl (9&42) " lli�ctteric�# 6f Cansfru4 is n ,►oy t � '. NanOe Steedeu Sled 3. No t for a PMV0% D;dedri[ O8 W.442) 1 -1EN �InICS3 " Nlelor " Cast koQ . Cot 4. Dimensions aad wa+g5is; .are Sb* . Steel - scat SW Fmc Cwben /Gwo* 5_ We reserve the right to -fie Suit Sed SW 0odlr: Ana" Sted revisions fo our . 21 ew 111eN sping Stdoss eSteel W� M76) av(0ltout ttof e. Bfenie Sleeve 1 iww Row,Bdl tettan RWe ester Cased "Staei -� fasces; Staialess;Steel" r (5o e) 0 1998 Hydromafie Pumps, Ashland. Ohio. AB Rights Reserved. I HYDROMATIC® YourAulhorizedtocal DWr&w- f _ 1840 Bong Rand A Olio 44805 7& 419-2W3042 Imr.419 -281 4087 Wab see: www.p *kpmp.mm SILLS OFFICES M ALL NAM UM AND COMMIES Refer to `Pongf in dw l aw pages of poo phoee for yea W for s "•• Safety and Buildings Division County r 201 W. Washington Ave., P.O. Box 7162 T l U ' 1* onsin Madison, WI 53707 - 7162 Site Address a00 A S Department of Commerce 6 —d Z Sr d 193 r Aj, 12 Sanitary PP Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 11 Check if Revision 4D may be used for secondary purposes Privacy Law, sl5. 1 m 1. Application Information - Please Print All Information rate Plan I.D. Number -'� 7 G Property Owner's Name Parcel Number k 5' �, �>4 CJ 7—o erj Property Owner's Mailing Address Property Location J � F l CLJ i= 'k:S2 �T N,R City, State j Zip Code Phone Number Lot Number Block Number RECEIVED Subdivision Name CSM Number II Type of Building (check all that apply) / ��� ❑City 1 or 2 Family Dwelling - Number of Bedrooms ✓ ❑Village ❑ Public/Commercial - Describe Use ownsbip -/- ❑State Owned L� ' l�t a. ((? L X `I C y �� LL L- O Nearest Road I T -i 40r- 1 /i>> C L - 1'6, �Z.EV �T7GnJ /L? lL %� �C' /iiA111"',r9 f!T III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. For County use $A New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑Addition to g s Tank Only Exis ' S stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that app! )(numbering scheme is for internal use) L�eL 44 ❑ - Non - Pressurized In- Ground 21X1 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 411 ❑l Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Disverss aUTreatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./D Sq.Ft.) (Min./Inch) �s35de v /�li�u 1evation T. -Di <T c, 6 VI, Tank Info Capacity in Total Number cturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks -ld0 Concrete Constructed Glass New Facisting Tanks Tanks Septic or Holding Tank } Dosing Chamber VII. Responsibility Statement- I, the undersigned assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's tune MPIMPRS Number Business Phone Number ) Plumber's Address (Street, City, State, t e) / A-�� j pez"�-J-0-� ,/, )� - VIU County/Department Use Onl Approved C1 Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing gent Signs. o Stamps) Surcha a Fee) j < ❑ Owner Given Initial Adverse ' I Determination _ 17X. Conditions of Ap rovaI easons for Disapproval C�Ri�n�l - � � C', 1� r 1�1n 1;o; 1�'')�C >fir Fct.;� r � �,� j!�_»Y?LCE li "lid I�CC: rti�tl�T LC'y4I)Z �� �ZCV/t77 "(N c f J Tfi ✓ Y'! A f� 'V�� 7F 1c /L �!� ' ft 67, N*At- i ZCLiA V• }'/lcli V i !TN! SisYL�rE -STt T7 ,4 ���F �G n vi y 11 Z j�% c1' L'i�c9tY �vtct " J/ El its t�tZc.' ,. ')c' ( 'T2Lc d7�; i 1GD ls' /� Attach complete plans (to the County only) toy the system on paper not less than 81/2 x 11 Inches In size � T rfR- r�rrR� y SBD -6398 (R. 05101) 5 �Pomz�wr�t �l'Z� IrDepartlllentotComrilelce SOIL AND SITE EVALUATION Page 1 of 3 Safety and Buadings in accord with Comm 83.05, Wis. °c4de� rxiviromnentai ip Attach comp site on r not less than 8'h x 11 inches in size. Plan must t� Pte► P� include, but not limited to: vertical and horizontal reference point (BM), direction a $t. CTfl1Y percent slope, scale or dimensions, north arrow, and location and distance to n r & Q APPLICANT INFORMATION - Please print all information R � Personal iniommation you provide maybe used for secondary purposes. (Privacy Law. s. 1 .Q4 1) (m)). Date Property owner 1­0#0 �t f t� GtiS� {! 1 S 25 T 31 N,R 17 W Utecht, Chris 134t Property Owner's Mailing Address Lo ?. !Black ' i'l% ubd attre r Comic 235 S Star Avenue '' >, � 13 `/ City State Zip Code PhoneNumber 1 1 City " - I l:Viliapa I own Nearest Road New Richmond WI 54017 246 -7289 j 200Th � New Construction Use: Residential l Number of bedrooms 3 'Addition to existing building (I Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate 1.2 bed, gpd►fF 1.2 trench, gpd1W Absorption area required 375 bed, fe 375 trench, ff? _ Ma�Cimum design loading rate 1.2 toed, gpolft? 1.2 t rench, gpd/fr Recommended infiltration surface elevation(s) �02 g . ft (as referre� to seplal Z i Additional design I site considerations �'� %,w`�> Y7i��' '1�� ✓ >_�L: Parent material loess Over Glacial Outwash Flood lei elevation, ff ap na ft S= Suitable for system C onventional Mound ; In - Ground Pressure ; AT G ' Sysfem in F�f ii ank U= Unsuitable for system i ❑ S® u ® S❑ u ❑ S® u ❑ S ® U ❑ S ®u I ❑ S® U SOIL DESCRIPTION REPORT rin Horizon ;� DomrA ant Color ! Mottles ^�. I Texture !e !Consistence Boundary I Roots ! GPD/lP a irt. ir,u��au, Qj- uc. tnniL vane and Trench I 1 040 lOw4 /3 sil 2m9bk mfr cw 2f 5 .6 2 10-25 1 Oyr4 /4 - sil 2msbk mfr cw If 5 ! 6 Ground 3 25 -31 7.54/4 I - s I 2msbk I mvfr ctiv I - .7 8 elev - 101.82 ft 4 31 6 7,54/4 I - sl Om . mvfi cw - ' .3� 4 Depth to 5 ! 36-44 7.5yr414 ! - ! gsl { t ! lnvfi ! - : - ! 3 4 limiting " v11c� YK I I 44 Remarks: Z 1 0-14 10yr5 /3 - sil 2msbk mfr cw 2f .5 ;1' : .6 i nuTA /As _ ail 2tftgbk mR M 1 ' (s Ground 3 22 -28 7.5yr4/6 - st 2msbk mfr cw - .5 .6 efev 101.34 ft 4 2 -46 7.5yr4/6 f2f5yr6 /8 I m Om / I mvfi - - 3 4 I I ' Depth to II j i I fimitinng i i I I i I far I ' Remarks: CST Name (Please Print) Signature: �t Telephone No. Thomas C, Nelson 715 -246 -2454 Address Envkonmental By Design Date CST Number Ref # 1432,1201:4 Strcct, Ncw Rich>Ytand, WI , 54017 05!3012000 227387 298 PROPERTY OWNER: Ctnis SOIL DESCRIPTION REPORT Pap 2 of 3 PARCEL I.D.# Euvffumnemftal By Desigii Horizon Depth Dominant Color Mottles Structure GPDIy in. ± Munselt Qu. Sz. Cont Color I Texture Gr. Sz. Sh. iConsistence� Boundary { Roots I ;Trench 1 0- is 10yr5 /3 - sil 2msbk mfr cw 0 ( � ; .6 2 15 -24 10yr5 /6 - sil 2msbk mfr cw if 5 6 elev 3 { 24 -33 7.5yr4/6 { - I sl I 2msbk { mfr { cw I - .5 ; .6 100.76 ft 4 33-40 7.5yr4/6 s t2f3yr6 /8 ` st Om ' mvti - - .3 .4 Depth to limiting I ! f 33 I I I I { l 1 I I I I I I I I I I I Remarks: I I 4 4 1 1 1 t I 1 1 1 Ground elev s s s Depth to I { I I I { limiting factor i ! I + I + Remarks: Ground , + elev Depth to I I I I ! I I I reniting factor 1 I I I I I I I 1 1 1 + Ground elev l I I 1 s I I Depth to limiting fir I I i I I I I I Remarks: 4 100 � � c l ot, qi LM(v i oo.7 f f — ---- - Ile I It OZ. ILA f- c- , ` - Z i N , C 5T 17 3 8 r 05/02/2002 11:18 715 -634 -5150 HAY SAFETY AND BLDGS PAGE 02 Gaf ety and Oul(dings 10541 N RANCH ROAD h' HAYWARD WI 54843 ;r TDD #: (608) 264 -8777 Isconsi www.commerce ^state.wi.usJsb Department of Commerce www.wisconsin.gov Scott McCallum, eovemor Philip Edw. Albert, Secretary May 02, 2002 CUST ID No. 2269W S HAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE x NEW RICHMOND WI 54017 , ri CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/23/2004' Identification Numbers SITE: ..,: Chris Utecht T ransac ti on ID No. 727546 200TH St'` `} Site ID No. 6434110 Town of Stanton _ refer''to':6oth:ideritiSication numbers, ;, St Croix County ,� � �;•al>ic�e; tun all'corres otlde�e:with she• enc: '' NE1 /4, SE114, S25, T31N, R17W ; FOR: New mound, 600 GPD Object Type: POWT System Regulated Object No!,;8476x49 This letter is meant to replace the previous -app .tt V.W' ted A pril 23,2M. New infotrma ion has become available to the reviewer concerning the flood plate ei+otiea:, ?`., The submittal described above has been reviewed for ootif'r' ' 'Witli applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been COND AMY APPROVED. The owner, as defined in chapter 101,01(10), Wisconsin Statutes, is responsible: for eo pla .cc with all code requirements. The following conditions shall be met during eonsttuction:o": :'1 ation and prior to occupancy or use: General Approval Condttions: r This system is to be constructed and located in accordamce:w kli'the.'enclosed approved plans and with the "Mound Component Manual for Septic Tank Effiluent .Pf" �atc Oi,isite Wastewater Systems" SBD- 10691 -P ( N,01101) and the "Pressure Distribution Component faitu 1 Private Onsite Wastewater Treatment Systems" SBD - 10706 -P (N,01 101). • In the event this soil absorption system or any of. iii .. ncntparts malfunctions so as to create a health hazard, the property owner must follow the coum" enc plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance.; ;monitoring duties as described in section VIII of the mound component manual are complied with,-* C " of - Ups information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county Sv(i ie.t!tis'Project is located in accordance with the requirements of Sec. 145.135 and 145,19, Wis:' • Inspection of the private sewage system installatioA is -;:Arrangements for inspection shall be made with designated count official in accordance uvit)i ; the • ^ ` the desi "'` � Y �?Avisi€sos of Sec. 145.20(2)(d), Wis. State. o The maintenance plan for this system must be gtvim to,� ie ©der of the POWTS. Key Items) • Per CO.IvIM 83.32(3)(c), no part of a POW'1'S t�aay be,�stalled is a floodway. The installer shall mark the flood plain elevation prior to eommencing'the installat�t of4ie.mound to ensure that the component is not in the floodway. (( r yu / `` f 05102/2002 11:18 715- 634 -5150 HAY SAFETY AND BLDGS PAGE 03 SHAUN R BIRD Page 2 5/2102 , Note T h e desi propo s to install a s o e gn p ro po n to tea ppr approve, p�udet ..l�]ter'tp size. Pursuant to outlet filter product approval ,stipuons' IDa'aehieve the requirement of wastewater particl information must be given to the owner of the 1'OWTS explaining that periodic eleaning:of 'aeptid ank outlet filter is required. The access opening used to service the filter shall terminate at or abdvi At�shed;goftde with a watertight cover. Reminder a The orientation of the mound system must be such die s e' ,lo igest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the dowrt;slo ge O.Ihe mound per Mound Component Manual. a Surface water drainage shall be diverted away from tfi sy&pertio' area per Mound Component Manual. a Materials shall conform to the requirements of COW [84;; Maintain well and waterline set backs per COMM $3,�8(i • Provide frost protection per COMM 83,43(8)(c), a Holes must be drilled with a sharp bit and all burrs an rei$ii nratttr removed before installation. A copy of the approved plans, specifications and thin 6ttea etiall tie'on -site during construction and open to inspection by authorized representatives of the Depainenti vvhicli`may,include local inspectors. All permits required by the state or the local municipality shall isegbtaied p "oi to commencement of construction /installation/operation. In granting this approval the Division of Safety dt.Riuldingl escx4es the right -to require changes or additions should conditions arise making them necessary for code compliancy;' As'.pr.state stats 101.12(2), nothing in this review shall relieve the dcsigner of the responsibility for'desigtu ieafetiuildittg, structure, or component. Inquiries concerning this correspondence maybe made•:to mis' ti e;lte1 hone number listed below, or at the address on this letterhead. The above left addressee shall a copy -of this.4" er 'tit 'a vner.and any others who are responsible for the installation, operation or'inaintenanc of the POWTS.: Sincere! Fee Required $ 175.00 -:� - Fee Received $ 175.00 Balance Due $ 0.00 a c a Shando / POWTS eviewer , to ted Services h Mx :,i5 �" eadec� 76'33 (715) G34- 7810,.Fax: (7 5) 4-5150, M -F 7:45 am °x:430ni: pshandorf@commerce- state.wims ~' cc: Leroy G Jansky , 'Wastewater Specialist,•(7.15) 72fr54;`';; ; .r:;;•: � 3 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 hsco nsin www.w www.commerte.state.wims/sb isconin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary April 23, 2002 CUST ID No.226900 ATTN. POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/23/2004 Identification Numbers Transaction ID No. 727546 SITE: Site ID No. 643410 Chris Utecht Please refer to both identification numbers, 200TH St above, in all correspondence with the agency. Town of Stanton St Croix County NE1 /4, SE1 /4, S25, T3 IN, R17W FOR: New mound 600 GPD Object Type: POWT System Regulated Object ID No.: 847649 P.0 4U C oil ,t�11 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. FNS The following conditions shall be met during construction or installation and prior to occupancy or use: 0 SN!SAFI General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE o¢` "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P ( N.0 1 /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. Note • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. µ SHAUN R BIRD Page 2 4/23/02 Reminder s The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). • Provide frost protection per COMM 83.43(8)(c). • Holes must be drilled with a sharp bit and all burrs and foreign matter removed before installation. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Si a y, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 . %" Patricia L Shan POWTS Plan Reviewer, I to ated Services WSMART" code:.7633 (715) 634 -7810, Fax: (715} 34 -5150 , M -F 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 r Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 4/11/02 S. Owner: Chris Utecht Jria� System type: Mound System M NGg Manuals Used: Mound Component Manual version 2.0 (01/31) Pressure Distribution Manual version 2.0 (01/31) o c� SP Page# ,E 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -9. Maintance and Contigency plan 10 -12 Soil test r t s' Signature License number 6900 4/11/02 I Maintenance and Contingency Plan for a Mound System 9 Y Y Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 4. Once every 3 years the mound is to be inspected via the inspections pipes in the at- grade. The laterals are to be inspected via the cleanouts. 5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 6. Pump and electrical components are to be checked at the time of the pumping. 7. Owner agrees to leave the area 15' below mound undisturbed. 8. The owner agrees to save this plan. 9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is not be driven over. 10. Effluent Quality is not to excede the requirements found in Comm. 83 Contingency Plan 1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if needed, then bypass pump float and try pump with out float. If this works, float is bad, replace float. If pump still does not work, check power at the pump with a electrical device such as a hair dryer. if no power, check breaker inside house and call a electrician. If there is i power, then pump is bad and needs to be replaced by a plumber. 2. if mound fails, determine cause of failure, test another area or remove pipe and sewer rock, refill soil, install new mound system. 3. Replace any other failing components as needed. Important Phone Numbers Plumber: Shaun Bird 715- 246 -4516 Pumper: Tom Mondor 715- 246 -5148 St. Croix County Zoning 715 - 386 -4680 Shaun Bird #226900 4/11/02 I POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page at FILE 9NFORMAATION SYSTEM SPECIFICATIONS Owner y Septic Tank Capacity o ?s�� al 13 NA Perm". ` Septic Tank Manutartcurer - DNA DESIGN PARAMETERS Effluent Filter Manufacturer � ❑ NA Number of Bedrogms 13 NA Eft Filter Model O NA Number of Commercial Units Pump -Tank Capacity al ❑ NA Estimated flow (average) - gaVdayr Pump Tank Manulbckm ❑.NA Design flow OxWO. (Estimated x 1.5) - Pump Manufacturer O NA: Sal Application Rate , a gaV& Pump Model sG/�C 6 ❑ NA Intl uentlEffluent Quality Monthk average• Pretreahnent Unit Fats. Out & Grease (FOG) �0 mg/L 0 SandfGrrvei Fflber ❑ Peat Faber Biodnemicat Oxygen Demand (BOD :s2M mg/L O Mechanical Aeration O Wetland t Taal Suspended Solids (rSS) 5150 mgAL O Disinfection O Other: Manufadurer Pretreated Ef bent Quality Monty age` Dispersal Ced(s) Biochemical Oxygen Demand (BOD 530 mg/L O In - ground (gravity) ❑ in - ground (pressurized) Total Suspended Solids (fSS) 530 mg& ❑ At -grade Mound Fecal Coliform (geometric mean) 510 du/100m1 13 ❑ Other: Maximum Effluent particle Size K inch diameter vaa,es tyoRcal for domestic (nW-CWnffwdaQ wastewater and septic tardc etBuent !+ Vahres typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every 3 O months ;1!6ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -thins (Y,) of tank volume inspect dos ceil(s) At least once every 3 ❑ months ;8ryear(s) (Maximum 3 yrs.) Mean effluent filter At least once emery ❑months s) Inspect pump. pump controls & alarm At lest once every ❑ months year(s) ❑ NA Rush Laterals and pressure test At least once every O months 2 EJyear(s) O NA 08M. At least once every ❑ months ❑ year(s) O NA over: At least once every O months O year(s) O NA MAINTENANCE INSTRUCTIONS InspedJons of tanks and dispersal cells shall be made by an Individual carrying one of the following licenses or certifrcath'ons: Master Plumber, Master Plumber Restricted Sewer. POWTS Inspector. POWTS Maintainer. Septage Sen*ft operator. Tank inspections must Include a visual Inspection of the tank(s) to identify any missing or broken hardware. identify any knacks or leaks. measure the volume of combined shxlge and scum and to check for any back up or pond ng of effluent on the ground surface. The dispersal cell(s) shy be visually inspected to check the effluent levels in the observation pipes and to check for any pondmg of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a fang condition and requires the Immediate notification of the focal regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (dr,) or more of the tank volume. the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113. Wisconsin Administrative Code. The SwA*ig of effluent filters. mechanical or pressurized POWTS components. pretreat4ment components; and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS knack treatment tank(s) for the presence of painting pro or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. \System start up shall not occur when sord'oonditions are frozen at the infiltrative surface. Page During power outages pump tame, may fill above normal highwater levels. When power is resWM the evcoess wastewater will be cCrscharged to the dispersel cell(s) in one large dose. overloading the cogs) and may result in the backup or surface disdtarge of effl#wt To avoid this sidiatbn have the contents of the plump tank removed by a a-pwe- opa vuw txtor 1W resmrtn8 power w the emuent pump or contact a FlumW or FOW TS Matrit8inat 1 assist in r+nanuatiy apeneft the Pimp controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise dleUub or oompact, the area within 15 feet down slope of any mound or at - grade soil absorption area. Reduction or elimination of the forowkrg frrom the wastewater stream may improve the performance and pro" the we of the POWM antibiotice; baby w %xw d%ianetto buff: condoms: 000m swabs; degreasers; denial floss. dims; disirdbaterft. fat Wridatfon diem (MV pump) water tact and vegetable p , gasorow, gam: he<b*Ads; meat scraps; Medications. at pabft products; pesticides; sanitary naodrw, tampons; and water sotbertsr brine. ASANDONWENT When the POWTS fails and/or Is Pommel* takers out of service the following steps shall he taken to insure that the system is property and safely abandoned in compliance witim ch. Comm 83.88, Wisconsin Administrative Code: • AN piping to tanks and pits shall be disconnected and the abandoned pipe openlrtgs seated. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage S®Mdng Operator. • After pumping. all tanks crud ptis shall be excavated and removed or their corers removed and the void space filled with $o1i, gravel or another inert Solid material. CON71NOENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: O A suitable replaoement'ama has been evaluated and may be utilized for the location of a replacement soil absorption system. The repiacemertt area should be protected from disturbance and compaction and should not be hired upon by Mquk+sd settaacks from existing arld proposed structure, tot lines and wails. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. 13 A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POW'rS a holding tank may be installed as a last resort to replace the failed POWTS. she has not been evauated to identify a suitable replacement area. Upon failure of the POWTS a soli and site evaluation must be performed to beats a suitable replacement area. If no replacement area Is available a holding tank may be klstakd as a last resort to replace the failed POWTS. — 30Acund and at-grade soil absorption systems may be reconstructed in place following removal of the biomM at e Wittative surface. Reamistructions of such systems must comply with the rules in effect at that time. « WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDm fNSUPFiciew OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT.. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Nam d 4el' i,- Name Phone "' = Zf/ .J- 'L.._.__ Phone SEPTAGE SERVICING OPERATOR PUMP LOCAL REGULATORY AUTHORITY Name biz o IC� Phone �r f_ � This docummit was d6W by the staffs Of oar tt1eer►1.810. MaMto to and Wayshara County Zo*g and Sanitatim gWfts. This document moots Vas minimum requirements of ch. Comm 83.ZVPXI Xd)&M art 83 .54(j). (2) & (3). Wsconsrn AdmtnW jdit Code, tie at' this dorxxnent does +wt guarantee the performance of the POWTS. GMW (2101) i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 1 OwneriBuyer Mailing Address 55 S 3 '%U\ AT —, N� - V � � L Property Address vZod 46 (Verification required from Planning Department for new construction). City /State Parcel Identification Number LEGAL DESCRIPTION Property Location '' /,, S r / Sec. o�J . T_��LN -R_ a Town of _'SAzk_1 Z(_ . Subdivision Lot It Certified Survey Map it Volumc , Page It Warranty Deed ft S Volume L ` Page It3 Spec house ❑ yes uo Lot lines identifiable cs ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with lie standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. !� SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge, I (we) am (arc) the owncr(s) of the property described above, by virtue of a warranty decd recorded in Register of Deeds Office. a4p e � '4)/o __ SIGNATURE OF APPLICANT DATE * * * * ** Any information that is nuis- rcpresentedmay 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 decd vu� 1580PAGE 391. STATE BAR OF WISCONSIN FORM 1 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST, CROIX CO., WI This Deed, made between Jeannette M. Darrow f /k/a Jeannette RECEIVED FOR RECORD M. Stade f /k/a Jeannette M. Brown 01 -29 -2001 10:00 AN WARRANTY DEED Grantor, and Christopher R. Utecht and Elizabeth A. Utecht, husband EXEMPT D P CERT COPY FEE: and wife as joint tenants, COPY FEE: TRANSFER FEE: 120.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): The Northeast Quarter of the Southeast Quarter (NE -1/4 of SE -1/4) of Recording Area Section 25, Township 31 North, Range 17 West, St. Croix County, Name and Return Address I Wisconsin. BREMER BA14K NA 532 KNOT US AVE S NEW RICHMOND WI 54017 036 - 1060 -20 -000 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is not homestead property. (is) 0=00 Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, highways, utility rights and reservations of record, and will warrant and defend the same. Dated this i�6,7 fsz day of May 2000 4 � J annette M. Darrow Vk/a Jeannette M. Stade * f /k/a Jeannette M. Brown AUTHENTICATION ACKNOWLEDGMENT Signature(s) Jeannette M. Darrow Vk/a Jeannette M. Stade Vk/a STATE OF ) Jeannette M. Brown ) ss. County ) authenti ated this riZ day of May 2000 Personally came before me this day of the above named * Timothy J. Scott TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Timothy J. Scott Notary Public, State of Bakke Norman, S.C. - New Richmond, WI 54017 My Commission is permanent. not, state expiration ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) .) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals company, Fond du Lac. WI 800 -655 -2021 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1- 1999 II SITE PLAN FOR C11RIS & ELIZABETH UTEC'1IT FOR LANDS LOCATED IN THE NE' /4 OF THE SE' /4 OF SECTION 25, T3 IN, R17W, TOWN OF STANTON, ST. CROIX COUNTY, WISCONSIN. NOTE. The purpose of this site plan is to show an area of at least one ( I ) acre that is above the 1035' elevation contour. The fill extent of the lands above 1035' is not shown. Granberg Surveying was unable to find any lands at the site that were above 1040' but there is approximately 1 acre of land on the Northern part of the parcel that is above 1037'. E1 /4 CORNER, SECTION 25, T31N,R17W, STANTON 'f ( FROM TIES) / APPROXIMATE EAST -WEST 114 SECTION LINE 1 ( v � w WILLOW RIVER 1.92 ACRES \ F- � 1035' CONTOUR w /4o'+ \ d WATER ELEVATION Cllr S AS OF 1024/00 = C _C;y� ci rti t 1022.2' / PROPOSEb HOUSE LOCATION 1 1 W AS LOCATED ON 11/06/01. r �, L� �� Y c'C� ? U_ / 1�.� w BLUFF LINE HOUSE CORNER 4 � O!' O W E1,EvAT1oNS ` go S _ S R - 1 036.3' F.036.3 F_ , NW- 1035.8 ��rr I LL , NIi iU36.i' �y ��(v W I O , V ` M O W a `a �� ZI - �� �`� I Q , 1035' CONTOUR ( Q 2.01 ACRES t Scale 1" = 200' O I I APPROXIMATE LOCATION OF I I EXISTING DWELLING APPROXIMATE SOUTH LINE OF THE NE1 /4 OF THE SE1 /4 ii I NOTE: Benchmark used for this des• N % + 1, Joseph W. Granberg, project is a monument ( rod in case) JO W. \ ti * Registered Wisconsin Land set by Wisconsin Dept. of Trans. f G Surveyor, hereby certify that by East of the Willow River 100' +- and i I OND i the direction of Chris & Beth 55' +- North of centerline of State ' /I r Utecht I surveyed and marked the Hwy. "64" . The elevation of this <.q '••.•• ,rr' p elevations as shown hereon. This N••w"� mark is 1033.41'. ( Information O SUM map is intended for use in supplied by Wisconsin D.O.T. Eau determining a buildable area out Claire Office - Pt. No. Q01377 P153 PREPARED BY: of the floodplain of the Willow 1980) River. Determination to be made GRANBERG SURVEYING b Wisconsin Department of 1239 C.T.H. "E" Natural Resources. New Richmond, WI. 54016 Phone ( 715 ) 246 -7529 Job No. 00 -060 AA r State of Wisconsin 1 DEPARTMENT OF NATURAL RESOURCES Scott McCallum, Governor West Central Region Headquarters 1300 W Clairemont Ave Darrell Bazzell, Secretary Box 4001 j0F N Scott A. Humrickhouse, Regional Director Eau Claire, Wisconsin 54702 DURAL RESOURCE S Telephone 715 -839 -3700 FAX 715- 839 -6076 TTY 262 -884 -2304 May 25, 2001 Mr. Rod Eslinger , Zoning Specialist St. Croix County 1101 Carmichael Road Hudson, WI 54016 SUBJECT: Utech Floodplain Determination Along the Willow River, St. Croix County Dear Mr. Eslinger: Enclosed with this letter is a site plan map that shows the likely regional flood elevation on the Utech property. The property is located in the NE of the SE of Section 25, T31N, R 1 7W of Stanton Township. . Panel 10 of the St. Croix County Flood Hazard Boundary Map (FHBM) has an approximate floodplain that doesn't properly show the limits of the floodplain. The floodplain limits could be reduced to show more realistic limits. Based on the site elevations supplied by Utech's surveyor, there are areas that are likely to be above the RFE. Since the floodplain area is only a FHBM, St. Croix County can proceed at this time with issuing permits for the development based on the site review since it is the best available data. The County could consider amending their floodplain maps to include this new data. Since St. Croix County's maps are nearly 25 years old, a countywide update to the floodplain maps should be considered. Some counties have successfully used the land records initiative to also update their floodplain data. Changes to the flood insurance mapping only occur when the changes are submitted to FEMA and their approval is received. Mean sea level will be required by FEMA. Once approved, FEMA issues either a Letter of Map Amendment (LOMA) or a Letter of Map Revision (LOMR) depending on the circumstances in each case. Flood insurance in mapped areas is generally still needed until FEMA issues one of their letters. Actual reprinting of the FEMA map may not occur at this time, hence the LOMA's or LOMR's indicate changes to the map. Sincerely, Gary Lepak, P.E. Lower Chippewa Basin Engineer c Eunice Post - St. Croix Basin Bob Watson - WT /6 www.dnr.state.wi.us Quality Natural Resources Management www.wisconsin.gov Through Excellent Customer Service Printedw Re ycletl Paoar SITE PLAN r FOR CHRIS & ELIZABETH UTEC'HT 4 ,,� �LANDS IN THE NE 1 A OF THE SE 1 /4 OF SECTION 25, T3 IN, � 7W, TOWN OF STANTON, ST. CROIX COUNTY, WISCONSIN. NOTE• a purpose of this site plan is to show an area of at least one (1) acre that is above the `1035 elevation contour. The full extent of the lands above 1035' is not shown. Granberg Surveying was unable to find any lands at the site that were above 1040' but there is approximately 1 acre of land on the Northern part of the parcel that is above 1037'. I = 2- OL E1/4 CORNER, SECTION 25, T31N,R17W, STANTONC 1 � ( FROM TIES ) APPROXIMATE EAST -WEST 114 SECTION LINE r l W \ UI e W WILLOW RIVER a h 1.92 ACRES 1035' CONTOUR \ \ O /v 3 \ \ z NO'+ I PERC AREA d WATER ELEVATION , ti--- -_ -_.- --- _--- - - -��' AS OF 1024/00 = 1 ui 1022.2' W LL 1M 1 BLUFF LINE f I W o� 6 co W - o I I 0 4 ;� I W 0 ` z I 1035' CONTOUR n�, 7� 2.01 ACRES G� � Scale 1" = 200' D ` APPROXIMATE LOCATION OF ' EXISTING DWELLING I APPROXIMATE SOUTH LINE OF THE NE1 /4 OF THE SE1 /4 OTE. Benchmark d for this O NS 1 1, Joseph W. Granberg, _ use ♦ 5 rojact is a monument (rod in case) a ��' "�"�•.�' Registered Wisconsin Land * r EPH !N. y. Surveyor, hereby certify that by East of the Willow River 100' +- and i G 2295 G * the direction of Chris &Beth 55' +- North of centerline of State I NEW RICHMOND= Utecht I surveyed and marked the elevations as shown hereon. 'Phis Hwy. "64". The elevation of this %%% mark is 1033.41'. ( Information "'��,� •.....�.(� y`� map is intended for use is supplied by Wisconsin D.O.T. Eau S URV determining a buildable area out Claire Office - Pt. No. Q01377 P153 of the floodplain of the Willow 1980) PREPARED BY: River. Determination to be made GRAN BERG SURVEYING by Wisconsin Department of 1239 C.T.H. ' E" Natural Resources. New Richmond, WI. 54016 ' Phone ( 715 ) 246 -7529 Job No. 00 -060 Wisconsin Department of commerce SOIL EVALUATION REPORT Page 1 of 3 bivisimll of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM); direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. o (v0 — Please print all Information. Reviewer) qy Date Personal Atiformallonyou provide may ba usEd for secondary purposes (Privacy Law, s. 15.04 (1) (m)). t K n, , % Property Owner Property Location � 1. Chris and Beth Utecht Govt: Lo( NE 1/4 SE 1/4 S 25 T . 3I N R 17 Property Owner's Melting Address Lot # Block # Subd. Name or CSM# city 235 S Star Avenue A State .p a Phon6 Nuin ., r ity village • Town Barest Road New Richmond w i 54017 ( ?246 -7289 200th Street New ConsVudtiori WOO Residential / Number of bedrooms 3 Code deriv i:lesl 9� n (;e ` rate 450 GPD Replacement Public or commercial - Describe: -------- - - - -__ __ -- _ -- Parent nlatefi>31 loess. rives nntwash Flood Plain gva n If a fL Genem'commehts and recommendations: J NOV 1 4 2 001 S T CROX cb Boring # � Boring B �\ Q Pit Ground surface elev. _1 01.06 _ ft. Depth to limiting Soit Applicatim Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence oundary Roots GPDW in: Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Efr#1 'Eff#2 1 0 -10 IOyr4/3 sit 2msbk mfr cw 2f .5 .It 2 10-26 1 0vr414 = sil 2msbk mfr cw if • 5 .8 3 26-32 7.5yr4f4 - A 2msbk mfr cw - .5 .9 4 32-40 7.5yr4l6 Myr6 /s A Om mvft - _ 3 .5 F 21 Baring # � Boring 100.96 29 Pit Ground surface eiev. � __, ft. Depth to timqng factor,_____ in. Solt App#cq0n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef1#2 1 0=14 10yr5/3 sit 2msbk mfr raw 217 ,8 2 I4 10 r5/6 - sit 2msbk mfr AM if .5 .8 3. 23 -29 7,5yr4 /6 - A 2msbk mfr cw _ .5 . 9 4 29=38 7:5yr4/6 f2f5yr6/8 sl Om mvft - - .3 .5 Effluent #1 = BOO, > 30 s 220 mg/L and TSS >30 s 150 mg1L • Effluent BOD < 30 mg1L and TSS s 30 mg/L CSrNeale (Please Print) Si CST Number Thomas C Nelson _ 227387 Address Date Evaluation Conducted Telephone Number 1432 12th Street, New Richmond, WI 10/1/01 246 -2454 IL f i U tech 2 3 Property Owner - - -.__ -- Parcel ID # —-- - - - - -- __ -- Page of 0 Boring F3 Boring # E] pit Ground surface elev. 100.29 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr5/3 - sil 2msbk mfr cw 2f .5 .8 2 10-25 1 I /6 - sil 2msbk mfr ow if .5 .8 3 25 -28 7.5yr4/6 - sl 2msbk mfr cw - •5 .9 4 28-40 7.5yr4/6 f2f5yr6 18 sl Om mvfi - - .3 .5 Boring a Boring # 101.31 34 Pit Ground surface elev. ft. Depth to limiting factor in. Soil icatlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-14 10yr5/3 - sil 2msbk mfr cw 2f .5 .8 2 14-24 1 lo vr 5/6 siI 2msbk mfr Cw if .5 .8 3 24-34 7.5yr4/6 - a st 2msbk mfr cw - .5 .9 4 34-40 7.5yr4/6 f2f5yr6 /8 sl Om mvfi - - .3 .5 Q Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I ' Effluent #1 = BOD, > 30 < 220 mg1L and TSS >30 < 150 mg1L " Effluent #2 = BOD 130 mg/L and TSS <- 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you heed assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. ssu6e33orau ca.mroo) i to Z,• �0 4 10 .4 qg I� �1 1 100 � - Top 0 rco h 4 ti , aMIL 100.9 ion o� r),, 1J1 10 .b (, 133 1(30.19 Q� 101,31 21 7 -7 C SITE PLAN FOR CHRIS & E1,IZABETI1 UTEC'HT FOR LANDS LOCATED IN THE NE' /4 OF THE SE' /4 OF SECTION 25, T3 IN, R17W, TOWN OF STANTON, ST. CROIX COUNTY, WISCONSIN. NOTE: The purpose of this site plan is to show an area of at least one ( 1 ) acre that is above the 1035' elevation contour. The full extent of the lands above 1035' is not shown. Granberg Surveying was unable to find any lands at the site that were above 1040' but there is approximately 1 acre of land on the Northern part of the p above 1037'. t . � `t ORNER, SECTION 25, Rfr Q�1 ,R17W, STANTON ff,, '..,_( FROM TIES ) APPROXIMATE EAST -WEST 1 /4��CT?OI� �E I S T LU ON gAS LU WILLOW RIVER S LL 1035' CONTOUR O W Z /yo'+ WATER ELEVATION AS OF 1024/00 = PROPOSED HOUSE LOCATION W 1022.2 , LOCATED ON 11 /06/01. LL i O 1 I I g BLUFF LINE 1101ISe CORNER U I W , ELEVATIONS !' O ` I Z O , SW- 1035.6' ` ` c? I SF. 1036.3' I F- , NW 1033.8 LL O NE: ' CO I W Cn O • i � / � o I 1035' CONTOUR '� I Q 2.01 ACRES G� Scale 1" = 200' o I l APPROXIMATE LOCATION OF I I EXISTING DWELLING APPROXIMATE SOUTH LINE OF THE NE1 /4 OF THE SE1 /4 I h NOTE. Benchmark used for this C p Joseph W Granber 1, Jos g, project is a monument ( rod in case) fie. •••• • •• 1l4 Registered Wisconsin Land set by Wisconsin Dept. of Trans. ,r J E H ti Surveyor, hereby certify that by East of the Willow River 100' +- and * E * the direction of Chris & Beth 55' +- North of centerline of State 1 NEW RICHMOND Utecht I surveyed and marked the Hwy. "64" . The elevation ofthis WI elevations as shown hereon. This mark is 1033.41'. ( Information f q •'••. • ..f' • map is intended for use in supplied by Wisconsin D.O.T. Eau �� ,,• SUR��� determining a buildable area out Claire Office - Pt. No. Q0137', P153 P FD BY: of the floodplain of the Willow 1980) River. Determination to be made GRANBERG SURVEYING b Wisconsin Department of 1239 C.T.H. "E" Natural Resources. New Richmond, WI. 54016 Phone ( 715 ) 246 -7529 Job No. 00 -060