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HomeMy WebLinkAbout038-1219-09-000sv,eM1am wiuirowruNn"mmno PRIVATE SEWAGE SYSTEM INSPECTION REPORT PAN INFORMATION (ATTACH TO PERMIn mmltwgLru¢nOXIA195GAVE St.mix 99GENERAL M N,Tm Hama, Nam BRIHN cn TOWN OFWom PSTAR PRAIRIE00ante,. d."Pa"202 TANK INFORMATION n ELEVATION DATA TYPE KUNUFACNNER r 1 CAPACITY STNION BQ3 Al FS EI£V. s°°"` }{— •�" /oDo K""'""" .4 AV. 14-o5 om 9.b 3 H5 97• / FI i smlun S. tz yy.Z. TANK SETBACK INFORMATIONOuce TANKTO PILvaWL sew" 5F 11 msmw" Id.S 47.'1 n,9e.ro,Aa". Ho4m -- sm spas", y. l 16.5 PUMPISIPHON INFORMATION FinvlGMe .j Zc D w SI cam, S.aS 97.1 .38' 1' ,ox F",u"L",. 1'1e Trj f FI O 7 AlQnPn Z SOIL ABSORPTION SYSTEM 5 aam'm sYSIEMTO PM1 a sILG WELL W* d D o 53" 'IOJL uxn e O'Vl+n DISTRIBUTION SYSTEM uu e!5¢e ,evA�a�,egm�h ur� mm 11 x15& Swing SOIL COVER mvuneFemuo" WO O, A,L,vm a lflms mry ceM �. 1 cegn �r vdpmn rnee d y � � R w� N. , All COMMENTS: Il�wfuaeezueFewee, perso-u pennt nc) Inwsv"s,. /Jv y I%I �I inwa A.a":lW7llffHAYE Mo nwp. f ram pi,� arm 2)Ri°"e,;n,. x�H ;m evn N 8 j fz, f41I� v SRo-639e (z wu) �P- 2017-42-4 a� AL wj+u fe" /{. gH= tp .P 1"'PUL �y✓ E/. 97. S/N� =�Y2 90 e 5w Ste; k La/-ri .7so**fie A'EI HE S/6 Ti/N 2/6�,/ Y-fcopy Iq DIVISION OF INDUS RY SERVICES = Mee 1054I N RANCH RD HAVWAROWI 5e4,e34462 4I0: aI Coma True, Coley pa ICI nuppn.oa.n9oemm9rem✓�m�try..mm, an swap Welker. Covemw Laura OuuNn;S'u q May W, 2017 CUST ID No, 22147I AP('N, P0W'/3' /mpeclo+ DENNIS J GILLE ZONING OFFICE GILLE TRUCKING& EXCAVATING, INC. ST CROIX COUNTY SPLk 352140TH ST 1101 CARMICHAEL RD AMERY W1 54001.2840 HUDSON WI 54016-770 CONDITIONAL APPROVAL Idenli&amen Number PLAN APPROVAL EXPIRES: OS 019 Sice o93119fioien lON3reutl 1DNo8332 SITE: Plesse meet to MNidenmfienine.... bars, Dave Brill above, in all mms with the 220TH Ave Town of Star pride So Ctoix County NEIAUPI/U S 14, T31 N, R 18W FOR: Description: Mound, 2 bedroom moderate Object Type'. FOWTS Component Manual Regulated Object ID No.: 1701778 COPIOIT Maintenance mquircdl 300 GPO Flow me; 16 in Soil minimum depth to limiting factor from engical grade; Sysmmi Mound Component Manual- Van0, SBD-10601R (N 01N1. R. 10112). Pressure Distribmim Component Mutual - Van .20,SBD-IOTIIS-PIN01/01, R. Hill 2), SSWMP Pub 9.6; Effluent f imr OiOF BA )Fr551C The submittal described above has bcen reviewed foe curfomlanm with applicable Wisconsin Adminulrative C¢pgpN and W isconsin Slatmw. The submittal hasbeen CONDITIONALLY APPROVED. This system is W be to and located in accordance with Me enclosed approved plans and with any component manual(s) refesenced alsoNio The owner, u defined in chapter 101.01(10), W iswnsin Smtum, is responsible far compliance with all Code requirements - CO Nopeemnmayengageinorwo*atplumbinginthesmieunlenlicensMtodusobylheIXpamnent 5.06, The following conditions shall be met during constitution or installation and prior m occupancy or sew: Key Items) In the event Nis soil absorption system or any ofib component pans malfunctions so steams a health Finished, the Imports owner must follow Me contingency plan in Mounted in the approved plans. In addition the mucher meet anume that Me diamonds. maintenance and monitoring duties As desrnbed in senior Vlll ofthe mound componmt manual are handled with. A copy of this mainstream mina be given to Me owner upon completion Of the Project Par scale, Me slope appears red core 0 indicated in the plan sObmital, The homes of the distribution cell shall be level par Me Mound Component Manual. The "D" dimension small be a minimum of 20". The minimum finished slope of Me mound surfare shall be equal m or less than 3:1 per Me Mound Component Manual. • Cue must betakes to plasmethe Leave mork during constitution or resesttabliZied prior to plowing. Reminder • "a orientation of Me mound system most be such Men he longest dimension is oriented alom the suRam Contomper SP839344(6Xa)2. e Limit tenants in the mea 15 bryond the down slope edge of Go mound Per Mound Component Manual. • Surfame water drairngechall he diverted away firms the system arm per Mound Component Mural. • Materiels shall canfnm to Me requiamenuof 5PS 384. • Mainnam well and waterline set bucks Per SP5381A3(gXi). Commit me Depanmmt of Natural Resources for wall throw" and other regulations and exceptions. A copy Of me approved plans, specifications and Nis leper shall be on -six during construction tied open W inspection by authorized representatives offhe Depmnne^L whid may inch We had impactors. All permits required by the sure or de local municipality shall be abtmnN prior DO commencement of comtmtti(Mimullmioncopemmn. In granting this approval the Division of Industry Servim reserves the night to requires changes or additions should cotMinons else making them necessary for code compliance. As per Gate than 101.12(2), Im[hing in this review shall relieve the desigwor of me raicamm iliry for designing a safe building, slrvcNrs,, Of component. Inquires commuting this corrtspOndence may be made to me at the relephom number listed below, Mat the address on Nis overheard. The above left Morocco shall provide a ropy of Nis lever and the FOWTS management plan to the owner and any Others Who are reSPensiblefor meimullation, operation or maitM eofthe FOWTS. emaercy. Fee pequired5 230.00 ��� This Amount Will Ce Invoicetl. WM1rn You peceive Thut Invoice, Patricia L SM1antlorf Please Include eC^py Wph Your POWTS Plan Reviewer, Division of Industry Servitts p^ymem Suomitml. (715)6347810, Fax: 915 6345150, Mo- W1SMggT cMe: 969J ( ) PB:OO vrt -0:45 p.m. pauhaneorf®wianonam.gov m Edwin A Taylor, Wastewmm Specialist, (715) 6343484, Monday- Flday 8:00 am To 4:30 pm DENNIS I ORLE Vogt 5uR017 Susfaze water drainage atoll Ee diverted away ffom the systnn area per Mound Componml Manuel Mererials ahallwN wLe mlu'vemmis ofSP5l8a. Maintain well and wnnlime sn backs pn SPS 38343(B)(O, Comult Ne punctuation; of Natural Resources for well setbacks and other regulations and excepliom. A copy of The approved plans, spenjourbous and Lis Imo shall be on -site during contribution and open to irspL ecti0n by auurized represeonahces of the Ceputment, which may include Iwl hupenms. All pmnita required by to $into m the local municipality, shall be obtained prior to mmmencemm[Of wn$uuctloNmsWletim/opamion. In granting Lis approval Le Drivisim of January Services reserves dre right w requhe changes Or addition$ should condimrts arise making them necessary for code wmpbarem As per ionic 512%101I2(1), nothing in this review $hell reheve the designer of the responsibility fin dmgaiog a safe bnadwg, much^[, or omponma loquvies concanmg Ws comspnMence maybe made to me at the telephone le mMf listed below, m an Oe address on this towhead. The above left addressee shall provide a copy of this lens and the POWTS manhgemmt pW w lie owns and any orders who arc responsible for the mstalUtim, opetadou or mew[enanu of the POWTS. Sincerely, Fa Regnbedg 250.00 ®� s� Am This Will Be lovoiced. J� Whin You Receive TWt lnvoiK Pleachlcludeacopy WRhyour Pm'icu L Shimdoef puymmt Submiml, POWTS Plan Renewer, Oivisiun of lndumy, Smices WiSMA0.T CWe:]633 (715) 634-7810, Fax: (715) 634-5150, M-F 8:00 am 4 45 p.m petshandorF@wlscoosmgov or Edwin A Taylor, Wanewmer Specialist (715) 6343484, Monday- Friday 8 W am To 4:30 pm PFCEIVED t- r B 2c17 MOUND AND PRESSURE DISTRIBUTION COMPONENJW CERVICG' Residential Application INDEX AND TITLE PAGE Project Name: DAVE 881NN Downers Name'. GAVE BRINN Owners Morass: 986 MAGNOR LAKE LANE CIAYTON Vtl 54004 Legal Deacreptipn: NE NE 514 T 31 N R18 W Township: STAR PRAIRE County. ST. CROIX Subdivision Name: BRITTS WAY gLt-Y Lot Number: 9 Seek too at y ARO PameIID. Number: (I36-1218A9-000 SERVICES Plan Transaction No iTRy Page 1 Index and We Paget Data entry Page Mound drawings _, E Page Lateral and dose tank 5 System ce specifications Pa6 Page d coManagement and 9e plan p 7 Pur/ a anespecificztions Page 1 s � I o. Designer DENNIS GILLE License Number 221471 Data 0411wilF Phone Number: 715-2684631 Signature Designed passed b the Mound Component Manual M POR?B Version 20 SBD 1Carl 1R IN. 01101, R. 10112). and both B Publication 9 6 Poor 5L doi ) d Pressure Distresses, Component Manual Vet20 5BD-107WP IN01NR 10112 Version ] O IR. 11112) Page 101 7 ' ;�kCt1VED r a 1017 �HAr Mound and Pressure Distribution Component Design Design Worksheet :UOUS. SERVICp` site Information R or C) R ResitlenGal or Commercial Desl ( 90 Nde. smaar lot ulcula0ona slime• ee 81:3 muIU roneenmem for 200.00 Eslmetetl Wastewater Flow (gPtl) <_)s lofive 1.50 Peaking Favlor al 15 =150%) ago W Design Flow bill 14.00 sae slope (%) s165 Contour Line Elevation (ft) 16.00 Depth W Limiting harbor (in) 0.50 In -situ Poll Application Rate (odd DlstriboXon Cell Information peal Cell Length Along Contour (ft) = ]5.00 Dispersal 4 00 0 Cell WtlN (ft) Idol Dispersal Cell Design Leading Rate (g1Nl/1<i 1 Influent Wastewater Quality 0 or 21 Are the laterals the highest fail b tin (C or E)I 3.5Y s'y Postal Distribution IMormation Center End Manifold Lateral Spacing(X) Number of LalerzlsOrifice Diameter(in) Es�ted OriOce gene g (X) Foreamain Diameter (in) Forremain Length No Pump Tank Elevation dC System Head (ft) x 1.3 Ved LiX (fl) Fiichon Lnsa (Ip In -one Filter Lass (k) Total Dynamic Head (ft) 4.55 640 1 3:12 0.0 te.65 LNeralD in Iselection in. dia. pti00a ch0ica 0 ]5 aB 1.25 X 150 It 2 00 3.00 In the tllsln u o network? Enter Y or N If N above enter the elevation of the highest Point. a 1] nrrormce Does the Incensed drain back? 1631 Famemein Dreinteack sial) 5x Vold Volume (gap Minimum Dose Verume(gal) system Demand (spin) 46.83 63.14 38 ]] =00— Leansermincr, Project. DAVE BRIHN Page 20f Mound Plan and Cross Section Views Mound Component Dimensions A C 001! E 2672 in H 1,00 % K 11.151[ B ]500fl F 925 in x iB 09% L e]31% D 2000 in G 050fl J 62t% w 2630it 300 00 do) Dispersal Cell Area 16fi8 ]9 (fl°) Bell Area Available 0 00 (gi Linear Loading Rate 1 ].50 (%)1I10 B Oba. Pipe Placement Mound Cross Section View Aggregate Devoted Area Finished Grade 9809)%)—� H F pe 96 DI 82 (11) Late21 9532 dg) s Invert Dlepersai Cell Elevation ❑ �� 9065(%) Contour Elevation 140 to Site Slope Ge x,,1,e Fabric Cover ShadingK y ga � obPered Cell 5 I:: t Ison p So T P aronu e,am. Q Subsoil cap 1 s n //—�'—� j pacinpas en t mis. © ASTM C33 Sand v2 `00�a F Lip Mh pNeely Tilled Layer ,cE oy6N T°pN © aror'nnenl poll me Aggregate �— + dranfeewmn our Pon). --A—� Project. DAVE BBIHN Page 3 of 7 Center Connection Lateral Layout Diagram T P $ n'• —rl«.rcl eo-� Pt a.... a nor SP, TM138u 3oana Number of Laterals 4 Ordice DiSoler 0156 1n LaRlal Diameter 125 m On0ce Spacing (X) 210 fl Lateral Length P) W 75 fl Divides per Lateral 18 Latilsl Sparring (5) 2.00 fl Ortllce Density 4.17 ft°/odHce Lateral Flow Rate 9.8E gpm Manifold Length 2.00 ft System Flow Rate 38.7 gpm Manifold Diameter 125 in Total Dynamic Head 16.55 It Forcemein velocity 3.96 dead Dose Tank InformationLoord ver.nn remark n ideal.. ad..rcmpne am Bromer ea Far NEC 300 and —� SPS 315300 WAC Tank doinve lia star vaned HUFFC`TT CONCR Manufaclm Gallons poll Cartel 600,00 Volume 15.96 Dimension Inches Gallons A 276a "1.10 B 200 3192 C 3 % SO 14 O 4.01 63.84 Total 3Z59 600.c0 2r t iB Alarm Manualacturer LEVELAt RM Alarm Model Number OVL Pump Manufacturer ZOELLER Pump Model Number IN 140 Pump Must Deliver 3aP gpm at 1665 If TDH Project'. DAVE BRIHN _ 1 4 in Min — 1� All Manor son eryfduhmeler 2 in p how onnri- Note. Switches Containing mercury may not be used In this system. Page 40f 7 Mound System Maintannance and Operation Specificabons Sei Prpvitlefs Name DENNIS GILLE Phone ]15-2fi8E63] PORTS Regulator's Name ST.CROIXC I y 2ONING Phone ]15-3864680 Svetere Flow and Lad Paramall Design FlowPeak300 gptl Maximum Influent Pal Se 1/8 in Estimated Flow -Average 200 gptl Maximum GODS 220 mglL Sepik Tank CapacityiW0 gal Maximum ISSI 150 mg/L Soil Adsorption Component Size 300 fl Maximum FOG 1 30 mg/L TYP, M Wastewater Domestic I Maximum Fecal Golifuml >10E4 Mu/100 mL Settle and Pump Tan4 Effluent litter Pump and Controls. Ali Pressure System Mound ONer Service Frei Ina ceanE/orrvonceNyu� eve 3 ears ev ery SM1cultl Ins eM end cleanat leastTedanueve 3 soouldteatMora atals sear dbusdantl reunbeoo antl see a ebeven 3 years Miscellaneous Conatiouchon and m$tandems t. Observation pipes are slotted and materials conform to Table BPS 384.30-1 have a watertight up, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate cookbooks to BPS 38E.30 (6)(1), W'¢. Pull Code. 3. All gravity and pressure plying materials conform to the requirements in SPS 3M Wis. Mm. Code. Liable chisel 5. The mound sluci and loner disturbed areas will be seeded and Mulched to and help reduce host penetration. prevent Soil erosion Lateral Turn -up Detail Finished M45 Grade 6-8" DiameterLawn �Threaded Cleanout Sprinkler Valve BoxPlug or Ba l Valve Dismbutionp Baseg90 ords me Dlamele� as Lateral Plout DAVE BRIHN Page 5 Of Mound System Management Plan Pursuant to BPS hall Wis. Adm. Code This aplars Wall be g Mr rna=dgnq aim BPS 082.84WIe.M CMe, and shall rmnremeo In awpance mh na'cwnpol helhush �SBD-GWI-P IN OINI, R. IW12). SSW Pudueon 96 Cho p, and Preaaure thimbi Component Manual Fiber 20 Si 107a IH 01M1,RfWII)�eM looloralale rubepNinNpb¢yNemmembnanw ado malMenan®rapning. PUMP SewicFdnaPmp UnaeMMOnmenl shall benkByron dO�ll's aanmards shfor$83 ll9M May OWeAdm Curtis wO Present thus benarhe tanksa hall PoWISmmponanp ono Under uaNas SAS, 01 Pump lank manhole rlgrs, ecuw nest and wve Wood be inp I Me NrxQ assessment Mn aater tphhirl and wundnm. fe braeaM assesent Shell McF,gNupon the pW,on 01 eeMceer . n.ng M,md a mIl demotes, in aryl �wtof ed` nnmusst eM lwlagd, E.pwea ecns¢ OPenmg¢ preaMman BrncMain diamNerahall M wcured by en eXepiverOGlrp d 10 1 h"@ entry Into a lank or wmpowe Shall Tark e swfic Pink Shea M maintained OF an 'WwMual Ian hall b ertpaad elan acw t lush Me 113 WaArm. Class The oppose mMMion Ithe World tanSony k OUM fillermMela as ,M"W at listed num, 1,dry 2 year; ymawnon. Fee cutlet filerehell M deftd as mmau t0 mom pmev operationadd Made 11 'less i so the . IDe OXerudndge sndial ,up n01h nmovManlnag0vlalan¢ fears its Offer be MN"d d the alarm �u a llvaktl inuous bm.Ilknl M1lM1raylmSmryeeMvak Sugeflwe nthe I �air wumpeMinp mMmawuShe pink.sepw lent Mae Mm IS Mi m MW when me whime Ma rl and so" m me lank ert ods 1M me IAMB volume 01 me Nthe cmdr,m N lnemnk ale me mowed M In, drum W a der anhossfrel m anted Mason hall anti aevle. be Amer of shall theriseCe sae¢10 mft"gab m.abin a"than wumum scum adults sell' nme Blnk. a•of aokelwl additives to mhan wmand per 8w wla mp not rteenee. Xowaer. d.uM prOenm area they War? be aPPrme Be Apollo fon uw by Me Cwa menlol Comm.rw. op.mlwM IfOn:m.enaramftshall igaum ludo hetankItS ne�edand.emIas nears'n ap:nps¢naa helmMlPverM Procer Nalreel OF anmesshould be q.nNe ohm. or Mi or oee made amuna me mmna¢ POfi l".. and mall I be n b Piavem emal ,ielb Pnrwps newraetlmn from hell PIICIa Ilm. Tr r (omnlnanmr vas el . rem on Be mound la rawmm naM [M hinder bn astray Mound am �n:,�omPaw[on the Marernwea a anrs,w nmav em hem audawaattth lop n be nwvgy manta asg ion from IroalPmnrnimuCelO wanner ln¢ unlomlMYe eluamaltlaremal lxp t 1 b me1L Tim. 10 mycoc old IM aneidl w m mmi n hetry Boore. ls�b mmvs FAA and w meal Yoe mr¢.wlm;,lm.m M.. or no. mceThe Pros reJiNlbuh p es pprormed wan a flusnlrp am eM Nears Warat and MndMtnm mammalN heMeesYsi Wsin l System ncmn. Of ae M snwMd to MgpamemNe,SM,lmt,o Mohm ISO Marsha. alnwleeln eNennmed[,dpe wPPng na¢o¢eu'mmemanmlr¢d mmewreymrtd l0 mmm.m.Pnalmnnbuticn a.eraamn Pw' „ihln the da L,NaebnmsnmeawooasbeaaS2nim riding ernewdbremgv,,nodlde. Penang reanaanaaxuirm In Meovrer.n any wnawg nvdmm¢mwm haemay.aeebmr, m m keewm m[dlmnng. nmasehnconu Pnvmn¢wmpnn.npb.wmed.reares Me tanko wampenam Shell b n dtow Pthe upkr, If whe dons Bank . e day oriePau mound Or MPIpimnk,p ap m IOfUSslm renal) any Eande ktlhra Ne Qktlm Be Prep dwnn w to e�of m.wmeur Small wmp0nemt 11 ahaay p,F ias lma mound mnporeWMtaft WnMdual abalMbasal a6tor he aIlelOccusor N wwrbbned oegiant Whapprd MXbeow ant or middle aaeaNmbun nym:mnngene laev on"Su Bamdgm Carl m�SOW OSyste allladerlp per Worke soand lw. al Mocl yo n Oe PCWeS roes IOx. imI'm"mw I'dlaeuk ofmanarmemers and mFltemn� ,.men a aw® aunt as Pump[ heal mPnw IF mamkrnnn und 01 padre anwmenp ant a m mo nueed pa M of the yrzn manyemena plan Or thin sralxn. ma PRMISMA DAVE BRMN Page 6 of INSTALLATION INSTRUCTIONS PL-525/PL-625 FILTER INSTALLATION INSTRUCTIONS ath�r� ! . of � [. C 1 I Step 1: {sin I. (A) Laccle, Me MITI,fthe sepuctak pep2 Step 3: (d)Remove lack cover and pump tank fill¢Before I IIto me coalon, place µa (A)GinsM fil@ M1 ng on the f neceasery. housing Flpe gel pipe, (B) Make sure Met Me housing (B)Insart Me filler(IMMI in Me Is peskiest co Me filler can be housing, Maki', sure me filler napianoved (Mah the inl nMCe far and canvas "'MEn Is PmpMy allgp¢J antl co Ple44y trashed In Me nouame7 —ITT MAINTENANCE INSTRUCTIONS 17 Stop 1: n r i r—1 , i Lwa@the coal0 Me mook, pit (A) Relative lank cover and (A)13: I(nemssay. pump Stop3crl lM1n GXcrwMJga bsGc inlo Me me housing making sure (B)FUIINefiller oul of Me M1ousi�g. Me filler is pcperty alighecl II BE RUBBER GLOVES r (C)IlwsoRNefilaoargresaPfiP6M and complicity lnsWe WRENCLEANING RLTER )=1i Ns �l bam Nb V¢ (a) Replan septic Isnk Maanr roruumAyrxF.w.iow oamn,rt - _ _ FFiit61INNOEWAEXWE �I CUNSUII IR.IUN/I"I SPECIAL ANPLICATI0N5 1 ,filial"w m pryt man F Said W airnie. rM v Ph 1• L. O I ru �1r, .ml III �Mo I� iJ 1_ISI" NIA Il ., O F1 I� I I I I 13 ON1 B F;1 sli,l .. -L[ ION Gpip[ L 9^Fl1p8f-Van �IprffIn In ON 1�q1:• I V Ntlf I v ..m... 1 _ , aI'd i. I11 .I N VE POWERED DESIGN vl I LOW IS PRg,aeneduS, a .,r �`^'m"' , didal '" =1woixwsie.e—co.0 .s ^f ar* gM=Mty.P �„ Puck rL /on, 0� I,� 7u HEl HFh r/6 T3iry K/AU e0 S1.ei Pa;ra SIT. ('ROI] COISTI' SEE I IC TASK b1AINTESANCE AGREEMENT AND OWNERSHIP CERTIFICATION PORM Maid Aea.,a -71C Propi Add es ;ak 7 z zo dl- Aver kit lZ d.arnalk ek rcr 1 nJ-nrmu t vl{trooft1will Ill III' eallo',jeald I Caoamte N..: � m,,,e/ w,r Pa2enawmreadon samner o' _ _ _ LEGAL DES('RIPTION p ProfayeLocation /)e ,, /✓E4Se e /.p.T ?/ FR /�\4 Too S'-Eir Pn -osr toll 'Scott Plat'.�a� 2'ry-, WAY LOjr S/9 C�6-G7 ,Lock«/ Certiletl Sarre,' %lap q------ Volume 6 .- _ r Pi = Y3y7 Warranty Deed - _. fbefore^_009)Oolmne ,PageI ve M1nme Qo m I. a l inmJan W'mtetar" 111. .Ski Ell %I.V t LNAN( 'F AND OWNER (' :RTIFR ATIOS nnx plc I like kid,- A .v P I. Paill nvn II Aa. 11 IJIt f' JP p` I' uPit 'm Wrn n n v _ f lr N( ,Sm M1.Lmmn. wxv 11 ,-JI 1 I.. •r II 14c 10 J t o CI M1 w JII f. JPlay, Lo IM1u III Lad All a JAi _,fvraIl aM Poll g('nu 11 p Ewa IN I like III Illaboarll do.E . Ir J stal&1J 1 M1 p xvk kid, \WI 1%C d, sle x f ui Hu rv.u. f'° (I P 1 (onn'll W yu 'TreatI1�3lI.. vv Iv nda, l IIUN nM111111old Ill it, ra11i, all arvlxr,d JI vni n"I4 JcvIunL��ILF^erarl rrN -1 aw se levn... a q o fdv 1vvJ.r liva. Number of bedrooms Z— li SI(iKA.I('ANTISI - S/Y_F7 DA IT ,•an'frni,amr llm IN mnnpiwmuJ nmp uwN in nw,ar awo liar 11r h,,i bp mol lat... S/vn.l rr kpvnxnl nh"IN 1 ITI nn de Cited use li. ,I'l)11d1w, Jneapt etire k d mryr IHF. t'.0i1131 ., I I �ni z BRITTS WAY •-.`�-yam' .: :,,,. � dl I: O ST. CROI OUNTY ('nnunu lift IhyrIt q iIf? rlbf Ilk'tfai Ime III July 10c,2017 P1W L1[P-2011-025' David BnM 1097 220°Are New Richimoand, W1540b R6: LI Use Pmnit— Rural Residential, 56mcland Ske Add own: 109'I 220a Ave Legal: Section 16, To mbrip 31 N, Range 18W. Parcel 4: 039 1219-09-000 Town: Starpmecis Welt Brill, This letter m to adviselmothe Cgmmnaily 4valopmenl Departrrent (CUD) Mffhave mowed your LetW Use formal application for tbeconstruction offs new driveway, garage, and Marne within the Ru al Residential sued Mounting ] ing DismuI The rdiwst fee a lad Use permit for bmn apparf bared upon the fallowing findings: • All whacks baxtl on the sire plan love been reel road Me emissions moves Me 35-Mrs: maumum height requirement fine pMcipal snmmre- • All amicmres corer Me75'wmack fiom Me OHWM oardmary high water mark) of 918.2' limp on be Bria's Way Phil, • The Teat impevious suuf calculatW is a 9%. therefore no mitigation plans are requited. hunts and confusion ronwl plans have son provided bar of or errcel WI TecM1mcal srammds. B" on themAfed' 41101flool Qf to I And 1hal Perin is subaerstMa bilowiraff conditions I. Apre-cmustroctiov inspection is required m verify erosion control installation and prepare setbck ra ommems. R is the lendowner's responsibility to have dminapeasenourf property lines, std OtIWM wileclus speed prim to uupective, It is Me applicant's responsibility chMulc this inspection wid, Cerrrmuniry Development 1) yubsom such 2. Erosion control and seeding shell he installed according go Me Go" forms Gmtml Plan prior m my land disturbance activities. ga Corm County waves the right an "miss additional wortion control r.womm um be insple i during mrumretion if fared necessary due b sin, specific conditions. 3. Appropriately Pepping Ole seedbed and reseeding for the temporary gavel aria per WDNR Twuhnical bm brls. 4. Sedirrtent mil regime control shall WE he removed hef the projxt site marines a pout mar Imet 30 % peremlial vegemlive cove. 5. Ymmnem vegsmtim shall M eabbliNM nice firul gnde is pat nowsI temporery snot occur such as Omer, winm wheat6.Eor rye!edit be applied on all diatebed amv il. aA, u armor a¢ur prior b geffember, 156. Wrmut seed and mulch may be raluiretl dlv fteerc up. ITone 715.M60690 Government Centeq 1101 Cofmi heel Road HWeon, w154016 Pox ]15.386.4Cd6 ST. CROI OUNTY IME33112shma . a i, nitervnft= .... m t,,I1Irr i'' „f ).,r air, if' 6 ApuetM.nmlructloo tnapecshis will be required prior to mmnvingemsuir mmml messiva to determine Me entire project site has rexuard a point a)115k guaranteed vindicative cover. his the npplitamhgent'S merpansilollty m schduletbie with rbe CDD staff. ). It is the applicant's tulunsibiliry to secure say other required head. Me or fMe21 permits) and approvaNr) prior to had distuMnce activity 8. Failure to wmpry with the terra or aonditime above may result in Me revocation ofihin permit by Me mgf Administrator according W Chapter 17d0(13). This Pmmit is volid far one year, with the possibility scup to two (2) six month utrnsions if Nu applicant submits the apprommic permit corrosion fee and documentation to the CDD shelf The permit mod u recmnmendetl 0 be po esel an Me Taff IT IS TFIB APPLICANT VAGFNTS RESPONSIBILITY TO ARRANGE WSPECr1ONS. FAE.IIlOE TO DOSOMAYRESULTMACITATION. Priorsanmspectioq Me CDData "lbegivenatminimum 2 full Mainess days' ndim m enmm she inspection time can be somngd. This approval is subject m Me conditions lined stove, it does not alkew for any additional construction, snucnues, galling, paving filling or clearing of vegetation beyond Me limits afthis request. Thu permit Men Dot approve Neighboring ahn nor Mute projects within the site. For any other pmjmWplans Makes word Me CDD staff Your information will remain an final Me St. Goix Coanty Cmmmtrnay Development Department suite. It is your responsibility w ensure mmplunce with any calker local, stale, or Wend cemiiring or mguluiona including cwaxeng Me town of Sao Pawn and Me Wisconsin D�t OfNe col Remurcm to inquire if additional lenniwnins are explained. Please fl free towntmt me with any questions orwnmms. I am rypimlly available Mauday-Friday hen 8:110.5 W PM. If you would like w aGedule an inspection, please call Me Of offers m they can direct the not available staffrrember macmmmdate your request its lest as po®ible; (715) 386d380. Respectfully Nicole Hays P l Land Uss Technician EC: Town of Star Pr iris Xi File PhoneIl53864640 Gavemmi Center, 1101 Corsair Road Hudsoq Wl 54016 Fox A5.3864686 220th Ave. IMPERVIOUS SURFACE AREA WITHIN 3004 OF PONDS/WETLANDS HOUSE & GARAGE = 2100 Sq. Ff. DRIVEWAY = 3900 Sq.Ff. TOTAL OF 6000 S0. FT. = 4.9% building self drainage easement I ' I . SCALE: 1" _ ! 04 50' r 11a5 < SOIL EVALUATION REPORT t a 3 Wu snl pWment d Camimce Py almlond We and BulldlnAe xr,n n.<...0 W'. Ae.n TMS MmXm'npkbpepmmp3Primmetluna%rll Ymubm. Mmet oumv SI Gcu mom Nxom p>M 0, are wnem Iwm+.wre,xmwma�®me�mmm.mw,axlranaudmiwammrW �mt. P nr YOnromaCon. —. Im om r.mmmwum,Wm,m�.d I:.wlnimll. Pmmm Sp S w •mLoown dal v 2D w NE 19 NE ip$ 16 T II NR Itl W P mMG«"e eredWe 712 Rwam$Ieeel Sane 3[O JUN I g p002 aap sum. N.m wL$bv ''gy�p,�//�� .Y—./ _esm PN �. co — —4 e4 _ RmparrylprA QNTY cM Vm"✓ o amslawe Scmemel WI 2( 51arPmlrie 2 AW ✓ Nmr Gemeudim cW. y gmWrNellNunmrp5mrcane 3 Lwaderh'eG dmgnPwnu -450 GPo Mpl.mmem Pueuoor.ummemal-CeeeXM. _ Glaoal Tll - -. __ _. ppm peMelwelon.Hpollm'e _ NA mn�nmmm prN m. gneis lebN bre nqum cyeidm. SYelem elevalgnie B8.32'meed oh uvxour l'm9eW51bbm el 91fi5'. Ceplb to Ymi4np ktloria l8'. ebpe le l0%. �mXn98 so ✓Pd n9 Gmund Surkm Nev._ 9$_55 t NWwlmmwh=r 16m Sq fAdbnfleb Ila¢ai uM R� SEWre wim R.m+Y Ren 0®S' 1 DG 1ar>(2 ma 1 zrrpr mNr 2M V 1 5 e pm M zmH H IL z 3 S1$ 1Gvmra 1gr5!3 vfmrMP66 - 2d 7;5 1 Y 2hMma_ m1r 2bk � mh 5 5..... e 1628 — 5 0 26i8 4W4 lepymOr[ w 2mabx m% B mm msumwel... 95.55 rt ppnw lmana r.3m 16 ✓ Pa'n«. WW OniwaG<rcmu tm/e 9gWe WNH® Batbrl 1 aT mv� rare 1 zm9r mm m I zm H _s '�, 9 2 3 T-19 10/*M9 � 101rI16 r7 5r5y� �" j151'd� 1 I zhbx r 2mYM mm mh 9e/ zm zl w H 5 .3 9 .9 1&25 0 25 7Sy*0. �]ymR tl al 2ma •1- EM? T<2IDngrL xA ns-W<1°Amgi 'E111mn1a]• 60o<_SprgL m1T55<ypwyi c9Txmm(P Wpbml sgnmam // csr xumbx Tbmrea J,$ m /.�.L.a a2zaza imma TomsmmN .—...-- cxumear oxa EmemlaWd te"= SBS Va U naa B/r.Oz Tt55E98G51 GrtmnY Qner 4aM Pmpa tF aomuo In - Fwn_z a_] ❑j BUIRi rPnnna Gmunesnmmenn_ 9193 _n. TIkw IlmlMefM - 19 F S]I.p}Y'Nn64 IWan onu oom Cokx Muw gnnI rown Ou. S[.fiwlfb' m se., 0.49n weWm meF.r Putl 4M FAi3 1 2 iJ M 818 14 %50 16yY.V3none 10yNp r k'a6 loyiaa Ib ry2 SYraa mnpqNeM I �2Rbk 11 2 eEk y Nr mM1 I mh mh us 9+ ce' .._ R Z NM 21 5 5� 5 1 T' .0 6 9 .e .s ❑Bmi9i Wnn9 G wjnnnWMIWor Gwunu SURe_. _._ Gilpf[NiGA Pft meb¢— 5 MUM Ou.6r.W TwM G. Sx.6n. 6re�n &uFUI PUY M 1 ❑Fnnli,� UOSM uekr._._ _M1. w.gnwf Arewar 6N wG G.A M>Mn n MurM G. a SM O{pk4nP1 4XI11 TMWim 'Efllun6il =BW y>3]<)pmgLeM i66>N1W mqt 'E�ii.GGOS�]o mpleMT66<6pnw4 LOT....q ..N.... &..... 16 ACRES ,p LC LOT yy iS ACRES a u LOT 8 226 ACRES ' azr ' 9 ns• wer COTS L6 ACRES 'g 9 O 4 O LOT'( i p 1.5 ACRES a .... „"�w.., {(On J. �in fen jFa C.nfv I)Ai.5c, I SCALE r• = zoo' r�a.t Tf - zf�d- 3B3 CONCEPTMAP 10 LOTS -MINIMUM SIZE 1.7 ACRES -AVERAGE 2.0+ACRES THIS CONCEPT LS SUBJECT To CHANGE BASED ON FIELD SURVE TOPOGRAPHY. SOILS AND RFwFw RY rnvFaur,. wal Anew Bx HOF VEF IMPERVIOUS SURFACE AREA WITHIN 300' OF PONDS/WETLANDS HOUSE 8 GARAGE = Ft Sq. SCALE I" = 50' Ft. DRIVEWAY = 3900 Sq Ff. 0' 50' 100' TOTAL OF 6000 SO. FT. = 4.9%