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HomeMy WebLinkAbout040-1318-00-994 St. Croix ,ns.con ]c;rartrirnt c'Cornr'rr_e PRIVATE SEWAGE SYSTEM cam:arr Pcfmn No INSPECTION REPORT 600288 kA I TACH 10 PEM-1111 51atr. Plan 17 No GENERAL INFORMATION v,,ac I aw s a't :rrlr3,i1 Pr:z:Onal nYP.•... to.. )cu I. ov cc nay On usod lot 5r'::C•Carf ,ape 5e5 Y P:,rCCI ldr No amr: ,rY 040-1318-00-994 c: I N High Tyde, LLC TOWN OF TROY J 1gn.TOw doge :rc No h HN e: nAl n , - 11.28.19.2140 M tl. DD 1`ti' g HI FS FLLV TANK INFORMATION ELEVATION DATA 1 ! CAPACITY STATION IYPF }.1ANl1FAC1URER L - Bencnmalk Agnt sepic v Semi F'l S At. AM 1 ~C /L 3 1 zs G5 SUHt Intel C, S "Old nq, Sunk Outlet \ TANK SETBACK INFORMATION TANK I p:} 41/FLL BLDG rem Arr r"u<C RUAL` DI Intel / F-o, ~ ttl DOllom `FA1 If -1 f - 1 Scplir. f 7 _ HcadeuMan L r Dosing 1 I jj' ! Dist Pipe' 1z J7' Anlalino _ Ool System 1Z Y Ina, Grade l/. 1,5 /G PUMPISIPHON INFORMATION Demand 51 Cover IN / q A 3 c~ N1anNagdrr., ' (;Pm I. GL. a 4f~.. Monel NUmbM I DH Lilt t nchon Ln. ~ System Head TD"1 r ,w,t to t^~en 1 Forcemaln lengltl Olac_ / 5 - - 1 SOIL ABSORPTION SYSTEM PIi DIM M !ENSIONS No Of Pu+ inside Cc3 LIgmd Ccpte BEUfTRENCH Nv ;henrn vdd!n ; DIMENSIONS 1 a?L.' n LEACHING t.Idnulaqurer. P!L HI DG :4'LLI LAKFiST:2LA1, \ SETBACK SYSTEM TU CHAMBER OR cl NumtC it UNIT T ldoo'. _ INFORMAYION .,.r ys:em /4 S t'~• v "cic $pacmg / V DISTRIBUTION SYSTEM All ,Nnles;,.r t v (ffe t)rsl. antrun 3 Z I n~:r_ Sc+rc+•a ,eon:nom c'a _ - to^atn_. Only zz Mound Or At-Grade Systems only av Nulcned SOIL COVER X Pressure Systems th nr ra s~adrni4oddec No Dept` i>ve' ve5 No Ves ❑r.p;h O.'r. Topsoil , 3c~1: t'r:nCM1 vclllef ~~~,tedtTrt^,h E (!;c` ) yyy ` - Inspection t u C~;~ COMMENTS: (Include code drslaepenaes. IN:rsnns present etc) Inspection I Y Location: No Aodress Avatlallle , iL 4 Q t ` . , D yl An HM Gescnption = t ✓ P1 f~ V (/"_'--I" 2.1 Bldg sewer length = '7 U I C', \ I alnount of cover " 7 /b r elf- ~L 1J plat K•vislan Required' VCS )+V,NO 1 L~ „frrl No In4C:`::'0I5 ` . y Use ott3:r side for adddional Inlprn,aFon rtC .Ltf I ~GL ',.N ',t ar, ~ ♦ r~.3E:~ y/amt ~/u! cJcmo&{/ t 6r ksLj. ~ ~ caJc ®4'1'Y4 7~~ TdC4 TACtp~bn LLc 8342 ~s.na~kcl~~//afe .of „)a'Y S...f1 //y-/Go ',y Aga. ssils OVA4 wud[w Q~oP 0&(4 I A/- 114/1 e! boy d~Yy/JE1?; See. 0 T. 2BA; Q/qra,, Tn. of Tray, SL. Croix C,, cJi 1` I rraa.t.~i ~ I 3Er" c.E..rt C Y, C. Atswncd~ltc="/OO. C C~ X7 e \ 65 waed~ it brKS-L rwtss~ ` t-~~ PrcPo St'j1a): c SV Cyrr~t .o~F o s.r./RC..y,oOi,/y4WAt-szs ° a~ . ♦ aW/ua..G~Yf~aEJ: oA*/zi 17/i~- ygisr~a-D/gSsr~.Yo,?✓.c. ~'.fl~y^C /JCS ♦ ~ ~ - rAtOla~er ~a~iC• G 4 10 t/ara.yl ~SysEa., \ 69 1040' 9f. s R-opa~/Me....da.E ::.os r yy./9'~/Y r 7G' GG'sPusa/e~//, sw /hr~'✓eswA4 ek✓. to /o/ SO'a E rz' aba✓c /GO.SD'~onfo ✓ be, Two (s) d.'s E~.'b ~'A /a'~ve/s a.f /4' 37 A? /3%G>nFecs Sfhee~/aEY.O/ (/4a/. man, Safety and BBuildings ^ an 07D7162n St Crois REEF IVE r 201 W Washinyton Ave P O BOX 7162 S,muan Pero it Number iw he filled in h, (o i _ R Q oHqXM4-)~ v*i in i e r,lamc ,\nlti' Y211 I 1 U 1 nt ( wle, suhma+ u I „t Ilu, wrm In the Jpprup srajot. uIII ' i, rcgmrad pooi u , humane a+wotan Vemut \,•Ia'.:\Pp1a 1 n, linen, lit .late-ouncd I'(,%k I ry .cJ to r n)esl AAdre. :it Jilllri nl (h;m mailing aJJrn+l the D P uunont. I \ dv and tonal Scn h I'll sm d mlon»a6on tau pmsule mas he nv'd toy .mJals ~ pual a m au+nd m tt.lh the l nsoe, Lame I S IWl l IImi. NI:n,. }9$ Co. Rd. I I. I. Application Information I 'lease Print All Information Pr Psrh 1 Mr,a Name I ve..I r . l 1i hT~ 6Cf lLC tvlcr McFarland I' L pp ro(x'ny I),sncfs bludntr :AJJae,-+ _ I4upcn, lucinnp It, ('t -a u1 11 0 Boy 747 4u1[ Lot I us, Nine /aP lode IRumc VUmtxrr---- NI. N[ Sn11un ach one a Ilu_dson. W1 aOIG _ i I 28 N. H 19 I mN ill. 1 stir of Building (check all that applv) lot n F~.~ V~t~ - - ' I or' I :unah 1)s.cllaw ♦unlbQ 0 Bednw ins -Ottllot 3 SuMhs~,aon Vamc Ajjq Y, >7?l4'1 1; t', 1(IucA Y, Puhhc'Cmnuncrcml - Dewriba• I w Na I 1 ( IN ut I. ] titale (ntawJ Iksenbc flit) [ SM Number fill-tee of Trnv Ill. I ype of Permil: (Cheek oniv one boc on line :1. Complete line B if applicable) % KYNe'lY Ss Icn: I Hcplaccnxnl N. dent 1 ra inlowl IolAmr I-ml, I1ePlaeancnl Onk I Other \hObcamm h, I-:,mm} N„tom w\Iii,mo li. I I'crmn Hencn al i I I'crmal Ncuhion I rI I'r<swus 14 Tenn Nunthu +nJ O)tc Issued l) (llanu of PIUMN-r L. Peann I Twister m Ncte Before I-\Pval:on Ownca IV. 1)pe of POW TS System/Component/Des uu (Check all that apply) - - Nun P...... I'd In (-n.aat,J I I'rc„uniuf In (.wand ®\lupnd --?J in w mislahle soil I'shlound...' 1 in of m[abic wil drnl• I]nA li uU,a Ihspcnal (nmP'n,eml ac, lauu i lkr,ca /c\plaml ;,41 - V. Dispersal/Frelumenl Area Information. Pohl. ok PL-i75,•Illuem Iilteral Sl outlcl - - Uru, n I ;I~,pd, Ik.q;n S J APPIU'ab,m K na:'pA,I a Ih,Pcn tl Aria Itcyuncd i,ll UuPa n'II \rca Pr PuscJ 1,1) St. fun I let abon 101 SO' bl P- above ;00 GPri_ OA( ipdiSy Ft. _ L 750.00 sq. fl- 1.191.41 S . Ft. 100 i0"contour Vl. lank Info C'apas6 m total eol' Manulacuuer (iallmn, 4A mms (hills VeW IanA~ u,nn,~Im,As ~ _ y ? v' ~ ~7 IanA Srpu m I loldmg ~pw c IAd.n - 840 Na 840 1 Wieser Concrete - 7 X 500 ~ Na - sit) I Combination S I'PC: I VII Responsibility Statement- L the undersigned, assume rrspunsihiliq for installation of the t O\vl h drown on the attached plans. 1'lunahu > Nome 111nnn 1'luntber-+ ahue~l - All';\II s \umhcr Iiu,ines, Phooc Natalie, (1ar\La 1 ~ MPRS_21)37:1 (71S)i8G-38SO Plumber's AJJres ISirccl, Clty. State ZiP (Wei 71 5 6I' S(. N. I Judson. WI 54016 VIII. County/Department Use Only _ Pcnnil Iee 1),11C I. twd Isaong A' • II Siutalur ~ poi I l OsLVRe, L), l /2 / IX. Cond i pprosa r / l i. SrF , in < lrr )nor fi NE • a n''t`^ ~K F a 2 All .Oba :i as v, a ( i.i u _ I ) C, Attach to minpletr plan. for Ihe,). m7 and submit to the County only on J."..1 Ir., (ban a I:Z a 11 nwhe, in.... ~ond►~v~~ 1/n LOP201749PPOVOI 6 #6- ate ~<n Ad *J/ 1111)-1,.1981 I r 111 l ~ W l,1 Y ']p \ 1 ~ fT"i'-~ ~1 r~ ~ is erAl l~e l ~ ~ os~ ca~~l ~~t Residential Mound POWfS Index & I iltc Shect Project Name: Idea Inception, LU - 1 slei McFarland 2 Bedroom Mound POW FS Owners Name: Idea Inception -'1-vler McFarland Ow'ner's adress: P.O. Box 7.17. I Judson. WI i4016 Site address: 498 Co. Rd. U, Hudson, W 149016 Project Location: Subdivision: Oullot 23. Plat of I lillsof IYON Legal Dcscriplion: NLi dxJA 1, Sec. 11, 1.28N., R.19W., I it of I rov. St. Croix Co., N'1. Parcel ID N: 040-1 118-00-994 page I Index and Title Sheet Pape 2 State Approved Mound Design Page 3 Septic Pump rank C'rossection Page 4 filter Spec ilications Page 5 Septic -tank Maintenance Agreement Page 6 Parcel map Page 7 Waranq Decd Attachments: None Mater Plumber Restricted Service: Gars 7.appa, Dep'I. ofSPS Credential n2.11_; Signature: Date: /DJJO//J ~r Page I Of 7 Uc~mm pursuant its InAerounrl Stid Ab.rxpliun t'unglancnt xtanunl I'ur 1't AN I wr,um 1111{U-I11-11` 1' 1 N so I: 111 { _ r DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN aAY WI 54304-5211 S• - _ Contact Through Relay PS hap eAsps wi.gov'programsnnduslry-services www wsconsin gov Scott Walker, Governor Laura Gutierrez. Secretary November 13, 2017 CUST IU No. 222373 .477:A`. 11olF S7nspvc1or GARY'I"ZAPPA ZONING OfFICF Z.APPA BROI IILRS INC S I C'ROIX COUNT Y SPIA 715 SIXTH S"I N 1101 CARMICI IAF.L- RD HUDSON W'I 54016 HUDSON WI 5.1016-7708 ~7Y t oQ~- CONDITIONAL. APPROVAL. PLAN APPROVAL EXPIRES: 1 V1312019 Identification Nun1b_ ers Transaction ID No. 31121456 SITE, Site ID No. 844497 Idea Inception LLC. Plcase refer to both identification numbers, Cth [1 above, in all correspondence with the a£enev. Town of) rov St Croix Countv NE 14, NEIA. SI I, T28N, R191b' FOR: Description: Mound Siyem (2 Bedrooms - New CoiWrrrrrionl Object Type: POW 'TS Component Manual Regulated Object II) No.: 1735206 Maintenance required: 300 CPD Flow rate: 24 in Soil minimum depth to limiting factor from original Grade; Systcrn(s): Mound Component Manual - Ver.'_.0, SBD -10691-P (N.o1 01, R. 1012). Pressure Distribution ( onlponent Manual - Vcr. 2.0, SBD-10;06 P (N91'01, R. 10 12). SM& MP Pub. 9.h; F.ftluent f-iltcr The submittal described above has been reviewed for conformance with applicable \\'isconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDI I ZONALLY APPROVED. This sy:s(cni is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. I-he owner, as defined in chapter 10 1.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall he met during construction or installation and prior to occupancy or use: i • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Willi new construction; it is recommended not to activate the pump in the dose tank until the tanks arc pumped prior to homeowner occupancy. I • Wastewater generated from contractors cleaning of equipment and tools andior left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (PO WTS). %kraste generated shall be properly disposed of on-site or otl'site. i • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material lobe removed from mound area. • Divert surface water from POWI S Area. • Prior to construction of the dispersal area, check the moisture content of the soil tc a depth of 8 inches. Smearing and compacting nfwet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be detennine_d by rol_lim, a soil sample between the hands. If it rolls into a 1 A- inchh>wire the site is too wet to prepare. If it crumbles. site preparation can proceed.. If the site is_too wct to prcepare do not proceed until it dries. • All piping shall conform to SPS'fable 384.30-3 and SPS 1 able 384.30-5 1 GARY I /APP;1 Page 2 1 ] A 1:3017 • Insulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) • Well setbacks to meet chs. NR 81 1 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e)'I'he management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. -1 lie bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet_horiionlally from where the_servicing _pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Any chanties may result in pump resirine to meet TDH and (;PM Specifications. • Areas that are occupied w ith rock ti:vvnents, tree roots. Mumps and boulders reduce the amount of soil available for proper treatment. If no other site is available. trees in the basal area of the mound must be cut off :d ground Icvcl. A lacxr till area is necessary when any of the above conditions arc cncounicred, to provide sufficient infiltrative area. Owner Responsibilities • I he current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and. or owner's manual for the p0\\'15 described in this approval SPS 383.54(1). • 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. A copy of the approved plans, specifications and this letter shall be on-site during, construction and open to i 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 instal tation!opcration. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state slaLs 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 and lire POW I S management plan to the owner and any others who are responsible for the installation, operation or maintenance of tile 1'0\kr TS. Sincerely, Fee Required S 250.00 Fee Received S 250.00 .T~m real Valance Due S 0.00 Tint Vander Lecst WiSMART code: 7633 Private Sewage Plan Reviewer, Division of Industry Services (920)492-2214 , Monday - I'riday 6 am To 3:30 prn tim.vandcrlw,t:a %v isconsin aov cc: Edwin A l aylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm %appa Brothers Inc it MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application r r Iv ' INDEX AND TITLE PAGE L ! ' tlb Project Name. Idea Inception 2 Bedroom Residential Mound Owner's Name Idea Inception, LLC - Tyler McFarland Owner's Address P O Box 747. Hudson. WI 54016 Site Address: 498 Co. Rd U Legal Description: NE1/4NF1/4, Sec 11. T 28N R.19W. Township: Troy County St Croy Subdivision Name Hills of Troy Lot Number Outlot 3 Block Number Na Parcel I D. Number. 040-1318-00-994 Plan 1 ransaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Concave Distribution Cell Calculations Page 9 Site Plan Page 10 Attached Soil Evaluation Report Designer Gary Zappa License Number. 222373 Date. 10/30/17 Phone Number: (715) 386-2850 Signature: Designed Pursuant to the Mound Component Manual for POW TS Version 2.0 SBD-10691-P (N 01/01, R 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for 81 SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10112) Version 7 0 (R. 11/12) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design ro,,e Sand fill (D) form assume a 200.06 Estimated Wastewater Flow (gpd) Tble 383-44-3 in.sou soil treatment for 1.50 Peaking Factor (e g 1 5 = 150%) fecal conrorm or 3s incnes 300.00 Design Flow (gpd) 12.00 Site Slope 100.50 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 76.00 Dispersal Cell Length Along Contour (ft) = 4 00 Cell Width (ft) 0.99 Dispersal Cell Design Loading Rate (gpolft2) L 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y_= Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 0 00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point 0.188 Orifice Diameter (in) 2.00 Estimated Orifice Spacing (ft) = 8 00 ft`lorifice 2.00 Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain drain back? F-Y 94.OOi Pump Tank Elevation (ft) Enter Y or N 3 25 System Head (ft) x 1.3 6 52 Forcemain Drainback (gal) 7 17 Vertical Lift (ft) 34 12 5x Void Volume (gal) 0 55 Friction Loss (ft) 40 64 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 24 90 System Demand (gpm) 10 97 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in dia options choice in cl a options choice 0 75 125 1 00 1 50 1 25 x 2 00 1.50 x x 3 00 2 00 x 3 00 x Gallons/Inch Calculator (optional) Treatment Tank Information 508M Total Tank Capacity (gal) 1000 00 Septic Tank Capacity (gal) 43 00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 11 82 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information . - - 50826 Dose Tank Capacity (gal) PolyLok Filter Manufacturer [__1_1"6_2] Dose Tank Volume (gal/in) PL-525 Filter Model Number Weiser Concrete Manufacturer Project Idea Inception 2 Bedroom Residential Mound Page 2 of 10 Mound Plan and Cross Section Views -T observation Pipe - 1/x'0" I~t J K. 1 C7 j] AA W I - O B n3 I L • Mound Component Dimensions A 400ft E 1776 in H 100ft K [19 10ft B 76.00 ft F 9 50 in 12 99 ft L 19 ft D 12.00 in G 0 50 ft J ft W 05 ft 304 00 (ft) Dispersal Cell Area 1291 41 (ft`} Basal Area Available 3 95 (gpd/ft) Linear Loading Rate 7 60 (f) 1/10 B Obs Pl:)e Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 10329 (ft) - G * I H 1 F o,spe~i Cell 1 1102 00 (ft) Lateral 101 50 (ft)-~• Invert Dispersal Cell Q Elevation D LJ ` U 100 50 (ft) Contour Elevation 12 0 % Site Slope Geotextile Fabnc Cover Shading Key d a Dispersal Cell See lateral details on U _ Topsoil Cap o n 1.5 ft - Page 4 for lumber, size, N o (Q 1 and spacirg of laterals. [2~ Subsoil Cap ~ .ii i F © ASTM C33 Sand a 1- Laterals are equally (d] ] Tilled Layer m 0 5 It vu ca Latvia spacec from the n - ~~I t distribution cell's Q Aggregate a o centerline in the ` A distnbuhoicell (AxB). Project- Idea Inception 2 Bedroom Residential Mound Page 3 of 10 Ili Center Connection Lateral Layout Diagram I P ---I Ir' X--.1,W2 1 WZ*J Letaell R6 r/;mrr5Ch 43 PVC p! S P S Tabl. 384 30-5 11We: ErNNd onrMDOnnmwn»IMr.Y, Turn-up Wb.lN.N. or olNnoA plug r+N+w cpr.~a Number of Laterals 2 Orifice Diameter 0 188 in Lateral Diameter 1 50 In Orifice Spacing (X) 2.01 ft Lateral Length (P) 37 19 ft Onfices per Lateral 9 Lateral Spacing (S) 0.00 ft Orifice Density 8.00 ft'lonfice Lateral Flow Rate 12 45 gpm Manifold Length 0.00 ft System Flow Rate 24 90 gpm Manifold Diameter 0 00 in Total Dynamic Head 10 97 f1 Forcemain Velocity 2 'i4 fusec Dose Tank Information Locking cover with warring l ahe and lock rig device and seaied watenipt Electrical as per NEC AM) and i SPS 31 ti 300 WAC 4.n min Disconnect Tank component is properly vented Nterr ate outlet i locab)n Forcemair diameter Weiser Concrete Manufacturer 2 In. Capacityl 508.26 Gallons T Volume 11 82 gallinch A Weep hole or anti Dimension Inches Gallons B i siphon deice A 27 56 325 78 B 2 00 23 64 C Pump off elevation IN) C 3 44 40 64 94 83 D 10 00 118 20 D Total 43-00 508 26 ,-Dose tan; elevation (N) 1-1 -,1-3" Bedding un er tank 94.00 Alarm Manuafacturer SJE Rhombus Note Switches Alarm Model Number SJE 1011421- T-~ containing mercury may not be used in Pump Manufacturer Zoeller this system Pump Model Number BN 53 J Pump Must Deliver 24.90 gpm at 10 97 ft TDH Project: Idea Inception 2 Bedroom Residential Mound Page 4 cd 10 Mound System Maintenance and Operation Specificaticns Service Provider's Name Zappa Phone (715) :386-0000 POWTS Regulator's Name St Croix County Zoning Dept Phone (715) 386-4680 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BODS 1.20 mg/L Septic Tank Capaaty 1000 gal Maximum TSS 50 mg/L Soil Absorption Component Size 304 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coldorm 0 E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should infect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1 5 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table SPS 384 30 1 have a watertight cap, and are secured in as shown in the mound component manual 2 Dispersal cell aggregate conforms to SPS 384 30 (6)(1), Ws Adm Code 3 All gravity and pressure piping materials conform to the requirements in SPS 384, Wr Adm Code 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration Lateral Turn-up Detail Finished Grade ~~i~ 6-8" Diameter Lawn - t - Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or'rwo 45 Degree Bends came Diameter as Latera Project. Idea Inception 2 Bedroom Residential Mound Page 5 of 10 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall oe operated in accordance with SPS 382-84 Wis Adm. Code, and shall maintained in accordance wands' component manuals (SBD.10591-P (N.01)01, R 11112) SSWMP Pllblicahon 9 6 (01/81) and Pressure Distribution Component Manual Ver 2 0 SBD-10706-P (N 0101, R 10112)( and local or state rules pertaining to system maintenance and maintenance reporting No one should ever enter a septic or pump lank since dangerous gases may be present that could cause death. Septic and pump lank abandonment shall be in accordance with SPS 383.33. Wrs Adm. Code when the tanks are no longer used as POWTS components Septic or pump tank manhole risers. access risers and covers should be inspected for water tghtness and soundness. Access openings used lot service and assessment shall be sealed watertight upon the completion of service Any open ng deemed unsound, detective. or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter stall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Septic Tank The septic tank shall be maintained by an nldividuai cerbLed to service septic tanks under s 281.48 Slats 'rhe contents of the septic tank shall be disposed of in accordance with NR 1'3 Wis. Adm Code The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed finless provisions are made to retain solids in the tank that may s!ough off the filter when removed from its enclosure II the filter is equipped with an alarm, the filter shall be serviced d the alarm is activated continuously Intermittent filler alarms may indi :ate surge hours or an impending continuous alarm The septic tank shall have its contents removed when the volume of sludge and scum in the lank exceeds 1'3 the liquid volume of the lank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personrel shall advise the owner, of when the next service needs to he performed to maintain less than maximum scum and sludge accumulation n the lank The addition of biological or chemical additives to enhance septic tank performance is generally not requirec However, if such products are used they shall be approved for septic tank use by the Department of Commerce Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years All switches alarms, and pumps sha I be tested to verify proper operation If an effluent filter is installed within the tank it shall be inspected and serviced as necessary . Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) en the mound is not recommended since soil compaction may hinder aeration of the in illative surface within the mound and snow compaction in the winter will promote frost penetration. Cob weather installations (October February) dicaale that the mound be.. heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mgrL BOD, 150 mgd- TSS, and 30 mgrL FOG fo septic tank effluent or 30 mgn 800, 30 mgfi TSS 10 mgll. FOG and 101 cfu1100 ML for highly treated effluent influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months When a pressure test is performed it should br compared to the initial test when the system was installed to determine if onfice clogging has occurred and if orifice cleaning is require: to maintain equal dist atubon within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent pondmg. Ponding k:vels shall be rope red 10 the owner. and any levels above 6 inches considered as an impending hydraulic failure requiring additional. more frequent monroung. Contingency Plan If the septic tank or any of its components become defective the lank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump. pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fads to accept wastewater or begins to discharge wastewater to the ground surface it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and ielated piping. and replacing said components as deemed necessary to bring the system into propel operating condition See Page 5 of this plan for the name and telephone number of your loca: POWTS regulator and service prov der Pretreatment Units The. information and schedule of mananagernent and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan or this system. Project Fage 6 of 10 TOTAL DYNAMIC BEAD/FLOW w PUMP PERFORMANCE CURVE PER MINUTE MODELS 5 3 /5515 715 9 EFFLUENTAND DEWATERING s -I 20 MODEL :53/55/57/59 w Feet meters Sal. Liters s 15 - - - - - 5 15 43 163 1 /0.97 4 10 3.0 34 129 10 - 15 4.0 19 72 Shut-off Head: 1925 5 - - - ~ 37N -~I^ 01'f -~I I _ 0 10 20 30 40 50 F GALLONS y90 M, A4ilintwm Sl*!~/a~/L1z r of LITERS 6o 0 FLOW PER MINUTE '-r+ CONSULT FACTORY i FOR SPECIAL APPLICATIONS • Variable level float switches available. t l-~ Vanable level long cycle systems available. • Available with special Cord lengths of 15', 25', 35' and 50' Alarm systems available. +c vtd Duplex systems avallable ~Nm to ntrd p.r. SELCC i!ON GUIDE Ampf shv1~ C9A uLi 97 r Y 2 Single pigdyw k r ble k rU tit aM(5 a oot.Cle pggyoock vark", Teel bN5IM_ 115 1_ Non 91_ - 9 3a4b5 Y y Anal silcl Refs' io F W4'7 BN51 tt5 1 At.eo 97 3 Medw,=,l allwalor'M Pak' I&W72o 100075 M57 t15 1 Aub 91 _ N 84157 M 1 Tub 48 _ - - y y 4 See:MD/12 W UMNAA n o&. O'EIate GIl Atunala D5355 4 D376A 230 1 Oub 48 y y 5 VeIiaDd 10W WIM vArtGh IA225 U as a Wnba adtvala, with Eied,"". Hs^.A b E5/h9 2JG t Non 4.8 t 3-4&s _ y-Ly ~ Allermla (31 or 141 A-W ryxlun • 5•'4• pabY~ mbA aN9rd+d iamn0 F-nl-maYnmaSagadimlerp'oW:6 ufvtodlogmPpndd.yy bUrNFlpit c' tles. FUM7. g1n+W1laLUic~con 9GS,pm:eccor Cencw indncn6 MO,.w e+aane vr+CuLihel ....4AIWmM,MWb;MW anal Allmsabr, Fr01<.H, w+np'Ss agr Wsns.hM0487, atdb.V.R v hc+naw.4;1114n All al+Unut ar4 uI.N: 9s hWd MIa w.nauoir9 It+ S x pwv Ca"VMIn, syyems, MOM mastrwnt NnmvlEl+anc0.0.(VCi aM tM buap+ac1n1 S+Iery +M HaI:t ACt 10SNA7 RESERVE POWERED DESIGN For unusual Condibons a reserve safety factor is engineered into die design of every Zoeller pump. - --7 a" Mr PO. 8oX 8041 - - - % I ii'~l'~WO / 9NV 70: J619 Cww Fhn!aa.l / pp L1192M - 11110 01/ 1881 ~FN!/)Y P4A4°6 SML£ ~r~jJ hrm:lMwwsow4rcom PUMP CO. r501j "(5M) i vuuv - - 0 Copyright 2004 Zoeller Co. All rights reserved - - - - - - P5.7Of i0 Concave Distribution Cell Calculation: 1. Percent dellection: (3'detlectiun! I s, down slope effective cell Icngth)(100) : 4.000 u Ad usled cell length: 1(4.000„ e 0.00_165) i I x 100' contour etfective cell Ienglh 71.89j' Aclual cell length along contour ?5.911' Pc. 9 ul 10 1 • -.tL (oE 4..f _ I • Soy/¢✓a/ua•f+'on/O~ ~..yc~o a(ccl ! 6r KS~y A &OCZ -nq yra4 ally yi1F.'nr, oir:✓f ~f4 TnCtyo(o», LLa Toy A~YSr//fJ3; sre, O T. 2yA; Q/9W, T . of Troy, SL. Croix Ci; cJi ~ I 5co-~~ E* <es ; LruL~ P/opv scd ~ \ 3 1 ~ D^-~/QO b 1 a s p. -Y, c. ~,F!• C,f M7.91 C4. 4.4( Ere, S a5 woed4! f br•'s'L J/wxis J ~'ttjabFr <b .~85t~/srq nrR''onb. w6 7 o u»k t. qa s u S. rhoe. 4PO1y LoeX4-SZs- < '41` f lF{/Ka..>E~"lfNiEJ,>, aa~'/!,~ G. M~+ •G Z1G y^A1;n.lYoAVe. .a ` /zx rs/f<x flgoo/~fsw dtE is-or X 9f"/9'w/ y r 7G dsP~rsa/ca//, Zw!//C~'o-E"✓rfa/,~4• e.k✓. i'n bl roi sa •a E /z' abort /oo.SD'~.n fo•.-r: rwo(z)dsE~.'b...d'••. /<~.</saE /t"x37N' w/ ~G ar•~-cfs Sf+orcd at Z.ei (/9d,~us~/a{~✓~ -y D Z x m AS 93" R_OL` > 48" _ - I+r J If' C 1n n N ~ -1 i nay ~ r O / r O I / _ I. t r a \ I~ ~fFJ~ ti A ~ - I I N _ y I i.l ~ r I 4 T ° C v' T a6° _4 ~ D N I f c D<O< D 14 Z c O O 0~2 D'Z =iOrpZr=iy <0<0D~ ~7 t ~m i(S A m i r I O D ENO N O O G)°~r1 -Ir2 < OD VIN c N O zN "1 iC~1 mZIO mN N J x ~G) (>r~ N K DN !Z N O m _ DyZNm y ONDar ~ "m b 'U~ C C. ^IT7~'n z OW ZO y ~m Nm~ ~m CAAO UN_ '`J V\ NZ C O NO mO~ yr V' O ~OV - O z S N O D D L! A TI Nv c D y o D i a> c TI :E j -gym \ > S Z r y C ("1 z a 0 H y m- I A Z Z >m o w o y m z > > ur ._.O O° A O n m C) f r Cm -gym (7 'Z D VI N '1 O Z m OF O +Cn 1~1 N '1` v A CD n V V1 A O r1' A Z C o o O~ z D O > A <3 DH m m ii I m rn ORANN 9- : WCD S:AL: 1/4'-l -0, R[-oWR: W840,1$00-MR WIESER CDIICAETE ~A. ° rn ScP TIC MANUAL ~ CATE: W OO 00 AR TE. OS'-f :IVk W3716 US 10 MAInEN RrY W L]50 ° 7Q; 3 - 4~n :I_E nano sa +a j~9 3 of 7 POLYiW.gxInr ~f,_„< :a-.,, na, z.Irl PL-`~25 Effluent Iiltcr I'I -525 filter the 0 525 Fillet I, rated for tQ,000 GPI) Lgallons per slay) making; it one ul th, Idrgrst IiLc rs is ib. Jd,s. It has linear feet of 1/ 10- filtration sluts. Like the Polylok I'l -122, the Pulvlu I'L -52 ha,an aulomalit shin -ell hall instdlled with every filter, When the filter is rcinowd for deaning, the ball will Iloat up and temporonk shut utt the system so tale effluent won't leave the tank. Features: 1/10" filtration Sluts • Rated for 10.000 GPD (gallons pct' dav) - (t)t,eolit) • 5S hnearfeel of l/1(" it It la Iion, 110,000 GPD • ,\cee'pts •1". and 6° SO ID 111 plpe I .wo,.,.n I landle • Built in gas detlectur. • ;Automatic shut ell ball when filter is removed. w.e,•d 6„ • :Alarm lick Ossibilik'. • Accepts PVCexh•nsion handle. PI -,29 Installation: Ideal for residential and lummerrial wa,tc flo,vs un to - twor I t. ~.i If, 10,1100 gallons per Jay (GPI)J. , ,h rd UOn Slots 1. Lot ate the outlet of the septil lank. _ 2. Remove the lank cover and pump tank it nec rs,,m 3. Glue the tiller housing to the I" or fi" outlet pipe. it Ihv filter is not centered under the access opening use a Poly lok Iivtend & Lok or piece of pipe to center filter. 1. Insert the I'I -525 filler into its housing. C~olfied to S. Replace and Set uro the soplic tank covetL ® NSFIANSI Standard 46 PI -~29 Maintenance: lRe IT 525 hllluent Fillers will operate elhciend% fur 11 several nears under normal conditions belore requiring -fte cleaning. It is rrconunended that the filter becleaned every time the tank is pumped, or if least every there M°"'4krs- ~1 ♦Us years. If the installed filter contains an optional alarm. s the owner ,vill be notified by an alarm when the nk, [,as l,rtl.~to, needs srrv is: ing. Servicing; should he done be a cerli I i,, i septic tank pumper or installer.. „Inmol,e 5hn1-lw uou I. 1 ck atv the outlet of the septic tank. Remove tank e'over and pump tank if neeessarv. Do not use plumbing when filter is removed. d. Pull PI 525 cartridge out of the housing. 5. l lose off filter over the septic lank. Make sure all , solids fall back into septic tank. 6. Insert the filter lartridye back into the housing; making uul,p i ,uoua 11., Ahun I sivn,'. c~ I r,t . Burr tlx filter is prupl•rly alig,rxd and unupleh•ly inx•rA•ll. 1. Replal-e and secure a,ptlo. tank w%er. Ihr Sn,...u dlrr ..I, h an.l .,6u n,. into c~hpn,; Ian1.4. Pulvlok. Inc. ; I-ainccld Blvd. Wullinglord. r.'1 06IQ ` 166 I err S"" "bj.vso+ I:o' `I 14 u,,M.polplok.cum 11. vwI PLr'LPdFD 18i 27: 10_1 [:~:?>PM 17152487764 ACE SOIL A11D SITE Ei' ST. CROLK COIIN11' SEP'IX T.,1.-IC N1,kTN7F\.A-NCE AGREEMENT AND OWNFRSWP CE.R.iIFICAFION FORM OWneVBuye.T at^ '`/I t~ b~ 'CnC r LC Mailing Address P.o $OV 7y-1 I Nino , !j-.f sqa 1 r t rtol Adtlrtrs5 _ Hq~ LUJ Rog~ U 144, son w~ 51101 fvenficahon erutr d from Plflmtit & ?omo rec K Depe[¢me ata: for new gnsiru.don.j Ciry;'State NV~ 50.1 wT Ci~O ' 3, UU ~t~ -IT Parcel Idt:utilicalion `him'_x:r LEGAL DESCRUMON Property Location. N ~ v: , N G Sec. T a N R 9 W`. TOw- of - - - Subdivision Plat: Certified Survey Map i{ O S ~fj S 6 Vclumc ?age T toy 0 S Warranty Deed # (before 200'7)Volurne Page Spec house f-1 yes _ no LrA lines identifiable G yes no SySTENI MAINTENANCE ANI) ()WNER CER"rTNUA'I1(.)N Improper use and maiotnnanee or'yotu Scpnc ryY.an eNOld rrsnb' m its premanrre Ehiitrrr rn handle waAes- F'roou maintenance consists of pum irlr; out the :epic tank evtay three yon., m sower, if needed, by a liccnacxl pumper. What yNU,1111 :nt,; tlc iy:nem can afRxz t}rc iUnttloO of me SCpllt tdnl: as a ncanuent Stt+ce In the w,a5te d35pO5al sysa-m. iJwpe;r Wain[CndnCe responsibdihes are specified to $SPS 333.52(1) and m ('barer 17 - St. Croix County Sanitary Ordmarre Ric property owner agecs to 3ubaut to St. Croix County Planning & Zoning Depatiment a ce:tificacon form, si_iated by the owner aryl by a master oiumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I i the on-sue wastewater disposal sys am is in proper oper-.dmg condition andior (2) after inspection and purrrnmp (it necessary the septic tank is less than I)-, full of sludge. L'we, the undcrsipcd have read the ahnve :egnrrernents and agree to maintain the private srw;ire dispos: 3". em with the mndai rs set frxtb, herein as stx by the Deparnmetat of Safety And Professional Services and the Depanment of Natim Resources, State of Wiscuasm. Cortification nnnng that varr wrtir. system has been ma timmcd must be completed and returned to the St. Croix County Plaun:ug & 7nnina depart itent within A days of the three year expiration date. Vwc certify that all . ;aremeau em this form are true to the Sest of my/our inowledge. Lwe am-are the owticrisj of the property described above, by virtue of a warranty deed irrorded in ReRlSter of Deeds Office. Number of bedrooms o_i a3: _aol 7 SIC NA` ELEQj'.akPLIC.4NI'(S) - DATE Any informatiou that is misrepresented may rtstih to the sanitary permit being revoked by due Planring & 7.miut; Department. rncMde .with thi< appacsrion a mcordod warranty decd Prow due PUgister of Ck>~.ds Of1iw and a spy of the certified survey tnari a reference is made in the warranty deed. (RF,V. 04/12) jay- 5~0><7 C) w - f, r~ - z r M x PROMiNENCC WAY n ti `juMMl1 R1Urp- -a ` N N N ti / f c i lb i i 'Y 3 RECEIVED U~ /-Ul 1 UU T :crnlsin Dcpartrnent of Safety and Professions' Services RECEIV Page 1 0 on of Industry Services SOIL EVALUATION REPORT (~3s~ h P +dm i.rt1 8ulray fY pjr Atlacb complete Site plan o~p, Lr- 2ct less thxftri:P4~ % m sie Eton muet indd lV ''iIrh '~1PrS' '~OPMENT cut not barred to vertical and I r i & "IF"'[ = 1 nr r A; d1rectiar and perCC-'It'.lope. Fd1~el 1 scale or dimensions north wfov.. a IF Lie: At r ,r) I .ista - - rexresl road 0440-131&00-994 Ref #.-._I Please print all information. Rif'", If by i :)a!e / r ?ersorIl mlonnafion you pin: ae n a/ o., .v:ed+ r ;-.Dods v puiposes!Pn acv Law 150ar111n ~fic fLrl L-~ .vl Property ')caner l l C - GO-A Property Location t 19 E „3r. Properly Owner's Mailing Add'ess I.of # Block # Subd. L43me or CS10ft 836: Tamark '•i:Uage, Suite t'. 150 - na na i ("mot O: Plat of Hills n"••:rv city State Zip Code Phone f4umber ❑ Calf [j Village ❑ Tow i Nca-e t ,'sad - bodbury vKeolencal Number of bedrooms ' Code i 1 Troy c:o Rd I lev Sonsll uct•on U ~)-„Id,✓Q Use Q cienved resign Ilow rate 300 GPD I2P IaCenlent f I~ p Pu:ra; or cwnrnercaal - Qescnne I Parent matenal Glacial Till F or,C Plan elevation f app_Icab e ra'! V Q50~ General comments and recommendations Site suitable for mound POVV TS Recommended ~n611ra1 :e surface elev lobe 101 50' at 17' above 10 contour ❑ Nanny t Bc+mg # 0 Oil Ground sdaace eleo 1.0' f0 ft. Cep l- to :mtmng factor 24'01 _ 6 Sal Application Rate I - - r-- i- °onzon Depth Dominant Colo, : Redox Descdpt on Tex:are Simi Consistence Boundary Roots GPD'Fl- I In i f•Aunsell Ou. Az. Cont. Colo l- G- Sit Sh 'Eff#1 a2 i 0-8 I0y13r'3 none S16 :'IyI ink civ 2vff Q4 06 8-1a 10,144 none -11 Jsbk mvfr evv _ 2vf IF c E 08 18-24 Syr•7 4 none awl 1msnk mh al i2 t 0.3 a 2435 blulsh:green +.7yr5'8 31"I'll -mII--_-~-- - ~00 0.0 2 ❑ Ranr.n Boring If U Pit Ground surface elev i0Z23 ft. Depth to limiting factor 421 In. Sal Application Rate_ -rw_on Depth Dominant Color Redox Description T Texture Structure Consistence Boundary Roots GPD ct' - In Munsell I Qu P.2 C'on Color Gr. Sz Sh •Eff#1 EfHT2 41c 10yo none sit 2fgr mvb c; 2vf fm 0 f 08 1 none - - cil -r2lsbk n it g ..vf 1W,Im 06 J loyf2 8.36 10 rJ - - _ ! - _ 46-42 10 sl ~ifsbk n;fr .v 1A,1 04 0.5 3 none yr4.'4 none sic imsbk mfr c+: tv . 0.2 03 1- - ` 42-61 10y,4.4 i 2f 7.5yr5~8 . i s irnsbk i Mh 02 03 I' Elfluenl I= 800 a 30 s 220 mgr L and TSo 30 . 15G m L I _ Fifluent - BOD.3Q 20 r~r ._L and TSS > 3~ s 150 mgil Larne tPlease Print) Signature / CS lumber - ne. K Thompson ,may t ..,;press Da.e E-miuaurf-r Conducted :d111 '3L an l ak,!~ •n ;r:u_ '41 ' n u• .1 - _ 3 Bu no 0 - 0 Pd [;round surface etc: 5: 0Z flI :Ieplli to hnucing fa~to:3 n Soil A.ppl,cation P.a:e- Horizon Depth Cominarl Color Redox Desc,lpt;on Texlufe Structure Consistence Boundary Roots GPD Fr in I !tuns ' :u Az Conl Color <i z Sn r 'Effpt Effp? 1 0-10 t 10yr32 none si ?Igr mph Cs 2,ff C.5 08 Ln 1019 i0r-2r1 none sl ?fgl mvfr gvr - - T 2fin 08 1vl fin 104 1 none sll t:nsbk mvlr Gee 19-31 5"( - 06 - - - 4 2431 7 5yra6 1 none "11:1 I rshk mlr ai - 0 2 C 3 5 °t- bluish green nilp 75yr5;8 sc Dm mfi - 00 00 - - ! - - t P. Boring # r=~ Boring - Pit Ground surface elev 96 98 11 Derain to limning factor 33 in Sod Application Rate Horizon , Depth Dominant Co,or Rc4ox Descntaion Texture Sln,cune Consistence ~ Boundary Roots GPD Ft' -T _ In anise u. Az Cunt Color 2a .C_ r3 _ none - _ Effpt 'Elf#2 0-2 f#2 t ! _ I 9 I 2 ,.a-33 t0yr.~3 ~ none sal r r Sz Sin nmfr cv 2lrnlc ~ O S sal Zfsbk rnvh I M 2fm cc 08 3 33-46 ! 10yr4.'4 12i 5w I';! s¢I •msnk m4 I cW vf,tm C? 03 4 46-58 t0yr4a f2Fr°yr5+8 $d Ilshk rna - 04 06 5 Boning # ©Boring Pd !;round surlare elev ' QJ 65 it Depth to lurihrg factor <6 in --_-!T '_ti'~•l C~, J} 'fry JC-)Cd Soil pAlication Rate j Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bxmcfary Roots _ GPD! Ft i In Munsell Ou Az Cunt Color Gr Sz Sh •E 'E - If#2 f _ 0-3 IOr33none sin-- I ?mpl int - ?y1 i 0.0 6 L.34 10 'r44 none sl tto^k rd CS 04 06 3 6-24 bAash green m1p 7.5yr5+8 slcl Urn li - - 10 0 i 00 i r I ' Effluent #1 = BOO, 30 -1 220 mgrL and TSS 30 s '5D r-c) L ' Effluent #2 = BOD, 3C s 220 mg+t and fs9 > 30 150 mg 'L n I~ rr~t:„~a~,or:,Ja f;3Ga r-` ~y~:Jt ~ LJc41 E,: „!A >>5,15 e ct/cL3. P: E o,' d ;,5 or ' ~ ~ I~ r7ay, A6-Y4/lC%y wee, /r Tway, 5C. Cro:,, <e,, cJ.; ( R'oFw scd ~ 3 i ' z 6cJioo,.y I s P. C. /j4w. u ` J > /01.97 i ~,~!~s«c S-c ~s t SrL h wE.r'~J y F, l) \ Gti \ I I 62 \ throufjL yG JyrE4.• Alec \ 1 a>r I 9Y. s' I ~ r 3~/3 irrnt I-IirJh lyd-, I I-C p.0. b:i i9j Hudson; 4VT 5~U1b Rf Condi;.iorW Approval: File# LUIP-2017-061 Project I ocaiion: 11.28. i 9; -town of Troy tllUl11i-rVCi,:titIrelit ~LoiI ha ti 1CVit`.INCd 1116 I,,Iitl l[sr 1'UI.:Iik op:iIlt bull hn wi ISlrilctiOn 01 0 .I„ •.I I'; it ^,bJ .I~,c• 71P lltt P•._.. - is F1~11 t.i "n •1 U :i,i', .l1. i.. la if r1.O+lnt1 kI jVYA ll.I's :l; t't.1Tdy' r:iv9tc (!tlSll ~PuvVISJ N:Irh In the i I'C(0ii0 ! P, cj1.1 iiv D1 9.i lC. na ptrv I i. tequ sl has t,ea) Conditionally approv(xi based .)n the appliclion submission dnd Lhe following rigs. Pi~isr. seu the enclosed si(i• plan to reverence the uellefal erosion conlrul and grading 1 )te5. nrding to 1!,,. Crou roomy, land information racorrk, this prnparty i; noio known as l nt 1 of 1 tiotwue'•u.. rn:nih~•r ;',l';SSSr;. ViiL. Ft, l'y. 6905. "r'! rnth'r'✓'OI!4 ~,I.narc ~ ~1 r')11SLtt;.(.ti l;•:_c, pro•✓Idcl on 1~~17?)!2Olil!Jili~~ 151 i:'t)rnpllart v:'Ith Ch. ill I fie amount of new and existing 15 is less than 150%,, therefore rciiligation is not required. ion and Seklimk nl Control plans have been sublrilted that -nett Vtrisconsin Department of Ural Rc. oiI-cos Icchntcal S(arldartls. L_ IfIa[on will nor, bo disturbed within 35-feet of tie Ordinary Hiqh Water Mark (OH'vVM). POVv ir, Gdl.dfon is approved undo Slate Sanitary permit #6002M; coverage is val:d for hao ;ed on thew. tinding.-, approval of the Land Use PCI111it is subject to (lit fo lowirg conditions: -I hu Po'dV(S rict.md dispersal cY11 shall be Ilagg-ld off to lircvc:nt disiL:I bar ec./conipaction of the infiltiathn: surface duiinq construction. A',re-construction inspection is rcquirecJ Lo verify Lhe silt (en(.e and cnti-tiacl6ng bend has been u isl_alled per plan and the mound dispersal cell has been flaoge d prior to any land aisturbance ::tivity. Cunlact Ric'; ingh, Land Use Technician, to schedule an in w(tion Ft (715) 531-1917. Croix Couni+i rescivs the right to rrrlnlrr additional sr,&nwrir and erw;wi control measures to I,r ins[ :,IlNrl C fo:ind nwcecsary due fo •ite-specii is cons orns. A s onP treclunq pad may he necessary ~I!iI ov i;, -1 c:CCed r)Ilto the publii Ioadway. ~)co It,/1 J,N!: k,On 2Nation PI'actice Standard 1057 _r;igi: spcrilictAion. rnrrr.rrl'.r of=7, 1f_r'r ~~11, •U'od 1; 1 ln't54.115 For '1~.38GAu"3U 4. Permanent vegetation steal! Le e_ >n,_1 r J!jc ",_rj,I If ['hrn t.mDo-ary cover crop such as o~t;, ~;,ntt~r ~ >><<lt I: "mI b -..,a y 1-'prli~ in,_i on srf 0'1, applicahon dare. Refer to CNR Tech-ucal Standarc IOS9 for more information. S. It is ttlC applir"r is Icspolftiibi;i / to sacl_n,_ I ~ rl I I •ir,:tf~a 111, approvalis) prior to land dishrrbana: acl :i 6. Failure it, comply wish The term, <n cm: I` Ii the Zuninc \dminc,tlator ac 0rdiny to C Tnis appmai 0 suhWd in Ih conditions fisted above; It clor2S not afov: ton' any additional (o struclion, structure;, or huildings heyond the limits of this n^.quc t. Y(onr iniorrnatinn will remain = hh A IN, it I.rm t "lint" (.Ci ami'nlly ' 1, Iftt?{nQnt I lopri ll"'%~t'.II'tP. It 'S 1: r11_Ir r"gPonghIllty ro en%me rompliance :n'i'rh any Am !oral sr,te, or inrirral p-miflinq 'Ir rerlulatiens, inrludinq contactnlg `ho Totinm o: lo>y and the Departnlpnt of flatu-ai Rcsourccs to inyune it additional permissions are required. I S pelmit is valid fal 0111- y('ar, with the possibility of up to two (2) six-rnorlth extensions if the pplicant submits the appropriate permit extension fee and documentation to the Zoning dnistr:ntor. A copy d the Lind Usn Perrlit placard should be subrnhod to th:: local RiOding ,-_ctor for the tov,,r, n-)o-~ apphratirm for th', Luildinq_ p rmit. tlc or~n~ ita'-O Ir[11 is posted j'Ib-site and visiblc froth ptlhli; uinrw. feel fre.P. to Cori iri it ir'Ir-I Irn ,'!1I i n~ iypi",'1 i°'!i~rltiRy- I J.Iy from 12:00 a.lll. - :I it l jr. ij. - h1!r YQI Illy, i mah OpMer and Use Technician I] FIr .Pmpclty p+,vner I owt i p; Trop ri.,. rl. I.. a jSv 4630 Governnirn(Center, 1101 Cop rnirhac' Rood, Nud,on, '"'l ^ral ' t °i~ ~ i ..1 , v , ~4 V .1 7 1 U . 0 . . y _ w N ' > LAJ O TJ `_s O CL co - N i t b 12 Ls t/) w C.' C ~ 4) LU y a u C: L? -0 C, Ar% m CU U 4+ r. C N d I O G H CO V O Q _ O v ml O p c~ O. = d . jltA,l t- O Q