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HomeMy WebLinkAbout038-1084-40-100 . . � . . o7 *.ƒA J co� % k ( 2 ■� ® ( § % . / 0 � C. CD CD � e , k - . m & / } \ E § 7 j \ § \ 2 D Co \ ; \ ƒ 2 » w / \ 2 ; ` E E ? k / g § o / z e 2 C § \ �m _� CD § ) R E S 0 CD 2 § § § / \ § § ƒ n r ■ CD 8 [� i $ \ n' \ 0 0 0 (D � r-3 w z ■ ■ (ft ( > � =0 kd§ \ _ ° PL § } §\ e ; m A e ; z \ z = z w Q J >E) \ / c( . f � { g / [ 3 \ ' w ■ CD / / c & C ' Q \ ? q E CD CD / z 0 2 § OD k z } . w % ^ > $ a § CL . } \ . � I � � \ ) . _o �§ 9 ! _ E � 4 .. �,:` � _.�,�,+ _, .,. ..�. C. "U " { � �� � • �� � • n � a. � 1 • � , , o - 7 1 2 1 Wiscdnsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division ' INSPECTION REPORT sanitary Permit No: 405121 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: Perron, Bill & Cheryl Star Prairie Township 038 - 1084 -40 -100 CST BM Elev: Insp. BM Elev: IBM Description: top 1 �, — Cs r vgM - TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic p� Benchmark LO I ' Z f - 000 4 7-0107— OS WV Dosing DSO AID S-n Aeration H1dg_Sew Y�fliw Holding SVHt Inlet St/Ht Outlet TANK SETBACK INFORMATION by / TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet sav s Septic �1�� i 3 3 � , DtBottom 38��� f f Holding He er /Ma ration Dist. Pipe f (p- Bot. System Final Grade PUMP /SIPHON INFORMATION 2. 9 �• 3 Manufacturer Demand St Cover GPM AA � -d O• - 7 . 5 Model Number 6—po U „c TDH Lift Friction Loss System Head TDH Ft Forcemain Lert / Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ] Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 c q �� SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM ! CHA EACHING Man cturer: INFORMATION MB ER O �, Type Of System: ] > l Dr Mo I Number: DISTRIBUTION SYSTEM Header /Manifold Distributions a x Hole Size x Hole Spacing Vent to Air Int �` Pipe(s LI_ Length Dia Length Dia h Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of d/Sodded xx Mulched BedlTrench Center y Bed/Trench Edges Topsoil — Yes L] No L l Yes Fs No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1O / 2 ( 1 0 - 2-- Inspection #2: / / Location: 2016 County Road C New Richmond, WI 54017 (SE 1/4 SW 1/4 20 T31 N R1 8W) NA Lot 7 Parcel No: 20.31.18.352C10 1.) Alt BM Description = �' � '� mo t"`" +ti ka" r_4� 16"C�- /,,1�2�,,t-t� 1 2. Bldg sewer length = - amount of cover = T(,t/Yt.{�, YY(.Q1J�� l' �}L DS / i �. S/ CS 7�•'� L7 P Plan i� Yes [ an ren Required? I =^ o � Use other side for additional information. _ Date Insepctor's Si ature Cert. No. SBD -6710 (R.3/97) 40 4 Safety and Buildings Division County s 201 W. Washington Ave., P.O. Box 7162 c�7�. 6Q$ / `scoii in Madison, WI 53707 - 7162 Site Address — Department of Commerce 4� �� 3 S' o20 1(O � ' 'ep, 4 C Sanitary Permit pplication Sanitary Permit Numb6 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 4/,q may be used for Law, sl5. 1 m ❑Check if Revision I. Application Information - Please Print All Information E State Plan I.D. Number Property Owner's Name Parcel Number N g Property Owner's Mailing Address C OUN t Property Location ST. CN NG �jFF1C � % 9 :Sv T3 / N,R 8 City, State Zip Code I PwnMumber Lot Number Block Numn '�` M +ls ,fC' l 11. Subdivision Name CS U. Type of Building (check all that apply) ✓ p� fl ❑City 'Q 1 or 2 Family Dwelling - Number of Bedrooms ❑Vilhuge ❑ PubWCommercial - Describe Use gi p � r J r t ownshi y. ❑ State Owned 7�Eit lc� 3" X �O � — /! GLtGiY+� -�-'"S Nearest G III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 )J New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use syste Tank Only Existing stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that appiy)(mrmbering scheme is for internal use) p ,' 6 ya "0 44 R Non - Pressurized to Ground 21❑ Mound 47 ❑ Sand Fitter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line Sfgnd uSP 45 ❑ At -Grade 46 ❑ Aerobic Treatment unit 49 ❑ Reconda ' 30 ❑ Other Z X 3 I V. D Area Information: Design Flow (gpd) Dispersal Dispersal Area SQAApglicadon Percolation Rate System Elevation Final Grade R 4 Proposed ,bR R (Min./Inch) Elevation VI. Tank Info Capacity in Total Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks /� , p �� Concrete Constructed Glass Exi New sting Tanks Tanks & Qj, rt L-7 . `' 77 ,6 -k Septie or Holding Tank x Dosing Cbambet !� VII. Responsibility Statement I, the , assume responsilift for POWTS shown on the attached plans. s Nam (Prim) is Signature MP Number Business Phone Number PLtoaber's � A , ddr t ess (street, City, , �P Cam) VIII. /De Use Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued ent Signature No Stamps) Surcharge Fee) _ m en Initial Adverse I%. Conditions of proraUR For G un - a Attech eomphte pLns So the Comt7 ash) for the spkm on papa' not las than SW x it backs In size � U! P EI r► �_ SBD -6398 (R. 05101) _ I __ � OGJy► c�lAr PiiY`1� tt er t6 Co a U4 N �0� aS Po lk % r � ,41�e r b� w1 •. 3i� � � �UC. �Eeu, ,t °b G�� . �A'y+^ In - LV F� �• is '• a p L , 4 'yA r r • 1001 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service j ounty Attach complete site plan on paper Trot less than 8% x 11 inches size. =EIV ED St. Crobc include, but not limited to: vertical and horizontal reference point M), di percent slope, scale or dimensions, north arrow, and location distance to nearest �. rcel I.D. 8- 1084 -100 Please print all information. MAY 1 O 2002 Date Personal infomaboon you provide er pu may be used for secondrposes ( y Law, s. 15.04 (1) (m))- 3 Z Property Owner Perron, Bill&Cheryl 1/4 SW 1/4 S 20 T 31 N R 18 E Prop MaAddress Lot # Block # Subd. Name or CSM# b 1 7 3 - 7 na Csm Vol 11 Pg . 3181 City State Zip Code Phone Number City j ViHage it Town Nearest Road Po !+ 0 r" 50 G 3 / j - 3 (0 7 - 3W *Z Star Prairie CT. HY. "C" New Construction Use: IM Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ,, lacement Public or commercial - Describe: Parent material outwash Flood plain elevation, if applicable na General comments and recommendations: system elevation at 94.00ft trenches spaced to code 4.00ft below grade Boring # jj Bing Oil Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 120 in. F Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz *Eff#1 I *Eff#2 1 0-6 10yr2/1 none st 2msbk mvfr cs 2f .5 .6 2 6 -15 7.5yr2.5/3 none sl 2msbk mvfr cs if .5 _6 3 15-33 7.5yr4/4 none Is osg mvfr cs na .7 1.2 4 33-1 7.5�/G none ms 0 9 __ ml na na 1.2 1 Boring # Boring it Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 120 in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 I *Eff#2 1 0-7 10yr2/1 none st 2msbk mvfr cs 2f .5 .6 2 7 -20 7.5yr2.513 none sl 2msbk mvfr cs 1f .5 .6 3 2036 7.5yr4/4 none Is osg mvfr cs na .7 1.2 4 36 -120 7.5yr4/6 none cos ` osg ml na na 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel fr Date Evaluation Conducted Telephone Numbe Address Steel Soil Service - 5/6/2002 Property Owner Perron, Bill &Cheryl Parcel ID # 038 -1084 -100 Page 2 of 3 # Boring Pit Ground Surface elev. � ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 "Eff#2 1 0-6 1Oyr2 /1 none sl 2msbk mvfr cs 1 c .5 .6 2 624 7.5yr2.5/3 none s1 2msbk mvfr cs 1f .5 .6 3 24 -36 7.5yr4/4 none Is osg mvfr a na .7 1.2 4 36 -120 7.5yr4/6 none cos osg ml na na 3 1.6 F4]Boring # Boring Pit Ground Surface elev. 100.$0 ft. Depth to limiting factor 120 in. So- Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0/6 10yr2/1 none sl 2msbk mvfr cs 2c .5 .6 2 6 -36 10yr414 none sl 2msbk mvfr gw 1 c .5 .6 3 36-120 7.5yr4/6 none ms osg m1 na na .7 1.2 g Boring Pit Ground Surface eta. ft. Depth to limiting factor in. Soil Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *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 <_30 mg/L Tbc D Comm is an equal opportunity service provides and employer.. If you need assistance to access services or < �� r y rro,,7 T C r3 r IN ✓ ✓ j � a'_ 4,A = TDB o qr3rn =3�� cR, �l-c✓s /D4 �' + Oe✓. CA i i3 - ell w; s r� l5 �u GC } a v 1e� See _ e,v �iLr� i►�Gs' GZ' rf�t° l �r17 5- (� -Lc�OZ - -2 46 UVVq `�' r' ' ' ' " -' PAGE OF -PUMP CHAMBER CROSS SECTION AND SP . scked�ro r -VENT CAP APPROVED LOCKINCr WEATHER PROOF /{ MANHOLE COVER W Z5' FROM DOOR. U)4krn,'ill i,4(1e WINDOW OR FRESH WMIU. AIR INTAKE _ I GRADE I ( 'i" MIN. CONDUIT __-- - -____ 18 "MIAJ.� - - - -- - -- , P OVIDE ( INLET IC, T SEAL APPROVED JOINT A I III APPROVED JOINTS I I I ( W /C.I. PIPE Wf C.I. PIPE <, I EXTENDINfi 3'� I I ALARM EXTENDING 3' ONTO SOLID SOIL B I II ONTO SOLID SOIL i I T I 1 ON �� �jlr4c� ELEV. FT. PUMP __J OFF— S GO RTE BLOCK d � 0 APPi2ov RISER EXIT PCRMITTED Ly IF TAAIK MANUFACTURER HAS SUCH APPROVAL 7 1 3" gsaolµG SEPTIC S P E C I F�� T I� DOSE TANKS MANUFACTURER: �S S�__ NUMBER OF POSES: ___L —PER DAy TANK 512E : , I GALLONS DOSE VOLUME 2 ALARM MANUFACTURER: S. �i * gf/E'C �_ f INCLUDING BACKFLOW: �� a GALLONS MODEL NUMBER: �n Mo CAPACITIES: A= n � INCHE5OR X12_ GALLONS SWITCH TYPE: P �` INCHES OR GALLONS 8 PUMP MANUFACTURER: C Q = INCHES OR GALLONS MODEL NUMBER. L p D INCHES OR ls'3 GALLONS SWITCH TYPE:._ t� l NOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE �� 68 GPM INSTALLED ON SEPARATE CIRCUITS yERTICAdlFFEREtJCE BETWEEN PUMP OF ISTRIBUTION PIPE.. FEET q ( ��f c� S • 141 NETWORK SUPPLY PKE . ..... . . 2.5 FEET loofa,' ua.�d}u.k� uj't�a*� -�- • .�_ 1i EET OF FORCE MAIN X ' r/° . F YoFT.FRICTION FACTOR.. :.. FE T TOTAL DYNAMIC. HEAD = Y ` �d F ET u IIJTERUAL. DIME.NSIOWS OF TANK: LENGTH ;WIDTH ;LIQUID DEPTH SIGNED: LIUMSE MUMBER: DATE:.. ubmersible MODEL: 3871 SIZE: &V SOLIDS Effluent Pum HP :1550 METERS FEET 8 25 7 0 = g 20 S� 2 5 15 v p 4 g 10 O 2 5 1 ' 0- 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m CAPACITY (SWUM PUTAM INC. senem r*" New *"a we MOW OMW, IM O iS69liould� Pumps, Nro SPECIFICATIONS ME SUBJECT TO CHANGE WITHOUT NOTICE PRINTED IN U.SA. 03871 Wiscdnsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of _3_ kabor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St- Crc)ix 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. 038- 1084 -100 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION BY DATE 5" p PROPERTY OWNER: 37 f � � ery f �e�rr'L z� GOVT. LOT SE LOC ATION Mark Schr 1/ SW 1/4,S20 T 31 ,N,R 18� (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # _65' O `j 9 611 Parkview Dr. 7 na I csm vo1 11 3181 CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGEyOOWN NEAREST ROAD New Richmond, WI. 54017 (715)246 -6826 CT. Hy. "C" [x] New Construction Use [A Residential/ Number of bedrooms 3 [ ] Addition to existing building (]Replacement [ ] Public or commercial describe 450 .7 2 .8 Recommended n i n loadin rate bed /ft trench, d/ft 2 Code derived daily flow gpd Recom a ded des g g , 9pd 9P Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 97.00 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material o , wash Flood plain elevation, if applicable > it S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem C S ❑ U [2 S ❑ U Z S El f] S❑ U 7 S ❑ U ❑ S U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerxh ... 1 0 -6 10 r2/2 none sl 2m r mvfr 2f .5 .6 .......1...:'` 2 6 -16 5yr4/4 none is Osg mvfr gw if .7 .8 Ground 3 16 -84 7.5yr4/6 none cos Osg ml na na .7 .8 elev. 10 ft. Depth to limiting factor +84 Remarks: Boring # 1 -13 10yr2 /2 none 1 2msbk mvfr gw 2m .5 .6 2 13 -32 5yr4/4 none sl 2mgr mvfr gw 2f .5 .6 .................. 3 2 -84 7.5yr4/6 none Co s Osg ml na na .7 .8 Ground elev. 100 ft. Depth to nT limiting factor Remarks: CD - ,Scc.tid ���� tlrytSu�L*lw(w 6Q�rzJ sysl�i�, CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. New Ric]Xnond, WI 54W7 Signature: Date: 12 -16 -96 CST Number: m02298 PROPERTY OWNER Mark Schroeder SOIL DESCRIPTION REPORT Page 2 `of 3" ' PARCEL I.D. # 038- 1084 -100 Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -7 10yr3 /3 none sl 2mgr mvfr gw 2m .5 .6 2 7 -14 7.5yr4/4 none is Osg mvfr gw if .7 .8 Ground 3 14 -88 7.5yr4/6 none cos Osg ml na na .7 .8 elev. 10 ft. Depth to limiting factor +88 I Remarks: Boring # 1 0 -10 10yr..2 /2 none 1 2msbk mvfr gza 2f .5 .6 4 2 10 -23 5yr4/4 none sl 2mgr mvfr gw if .5 .6 3 23 -80 7.5yr4/6 none co s Osg ml na na .7 .8 Ground elev. 99.7 ft. Depth to limiting factor +80 Remarks: Boring # 1 0 -12 10yr3 /3 none 1 2msbk mvfr gw 2f .5 .6 5 ? 2 12 -26 10yr4 /4 none sl 2mgr mvfr gw if .5 .6 3 26 -80 7.5yr4/6 none ms Osg ml na na .7 .8 Ground elev. 99 ft. Depth to limiting factor +80 11 Remarks: Boring # r 7-- Ground elev.� —/-►� ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Mark Schroeder 1554 200th Ave. CSTM2298 SEgSWq S20- T31N - New Richmond, WI 54017 MPRSW 3254 town of Star Prarie (715) 246 -6200 lot #7 -csm vol. 11- pg.3181 l N 1 =40' BM.= top of 3/4" pvc pipe C el. 100' Alt. BM.= nail in Oak tree @ el. 104.00' N fo r �Pd �P I C O O 2( 3 0 Z �4' ,, .�. Gary L. Steel 12 -16 -96 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND D�l % OWNERSHIP CERTIFICATION FORM Owner/Buyer j Il I P — L � Mailing Address FD , 3 f S�S'60 Property Address (Yenrmadoo reT*W fram Pb=iog D"rtmeat for aew coaricuctioa) Pamd Idcatifrcation Numbs L,EGA.L. UE Property Location S %, T ( N-R W, Town of Subdivision Lot # - 7 CcrMaa SmTc rd� # 5� as volume 3l � age # Waitnatp Deed Volume 1L! Z, p age # c2Q Spoq.bovse ❑yes ❑ no Lot lines idafifiable.® yes ❑. no 14IA' l r l' I E fi tN cs r ° �•..,�. .._- .�_ ° f�''°Qr�aootdnemttiaiits . eoasisCsof oast P�lacluocLobandlc�asfcs .Pmperma�mocaza4e �a t�e�'mmdoaofd�e ] by it !oQ y oa1 � - a � c � m ku.: ticrs�m , emtsh�geia�e�tic�io�,tysOca i „ .. - lb I to 3L Caoiit � is io pro i0C= by s "�j&eoaa6ciaasac�u6ocfiitposat coo roasad/or(2) ao=b C¢ .&.- uptio taunk* &sst m W W of*dge. vqCc �� �' �� '�tat'Oaammavemd�eDofM�cO - Ius'bo=mustbe R+�oanxs;S�ofW bn o� �ionda�tc,. 00°'° ds° dredranodt�o► Q�e� ;�,oixOanmtyZOffiYOCrrrit5iun30 SIGNAIM OF APMCANC DATE _ ow � mmt MON de • (1° °�Y tws roan sac Marc to tlrc best of my ( om� Ioaow, I (we) ua (arc) oara«( of ao�r�, by vidw of a ,� b ► flood a000eded is Ctcgistec of Roods Otfioo- SIOMW a o f APMCANT b 0 0 DACE ss.sst A'W iafoamWa d at is ms-t 6odmmy rcvk is tt o sanitmcy pcanit being rcvokcd by the Z.oaiag Dgmdav d- •••••• " Iadado "Uh this >grpttcftQa: a stm mod "Mdy flood fmm ft a Dopy of tiro ccttiCdod ' of Roods oD'icc akvey sup if mfcoeaoo is made is the wartaaty flood System Management Plan suant to Comm 83.54, Nis.Adm. Co e ,moo w s - p� Sectic Tank /r C' , The septic tank shat b maintained by an indivWusl certified to set** septic tanks under s. 281.48, Slats. The contents of the ✓►n septic tank shaft be disposed of in ap;irdance with NR 113, Wis. Adm. Code. The operatin condtion Operating of the septa tank and / v / V Outlet ens� prof 3 years by inspecdon. The outlet fitter s; Ae n. 'm at least ores ever) � be Leaned as necessary to M u9 o e r -sum rwhen removed from its end. (tithe is rovisions are ma , � shall be s ' not I • the n nuo � FF ..' • - s ter arms may rn surge or an unp continuous alarm. Tne n removed when the volume of sludge and scup in the tank exceeds in the liquid volume of the tank. If the co ntents of the tank are not removed at the time of a triennial assessment. maim nanca personnel Mall advise the owner of when the next service needs to be perfommed b maintain less than maximum scum and sludge ac WRAadon the tank. The addition of biological or dwnlcal additives m enhance septic tank pefoimance is generally not required. in ems tnodu�s are used they shill be approved for septic tank use by the Department of Conan =. Safety and cunt -- a Tank The Pump ( dosing) tank shall be inspected at least acre every 3 years. All swiLhes, alarms, and pumps shag be tested to Y proper operation. If an efftuent later fs installed within the tank 1 shall be inspected and serviced as necessary. At rode Component and Pressure Distribution System o.trees.or s rubs s nu .... be p ante or allowed to grow on the component. Plantings may be made around the perimeter and the component shall be seeded and mulche to prevent erosion and to d as necessary provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the component is not allowed. Cold weather install- ations require the component to be heavily mulched for frost protection. Influent quality into the at -grade system may not exceed 220mg /L BODS, 150 mg /L TSS and mti FOG. Influent flow fo r t i may not exceed the maximum design flow specified in the permit fonstallation. f dal be flushed distributio Syste e nded �"" a flushing poirrt at the end of each lateral, and ti is reprunended that each mutated solids at least once every 18 months. When a pressure lest Is PecbMW I should be req to � � oermine ti on ce da99 9 has oc•�rrred and ti oc cps desning is Observation pipes within the dispersal cell shall be* checked for effluent ponding. Poading levels should be reported to the owner and any levels above 4 inches considered' as an impending hydraulic failure requiring additional, more frequent monitoring in accordance with•Comm 83.52 (2). General 'F s.87' -a shall be operated is accordance with Comm *82-84 Wis.Adm.Code and shall be maintained in accordance with Ws component manual SBD 10570 -P (1.6/99) - and .local and state rules pertaining to system maintenance and maintenance reporting.. No one should ever enter a septic or pump tank since A aandon %Wd shall be in a erous gases maybe present that could ease death. Septic and ccordartce w8h Comm Go 83.33, Wis. Adm. Code when the tanks aie no btcW used as Sepffc or pump tank manhole rfsers opsr>ings t service and ass . a= ss risers and Avers should be inspecW for water tightness and soundness. Access 8ssmera shall be seated watertigfnt upon the Completion of service. -Any opening deemed F. subJ b failure must be replaced, Exposed access o greater than tl•inches in diameter shall locking device to prevent acadental or unauthorized entry into a tank or component 4r1 clan ""' -- •- c Iftsepaatmtkoranyof _� . _- - - - -- �• - - ProPw 9 become defective the tank or component strap be repaired or reptd to keep the ' alarm orr bMd 0 Wk wirap�becorres defeC6ve the defectitire cartipottent sbd be wmponettt of the same or equal pafortmace. If the g=ene component - fails to accept ,;astevater'br be7gi7db to disc rg` ter - to the ground surface, it may be necessary to install as aerobic pre - treatment unit or .replace the component. Additional site and soil- evaluations may need to be done, and additional picas may - need to be prepared and approved by the Department of Co*merce,* Safety wad Buildings' Division. . Questioas.abont the operation maintenance of this system should�be directed to. The County / Zoning Office at 1► 3 The system installer at "11S_ ZS- °tRSR fn>>Pr�JC The tank manufacturer at Fspp_ -$ySH %VIQ's WR The effluent filter' manufacturer at $_ -pp - Z21 Th4L 'per n •, ' V I . .. ; ! ' .. •. -�� � � �� � ` R ' O . �� , t _ . -_.. .. .._ .. ... ._..sue . ;• - . ua �: 'S`��. - Y�L't. ... _ .'t':: - 4)3da' , Ls. - 40 AA }G , .7.t, ::y rt Yt, L�'w � *t "Y��•1.. .�. �7a �L f`f_ � tr�1FYt FSi + � .., .. .j z c�i'C -. } '� • - iP.h .. a.•t ., .., ::a'., srnr �>':..,. � Y :d :'wf f f >�, ..'A�'• .. *t Y.0 - } I'. " ^ ". :.rA� ... y�y`�... ,. ?C w.'. A� ...: - •1. .. - • :;w�K ,I t ... et.• s .r, 4+ .s v.S;s:. . _ J'3' ...t � ,. ...r. ... .. :t' -Y4... ',�:. Y 4 -: .. � :'C:. � 7 A . 1{W ♦ /$tl .R �! i Y.1.�• ., ,_.. � �Y,- ♦.y�x1n. '; Alr!!•.7.•' �. N'.! .1c . .7. ..\.� • -..,h e 1 E i F Parcel #: 038 - 1084 -40 -100 03/18/2005 11:38 AM PAGE 1 OF 1 Alt. Parcel #: 20.31.18.352C -10 038 - TOWN OF STAR PRAIRIE Current � X_' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): " = Current Owner * WILLIAM &CHERYL PERRON PERRON, WILLIAM & CHERYL 2016 CTY RD C SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description * 2016 CTY RD C SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 3.930 Plat: 0480 -CSM 11/3121 SEC 20 T31 N R18W PT SE SW BEING LOT 7 Block/Condo Bldg: LOT 7 CSM 11/3181 EXC PT TO CSM 12/3278 WD- 1214/334 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 20-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 04/26/2002 677361 1879/209 WD 01/24/2000 617285 1485/505 WD 11/12/1999 613733 1470/258 QC 08/08/1997 1256/438 LC more 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 30259 301,600 Valuations Last Changed: 10/14/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.930 41,700 273,200 314,900 NO Totals for 2004: General Property 3.930 41,700 273,200 314,900 Woodland 0.000 0 0 Totals for 2003: General Property 3.930 21,400 164,200 185,600 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin, Department of Industry SOIL AND SITE EVALUATION Labor and Human Relations page Divi pn of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in si Ptati County sf ' - include, but not limited to: vertical and horizontal reference point (B k dure*6' and 1 51 f percent slope, scale or dimensions, north arrow, and location and d' tiac,�to rtiear I I. D. # lo Z0 APPLICANT INFORMATION - Please print all into ron. , , , : :: ed by Date Personal information you provide may be used for secondary purposes (Pri v w, S. 15.04 (1) (m�). Prope ner� Prcation 1r 1 14 T N,R E (or W Property Owner's Mailing Addres o� r ubd. Name or C M# o s Z 7 City State Zip Code Phone Number ❑ ❑ g Town Nearest Road Sr � City Village DKNew Construction Use: ❑ Residential/ Number of bedroom Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate _bed, gpd /fF Q5 trench, gpd /ft Absorption area required Q_ bed, ft _ trench, ft Maximum design loading rate bed, gpd /ft 2 - 6 -(2�—_ trench, gpd /ft q Recommended infiltration surface elevation(s) /.3 ft (as referred to site plan benchmark) Additional design /site considerations Parent material at ) A — L. '�f \ Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ®S ❑ U 'B S ❑ U -E�] S Flu ❑ S e-U ❑ S a U ❑ S [ U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench I ' Ground elev., g •ss ft. Depth to limiting ; factor Remarks: Boring # , Ground elev. 9C. G 3 , ft. Depth to limiting factor 7Aftin. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number 3 1A10 s T � iyi - f , 1 k 1A.11 A 3 of =MO •: : M MUM== M= .- .M . cower ©r '. Dominant Color Structure r MM MM LOT 7 �I �� 3 /0 9 el -e- 53. - rv.�AJ HV S , /o0 r �oi; n 9 ®a T F r 7a2 30 3 01 40 011 qq I y s ( I � f c T`1 C r i ' co s FILED �o NOV 1 2 1996 ► DEC 1 2 1996 P jJ KATHLEEN H. WALSfi Il Register of N OS , St CroixCo.,WI ,� suwroas RECO ti �'�^ ✓` �� f4. Bearings are referenced to the w 0 North - South is l i n e of Section 0 W ' ��� ���� ti 20, assumed to bear N01 ° 04 1 52 11 E. 0 rt r° a ' I J , 4 O M O N UJTLATTED � ro L�1MJ� 3 m West line of the SEk of the SW4 , '" O SO 1 ° 20' 33 "W 1 5.51 ' f' . CFAXX COUNT'. S, 640.00' jff'Pr wwh*Planni G►S N 405.51' Zw*v end � �fl 4- Perks w O u m �= Pas Cavtt" O /• .r, N tt w N W- �G "' L „ !f not rociUded °° within 30 d*ys \< c \� ��♦ '. N01 0 20 1 33 11 E 480.84' Z OVaI S p r J '0 a° n 1 \ l m v < , LO :4 -• w w Ln 12 OD 1: w 39 V. ° s �o tz 00 of O z OD L9 0 1 0 N O N r, Ir ICA - - n G Cr 14 S9 F - ., c I -1 ,'3 ►-� O W ro ON O O 'n O fj ° N M H ;0 ♦ O ° o °, 208:85' ,� 0 i8 ►-4 M o F N01 - 20 1 33 11 E C* Z \ <i j ce 3 ul IT O N z N m \\ lJ\ \C, �b • °O I-- -D Ct S -4 n t%j fT-2 •N01 °04'52 "E 521.61' 8'x H =0 V 0 J t�. O 0z \`'� �� S> �w O 41 1-h w rt• Cny ro 1067.42' �� \ '• s3 f,. o a 0 'c i�-- -- \�C 3950.68 r N 250 t° '5 2 "E a -3 - a \ \ N O1 ° 04'5 �� 0 �' v c N01 ° 04'52 "E l \\) N01 04 52 "E � a N � d 'rt Ct � l� �� \ North - South k, 1 i ne (t ' `< p+- `n of Section 20 d m o m a o rt C1 rt 0 ' x K 0• n O I' Ir Fl- n. T N o 1` 7 c rt O '� I o I� I> Imo. I cn O M ? 3 a v IG Itf> N v lot 115 T v o � This instrument drafted by Michael Erickson Job No. 94 -107 Vol. 11 Page 3181 . 4 J r r : ' } G , . .. _,ie,!. or..a ,.. M9 a. ..r+ is .::�• �. .. l