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HomeMy WebLinkAbout010-1077-40-110 (4) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Croix Safety and Building Division St. Croix INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERMIT) 597393 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: Cit Villa e Townshi Darin Johnson y g p Parcel Tax No TOWN OF EMERALD 010-1077-40-110 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No Vyj C5 J 32.30.16.467A-10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ,j gee, j C1 Benchmark /Os, .0Dosing Z Alt. BM o "'1P AO A4, 4, C w /a.3 9s•S3 Bldg. Sewer ~O L ye-1 Holding St/Ht Inlet 13.3 9i. s TANK SETBACK INFORMATION St/Ht outlet TANK TO P/L WELL BLDG. en Air Intake ROAD Dt Inlet Septic ' Sp 162- Dt Bottom 919 yg ~~•3 ~q. s Dosing Z Header/Man. Aeration Dist. Pipe Holding 47 Idl,/(i Bot. System Aglh,PUMP/SIPHON INFORMATION Final Grade Manufacturer 3• l r~ Demand St Cover Z c l A . GP ~ 16. 3 7-5* S Model Number TDH Lift Friction Loss System Hea TDH F ' IZ.lO J,Z Forcemain Leng Y Dia. Z ( Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH E Length NoPVVE~ PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK LAKE/STREAM LEA CH CHAMBER OR ING ManufacturINFORMATION AJ _ UNIT Model N berDISTRIBUTI` F~ 4-1'7 ~3 B 5 S Header/Manifol~ 11 Distribution ix Hole Size x Hole Spacing Vent to Air Intt/ake Pipe(s) ` -x-^ Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only [Depth Over Depth Over xx Depth of xx Seeded/Sodded x Mulched ed/Trench Center Bed/Trench Edges Topsoil ~I Yes F- No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2 Location: 2261 130TH AVE 11 r / 1.) Alt BM Description = Go,,.-„ G h eC 6\v% g 44D G~,s (3 h 2.) Bldg sewer length = ^ • ~ N amount of cover 32 bda,.j ca, 4:: tPT eA 4=,V0,1 Plan revision Required? ~Yes No 7 _/al~LI { Use other side for additional informatio SBD-6710 (R.3/97) Insepctor's nature Cert. No. RECEIVED -Z-~ SAK) JUN 2 6 2011 t~ 1400 E WasMngton Ave P.Ct Box 7142 I Permit Nwibc (to be f0ed in by Co.) ST. CROM COUNTY 537 7162 ~ UNITY DEVELOPIN NT - cl 7317 3 Sanitary Permit Application State T Nignte In -danee with SPS 38321(21 m. Fichte. Ccscte, submizion ofttais ibrm to die to gov risen { " ` • 0 ~ is the mquimd ;ariar to g a mt~ it. Note: iicadon fnmLs for s ~ to WqjW Address tnailhu address xtt of Sf-y -.d pt. S. n€•oxr,Mz ns Ofdiffbrent t2xaat ) you pvv,& may be ea aco-dancc 5vft t3ee Pri Law, a tS_ 1 m Stars, t 1 Prop.t'ty Ow='$ Name ~ ~ Parc~3 ~ e=s nwet y Z ion 3 a1, 3 o. i Gr-7,P-- 1 a . T Lnt - ceps ! t- l- ; MoneNumber } tj,'7r,j t~ J rt t =r t f (Circle i}r'P} t axfaea2r3e (~6er#c sad that ad;}) La t T ~ N, R~ E qr/bV t~ fx- 2 Family dt - Munber of roods SubdildiStg41 N.' me D city of © state Owned - d - ' Use CSM Ttiutnbec 0 viTL of ~ ~ - i Ttf. TYPe Of Pft-n€ t-- (Ch=k only opt- s oca liabe A- 6;'sample:te line B ifa Bea ) y''' IzCP t systm ~ Tr -ti di g T.* P t Only ~ ouier M ion to • Exisbng g . Permit ytenewal pva a § Change CS P c za r La.sA I'Y vztxtz t=exvntt 1, ~ and Date 12wed axpmuon IV. ~ of 'S's Ica ~ C ~a k ic3ct Ft d rya Cir , ( g3 r -r a Ir sacz i (]dit ElMaund > 24 in. ot'suitable soil' Q < xa in of suitable ~1d3 0 €Fa3dang 1'a ~ II' comPo ( f~ TT fats tttt Area u ssctaaY~= ( ) ( ) / Scu3 rctctioa RzWWds-f) D4=A Arm Required ( Area P~ (Sf) Sys 2eva2ittn `('f.'f'arakInfo city in TOW a of ~fartte~ .ecrx~ ~ ` ~ ` d_ Gallons V (J~ tU 0. t C? ( "FGd T L l j ~4 ar'~I. s4b~~bd3't?.T"#r3~iF~ ~3t~sfEe~dl$^ Ty c cll. ' , 'i r ease's 1+? ste (T rirt) I a 9 for bisizu tka of s t ff t3W"t S shmm on tk€e Itt"ttd F;Sk" Number B Nerrrber ~ F~ s~~~~ Stye-s ~ ~,----3='-" ~.s~-°' / -J~C• ~ i /r - - - WIT. Un U7,O Only Si. L M tark,;.e ' :3 i ,rr- cptl thusf d ; kc~?s ro ant ec bLj Cow ~i` i per p4mgemW Pkt p' o 4de,1 by piwnbe:. 2 /1~ ~+tlbacJc ►er~ Irttr~t. be. r. ~air:t. dr.E •1 ~'►e'~ ~ JA. _ W-Maq" cot I rdhancss. A4 atP.-rve nc 2751,=.. ~ axtt~: O!O- /0 77- 0- it 8 TWkV CM&S fl~t1~t #CL_ CHECK BOXAS APPLICABLE. Zz~ 1 t3a-}h AVG: 0 SOIL EVALUATION Scalm I'= 4W W] SYSTEM PACE 2 OF 4 SITE MAP o 40 60 80 PLOT PLAN PRICUECT NAME (long" 10 Twln Citees PairitYba[I z ,,W, DOOM RIM design flow cdm*Mom faroaumrrerdalplans.. Pimjmr 2261 13M Averrre, Bak wm Plpe MWeoal / ASTM Sfardard (rables 384.303 & 384.30.5) BU SyMb& m t3e~ assume 1oo_00 ~ N y 1785 Bm Oft _ Top of spit in post SlWeTes WA afw pmc S""~ RaPP iek p a asiy . Shaw grouad eWva m cmn mm at suitable ffammis_ mt~raappmprixtts yp "rA $e "tkopleD sps 38333 w.-►.C• 2 Str4ut#ROOnn ' F Kf~taoea srww8z I z v s v WEt1- 15 257n SEPTIC. TAWK y sD' QRa4rAt>= tea n o T fa3 j,0 ` trdcASs~ u°1~ i TOP OF HuF~~t-Tetz ;r ~Sl Nc /ZD ' Z 5 FDlcC€MhW o 5 Cz 3` x p. e;~- 3' nMrtJ S7,ef its lDZ. r2' - ib3!'/Zr e IIw _ k7 t y 4s*,u I sa ° his ILK Fret-o _ 2~ J l.W' A"M WE r rfowrtD /ESLKMED rao_oa' C Q pp I h Q 1 _ -Fh 130. ~►VE ti ax.-H DD a o ax7~1F,~~c DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 xRECEI~~' GREEN BAY WI 54304-5211 V H Contact Through Relay J S P http://dsps.wi.gov/programs/industry-services www.wisconsin.gov kp 'sro * ST. CROIX COUNTY Scott Walker, Governor _MMUNITY DEVELOPMENT Laura Gutierrez, Secretary June 06, 2017 PT Or S CUST ID No. 224832 ATTN: POWTS Inspector rye'-- pE° S v 10 MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA l/ 28497 KING ARTHURS 1101 CARMICHAEL RD DANBURY WI 54830 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/06/2019 Identification Numbers Transaction ID No. 2954890 SITE: Site ID No. 838896 Twin Cities Paintball Please refer to both identification numbers, 2261 130TH Ave above, in all correspondence with the agency. Town of Emerald St Croix County SW1/4, NE1/4, S32, T30N, R16W FOR: Description: Dosing In-Ground (Employees, Patrons, and Showers) Object Type: POWTS Component Manual Regulated Object ID No.: 1710381 Maintenance required; Replacement system; 450 GPD Flow rate; 76 in Soil minimum depth to limiting factor from original grade; System(s): In-ground POWTS Component - Ver. 2.0, SBD-10705-P (N.01/01, R. 10/12); Commercial System, Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.0 1(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 be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site, • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches below the system elevation Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire the site is too wet to prepare If it crumbles site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 MARY JO HUPPERT Pa.-e 2 6/6/2017 ' • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Abandon Existing System per SPS 38333 • Pump Floats to be set and verified per approved plan. Any chances may result in pump resizina to meet TDH and GPM Specifications. Owner Responsibilities • The 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 POWTS 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 inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your `Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services Wyment S code: 1. 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest(6-t)wisconsin. ;ov MARY JO HI PPERT Page 2 616/2017 • Insulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) • Tank Installation to follow- all manufacture's recommendations. • Verify property line(s) prior to installation. • Abandon Existing System per SPS 38333 • Pump Floats to be set and verified per approved plan 4ny chanaes may result in pump resizin2 to meet TDH and GPNI Specifications. ON-vner Responsibilities • The 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 cop; of the appropriate operation and maintenance manual and,'or owner's manual for the POWTS described in this approval SPS 383.5#(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the propem oN~ner must follow the contingency plan as described in the approved plans. A cope of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department. which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction; instal lation'operation. 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 stars 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 the POWTS management plan to the owner and any others who are responsible for the installation. operation or maintenance of the PQWTS. Sincerely, Fee Required S 250.00 l-tier U~zaxi-f This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Tim Pander Leest Pavment Submittal. Private Sewage Plan Reviewer , Division of Industry Services WiSMART code; 7633 (420)492-2214 , Ntonday - Friday 6 am To 3:30 pm tirn.aanderleesti7~~i~consin.,o~° r- PAGE 1 OF 5 In-Ground Dosed-Gravity Plan w-..- Index & Cover Sheet Component Manual Design References: Version 2.0, SBD-10705-P (N.01/01, R. 10/12) Pg 1 of 5 Index & Cover Sheet Pg 2 of 5 Plot Plan Pg 3 of 5 Dispersal Area Gross-Section & Plan View Pg 4 of 5 Pump Tank Specifications Pg 5 of 5 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Filter Specs Soil Evaluation Report & Site Map C-N s Project Name / Description TWIN CITIES PAINTBALL Owner Name(s): DARRIN ROBERT JOHNSON Phone: 651 _334 _5615 Owner Address: 2070 11TH AVE E., N. ST. PAUL, MN Zip: 55109 Project Address: 2261 130TH AVENUE, BALDWIN, WI 54002 Govt. Lot: NA SW ,1/4 of NE 1/4, Section 32 , T 30 N-R 16 E ❑or W Township: EMERALD County: ST. CROIX Project Parcel ID 010 - 1077 - 40 - 110 Designer Information Designer Name: MARY JO HUPPERT Phone: 715 _ 426_ 1775 Designer Address: 28497 King Arthur's CL, Danbury, WI Zip: 54830 E-mail: hollisterdesign@outiook.com ,~,1~ rese u,;t4't=tfst„I,t,. 1859 - 007 License Number: _k Remarks: 1!"' 1"eabw''a D €L~E Replacing holding tank for outside bathroom/shower for 5 employee-5 _ F 9 ~.~oi-k WAND . 5 &*PWYC=5 x ioi so gpd • h (t X Signature. Date: 05 -t'2t3't7` siwaaxe on each submitted mpy. O/0- /D 77-y0- ~I s TWt# Ch&s 'Y,4# eA[L.- CFECKBMA4APRICIA E 2Z(oi 13a ~j' AVE c~ceox~s SOIL EVALUATION Scab: 1"=4W PAGE 2 OF 4 ❑ a 40 so ao SYSTEM SITE MAP PLOT PLAN PROJECT Twin Cities Paintbau c,aa~, 102 o wo can KA desk aow caiadasonfor cammerdai ply. Ppzje"AmRm& 2261 130th Avemue. Bakhm Pipe MaieM I AS711 Standod (rabies 384.3x3 & 384.30.6) aM symbat * m ewaftm assumed 100.00 FT N S"M smww. 1785 ! am oese"m Top Of spice in post Gladlot afSlWeTasfed vYe Sfflmb l (1hppftobb* O SNOW 9MUd eWV36m aa*ous at SAM S M mUsappopi~sie LLW 14 c~0 ?A 8E f1NGONED 1 ~ ~ x'$3.33 W.r.C• z stI}u SfEt~+T<oom I &44AMEO swwjilt I r 7 I ~ o i2 v 4 ►s 2-6" J SEPrie -rte I I 4,0 p o T Io z~yN T TOP ~GRA55~ pct-°~ n t r F41 llllm I.y toz' ~~tT ~'0 R~ punt' POST 4 Si a Nom, f'RN~ A ~MrtW '47 IZO 2 ~l}STh' 5 FOkC p y STS I~Ii 16z- Cf'F X ib3~~zl ~ oar QtyT j~]RZ 4s** ~H. Ya a 1)'ps IL T-AMK K I x IC. ` 1 I FIELD _ /Zn~p 15Ih 3~1 = --RKF- IN po:%r I I.W' A-6o rE GRDMAb ~ SG 0.M En ~ 00.04' I r i I I I ~ .1, 1304h Alm. 3 ~I N a.T.i1 • DD ? 7-wr.Ai Cmps BA = PAGE 3 OF 5 U 'a d~W WW R ~c h m W v J Z O O z> U(_lZ 5 E W Z ® =3 cc } ~ ' •t3 ~0 Em H m s~~ow N J m O Q E v, a ~tUU C W O m~ m ~ L I < (6 :2 c ti U < cu co olli 11 - m mam '21 j I- +Z= ,Q ~ U nva~ I I ~v= o~~ ~ i m v' a y N Q ~ ~ ~ Yt U • S p e 11 li` ) c m Q CL C: 0 U m m o I~'~~)o~ tQ I O 00 di -9 a C.) CL (D CO ~N I (D 0 m d A-K CL 11 IIL.....LLL ~ a m ~ o I I c U U m I O2(D I ISO RI O I i m a 4j E~~ p ( I 11 N U 0 X > CIS co co O > 0 I i Q tLl ...1 W Cn I I = UJ CO co V I x, w 1 C~o O ~ i I U n. c w~~ I r i _ ° cn a m a ul a I i w y p o Je a- CO car - I J v co I z ~ PAGE 4OF5 GRAVITY-DOSED SEPTIC / PUMP TANK SPECIFICATIONS 4'0 Vent Pipe (No Scale) >10fttram Budding Electrical must comply with 12' Wm. or 20 it above SM 316 and NEC 300 Established Flood Elevation Weaff-prod Extend manhole riser as necessary- Approved Junction Box IMPORTANT; Vent Approved Label AManhole Mx*ied with Anchor tank(s) as necessary Cordc (MW) ptRUant 10 SPS38343(8)(9) r Min. or 20 ft above Establidied Flood Elewadon tom) rtlght SCI Finished Grade -J 77 Cie valve 1 *Quick Disconnect 77 CAPACITIES @ 15.23 gai/m Depth (in) Volume (gal) - Cwatertight Pug 1 A 23,0 'k Min. Depth = 42 in T B 2.0 3) . q (,p A warerti~ ht Gasket) D 12.0 Alarm tgZ, 7~ B_ _On 14 ICt~ DUMP-OFF *Pump Tank Liquid Level = JZ in PUFM _Off ELEVATION = q2. JJ ft Check A D Valve Force Main Diameter = in Concrete INSIDE BOTTOM Block ELEVATION = 41, Of) ft Force Main Length = 12_~o it 3' Approved Bedding Mural Beneath Tank Im ant Bury force main below frost line or insulate j I'l _ lack as necessary pursuant to SPS 382.30(11)(c), W.A.C. 12 X [C] Total Dose Volume DV ~ gal/dose t< 0-2X design flow -NO DRAINBACK w/ check valve) Vertical Lift = /0 ft °TDN . A (P(W PUMP TANK SEPTIC TANK(S): Volume = 600 gal Total Volume = 1,000 1 Manufacturer. Huffcutt Manufacturer(s): Huffcutt Pump Manufacturer. Zoeller Pump Model: 98 Install approved effluent filter at the septic tank outlet (See aftaohedpurMcurve.) immediately upstream of the pump tank inlet Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer. I-OK " Controls/Aalrm Model: AB Tank alert mmmnwmm~ Filter Model: &Z5 Float switches containing mercury are prohibited MA Cmes ~Nt B~4 LC PAGE-4 OF A In-ground Dosed-Gravity Management Plan IMPORTANT: The owner of this in-ground dosed-gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin- Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan- Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5 220 mgL''; TSS 5150 mgL°'; FOG 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc-) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e_, pump re-cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Advanced Septic Installation Phone: 715-703-8337 Local gmernment unit: St. Croix Community Development Phone: 715-386-4680 Local government unit address: Hudson, WI ZIP: 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc_ Admin_ Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils- System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Model 98 - Zoeller Pump Company - f Co h : /w LLI W PUMP PERFORMANCE CURVE MODEL 98 25 :m nce20 u z ,5 A m 4 J ,0 t- 2- 5 0 in 20 30 40 50 60 70 80 GALLONS uTERS 0 ,60 240 FLOW PER MNUTE i Model 98: 60 Hz ! ACCESSORIES Pkxnfb,- d-4 _ bat- switch) Du lex4Electrical MODEL 98 "Rem tor- control nel Feet Meters Gal_ Liters A -Pak systems 5 1.5 72 273 Pum nd /en-na/ 10 3.0 61 231 15 4.6 45 170 20 7.1 12 '6 i 9W-off Head: jt(T~0m} Performance Chart Model 98: 60 Hz hupJ/www.zoellerpumps.com/en ndpwducv92 model-98 5/30/2017 7ww eings P41j%rrO AL(-- ` 101 o 1 { fro r ' ~~~~T~ a , ® U2.~-w l ! , i_ j 77--r I' , t l IF 1 711 JIETUIDT ; a CIIiI lil~ l~4la llais s ~ if llll IEIiii7 * #A L ~ V 7 O O _ N N CD 1 N O ~ p CD } ~j El 'v ly N O N n O N I # c0 >Iti 1 co O _ CO m i Cat co cm it 1'. + 1 !r! 11 ~ ~ cv 03 A; f 1 s`? r,lttlt .a €t_1..~.1 ;:t, i t- 03 7i c~nin x a 1I 4: ' i~ U 1'J fa U ~ f/ ~ lt7 = I ~ r IU- Z tea ~ co O p U co ~ z O to O a Q O W N r J (n m FPM cnLU LU co a ~ vo OcoCCU W = (n v WO U W W d M LL U C) u- co r~ ~ Z O ~ ~ A U A cj> cc ¢ 0 - W U: T ' U- _ ii d Z ~ ~ N ate- Z O ~ W O O a~ J J LL LL Z 0 agv0 0 BAFFLE N ru -G n b - ~ D v 13 D F9 Z 2 cl 78' 1 72' 1 67' 1 1 1 w m TI Z C3 ~;a xz to -0 - Z. N is is A < 4- 10 ~Z p .o N N D v N _ N p V N , 78' L"n I 39- 39' o0 p ~O d] OUTLET 54 12 PRA 0 GALL UN 41CiWPEVA FAt1S. Vl 550 STREET 9 ° sa 1A0016~ GALt.iT1 N.P.C.A. axnlifn Puny N PUMP OR SEPTIC TAW C O R C R E T IC RC c71 7723-711' x I8M 924-1516 MEMBER OF, FAX GI S) 7237ll1 ■ Arhuffcuttcon gil NAApMI R FYI PRECIM COOM A$= ~I UV'fAI C t6s - Ig L. - I 1 I 1 ~ i i Z O I °d Pl ' -1 ~ D 1 ~ H I ~ ►n v ' -1 rrq o n; Z I 1 O 1q X 55' j m r ME; t' x m 47' 8' 1 D r90 r - C.) ~C~ 3' 44' I O z O ul I .-a m c~ ~ 0-TI; DA. cn E! rU n1 Z Ny r1l ;Oni N i ' m C) I ~O-1, Ira I i /v i 1--------------------- a 20' 2' m n D z 7C r_ w ° cl H d~ +*1 H 3 Z 0 xx 0 ~ z A N ^y~~ p 1 1 r- 4' r3 D 0 O r p KO A z < NL--/ 3Z F9 ct I m V A p o p N p E X a ~ 6 r da ` N D fiJ G1 D N Zn ,-p cD m nz to t7 D m Z D f7b C -1 cl n Z D 3 O E3 1.1 0= A 1 rzZ C'1D rl m UI O - p m x x N m -1 f'i rnr o n are o UI n p C z N A I*1 Ll to n V) -A ''O 3 rq to I•i r to m C A D tt:j UP 45` 10' 42' o o N M ° < tic ~z D> A M m-0 ~O p O mr3 C G "D C I*i V1 m n W;U m .'D I. Cl - p v Dz ^1 H Z ^v_~T 1 ~ r~CA o r D • Z D C3 Z PROJECT+ 4154 123rd STREET o ml 1000/6 GAt1DN OlPEVA FALLS. HI 54729 ta i IVSC:MM P_C.A r PLAMT VEO U O15) 723-7446 ; (M) 924-1516 EMBER OF: PUlw SEPTIC TAW C ®A C R E T & IAC FAX o15) 723-71H = mm;t ffa, Uc n E @ LKAIVK a PIECASr CWKFEK A WAWs < n The Qucck4-OStandard Chwdxx fits in a 36' wide ttertdt and is idea! for curved or siamaht SYN. it the ~z -t s - leatures P &M-peeing C nkm Swivel = r Common- ` • which turns up to - 15°, right or left. 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"nor. Pol~tdtsatradOniitdPlolytpl4~ei1~7flEisiw~adyrdierNkdltf;,1NE I~UYSIa~isatadesrakdFBC~•rrsa.~..,.tia,., Own' AagRSewelrelLFlife9ikt1" z - Wisconsih Department of Safety and Professional Services AIL IF 111h C~7_~~ I Division of Industry Services SOIL EVAL I I A;PQ 044 T Page 1 of 3 in accordance with SPS 383, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST. CROIX include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 01 - l t7 - 40 - 110 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Review by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 7 f Property Owner Property Location DARRIN ROBERT JOHNSON (TWIN CITIES PAINTBALL) Govt. Lot SW 1/4 N 1/4 S 32 T 30 N R 16 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name o CSM# 2070 11 th Avenue E. City State Zip Code Phone Number ity village ■ Town Nearest Road N. St. Paul, MN 55109 ( 651) 334 - 5615 Ew-rald 130th Avenue New Construction UseE] Residential / Number of bedrooms Code derived design flow rate GPD Replacement Public or commercial - Describe: outdoor activily/paint ball Parent material outwash Flood Plain elevation if applicable NA ft. General comments Conventional In-ground trenches 0.6 loading rate system elevation 102.00 ft. and recommendations: System is designed for 5 employees, 20 patrons and 10 showers per weekend. 611~ ❑1 Boring # 11 Boring El pit Ground surface elev. 104.62 ft. Depth to limiting factor 76 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-30 7.5YR3/3 sl 2fsbk mvfr cs 2vf-m 0.6 1.0 2 30-76 SYR3/4 cell. Osg ml cs 1 vf-f 0.6 1.0 76-till ~S 12- Horizon 2 has some gr. I F2 F]Boring ' Boring # 103.42 80 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-15 7.5YR3/3 A 2fsbk&gr mvfr cs 2vf-m 0.6 1.0 2 15-30 7.5YR3/2 sl 2fabk mfr cs lvf--m 0.6 1.0 3 30-80 7.5YR3/4 - Osg ml cs 0.6 1.0 Horizon 3 has some gr. f~ ' Effluent #1 = BOD > 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) i CST Number MARY JO HUPPERT Hollister's Soil Testing&DcsisEl S_Z d 407 224832 Address Date Evalu n Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 05- 15 - 2017 715426-1775 SBD-8330 (R07 13) Property Owner Johnson, Darrin (Paintball) Parcel ID # 010 - 1077 - 40 - 110 Page 2 of 3 ❑ Boring # Boring _ • Ground surface elev. 102' 12 ft. Depth to limiting factor 79 Pit in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-20 7.5YR3/3 sl 2fgr mvfr Cs 2vf-m 0.6 LO 2 20-30 7.5YR4/4 sl 2fabk mfr Cs lvf-m 0.6 1.0 3 30-79 7.5YR3/4 c Osg ml Cs 0.6 1.0 79-till 49 ~ o• ~ a . 6 lorizon 3 has some gr. E Boring # E]Boring n Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 ❑ Boring # 0 Bring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L SBD-5330 (RO7 13) Dl~ !D 77-~D- ~1• o ~W1.rlf !;-~}t1~~}LL CHECK BOX AS APPLICABLE Z 2-& 1 130 ` A ~4 CHECK BOX AS APPUCABLE. SOIL EVALUATION Scale. 1' ~ SYSTEM PAGE3 OF3 SITE MAP ° 40 60 80 PLOT PLAN PROJECT NAME: (108 , DESIGN FLOW. i _ WD Twin Cities Paintball ) 10 Attach design ttow calculations for commercial plans_ PROJECTADDRESS: 2261 130th Avenue. Baldwin Pipe Malarial / ASTM Standard (Tables 384.30.3 8 384.305) eM symbol am a dom assumed 100.00 N sanpary sewer b 1785 5c-4. 1/0 BM Descrlpdom TOP of spike in post Force Maine ! 2d p 2~~ 5 5C'H.yb of IMPORTANT: Slope GArea: 5% Well Symbd (if x Q d "anna w Tested AJ Stow ground elevation contours at suitable intervals. (o an the appnoprire &M 90' ?A tae BIWpoNED } P) Me sPs &V-33 W.A.C• c ,t Z, cs~0,t S z 2- S-1-4 LIL I o ~AL1DE0 Pr3bvaER f nF t ~3Z 73c?~ ( F R --~r w l OF EAMOV-D I ~ v 57. CtZO)X t'bw~rry I ? io v - IS ZS'7z~ st:h~lfr~ -it1 vk I r• ~ 7 ,Sp' ~-o o2~aw c r~~D I I _ I I OE ~il I (4RA55) o4 T,,00 TOP OF Fcrt NEwNUF (__tt VMp our S-/ e~ f SI ' -4T STA lid /D _ /b3•~Z~ w Lys I D ory A~'N~ I Sc'y %d p~?Ps LANK I V I~ ti 6Ar~ i# i. SPt1« n N PD-'-T I 1.1I5'A-gDVE- C.RDIANb I AS-,AAeo ~ao.co' I I I I I N ~ I I ~ ~ I 1 1 I ~ I 13o-Ih aVS• I I ~ ~ I ;iI ~I N t ( I e.T.fit. bD ? i i, . 11/ ' Air- 4,iz T r rt _ r Rr, Y X Ss ~ ,FF r „ ~E ~ ~ - e "T "WOW" - r r t1~ DECISION OF ZONING BOARD OF ADJUSTMENT ST. CROIX COUNTY, WISCONSIN Case No: 90-33 Filing Date: 6-18-90 Notice Dates: Weeks of July 9 and 16, 1990 nn [~IDD tff Hearing Date: 7-26-90 U U FINDINGS OF FACT Having heard the testimony and considered the evidence presented, the Board find the following facts: 1. The applicant or appellant is: Larry Johnson 26636 Lake Ave. Zimmerman, MN 55398 2. The applicant or appellant is the owner of the following described property which is the subject of the application or appeal: NW 1/4 of the NE 1/4 of Sec. 32, Town of Emerald, St. Croix County. 3. The property is presently in use for Agricultural - Woodland. 4. The applicant or appellant proposes: Special Exception paint ball commercial recreation. 5. The applicant or appellant requests a special exception under Section 17.1596)(m). 6. The features of the proposed construction and property which relate to the grant or denial of the application or appeal are: The proposed paintball games would be a compatible open space use on marginal land in a rural environment. CONCLUSIONS OF LAW SPECIAL EXCEPTION The application for a special exception does qualify under the criteria of section 17.15(6)m of the ordinance because: Commercial recreational use. 1 ORDER OF DETERMINATION The basis of the above finding of facts, conclusions of law and the record in this matter of the board orders: SPECIAL EXCEPTION: The requested special exception is granted subject to the following conditions: 1. Sanitary septic be updated to state codes. 2. Site be accessible at any time by the Zoning Administrator. Motion to approve by Stephens, seconded by Menter. Motion carried. The zoning administrator is directed to issue a zoning permit incorporating these conditions. Any privilege granted by this decision must be exercised within 12 months of the date of this decision by obtaining the necessary building, zoning and other permits for the proposed construction. This period will be extended if this decision is stayed by the order of any court or operation of law. This order may be revoked by the Board after notice and opportunity to be heard for violation of any of the conditions imposed. This decision may be appealed by filing an action in certioari in the circuit court for this county within 30 days after the date of filing of the decision. The municipality assumes no liability for and make no warranty as to the reliance on this decision if construction is commenced prior to expiration of this 30 day period. ZONING BOARD OF ADJUSTMENT Signed/-~~~j' Chairpergso C Date: E__ 4 ~-2- -l Q Filed:-8-13-90 cc: Town Clerk and file v 2