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020-1035-70-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No. GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No. 641986 Personal information you provide may be used for secondary purposes [Privacy Law. s 15.04 (1)(ni Permit Holder's Name: city Village Township Parcel Tax No Hunt Electric Corp. TOWN OF HUDSON 020-1035-70-000 CST BM Elev: Insp. BM Elev: SM Description: Section/Town/Range/Map No: 17.29.19.155A TANK INFORMATION FI F=VerinNl nerA TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMPISIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well SUIL AIdSUKY I IUN SYSTEM STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SVHt Inlet SVHt Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Cf Trenches PIT DIMENSIONS No Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer INFORMATION CHAMBER OR Type Of System: Model Number: UNIT UIS I KIbfU I IUN SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) 1Length__ Length Dia Dia Spacing SUIL GUVEK v Praeeura Svctamc nniv vv IUtnunA r1r At-r:r�da Ct.ctame nnly Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes -] No 1 17 Yes No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: Inspection #2: Location: No Address Available 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? [1 Yes D No I Use other side for additional information. tl_ J SBD-6710 (R.3/97) Date Insepctor's Signature Carl. No. ,t Safety Buildings Division County �/►�� , U St. Croix and 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) rtiy G so,WI 3707-7162 G St saiws�y'/� �n�tV ir State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appr riate g tat unit p WTS-052200833-C is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary [,�� purposes in accordance with the PrivacyLaw, s. 15.04(1 m , Slats. XXj( Dam Rd., Hudson, WI 1. Application Information - Please Print All Information Property Owner's Name Parcel # Hunt Electric Corp. 020-1035-70-000 Property Owner's Mailing Address Property Location Chicago Ave. Govt. Lot City, State Zip Code Phone Number SE '/4, SE '/., Section 17 Bloomington, MN 55420 (circle one) T 29 N; R 19 E or W IL Type of Building (check all that apply) Lot # ❑ 1 or 2 Family Dwelling -Number of Bedrooms Na Subdivision Name �, r (p� Block # 9® ublic/Commercial -Describe Use Electrical Contractor Na ❑ City of ❑ State Owned - Describe Use ❑ Village of CSM Number Na ® Town of Hudson III. Ty of Permit: (Check only o e box on line A. Complete line B if applicable) A. ® ew System ys ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) Remove existing Pump Chamber B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Coro onent/Device: (Check all that apply) ❑ Non -Pressurized In -Ground ® essurized In -Ground ❑ At -Grade ❑ Mound > 24 in. f suitable soil ❑ Mound < 24 in. of suitable soil U Holding Tank ❑ Other Dispersal Component (explain) ® etreatment Device (explain) EwFodATU V. DispersaVrreatment Area Information: Sim/Tech STF-100A effluent filter at effluent pump discharge Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed is System Elevation 4,500.00 G 1.6 G . Ft. 2,812.50 s . ft. 2,880.00 sq. ft.. 89.0', 90.0' & 91.0' VI. Tank Info Capacity in Total # of u rer/� Gallons Gallons Units lji; ? ` /� .9 New Tanks ExistingTanks prj . „! S�,4.1*4k - Septic or Holding Tank Na 4,000, 6,010, 11,010 3 Wieser Concrete X 1,000 Dosing chamber Na 5,000, 2,000 7,000 2 Wieser Concrete X VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's amre MP/MPRS Number Business Phone Number G Za a MPRS 222373 (715) 386-2850 Plumber's Address (Street, City, State, Zip Code) 715 6a' St. N, Hudson, Wl 54016 V111. Court /Department Use Only Approved ❑ Disappr Permit Fee DDatt Issued Issu' g Agent Signature ❑ n Reas r Denial / _ / Z�- �Ly�, CC �itt�i YSTEIOW ProvReesin=9 fav Bisappreval 3\ ©r ` ' rQE a+� S31 11 Septic tank, effluent filter and AA``rr_ _ �y _ dispersal cell must bB serviced /malntalnad 1'rµ t"" nSps "`"'-�e-t as per management plan provided by Plumber.' t,��• � All setback requirements must be maintained ' ram• -•rr •--- - ----- - Attach to Complete plans for the system sua submit to he County only on paper neLless than 8 112 ill inches in sin �'� IY1c'rf4 � �. � S� Csre� 6e)•er `�`' �' �'e May 13, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-05-13 Plan Review: PWTS-052200833-C JAMES K THOMPSON 340 Paulsen Lake Ln Osceola WI 54020 SITE: Hunt Electric xxx Daily Rd., Hudson, WI 54016 Town of HUDSON St. Croix County Total Amount: $800.00 FOR: DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay hUp://dsps.wi.gov/programs/industry-services www.vviscortsin.gov Tony Even - Governor Dawn Crim - Secretary Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE In -ground Component Manual - Ver. 2.0, SBD-10705- P (N.01/01, R 10/12) Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R 10/12) Description: 4500 GPD (Pretreatment In -Ground Pressure — New Construction) Maintenance Required 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 101.01(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 be met during construction or installation and prior to occupancy or use: • The department may require metering or monitoring of the effluent from this product to evaluate the operation and compliance to SPS 383.44 effluent quality parameters. • A valid maintenance/servicing contract is required for the life of the system. A copy of the initial warranty or contract must be submitted to the county prior to issuance of the sanitary permit bo- Ific t r"'t hewing agent. • 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. • Divert surface water from all POWTS Areas. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. 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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing 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. Thanks, �q �A rlein 7/,2n,�.e�f �reaf POWTS Plan Reviewer — Wastewater Specialist Department of Safety & Professional Services I Division of Industry Services email: tim.%,anderleest(u-wisconsin.eoN Cell: 608-516-6134 Sanitary Permit Applicaiton Index & Tilte Sheet Project Name: Hunt Electric Corporation EcoPod ATU Owners Name: Hunt Electric Corporation Owner's adress: 7900 Chicago Ave. S, Bloomington, MN 55420 Site address: )M Daily Rd., Hudson, WI Project Location: Subdivision: Na Legal Description: SEu4 SEu4, Sec. 17, T.29N., R.19W., Tn of Hudson, St. Croix Co., Wl. Parcel ID #: 020-1035-70-000 Page 1 Index and Title Sheet Page 2 - 40 State Approved Design Page 41 Sanitary System Ownership/Address Form Page 42a-c Waranty Deed Attachments: None Mater Plumber Restricted Service: Gary Zappa, DSPS Credential #222373 Signature: i yy Date:T�/�O Page 1 Of 42 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01) Index & Tilte Sheet State Plan Review Submittal Project Name: Hunt Electric Corporation Owners Name: Hudson Business Park, LLC Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Owner's adress: 7900 Chicago Ave., Bloomington, MN 55420 Site address: xxx Daily Rd.., Hudson, Wl 54016 Subdivision: Na Legal Description: SEv4 SEv4, Sec. 17, T.29N., R.19W., Tn of Hudson, St. Croix Co., Wl. Parcel ID #: 020-1035-70-M SEE CORRESPONDENCE Page 1 - 4 Job Description, Daily Flow, Treatment Tanks, Distribution Network, Dispesai Cell Calculations, etc. Page 5 W4000HD-MR Trash Tank Cross Section Page 6 W5000HD-MR Equalization Tank Cross Section Page 7 W6010 EcoPod Reactor Tank Page 8 W 1000-MR Setteling Tank Page 9 W2000-MR Pump Chamber Page 10 Zoeller BN53 Pump Curve Page 11 Zoeller BN153 Pump Curve Page 12 SJE Rhombus IFS Control Panel Specifications - Equalization Tank Page 13 SJE Rhombus IFS Control Panel Specifications - Dose Tank Page 14 Orenco V6403A Distribting Valve specifications Page 15 Orenco V6403A Distribting Valve head loss curve Page 16 PolyLok Filter Specifications Page 17 SymTech Filter Specifications Page 18 EzFlow 1206H Cut Sheet Page 19 EcoPod E300D schematics Page 20 EcoPod POWTS Agreement Page 21 EcoPod Service Contract ,ppunN111 Page 22 POWTS Start Up Proceedures ����VJISC0 *4 Page 23 POWTS Management Plan Page 24a&b EcoPod E300D Product Approval � K Page 25 Page 26 System Elevations Site Plan o oA k E-23 _ o %2t 7 Attachments: Soil Evaluation Report a Page I of 26 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0, SBD-10705-P (N.01101, R. 10/12) Pressure Distribution Component Manual for POWTS version 2.0, SBD-10706-P (N 01/01), R. 10/12 Ilev. a '� r3► � �o,",a.sReasp ,'c°'z'E��rw+'r 9i,.sssd � Lc ,; 11 •, r \ Mrl Rd. , 'emu/:� � � � , • p 38,E � .. .. s A"r raa. t�pBso • .... .zsnvar'� s f,�!/; a.� - lt'b/asce� p E boa•.- e�f%s, 6a'64 Hunt Electric, Inc: — Big Baer Industrial Facility Non -Residential ATU POWTS In accordance with Pressure Distribution POWTS Component Manual, Version 2.0, SBD-10706-P (N.01101) JOB DESCRIPTION: Hunt Electric is proposing to construct a 249,424 square foot facility that will produce electrical supplies. The facility will operate one shift per day, Monday — Friday, with a maximum of 150 full time employees. There will be no show rooms, no onsite sales and no customer walk-ins. There will be a kitchenet available for employees to use as a lunchroom. No meals will be prepared or served onsite. There will be no shower facilities available. There will be 22 floor drains in the facility. The estimated daily wastewater flow of 2,500 Gpd. will be increased to 3,000 Gpd as a design factor to allow for future employee increases. The Soil & Site evaluation report of record indicates soils that will accept effluent at a rate of 0.7/1.6 gpd/sq.ft./day. Only domestic wastes will enter the POWTS. Any and all non -domestic wastes will be directed an approved DNR holding tank. Design assumes 600 BOD waste strength based on effluent quality testing results from similar facilities. PROPOSAL: Timed dosing is proposed to allow retention & mitigation of peak flows. The system to consist of Heavy Duty 4,000 gallon trash tank that will gravity flow to a Heavy Duty 5,000 gallon equalization tank. Effluent will be time dosed into a Wieser Concrete W6010 treatment tank containing two (2) EcoPod E300D Aeration Treatment Units. The highly treated effluent will then be discharge by gravity to a 1,000 gallon settling chamber with an effluent filter installed at the tank outlet. The effluent will gravity flow into a 2,000 gallon dose tank containing duplex pumps and will discharge through a SimTech STF-100 effluent filter while being dosed into a six trench dispersal cell utilizing pressure distribution. Effluent will be directed to the dispersal trenches through an Orenco V6603A indexing diverter valve. that will alternately dose each of the six trenches in series. Each of the six trenches will receive five doses per day for a total of 30 doses per day to the dispersal cell. Design Wastewater Flow: 4.500.00 Gad Design Dailv Flow (150 employees all shifts) (13 galJemployee): 1,950.00 gpd (22 floor drains) (25 gal./drain): 550.00 gpd Additional flow to allow future employee increase: 500.00 gpd Estimated wastewater flow (EWF): 3,000.00 gpd EWF Design wastewater flow (DWF) = 3,000.00 gpd x 150%: 4,500.00 god DWF Dispersal Cell Calculations: 1. Dispersal cell infiltrative surface elev.: 2. Daily Design Wastewater Flow: 3. Infiltrative capacity of natural soil: 4. Soil loading rate as designed: 5. Absorption area required: 6. Proposed absorption area: Number of trenches: Trench width: Trench length: Total system area w/ 6' trench spacing: 90.00'. 91.00' & 92.00' 4,500.00 God 1.6 gpd/sq. I 1.562 gy&sq. ft. 2,812.50 4. ft. (4,500.00 GPD / 1.6 gpd/sq. ft.) 2 880.00 sq. ft. (96 EZ-flow EZ 1203 bundles at 30.00 sq.fi. per unit) 6 Cam 16 EZ-Flow distribution units per dispersal trench (96 total) 6.00' (Two 3.0' bundles placed side by side) 80.00, 66.00'x 80.00' Pg. 1 of 4 Trash Tank Sizing Calculations: Manufacturer & Capacity: Wieser Concrete Heav Dy_uty 4,000 treatment tank (4,03920 gallons actual). 1. Required capacity per EcoPod design specifications = 24 hr. — 48 hr. retention time. 2. 4,039.20 tank capacity/3,000 gpd = 32 hours, 19 minutes retention time. Equalization Tank W/ Timed Dosing to ATU — Capacity & Dose Volume Calculations: Manufacturer & Capacity: Wieser Concrete Heavy Duty 5000-MR timed dose tank (69.81 gal./inch = 5,026.32 gal. actual capacity). EWF = 3,000.00 gpd, total available surge volume = 58.65" or 4,094.36 gallons. 4,500.00 gpd/ DWF at 24 doses per day = 24 hr. 00 minutes retention time. Equalization tank to include duplexing Zoeller BN53 pumps with SJE Rhombus IFS single phase, duplex control panel with time dosing, redundant off floats, demand surge override on/surge notification ahem, demand surge override off, pump failure alarm, current sensor, & electrical disconnect switch. Timer to be set to activate pump at 30 minute intervals. Design requires dose volume of 93.75 gallons at 12.75' TDH = 25 gpm with dose time of 3 minutes, 45 seconds. Pump discharge rate to be calculated as installed and pump duration timer to be recalibtated to provide required dose volume of 93.75 gallons. Timed Dosing Equalization Tank Settings: A) Reserve capacity above surge on: 12.00" = 837.72 gal. B) High water override on & alarm: 60.00" C) High water demand override off: 55.W' = 349.05 gal. (dose vol. during surge condition D) Dose volume: 1.35" = 94.24 gal. E) Redundant off: 12.00" = 837.72 gal. TOTAL: 72.00" = 5,026.32 gal. 2. Pump selection: (Invert of EcoPod tank inlet: 90.67' - pump off: 82.73', + 1.0' friction loss = 8.94' TDH) Manufacturer: Zoeller Model number: Min. discharge rate required: Pump discharge: _BN53 Na 35.00 f um A 9.00' TDH Wastewater Strength Target: B.O.D. < 30Mg/L, T.S.S. <_ 30 Mg/L, F.O.G. <_30 Mg/L, Ph = 7.2 Assumed Wastewater Strength: B.O.D. = 600 Mg/L, Manufacturer & Capacity: EcoPod E300D designed to remove 7.5 Lbs. BOD/day x 2 units = 15.0 lbs BOD removal Treatment capacity required = 3,000.00 Gpd, waste strength 600 mg/L B.O.D. = 15.012 Lbs. BOD/day Lbs. of B.O.D./Day = (600 Mg/L)(3 000Gpd )(8 34) 1,000,000 Aeration Treatment Unit Apparatus and Tankage Proposed Two (2) EcoPod E300D ATUs in Wieser Concrete W6010 treatment tank. Dose Chamber Capacity & Dose Volume Calculations: Manufacturer & Capacity: Wieser Concrete WLP2 000-MR (46 00" na 42.92 gal./inch 1,974.32 gal actual eaMity� Zoeller BN 153 duplex pumps to be installed w/ SJE Rhombus IFS single phase duplex control panel w/ demand dosing, current sensor, redundant off floats, pump failure alarm & electrical disconnect switch. Sym-tech STF-100 effluent filters to be installed at pump outlets. 1. Pump Chamber Calculations: A) Reserve capacity: 30.50" = 1,390.06 gal (0 gallons req_ui led - duplex pumps proposed B) Alarm setting: _ 0.00" = 00.00 gal. C) Dose volume + flow back: 3.50" = 150.22 gal. (4,500.00 gal./30 doses per day) + (.163x70') =' 151.41 gal. max. dose volume (092 galAineal foot of IX" lateralX80.0x2x5) = 73.60 gal. min. dose volume 4,500 gpd/5 doses/day/6 dispersal cells (30 doses/day)=150.00 gal/dose at 5 doses/trench/day D) Reserve storage: 12.00" = 515.04 gal. TOTAL: 46.00" = 1,974.32 gal. Pg. 2 of 4 2. Pump selection: Manufacturer. Model number. Min. discharge rate required: Pump discharge: Pressure Distribution Network: 1. Distribution pipe sizing: Laterals per cell: Lateral spacing: Lateral length: Lateral size: Orifice size: Orifice spacing (x): Orifices per lateral: Network discharge rate: 2. Manifold sizing: Location: Length: Diameter: 3. Force Main: Diameter. Length: Zoeller BN151 18.04 enm 38.00 t gym A 22.32' TDH 2 3.00' 78.00' 114" 48" 1 st hole at 24" from manifold entrance through end cap) 22 18.04 gaUrninute (2 lateralsx22 orifices/lateralX0.41 gall ) End 7' 1 %11 2" 70' 4. Total dynamic head: 22.32' Min. supply pressure: 5.00, Vertical lift: 5.84' (high point of diversion valve = 92.50', pump off = 86.66') Friction loss (Sym-tech filter): 0.50' Friction loss (2" Forcemain): 0.98' (70)(1.39 ft./I00ft.) _ .973 ft. Friction loss (Dist. Network fittings): 3.00' Friction loss (Distributing valve): 7.00' Total dynamic head: 22.32' 5. Pump selection: Manufacturer: Model number: Min. discharge rate required: Pump discharge: Zoeller BN 152 18.04 gpm na. 22.32' TDH 38.00 f gpm a, 22.32' TDH 6. Fluid Flow Calculations: Zoeller BN152 Effluent pump will discharge 38 GPM = 3.88 fL/second Effluent velocity = (.408)(38 gpm) = 3.876 ft./second (flow through PVC pipe to be 2 -10 ft./sec.) 4 7. Orenco V6403A pressurized indexing distributing valve to be installed to rotate effluent distribution equally to all dispersal trenches. Lateral Construction Detail: 1. Pressure distribution laterals to be installed in accordance with manufacturer recommendations within "Installation Instructions for EZ-Flow Distribution Systems". 2. Distribution lateral to start at entrance through end -port. 11 orifice located at 24" from entrance through end - port, last orifice located at 24" from end of dispersal cell. Pg. 3 of 4 3. 114" distribution laterals to be sleeved through 3" EZ-Flow corrugated distribution pipe. 4. 1/8"-orifices, spaced at 48", to be drilled at 12 o'clock position with every 51, orifice drilled at 6 o'clock position to allow effluent drainage upon completion of the dose cycle. 5. 1 %" .lateral cleanout extension to be brought to finished grade by use of long sweep 90' elbow. Cleanouts to terminate with 1 %:" ball valve within valve box. :44- Y Y-y��8ti . INA6,11 - - , so - Lateral Turn -up Detail: Lateral Turn -up Detail Finished �����.....�.�� •............. Grade 6-8" Diameter Threaded Lawn Sprinkler -♦ ; ; Cleanout Plug or Distribution Lateral Long 45 Degree BSweep ends 0 or Two Same Diameter as Lateral i 1 I$ CIE VIIENOU �ti.'`lrrr e4 • .� �1�11� �:'a!1'r1 ►4 � ,!t► >�''►11 • ° ' ►1.1111i01V ►14�"+►1►11'►i sti.»rl r'►1l1r1i ti�s�►3 11;►� ti1;r :�►11! 4>� ►ti ►11ti EZ-Flow Distribution Cell Plan View Layout (typical): Fore Main End Manifold k°Y°/R°k Y°/°!°! Y°/°!°!°Y°>;R°!°Y°>°!°R i°>°R°!°i°i°r i°Y°>°!°!°Y°i°!°!°KN >°!°t /°1 R�► i°►iR°Y /°►°R°►°Y >°!°► ti>°!/► iaiii !°t i/!°Y Yti°!°Y Y°!°!°! Y°e >°k°r Y'►•!°► i Y•i°>'! s'rtY°� r°Y�r°!°r`Y°!4r'r"r1 !4 Yet+siif+,4+�t4't+��'r�4'h4+i+e+ers+e+R+e"�sifY Yir°Y*Y°Y Y;Y�I�Y Y°) !°Y r°l;ldY r°Y#! Y�i>>�!<! Y°!+!°! i� xY°Y°Y�s;lti•i�/�! Y P&4of4 156" 4CAST-A-SEAL 4" CAST -A -SEAL d � `� / r \ I FILTER OR BAFFLE �' L— :T,— ----- tn Fy w 0 IDENTIFICATION TAG INSTALLED BY WIESER CONCRETE io TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WEHD4000 TANK SPECIFICATIONS DIMENSIONS: WALL: 6" BOTTOM: 6" COVER: 6' MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 110" O.D. LENGTH: 156" O.D. WIDTH: 84" O.D. BELOW INLET: 98" O.D. LIQUID LEVEL: 90" WEIGHT: 17.900 LBS. PER SECTION INLET AND OUTLET: 4" CAST -A -SEAL BOOT, GASKET OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY' 44.88 GAL/IN LOADING DESIGN: 12' 0" UNSATURATED SOIL / HS-20 HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 4,129 GALLONS TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON TANK: MIX DESIGN #8 (NO FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE IIDRAFORGAPPROVALTED II APPROVED BY: _ APPROVAL DATE: PRODUCTS NEEDED BY: j 0 C ao 0 ID io alp u 6" 180" 168" — — — — — — — — — — — - / - 4" CAST -A -SEAL 4" CAST -A -SEAL / FILTER OR -�� BAFFLE IDENTIFICATION TAG INSILLER �- — — — — — — CONCRETE — J — — — — — — — — — — 00 ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WEHD5000 TANK SPECIFICATIONS 6" DIMENSIONS:- WALL- 6" BOTTOM: 7" 0- TOP: 8" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 96" O.D. 'p LENGTH: 180" O.D. 'r WIDTH: 108" O.D. BELOW INLET: 81" O.D. LIQUID LEVEL: 7V > WEIGHT: 24,245 LBS PER SECTION V) o INLET AND OUTLET: 4" CAST -A -SEAL BOOT, GASKET OR EQUAL c INLET AND OUTLET BAFFLE AND FILTER: g WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) 'm S LIQUID CAPACITY: 69.81 GAL AN a o LAJ HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 5,166 GALLONS Ln W LOADING DESIGN: 12'-0" UNSATURATED SOIL/HS-20 es TANK CAN BE USED AS: C SEPTIC/ HOLDING/ PUMP OR SIPHON o 00 TANK: MIX DESIGN #8 (NO FIBER) N N WoM CUSTOMIZED TANKS: O �_ FOR CUSTOM TANKS CONTACT Do ouTLer WESER CONCRETE m �} J a z z o � U F DRAWINGS SUBMITTED a uj FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: /OF <Ig N 0 INLE 184" 4' CAST -A -SEAL 4" CAST -A -SEAL 024 / TYP � I \ J FILTER OR l BAFFLE ----------------- TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS OUTLET e O QI W6010 TANK SPECIFICATIONS DIMENSIONS: WALL: 3' BOTTOM: 5" COVER: 5' MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: 112" O.D. LENGTH: 184' O.D. WIDTH: 102" O.D. BELOW INLET: 92' O.D. LIQUID LEVEL: 85" WEIGHT: 15,050 LBS. PER SECTION INLET AND OUTLET: 4' CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL 110 (OTHER STATES SEE CHART) LIQUID CAPACITY. 70.71 GAL/IN m 0 8 0 HOLDING TANK: OUTLET HOLE PLUGGED �1< ACTUAL CAPACITY: 6152 GALLONS LOADING DESIGN: 8' 0' UNSATURATED SOIL �00 TANK CAN BE USED AS: 1 SEPTIC/ HOLDING/ PUMP OR SIPHON N r7 0 1 13 TANK: MIX DESIGN #9 (SMALL FIBER) � �O CUSTOMIZED TANKS: W o0 - � FOR CUSTOM TANKS CONTACT WIESER CONCRETE n O 0 F a DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: I/� 4" CAST- w WLP1000-MR TANK SPECIFICATIONS DIMENSIONS: WALL- 2 1/2" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/4- LENGTH: 8'-8" WIDTH: 7'-2" BELOW INLET: 42" LIQUID LEVEL: 36" WEIGHT: 6,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET t Ln INLET - OUTLET 77 t °"n ul N U : a `a � `� a o PUMP PAD ASTM C-1227 INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY. 27.83 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY. 1,085 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: W F" Y Lo ®�co � w o � N Z 04 o I O m 00 Lu 3 W2000— M R TANK SPECIFICATIONS 2 a 12'-7" DIMENSIONS: � o WALL: 2 1/2" a BOTTOM: 4_ COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER a -- HEIGHT: 66" o LENGTH: 12'-7" 4" CAST -A -SEAL 4" CAST -A -SEAL WIDTH i-2" BELOW INLET: 53" LIQUID LEVEL- 46" `o WEIGHT: 15,370 LBS. a o 0 INLET AND OUTLET: a 3 S E 4" CAST -A -SEAL BOOT OR EQUAL GASKET m o 0 �\\ FILTER OR BAFFLE INLET AND OUTLET BAFFLE AND FILTER: 3 w WISCONSIN, SEE DETAIL #10 $ o 0 4 (OTHER STATES SEE CHART) W 8 LIQUID CAPACITY' 42.92 GALAN W � TOP VIEW HOLDING TANK: � OUTLET HOLE PLUGGED ®' ACTUAL CAPACITY: 1,085 GALLONS co � LOADING DESIGN: 8'-0" UNSATURATED SOIL ? � N a LiTANK CAN BE USED AS: o M +� SEPTIC / HOLDING / PUMP OR SIPHON o 7:00 COVE (NO FIBER) ---- s ---- _-� TANK: MIX IxDESIGN #10 10(STRUCTURAL FIBER) W INLETOUTLET CUSTOMIZED TANKS: ern I IIT FOR. CUSTOM TANKS CONTACT WIESER CONCRETE Lo U s f 000 I Q a REVIEWED BY N F REVIEW DATE 3 a. SIDE MEW DRAWINGS SUBMITTED � FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: Z OF TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED BY: / 1 v N W s 20 x 15 4 0 T r A are 10 0 2 5 0 GALLONS LITERS PUMP PERFORMANCE CURVE MODELS 53/55157/59 10 20 30 1 40 50 80 3' c�+'j c FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Variable level float switches available. • Variable level long cycle systems available. -,Available with special cord lengths of 15', 25', 35' and 59 • Alarm systems available. • Duplex system available. teal contra Betsabon VOW Pkaaa� Saes GM UL us7rsa Ns 1 Me 9.7 1 Y Y N6T69 116 1 flan 9.7 2 3 ar 4d 6 V Y FzE=&w 1 Aaf 9.7 tis 1 Aida 9.1 N y 230 1 Pub 4b Y Yes7159 230 1 AutoNon 41 1 YY�7169 230 1 Non 4J! 2 3ar4as Y Y -bTrtpe PNMN� sect alotneo. TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING_ MODEL 5IW57/59 Feet Meters Gal. Liters 5 1.5 43 163 10 3.0 34 129 15 4.6 1 19 72 Shut-off Head: 1 19.25 fL(5.9m) 3h8 eV* 40 r-1,a-,11R r4•r i__T —i $ioea SELECTION GUIDE 1. lntegai float operated reed icOI WAtCk no extttmal oontd tequbed 2 Single plgpybeck variable W4W loot wAlch or do" puMteck variable level goatarich. Filer to FM0477. 3. Mechanical ademebr'M4W 104M or MW75. 4. See FMO712 for owed model of ElIchicel AMuttebr. 5. Van" I&W contrd w*h io-0= used as a cordrd acbvatar, wdh Electrical Abmator (3) or (4) boat System. For0ft uionontddimWZoderp odn sralm CWAWOmPaWback W"bWLro lFoalSY kros,FMWT; A I instasbon of controls, pmtscaon dONon and Mdng shodd be done by a quaMW east'cdArmbr,Rd04ba;LMdw*WAllmaW.Fu04M;SnpZww Baiu.Fu0487;wW&r#sRase Iloaneadelectrician. AI eledAW and me" codes shwAd befolbwd Including the Saeplex Pump CorioW mt Syslow, FM0732 most recent National Eleddo Code (NEC) and the 0coupahonal Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conar ions a reserve safely facbr is engineered i7do the design of every Zoeler pump. — MNL TO' no. BOX 10W Iaa�atHe, kY 4a26643Q Manabvisws d.. , � snrm. 90/9Canal7mRbed eLairti6i lrY 4(p11-19M �ANOW.5#4r /Yff bageslrwr•.aoeAeraom PUMP !O.150 a Coorrwe 2004 Zoeller Co. AN rWft reserved. i , /O off' ZG PUMP PERFORMANCE CURVE MODEL 1511152M53 /9.oy�Aof �(:Arwta n sale nL CONSULT FACWFORs�P��c SPECIAL APPLICATIONS • Tined closing panels evellb11 • Elea t aril SNerneEds, for clupWsysterns,are available and supplied rtliet an alarm. • Venable level Cantd wAllote8 are wdW to for coritOillg single phase systems. • Dod* piggybedc vwmbb l W float lseilches ale available for variable level IM and tlhat cyds corltrols. • Sealed Qxi 4" aysllebls for ouldocr ittamNetons. See FM1420. • Over 130'F. (WC.) special gadarion required. 15111521153 Series 15U161r15s XOMLS Cowell go"$" valb►ft roe. Awp err Iar115 1 Non 6A 1 2or 3 115 1 Aula 5.0 Included 2w3 230 1 Non 3.2 1 2or3 F 230 1 Aae 32 Included 2or3 115 1 Nm 5.5 1 2or3 115 1 Auto 8.5 Incsbd 2w3 230 t Non 4.3 1 2or 230 1 Aub 43 hrdrs0ed 2or3 SS 11 1 Non 1 1 2w3 11111153 115- 1 Auto 10.5 h hided I 2or3 E153 230 i 1 Nan 5.3 1 2or3 BE153 30 / Auto 5.3 sl4saded 2 or 3 TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 F Mass tad Uses Oct I lass Or. Uses 6 ib Sff .lee M 281 77 2a1 10 iD 45 170 61 231 70 20 15 4b w VA 63 201 81 231 20 M 28 110 44 1ar m w 25 Ta 15 51 34 f3M:::.42 '155 30 if Z8 5l 33. 125 36 10.7 - 22 ell 4o tt2 11 42 SX0e5 Haag 30R elm 381E(11J. 44t 13.4a Model 151 87g3 ]Te ells ' 37e 4 37e Models 152 / 153 3 aa2 SELECTION GUIDE t a% 1. Single piggybedc variable level lost W&.h or double piNYI)S k variable Ieve150at IA,CAUTIM I swilM. Rerati)FMO477. All Installation of controls, protection devices and witing should be done by a qualified 2. Sae FW712 for coned model of Eleofte Altemelor E-Pak licensed elaetrklan. As electrical and safety codes should be followed Including the most 3. Variable level aomrd ardbelt 10-022511sad a6 a Wr�d eo0vetar, Specify duplex (3) recent National Eiecbic Cods (NEC) and the Occupational Safety wd Health Act (OSHA), or (4) rl" system. RESERVE POWERED DESIGN For tmuaual oontfifians a reserve tfafe(y iafclor a engineered into the design of every Z.o W Ptsflp. YAs. To, P.O. BOX low totidtlet KY 4a258IXi17 dNnrdaoaasra are. Me sNvm: 3et.ou 2: Kv 402tt 1p�3fw.ar3oe9@reaa l/MP CO. r� �r 44M ®Copyright 2004 Zoeller Co. AM 00111111111 reserved. INSTALLER FRIENDLY SERIES° SINGLE PHASE DUPLEX - Demand or timed dose float controlled system for pump control and system monitoring. daF- t tNtlht IiPTIONS !LISTED aELOW;� =PANELTYPE Ir0 Fig'F �A I�'• CONTROLPANEL ✓ FS 3 Duplex Timed. Dose includes Option 8AC and 1 OE as standard) 1 4 Duplex Demand Dose fmcludes Option BAC and 1 OE as standard ALARM PACKAGE✓' . 1 Alarm Package Oncludes test/normal/silence switch, fuse, red I[^ 8 hom / 4 . W Weatherproof, NEMA 4X (engineered thermoplastic) 1 120/208/240V m 9 12UV orilly 0 0-7FLA 1 7-15FLA 2 15-20 FLA No Pump Disconnect / 1 4 Circuit Breaket(s)120V (select STARTING DEVICE ion 9 above) Circuit Brea s 120/208/240V (select STARTING DEVICE Option 1 above H floats - Pump Down (select Option 17 below) pe Timed dose = timer enable and alarm / Demand dose = stop, start, and alarm E EZconnex' Float Switch System I hied Dose (select Option 34 or 35 below) Demand Dose X No Floats Timed Dose Demand Dose C C-LeveP Sensor (select Option 24 or 29) Select Option 3E and/ Timed Dose or 4A 8 40 for high water alarm and/or redundant off floats Demand Dose IFS Duplex Bmne Price Alarm Package Enclosure Ratinc Starting Device Pump Full Load Amps Pump Dislxmects Float Switch Application Total Options TOTAL UST PRICE OPTIONS 1 1 J Duo Alarin inputs 17C DESCRIPTION Sensor Float' / Internally Weighted (per Float) - Mercury 3A Alarm Flasher 17D Sensor Float' / Externally Weighted (per Float) - Mercury 38 Manual Alarm Reset 17G SJE MLIIIAmpMaster" / Pipe Clamp (per Float) - Mechanical High Water Alarm Float must also select li) on 17 3E Q* Available with Float Switch Applicatio = C 17H SJE M#MmpMaster' / External eel (per Float) -Mechanical ty Weighted 17J Sensor Float° / Pipe Clamp (per Float) - Mercury Redundant Off (must also select Option 4D if floats are required) Timed Dose 18A Timer Override float (Timed Dose Float Panel Only) Demand p 19F Fourth float to Separate Alarm Function from Lag (Demand Dose Float Panel Only) 4D Redundant Off Float (must also select Option 4A and Option 17) 06A"Auxilial,, Contact, Form C r pump circult breakers• coon" and alarm power cam n 24E C-Level" CL40 Sensor with 4'Vert Tube and 20' Cord 24F 24G C-Level' CL40 Sensor with 4Vent Tube and 40' Cord C-Level' CL40 Sensor with V Vent Tube and 20' Cord 24H 24X C-Izver CL40 Sensor with B'Vent Tube and 49 Cord No C-Level" CL40 Sensor 29A C Level" CL100 Sensor with 10' Vent Tube and 20 Cord 29B Uxvel' CL100 Sensor with 10' Vent Tube and 40' Cord 10K Anti -condensation Heater 29X I No Cievel' CLI00 Sensor 11 C Additional NEMA 1 Rewrote Alarm Panel (must also select Option 6A) 34D ■ EZconnex• 4-Port, 25', with 10' Floats (3) / Pipe Clamp, sealing Plug 11 D Additional NEMA 4X Remote Alarm Panel (must also select Option 6A) 34E ■ EZcanex' 4-Por, 5V, with 1 O' Floats (3) / Pipe (lamp, Sealing Plug 15A Comrol/Alarm Circuit Breaker 34G ■ E&onnex' 4-Port, 25', with 20' Floats (3) / Pipe Clamp, Sealing Plug 16A 10' Cord In Lieu of 20' Cad per Float) 34H N EZconnee 4-Port, 50', with 20' Floats (3) / Pipe Clamp, Sealing Plug 168 15' Cord In Lieu of 20' Cord (per Float) 35DO EZconnex' 4-Port, 25, with 1 tT Floats (4) / Pope Clamp 16C 30' Cord in Lieu of 20' Cord (per Float) 35E ■ EZcmnex' 4-Pon, 50', with 10' Floats (4) / Pipe Clamp 16D 40 Cord in Lieu of 20' Cord (per Float) 35G ■ EZcomex' 4-Polt, 25', with 20' Floats (4) / Pipe Clamp 35H ■ EZconnex' 4-Port, 50, with 20' Floats (4) / Pipe Clamp NEZconnex' mechanically -activated, narrow angle float switches with quick release connections CAtanda MaP 65 ItQnRae tka tes"Mo: IWARWIG C miner a W aeFedl live ttam - rev 8.14 www.sjerhombus.corn • email: customecservice(alsielnc.com SEE PRICE BOOK FOR PRICING. f> SJE RHOMBUS 0. izaf� INSTALLER FRIENDLY. SERIW SINGLE PHASE DUPLEX- Demand orInted dose float controlled system for pump control and system monitoring. IFS 1 W q A4 1 8AC10El7G/9f r • r ✓ IFS r c 3 Duplex Tined Dose includes Option SAC and 1OE as standard) 4 Duplex Demand Dose includes Option SAC and 1 OE as standard) ✓ 1 Alarm Package includes tesVnornal/silence switch, fuse, red fight & hom ✓ W Weatherproof, NEMA 4X lerigineered thermoplastic) t 1 120/208/240V 9 12DVanly - 0 O-7FLA 1 7-15FLA 2 15- 20 FLA 0 No Pump Disconnect r 4 CircultBr_ s 120V select STARTING DEVICE Option 9 above) Circuit s120/208/240V (Meet STARTING DEVICE Option 1above) H Floats- Pur np Down (select Option 17 below) Timed dose = timer enable and alarm / Demand dose = stop, start, and alarm E EZconneze Float Switch System Timed Dose r (select Option 34 or 35 below) Demand Dose X r os No Floats Timed De Demand Dose C C-imial"Saw (select Option 24 or 29) Select Option 3E and/ Timed Dose or 4A & 40 for high water alarm and/or redundant off floats Demand Dose IFS Duplex Base Price Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Uscor 1ects Float Switch Application Total Options TOTAL LIST PRICE DESCRIPTION 1J finto Alaifi' Inputs OPTIONS 17C DESCRIPTION Sensor Float* / Internally Weighted (per Float)- Mercury 3A Alarm Flasher 17D Sensor Float* / Externally Weighted (per Float) - Mercury 3B Manual Alarm Reset v 17G SJE M9IIAmpMaster" / Pipe Clamp (per Float) - Mechanical 3E High Water Alarm Float must also select Option 17) Only Available with F� Switch Appludon = C 17H SJE MilliAmpMaster" / Extem.* Weighted (per Float) - Mechanical 17J Sensor Float' / Pipe Clamp (per Float) - Mercury 4A Redundant Off (must also select Option 4D if floats are required) Tined. Dose 18A Timer Override Float (Tined Dose Float Panel Only) Demand Dose I 19F Fourth Float to Separate Alarm Function from Lag (Demand Dose Float Panel Only) 4D ost (must also select Option 4A 00pton 6A ib 10F Wor f� pump circuit breakers, c opower 24E C-Level` CL40 Sensor with 4' Vent Tube and 20'Cord 24F 24G C-Level" CL40 Sensor with 4' Vent Tube and 40'Cord C-Lever CL40 Sensor with 8Vent Tube and 20'Cord 24H 24X 29A C-Level" CL40 Sensor with 8'Vent Tube and 40'Cord No C-Level- CL40 Sensor C-Levpt" CL700 Sensor with 10' Vent Tube and 20' Cord 29B C-Level" CL1 DO Sensor with 1 O' Vent Tube and 40' Cord 1 OK I Anti -condensation Heater 29X I No C-Lever CL100 Sensor 11 C Additional NEMA 1 Remote Alarm Panel (must also select Option 6A) 34D O EZconnex' 4-Port, 25', with 10' Floats (3) / Pipe Clamp, Sealing Plug 11 D Adcclitionai NEMA 4X Remote Alarm Panel (must also select Option 6A) 34E M- EZconnex6 4 Port, 5V, with 1 D Floats (3) / Pipe damp, Sealing Ping 15A Control/Alarm Circuit Breaker 34G O EZconneX' 4-Port, 25', with 20' Floats (3) / Pipe damp, Sealing Plug 16A 1 O' Cord in Lieu of 20' Cord (per Float) 34H 0 EZconneX' 4-Port, 50', with 20' Floats (3) / Pipe Clamp, Sealing Plug 16D 15' Cord In lieu of 20' Cord (per Float) 35D 0 EZconnex' 4-Port, 25', with 10' Floats (4) / Pipe Clamp 16C , 30' Cord In Lieu of 20' Cord (per Float) 35EM _ EZconnex• 4-Port, 50, with 10' Floats (4) / Pipe Clamp 16D 40 Cold in Lieu of 20' Cord (per Float) 35G ■ EZcwnnexe 4-Port, 25', with 20' Floats (4) / Pipe Clamp 3514 EZconnex' 4-Port, 50', with 20' Floats (4) / Pipe Clamp ■ EZconnex' mechanically-activeted, narrow angle flost switches with quick release connections cawaraU Mae 65 reAakes aw badwiea ®wARNIM Genteel mad aevedccaw ants - www.ftM=lnszca.aas 1(> B.14 www.sjerhombus.corn - email: amtomerAevk*@sjeinc.com SEE PRICE BOOK FOR PRICING. SJE RH MBUS. . I3 of G D Ni budng Valves WSubmtal Applications General Automatic Distributing. Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfieids. ell Site view Bottom View Specificadow MHONials Of CfMI &Ucdm Arenco.'sAutomatic.Distributing Vahm Assemblies are :. . mechanically operated and sequentially redirect the pump's flow to multiple zones or calls In a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller. horsepower pumps on large sand filters and drainfields. For example, a large communitydrainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the°pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube• Pump Vaults to provide pressure and Flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location:is-atthe high•pointan the system.-- Refer to Automatic Distributing Valve Assemblies (NTP-VA-1)for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A,V6605A,V6606A. Nomenclature V UOT, A Trndicates assembly Number or active outlets Model series: 44 = 4400 series (2-4 ouUeta) 46 = 4600 series (5-6 outlds 64 - 6400 series (2-4 outlets 66 a 6600 series (5-6 emdds Distributing valve AN figincp Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM spoon Clear pipe: Sch. 40 PVC per ASTM specdkAon V4X)X D'istribtiting Vaves: High -strength noncorrosive ABS polyner and stainless steel VWO(DistribRiig Valves: High -strength noncortosive ABS polymer, staiiless steel, and die fast metal NW-SFVA-t Rex 30, m 4A3 Po I a12 /� 6 . lq af�L(o 1YwWbu. dng Vahm (continued) 35 >30 E a b a 15 s ,o 5 =o mmmmmm NOME �mmMom=� o 5 10 95 m a 39 a a 45 so 55 m a A Row (gpm) VA-, Fw. as ® w rapzd2 pi,1SOfz.6 hwAWalni' 4 Z*916 PL-525 Effluent Filter 8 NhiibfVgN P1obIW A %Mw at PoYA Inr PL-525 Filter The FL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. I �; Features: • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration, r Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center fitter. 4. Insert the FL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull FL525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely ice. 7. Replace and secure septic tank cover. 1/16" Filtration Slots Accepts 4" & 6" SCHD 40 pipe Outdoor SmartPiltert9 Alarm Polylok, Zabel & Best filters accept the SmartFIltert switch and alarm. Alarm Switch (Optional) Accepts 1" PVC Extension handle NEEN Rated for 10,000 GPD 525 Linear Ft. of 1/16- Filtration Slots Certltled to NSFUNSt Standard,46 Gas Deflector NEW Automatic Shut-off Ball Extend & Loki Easily installs into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, Cr 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com �. l(v of16 FILTER BODY 23 61 1 0 FILTER SCREEN: PERFORATED METAL 22 GA, STAINLESS STEEL TYPE 347 WITH 0,062 HOLES "# STF-100 (DATE: 09/22/06 TRIAL: REV: A ✓N BY: JASON MAY APPROVED BY: :RIPTION: JOB READYMm" :SURE FILTER r. Bundle System Configurations: Available in 7", 8", 9", 10", 12", 13" and 14" diameter bundles. 0801P-GEO 1401P-GEO 1201P-GEO 1801P-GEO 1001P-GEO 1002H-GEO 1203H-GE0 1004V-GEO 1203T-GEO 1403T-GEO 4 Business Perk fioeo P.O. Box 768 1114Oil Saybrook - Fax 860 880.677-7000 ax 650-577-7001 INFILTRATOR „�°, maxom water technologies lmoMnfi rawtwatercom Notes: 1. Other systems include 10" and 12" bed systems. Bed size will dictate the number of bundles. 2. System dimensions are dependent upon bundle diameter and configuration. 3. LLP Is for "Low Pressure Pipe" in which a pressurized distribution pipe is field installed within the corrugated pipe. 4. Internal pipe and couplings meet the requirements of ASTM F405. 5. Bundles are also available without geotextile between the netting and synthetic aggregrate. INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each ¢flow by Infiltrator expanded polystyrene drainfield system and other accessories manufactured by EZfbw by Infiltrator. ('Units"), when Installed and operated in a leechfleld of an onsite septic system In accordance with Infiltrators Instructions, Is warranted to the original puchaw ("Holder') against defective materials and worlm ansil for one year from the date that the septic permit Is Issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that Installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at Its Corporate Headquarters In Old Saybrook Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply raplacement Units for Units determined by ¢}low by Infiltrator to be covered by this Limited Warranty. ELflow by Infiltrators liability specifically excludes the cost of removal and/or. Installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANnES WITH RESPECT TO THE UNM WXUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shalt be void if any part of the EZflow system is manufactured by anyone other then ¢few. by Infiltrator. The Limited Warranty does rat extend to Inoldenthl, consequential, special or irdiect damages. Infiltrator shall rat be Hable for penalties or liquidated damages, Including loes.of production and .profits, labor and materials, overhead costs, or other losses or expenses Incurred by the Hoderor any third party. Specifically excluded from Limited Warranty coverage are damage to the Unite due to ordinary wear and !ear, alteration, aocident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by tho. installation instructions; failure to maintain the minimum ground covers set forth in the installation Instructions; the placement of Improper materials into the system containing the Units; failure of the Units or the septic system. due to Improper eiting or improper sizing, excessive water usage. Improper graces, disposal, or Improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall bevoidif the Holder fells to comply with all of the terms set forthIn this Linked Warranty. Further, in no event shah Int9trator be responsible for any loss or damage to the Holder, the Units, or any third pony resulting from Installation or shipment, or from any product liability claims of Holder or any third parry. For this Urnited Warranty to apply, the Units must be Installed in accordance with all site conditions required by state and local caches; all other applicable laws; and Inflltrator's lieralletlon Instructions. (d) No representative of Infiltrator- has the authority to change or extend this Limited Warranty. No Warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrators Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. - U.S. PetaNa: 8322946; 8337119; W978M 7914230; 7006138. Other patinas pandng. Infiltrator. QuI&A and EZliow are registered trademarks of k0trattr Water TaG logles. Infiltrator Water Tedvmlooes is a whoay-awned VJWWtsry of, Advanced Dralre9e Systems, Inc. IAA• 0 2021 InflNrsar Wall r Tedvxtbpl•s, U.C. Not iesporreltle br any typoWaph is snore. Prkrdd in USA ¢m 1121 Contact• • • Department forSii 4 n�iaW�w mum Iws��searr wLriwr uwu v �wnfwrw > �.Ir wuuvnamvY o.�mwlam.im..m wYo SCAEEN OR A mmnomPnlwu.mrmemv..r.anrAar.n. ' ii Ww'�rr�rw�Ynw.�m.>rbrwaaanwero. u nrnuwxramn�norwnm.a miswwl.a�wlanouw�. EI DNLE u .Yprtmlv.Prw Y WiaMsaouCl.11MloM�aliun��vlAf/on.t A w1.e1YmY.YdYLY,M..C7D•MV11FflQMIWEr01L• ••,O r_ ewrtYumxAuo�roBwwumlmrtA l fMf/LI MI YllftA IrllaillC YN1pY YAlu�o. flY rrs f11110YP� INFZJEWT TABLE 1 PROCESS PARAMETERS DELTA EM PAMAIETM A.gAIY YA%SYAI M.IIy yA1 wA A.0 A.v aLLY 11OM liW IlwLvrt YYGY rlwwrwe 1.� YI[fl[IM11M}I OFl.IIR i➢G AV. NOTED OTNERYASEI ED RECOMNENDE) F HOURLY 4AL PEAK IB ABOVE & ADF P1iOVIDBD NY DELTA BB NOTED OTHERWISE.) PRIMARY TANK P [EGOPOD 3.000 OAL MIN. REACTOR EFFWEM P EOOPOD TANK INTENKNR ENVELOPE STEEL AND FRP TANKS i PRFOAST AND GIP TANKS BY TYPICAL PROCESS DIAGRAM ECOPOD REACTOR LAYOUTI TABLE 3 STANDARD EOIAPMENT LIST oRdtYroK oTv WAq MoOet �SYW YKYPI 1 ma em NpG1 1 IR 1lITMlPt fAllg0.lMl 1 ma MC.YI NLLORIMN.1 Ra 1CWA DISTRIBDTKIM HEADER OHAO PVC �� .::., �� �,: _ g ..�' ���. � �.� ., kt La_"'s _� POWTS In -Ground Dispersal Cell Start Up Procedures for High Strength Waste Pursuant to Wisconsin Dep't. of Safety & Professional Services 383.54, Wis. Adm. Code Start -Up Procedure: 1. Inspect aerator operation weekly to verify air flow, turbulence, monitor water flow, etc. for 30 days. 2. Test effluent samples within 30 - 45days of installation. Samples to be collected from settling chamber. Tests to include BOD, TSS, & Ph. 3. Monitor water flow weekly for 6 months, monthly afterward. Semi-Annual/Annual Monitoring & Inspection Procedures - Dispersal Cell: Monitor existing trenches to determine condition of bio-mat. Semi-Annual/Annual Monitoring and Inspection Procedures — Treatment tanks & ATU": 1. Visually inspect all system components. 2. Evaluate Trash tank condition and sludge levels and pump contents annually or as needed. Inspect & clean outlet filter as needed. 4. inspect all treatment tanks and filters. Service as needed. 5 Determine dissolved oxygen levels at settling tank. Collect and submit BOD, TSS & Ph samples as needed. 6. ATU Inspections shall include the following: Blower Unit Inspect blower unit and air intake, clean or replace filter as needed. Check for excessive beat, noise or vibration. Alarm &/or Control Panels Test electrical connections, current draw, alarm, pressure switch and high water alarm. Adjust or repair as needed Treatment Unit Inspect manhole rings, covers, locks, vents, etc. determine operating condition of the units by visual observation & measuring sludge volume in treatment tank. Measure dissolved oxygen level, temperature and pH of effluent within unit. Collect effluent samples for B.O.D. & T.S.S analysis as needed. Replace Bacterial Inoculators annually or as needed. Surge Management: Anticipated large surge flows produced by special events shall be minimized by pumping Trash and equalization tanks prior to event. Owner shall be responsible for determining anticipated surges events. Tanks shall be pumped no more than 24 hours prior to event. ATU Unit will not be pumped so as to accommodate continued operation of Aeration Treatment Unit. Pg. 22 0f 26 POWTS In -Ground Dispersal Cell Management Plan for High Strength Waste Pursuant to Wisconsin Dep't. of Safety & Professional Services 383.54, Wis. Adm. Code General The POWTS shall be operated in accordance with Dep't. of Safety & Professional Services 382-384 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD-10706-P (N.01/01). All local and/or state rules pertaining to system maintenance and reporting shall be complied with. Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715) 248-7767 or the County POWTS inspector at (715) 386-4680. Effluent Ouality The sewage effluent concentration levels generated at this site will be high strength effluent as defined by the Wisconsin Dep't of Safety & Professional Services. Influent quality entering the dispersal component of the POWTS may not exceed 30mg/L BODs, 30 MG/L TSS, and 30 mg/L FOG. Testing of effluent concentration will be conducted at 30 - 45 days after the system is placed in service. If concentration levels exceed DSPS standards, additional testing will be completed to determine mean effluent concentration levels and facility operator will be informed of system condition. A mitigation plan Will be created to bring concentration levels into compliance. Effluent quality will again be assessed as described above. All test results will be submitted to the County Zoning Department. Influent flow may not exceed maximum design flow specified in the system design and sanitary permit. The ATU will be inspected and maintained as per Agreements on file with system design and approvals. Trash Tank The operating condition of the septic tanks and outlet filters shall be assessed at least once annually by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of the annual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Dep't. of Safety & Professional Services, Safety and Buildings Division. Any treatment tank opening deemed unsound, defective, or subject to failure shall be replaced. Exposed access openings shall be secured by an effective locking device to prevent accidental or unauthorized entry into tanks or other components. No individual should ever enter a septic tank or pump tank as dangerous gases may be present that could cause death. Dispersal Cell Observation and vent pipes within the dispersal cell shall be monitored for effluent ponding. Ponding levels shall be reported to the owner. Any ponding will be deemed an indication of an impending hydraulic failure requiring more frequent monitoring. Persistent ponding of 3" or more within the system will be addressed by removal and replacement of existing dispersal trenches. If necessary, dispersal cell trenches shall be opened, existing chambers removed, biomat and 6" of native soil beneath the mat removed by excavation and new chambers reinstalled- Contingency Plan If the septic system or any of its components become defective, the component shall be repaired or replaced to keep the system in proper operating condition. Aeration Treatment Units shall be immediately repaired or replaced with approved components of the same or equal performance. Persistently ponded trenches within the dispersal cell shall be managed by use of diversion valve to relieve ponding condition. Monitoring and Inspection Schedule All system components shall be monitored and inspected semi-annually for 24 months after installation is completed. Monitoring and inspection shall be conducted annually thereafter. Pg. 23 of26 Governor Tony Evers March 26, 2020 Dawn Crim, secretary Departrnent of Safety and Professional Services Division of industry Services Plumbing Product Review 4822 Madison Yards Way P.O. Box 7162 Madison, VVIsconsln 53707-7162 Phone 608-2W2112 Web http://dsp_s.wigov Emall dsps@wlsconsin.gov M: Contact Through Relay Infiltrator Systems Inc. - Delta Treatment Products LLC Infiltrator Systems Inc. - Delta Treatment Products LLC Sheryl Ervin Sheryl Ervin 9125 Comar Drive 4 Business Park Road Walker LA 70785 P.O. Box 76*8 Old(Saybrook CT 06475 Re: Description: SEWAGE TREATMENT DEVICE - AERATED Manufacturer: INFILTRATOR SYSTEMS INC DELTATREATMENT PRODUCTS LLC Product'Name: SUBMERGED' FIXED FILM AERATED WASTEWATER TREATMENT SYSTEMS Model Number(sy E3001D, E35DD, E400D AND E450D eSLA ID: ' "PP-032000005-PTOWWTD The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters SPS 382 through 384, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The -Departlttent herebyissues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of March 2025. This approval supersedes the approval Issued on November 9, 2012 tinder product file number 20120383. This approval is contingent upon compliance with the following stipulation(s): ➢ These devices shall beusedIn accordance with the manufacturer's printed Installation instructions and this product approval. If there is a conflict between the manufacturer's installation instructions and the product approval, the product approval requirements will take precedence. ➢ A state Sanitary Permit must be obtained when these devices are installed in a septic tank required to have an effluent filter installed with a nominal filtration rating of t 1132 inch. Table 1 Damien Snar_Mentinms by Unrlal ModelNO...Max.COM (ftJdsi Max. Design Flow * Primary Tank Vol.(gals.) Reactor Tank Vol.(gals.) E300D 7.5 3,000 1 500-3 000 3 000-4 200 E350D 8.75 3,500 1 7503 500 3,5004900 E400D 10.0 4,000 2 0004000 4 000-5 600 E450D 11.25 4,500 2 250-4,500 4 500-6 300 uoa,yna nray 11 r srnyw or munrpie untm. For earn aaceo unn me prrnary tanK CapaCrty IS commensurate Nmm the mow requirements. + Based on NSF testing per 500 gallons per day of wastewater having 30-d average BODs concentration of between 100 mg2 and 300 mg/L. Table 2 Maintananca_ Immnactinn_ Pumninn Ranuiramnnfa -Initial/Startup Inspection/ Maintenance: Two-year service policy Routine Inspection/Maintenance: 6-month effluent quality and reactor tank skxlge levels Ongoing Pumping Cycle and/or Requirements: Pumping interval related to 15-inch depth of sludge when necessary; or as per local requirements Back-WashCycle: We NSF 40 Effluent Standard"': NSF 40 Class t Effluent Standard BOD 'Credit for DownsWng Distribution Area? Yes Fecal Credit for Reduction of Vertical Separation? I Yes Additional Comments: I Water softener regenerative effluent not recommended - nu r C: rworrnn.7r 4u cmuem branoarc - Laass r, utass L, arm rvone or " - 1 = only with LIV disinfection (TROJAN UV 3000 with W intensity monitoring and fail safe shut down at < at 40 mJ) or acceptable chlorination. SBD-10564-E (N.10/97) File Ref: 20190125.DOC ii. �? � 4 0� � Infiltrator Systems Inc. — Delta Treatment Products LLC March 26, 2020 Page 2 of 2 eSLA ID: PP-032000005-PTOVWVTD ➢ With UV disinfection, this devices is expected to produce an effluent quality with a maximum monthly average value for BODS of less than or equal to 30 mg/L, TSS of less than or equal to 30 mg/L TSS and FOG of less than 30 mg/L and fecal ooliform of less than or equal to 10,000 cfu/100m1. ➢ With UV disinfection and when this product receives wastewater from dwellings, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mgn- TSS of less than or equal to 30 mg/L TSS and F.O.G. of less than 30 mg/L and fecal coliform of less than or equal to 10,000 cfu/100ml. For commercial use, refer to max. CBOD5 in lbs./day as defined in the specific POWTS plan. ➢ When fecal reduction credits are included in the design, the UV unit and/or chlorination/de-chlorination unit shall follow downstream of the tank(s) dedicated to the Ecopod D unit(s). ➢ The elevation of the system's infiltrative surface must be above the estimated highest groundwater elevation or bedrock by the distance prescribed in column entitled "Fecal Col form >10,000 du/100 ml" in Table SPS 383.44-3, Wis. Adm. Code. ➢ When this product receives wastewater from dwellings and no UV or chlorination/de-chlorination is included, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg/L, TSS of less than or equal to 30 mg/L TSS and FOG of less than 30 mg/L. The department is in no way endorsing this pnoduct:or any advertising and is not responsible for any situation which may result from its use. Sincerely, Glen W. Schlueter Plumbing Product Reviewer Department of Safety and Professional Services Division of Industry Services Bureau of Technical Services (608) 267-1401,Phone (608) 267 9723 Fax glen.schlueter@wi.gov E-mail P ..241d ,ex System Elevations Soil Test Elevation USGS Elevation Bench Mark: Top of lot stake at north east corner of property: 100.00 897.50 Alternate BM: Top of Telephone Pedistal: 100.50 898.00 Finished Floor Elevation of Building: 101.00 898.50 Finished Grade of Asphalt Parking Area: 98.50 896.00 Finished Grade at POWTS Dispersal Cell: 97.50 895.00 Building Sewer Invert: 90.94 888.34 4000 gallon Trash Tank inlet invert: 89.25 886.75 Invert of outlet: 89.08 Bottom of tank: 81.08 878.50 Top of tank: 90.25 887.75 (8.25' below grade) 5000 gallon equalization tank inlet invert: 87.90 885.40 Invert of outlet: 87.73 885.23 Bottom of tank: 81.15 879.65 Pump Off: 82.73 880.23 Top of tank: 89.15 887.65 (8.35' below grade) 6010 EcoPod Reactor tank inlet invert: 90.67 890.17 Invert of outlet: 90.50 890.00 Bottom of tank: 83.00 882.50 Top of tank: 92.44 891.83 (5.2' below grade) 1000 gallon setteling Tank inler invert: 90.25 889.75 Invert of outlet: 90.00 889.50 Bottom of tank: 86.75 886.25 Top of tank: 91.19 890.69 (6.3' below grade) 2000 gallon Pump Chamber inlet invert: 89.75 889.25 Invert of outlet: 89.50 889.00 Bottom of tank: 85.33 884.83 Pump Off: 86.66 886.16 Top of tank: 90.83 890.33 (67 below grade) Inlet of Orenco V6403A Distributiong Valve: 92.50 890.00 (6.0' below grade) Dispersal Cell Infiltrative Surface Elevations: T-I & T-2: 89.00 886.50 (8.5' below grade) T-3 & T-4: 90.00 887.50 (7.5' below grade) T-5 & T-6: 91.00 888.50 (6.5' below grade) Soil Borings: B-1 97.73 895.23 B-2 92.30 889.80 B-3 94.29 891.79 B-4 101.31 898.81 Page 25 of 26 IN -GROUND PRESSURE DISPERSAL AREA Stepped Elevation Trenches with EZ1203HP Bundles 6-ft Trench (no down -sizing credit) &IGeotexile min.12' TYPICAL TRENCH SOIL COV[R Cover (typical) CROSS SECTION VIEW ,z (No Scale) min. trench pt Highest Trench Lowest Trench (as applicable) System Elevations = 89.0 ft; 90.0 ft; 91.0 ft; ft; ft Lateral Invert = 89.5 ft, 90.5 ft; 91.5 ft; ft; ft Elevations TYPICAL TRENCH (Show force main, manifold, and flush valve locations on plan view.) Provide minimum 3 ft PLAN VIEW 1 1/2 Q1 Schd140 separation between trenches. " (No Scale) PVC Lateral Observation pipe shall be installed (typical) at junction between two units. 10 ft Observation Pipe (typical) _______ (typical) �� F I i I I �A=6.0 ft ----/--------- (tYPlcal) B = 80 (typical) INSTALL PER TRENCH: EZ1203H Bundle (typical) 16 10-ft bundles @ 30 ftz / unit = 480 ft' (mfd by Irdilbrator Systems Inc.) + 0 5-ft bundles @ 15 ft2 /unit = 0 ft2 Install pursuant to manufacturer's instructions. = Proposed fF per trench = 480 ftz Required Infiltration Area = 2,812.5 ftz x 6 trenches = Proposed Total Infiltration Area = 2,880.0 ft: RE$ET D m W O t) 2 "0 Schdl 40 PVC Force Main FLUSH VALVE DETAIL (slope to pump tank (No Scale) (riser pipes for drain -back) optional) Orfice in Lateral Spacing - o Center of Threaded Cap Valve Box S + 6 ft ,� - for Head Testing (insulation optional) (optional) 1 1 /2 "0 Schdi 40 First Orifice r \ \ Shield ortfices for PVC Manifold (typical) ! \ gravelless applications Bali Valve I \ / (ty Laterals to be level (optional) / \ Q) Schdl 40 PVC Lateral 0 = 1 1 /2 in (typical) 1 Lateral Length (P) = 78 ft Number of Orifices per Lateral = 22 Orifices equally spaced: [check a) OR b) below] � '� � � _ a) 0 along bottom of lateral Orifices equally spaced Flush Valve along bottom of lateral b) - along top of lateral Assembly with every 5 th hole (typical - see detail) faring down LATERAL INVERT ELEVATION = 92,5} ft (typical) q 9c�7, 6 - f L Last Orifice Orifice Spacing (X) = 48 in (typical) (typal) OBSERVATION PIPE DETAIL. (No Scale) Screw -Type or Slip Cap Qoose) .w •w Finished Grade (mulched 8 seeded) 4"0 PVC Pipe Topsoil Cover Top of pipe to terminate ; , , '; (min. 1 foot) at or above finished grade (4)1/4'-1/ ' X 6" Slots apart Anchoring Device Infiltration Surface Orifice Discharge Rate = 0.41 gpm Number of Laterals = 2 Lateral Discharge Rate = 9.02 gpm TOTAL DISCHARGE RATE = lb:04 GPM Orifice Diameter = in (typical) First Orifice 3/16 in--) (typical)- 26.21 GPM ©END MANIFOLD CONNECTION \- Manifold (riser pipe optional) First Orifice rX/2 (--- x--I X-x(typical) (typManifold CENTER MANIFOLD (riser pipe optional) CONNECTION E--- x-- (typical) Check applicable box. Dose Tank Information Bectrical as per NEC 300 and Comm 16.26 WAC Tank component is properly vented Wieser W2000-MR Capacityl 1974.32 Volume 1 42.92 Manufacturer Gallons gal/inch Dimension Inches Gallons A 28.50 122114 B 2.00 85.84 C 3.50 150.30 D 12.00 515.04 Total 46.00 1974.32 A B C Locking coverwith warning label and locking device and sealed watertight 4 in. min. i E-- Alternate outlet location Forcer ain diameter 2 in. Weep hole or anti - siphon device Pump off elevation (ft) 86.66 Dose tank elevation Id (ft) 85.66 Alarm Manuafacturer ISJERhombus Alarm Model Number SJE Rhombus IFS duplex pump control panel Pump Manufacturer lZoeller _1 Pump Model Number Lwo BN152 Duplex Pumps Delta Treatment Systems, LLC 9125 Comar Dr. Walker, LA 70785 DATE: May 12, 2022 TO: Jim Thompson A.C.E. Soil & Site Evaluations, LLC SUBJECT: Q22-0098 WI Hunt Electric Factory — Design Review e to treatment systems Delta Treatment Systems has reviewed the design for this project. The influent and effluent information provided is as follows: INFLUENT: Design Flow 4,500 GPD Equalized Flow 3,000 GPD BOD 600 mg/L BOD Loading 15 lbs/day EFFLUENT: BOD5 30 mg/L TSS 30 mg/L FOG 30 mg/L Delta equipment in the design includes: • 2 — E300D ECOPOD System with reactor box, media, outlet weir, and aeration grid o The E300 units are planned to be installed in an W6010 tank This application of our ECOPOD units fits in the design parameters established by the company. If you have any questions, please do not hesitate to contact me at 785-213-4771 or ablodig@infiltratorwater.com. Sincerely, G� Allison Blodig, REHS Engineered Systems Consultant Cc: Trever Wells, IWT, Via Email Andy Winkler, Wieser Concrete, Via Email VVIsconsin Deperinro A d Safely and Professional Services Page 1 of 3 Division ofJrtEuBfry Servlo9s SOIL EVALUATION REPORT In accordance with SIPS 386, Wia Adm. ,Cade County Attadq, SYMP11aiOn�ape M-111se #han g 1/2 x 11 Indies in s¢e. Plan must induce; St. Groot iwt rat : '�a laiiit111Af!¢tNihdibiereiroe liM.(BM), direction and percent slope' Parcel I.D. scab.or 4xfdV�t;11rf31doaid' Of .41116hoe to nearest road. WO-1035-70.000 Ref#2659 HrrE PIiaN an tkormatlon.. Reviewed by Date P 'Ctlbd[►or" ' l ew s. y Property Location El 19 Hum EbddC Cqp. Gout Lot SE % SE Ya S 17 T 29 .N R 19 E (or) W ' t Propariy OriitYet�sl np MdnNbs '.'. Lot* Bbdt B Subd. Nameof CSMP^. 79006' A Na Na Na . s„81ib-f.-, %.Zlp.Code Phone Number ❑ City ©:Village Town Nearest Road kMl(' •' :35�l20j Hudson c M. S irteadowoW in. 'Now. F eiWUMhl/ Number of bedrooms _Code derived design flow rate ]�Q'GPD _.:. . 777 ❑:R tierit:.= r i::`<, '7ptIb�ICArCOtrNrrerdeI"Describe: Hurt EledricIndustrblFaidAt4 Parent.rtiYteiili'1.tiulrYaeh' :.: Flood Plan elevation If applicable g4 S : CsYiRaf pottAhYStrYs aid edlons. Viols sultable for In -ground POWTS With 0.7./ 1.6 gptilsci t..design 400" rate.. Infiltrative surface elevation to.be ,isteMi ib oftltite�if�AW . _ ❑ Boring ®Pk elan. Ground surface 97.731t Depth to Ymltirrg facioi>!98' b.. r •?'; bMaotr ,'< !'' {� ';tal�rtlY►�II X".OtOI.. .Texture Structure O` Consistence Boundary •iF .... OALAz .. • y:.....! ..• .�.•Fi.•:..ag. V. is • • Qh ";,. �lfyTl71: "'' :done all2fgr mvfr ra fm 0 'f.LE.�'(.J .. }'-•O. J• 2mnbin IiNI - CiW 1iR,pn ...p8 :. ' : to `5 :7:y . :;sty s:' .• mane cos8gr 099 d1 aw ... 4 _ {. _ y1.?.: , • _; ,none a Oeg dI aw 9.7. . -noire s Oeg dl 9111, • A¢ rrorre a Osg dl 9. " ❑ Boring opk Ground surface slew. 92.3D fl. Depth to limiting factor .>130' in: Rate Radox Description Texture Structure Correistende Bounds ry :. .^ bu.'Az..ConL Color Gr. Sz'Sh. .FYf.*n none: sk 2fgr Rwfr cs 0.8'2 *11211111112 . '' a1yB',• °i': -IMM ee 1Rlabk n1V1r QN0.4 0.0 3 :.> ?,+��.2i,t' : .w� slate aid lcabk mfr aw o a3 4 grsi loebk mfr aw 0.4; 08 5 ';71S rNtfB none. or Is Dag dl aw Q7 ' 1 i;• % �r naie a On di as 0.1` 1.6 tig0 ; ,. rt: '.r': N&22a&M&andfrSS `rlorre a Dag dl _ 0.7 .1•.8 :.:, u.t ► btu > 30 s S0: :® BOD :> 30 5 220. and TSS > 30 5 ,1 'CST`' CST N Number .18111iw1�. ":. 30021 • _ `,< : ' Evaluation Concluded t Tek phorie Number Pa0Y0ti' 5-4-CM A413 .: December Z3 2 1 i 248-7767 3] Boring s ❑ Boring ® Pit Ground surface elev. 04.29 ft. Depth to Yrding factor>136 in. Ffottwn ." DIpU n Q0itlii�tltC$bt etlo Pis ,xip8on •Cord. Color Texture Structure Gr. Sz. Sh. Consistence 8ound�ry'.. -Jibds Ot+GfIF� 'E1M'1 'EfIR2 1 0.19•1:..-' :c- -.ioyfall ..: rlofte am 2fgr n* aw 21ffn 08 08 2 ad' ` r4m so 2W* mh aw, ZW,fm 08 0.8 S 4 ? 1:30: 5 r 3038_:':. :: r 7ai�{n1/8-._ ::. none nom all Is 2tiiabk Oag mfr ml as cs 02, ." .- 1.6 none s flag dl cs 01 1.0 8 80'138 .:Y none 8 089 dl 0.7 1.8 Ground surface elev. 101.31 ft. Depth to limiting {fir;>140" in. Texture Structure" Gr. Sz. Sh. Consistence Boundary •. hods;' so 2.V mvtr as 2Yf,A11 $l 2md* min also Indus'n Om mh al ' a Oeg Al cs s Om dl ME Ground surface elev. _ ft. Clsp01 Texture _ I stnidum. I Consietsrice I Boundary 17 " Eflluerd 1f2 = BGD, > 3l):t 2T0 mpll Bttd 788 > 30 S 180•mglL' to VPV 1 , •. s P���`+� .'—yI A'; tj.:n.aa..-..\.,;µ.._...... - .T... i i IMF • • • ' • .; ' - l , '..'. '. ^.� y. � ., 4. • _: �V,ur..:.., s. •.as....__�' r--��+.v.A.•+•!!e•.•.-n_•.•.wl..fn • :': •�a lam' t ,f�• _ ..,J .'•' 1. '' S � :.t' �'... � \ ':w � „ : rP(M1a_,.il•:rYn M..:.n....iP. V++YG•.... •. oyr�xn'Wr APPLICATION FOR REVIEW -Complete all pages - NOTE: Personal information you provide may be used for secondary purposes a�gNA� [Privacy Laws. 15.04(1Xm), Slats.] Private Onsite Wastewater Treatment Systems Division of Industry Services ❑ Plans to be E-filed. Provide SharePoint User name below: For plan status, check our website at http://dsps.wi.00v Several counties have been delegated certain authority to review plans in lieu of Division of Industry services. For a current list of those counties and their designation check our website at hftp://dsp s.wi. ov 1. Project Information - Fill in all known information. Confirmation of assignment to a reviewer. Project/Site Name: Hunt Electric - Bic Baer Industrial facility POWTS Transaction ID: . Location, Number& Street of project (if unknown, indicated nearest road) Previous Related Trans. ID: XXX Daily Rd. Hudson. WI Estimated Completion Date: Legal Description: SE1/4 SE1/4 Sec 17 T 29N R 191NTn of Hudson Assigrrcd Reviewer: County St. Croix Assigned Office: ❑ C' Village Town of Mail to your office of choice below: Hayward, LaCrosse, Waukesha 2. After plans are reviewed, please: (check all that apply) 0 Call customer 1, 2 (Circle number)' NOTE: We reserve the right to re-dlstritwte plans to another office if ❑ Requesting needed to reasonably balance turnaround times. Check party will pick up httoJ/dsos.wl.aov for office availability and next available review date ® Mail plans to customer 1, 2 (circle number)" `Refers to customer number from below. 3. Complete the following deslgnerfownedrequesting ktfora edon. Utatre the check boxes when designer, owner or requesting req 9 party is the same to avoid repeating krfomiatlon. Designer information (Customer 1) DSPS Other Please Specify Below (Customer 2) DSPS First Name Last Name Customer Number First Name Last Name Customer Number James Thompson E-2390-7 Company Name Company Name A.C.E. Soil & Site Evaluations, LLC Address Address 340 Paulson Lake Lane City State Zip+4 (9 digits) City State Zlp+4 (9 digits) Osceola WI 54020-5413 Phone Number E-mail address Cell phone Phone Number E-mail address Cell phone (area code) (area code) f715) 248-7767 acesoil0-frontiernet.nel Check if applicable Check if applicable or specify relationship ❑Owner Owner Other—s relatlonshi Information and Plan Submittal Checklists. POWTS pre -scheduling is not available. Plans will be assigned to a reviewer after receipt at a DSPS office. Submittals received may be assigned to offices other than the receiving office depending on reviewer availability. Submittal -checklists can be found in each applicable component manual appearing on the POWS Publications page, hnp•//daps vA (iov/pho/sb-ppalopo/prodoode result php/POWTSM/POWrS COMPONENT M NUS. You may ertwil bscftnieal Dods questions to DSPSSBPowtBTech wi. ov. Hayward DSPS LaCrosse Area DSPS Waukesha DSPS 10541N Ranch Rd 3824 N Creekskle 141 NW Barstow St Hayward WI54843 Hoknen WI 54636 4r Floor 715-634-4870 (NOTE CHANGE) Waukesha WI 53188-3789 Fax:715-634-5150 608-785-9334 262-548-8600 Email: DspsSbPlanSchedule wi.gov Fax: 608-785-9330 Fax: 262-648-8614 Email: DspsSbPianSc:hedukfmwi m Email: DsosSbPlanSchedule0-wi.Qov Make Checks Payable to: Division of Industry Services OR ❑ Check box to invoice designer and sign below Designer signature SPS-10577 (R 10115) TOTAL AMOUNT DUE $ 400.00 Review Code 7633 S.- POWM SUBMITTAL (check all fttat apply, Incomplete forts may result in processina delaval NEW ® Aerobic Treatment Units) ❑ Chlorinator ❑ Tank Replacement Only MWLACEMENT Com ® mercial System W Dbinfactlon Unit ❑Add Effluent Fitter SYSTEM TYPE(S) NOTE:. Submit separate sheets for each system if submitting multiple systems on the same site Enter Fee ❑ Revision to previously approved plan $85.00 ❑ Miscellaneous Review (i.e_ replacement of a septic tank, addition of an effluent filter or pretreatment device to an existing system, etc.) $801hr — ® Component Manual Design All treatment components are previously approved ❑ At -Grade component Manual - Ver. 2.0, SBD 16854 (N.03/07, R.1/12) Wastewater Flow in under s. SPS 384.10 (2) or (3): in -ground Component Manual - Ver. 2.0, SBD-107054D (N.01/01, R 1(112) Mound Component Manual — Ver. 2.0, SBD-10891-P (N.01f01, R 10/12) Gallons Per day Design wastewater flaw of the proposed system: ® Pressure Distribution Component Manual —Ver. 2.0, 0BD-10708•P (N.01/01, R 10/12) 4.500 1,000 gpd or less $ 250.00 '�`� Other - Please specify GPD 1,001 — 2,0D0 gpd $ 325.00 2,001 — 5,000 gpd $ 400.00 ❑ Soll Based Individual Site Design' One or more treatment components are not ❑ At Grade previously approved under s. SPS 384.10 (2) or (3): design/deviation (Individual site from component ❑ Non -Pressurized In -ground Design manuals and use of components without product ❑ Pressurized in -ground Wastewater Flow in approval): ❑ Mound ❑ Drip -line Gallons Per day Design wastewater flow of the proposed system: ❑ Constructed Wetlands GPD 1,000 gpd or less $450.00 " Documentation must be provided to support treatment and dispersal claims. In a separate 1,001 — 2,000 gpd $600.00 statement, provide rationale for the project and attach supporting documents (code sections, test 2,001 — 5,000 gpd $750.00 reports, technical papers, research articles, etc. greater than 5,000 gpd $900.00 plus $0.08 for each gallon over 50DO gpd State-owned facilities: sign Holding tanks previously approved under s. SPS ❑ Holding Tank Component Manual, Ver. 2.0, SBD-10855-P (N.03/07, R1112)' Wastewater Flow In 384.10 (2)(3). Design wastewater flow of the proposed system: Gallons Per day ' Non -state owned Commercial and Residential Holding tanks that completely utilize this manual 5,000 gpd or lass $ 90.00 and have an estimated daily flow of less than 3000 gallons per day must be submitted to the GPD 5,001—10„000 gpd $150.00 appropriate governmental unit for review instead of the Department. [see SPS 383.32(3)(a)]. greater than 10,000 gpd $225.00 ❑ Holding Tank Individual Site Design', (i.e. site constructed, <5 day holding capacity, Co- Holding tanks including site constructed tanks NOT mingled wastewater, etc.) Design 9 Wastewater Flow In previously approved under s. SPS 384.10 (2) or (3). Please specify: Gallons Per day Design wastewater flow of the proposed system: ` Documentation must be provided to support the rational for the pro ect. Ina P ) separate statement, 5,000 gpd or less $180.00 5,D01—10,000 gpd $300.00 _ please include all code sections, test reports, technical papers, research articles, etc.) GPD greater than 10,000 gpd $450.00 ❑ So Saturation Determination Report (using observation pipes) ❑ Interpretive Determination $240.00 ❑ E)V,erimenfal System (One time additional fee). Submit fee for Individual system as per appropriate above system type) Experiment Number _ $400.00 rapt approval from a section chief Is required for a pgoftly review. B approval Is granted, the priority will be reviewed within 5 days of receipt Priority Review (enter same amount as normal review fee listed above) $ Enter Total (rounded to the nearest dollar) $ 400.00 SPS-10577 (R 10/15) ST. CRo .� UNTY SANITARY SYSTEM File #: OWNERSHIP/ADDRESS FORM Office 12tu nly Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION Owner/Buyer Hunt Electric Corporation Mailing Address 7900 Chicago Ave. S City/state/zip Bloomington, MN 55420 Phone Number (reouired) (651) 646-2911 Email Address (required) CShieffer@HuntElec.Com Parcel Identification Number 020-1035-70-G5&-- (found on the property tax bill) (DLO NEW SYSTEM: LEGAL DESCRIPTION Property Location SE 1/4 SE 114 , Sec. 18 T 28 N R 19 W, Town of Hudson Subdivision Plat: Na Lot # Certified Survey Map # . Volume . Page # Warranty Deed # 1135208 (before 2006)Volume Page # Number of bedrooms Na Spec house 0 yes O no Lot lines identifiable ■ yes O no OFFICE USE ONLY New Property Address 9 Z T I/ i 1 L) C �1-T) (Verification of new address required from Community Development Department for new construction.) C) O a � (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department— Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cddCa�sccwi.00v 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.00v 111111111 POWTS AGREEMENT Owner name and address: Hunt Electric Corp. Josh Fossan Project Manager 561 Brakke Drive Hudson, WI 54016 This indenture, made by "owner" and their successors in interest, own a POWTS (Private Onsite Wastewater Treatment System) requiring regular monitoring and maintenance in accordance with the manufacturers recommended procedures. These procedures must be performed by a manufacturer authorized service provider licensed by the State of Wisconsin to perform these services. Results of these procedures shall be reported to the appropriate Governmental Unit as required by code. Location of POWTS: 1153325 BETM PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/19/2022 08:07 AM EXEMPT #: EC FEE 30.ou PAGES: 3 Return to: St. Croix County Zoning Dep't. 1101Carmichael Road Suite 1200 Hudson, WI 54016 Parcel# 020-1035-70-000 XXX Daily Rd., Lot: Na . Block: _Na Subdivision/CSM: Na being part of. SE'/,SE'/<, Section 17, T. 29 N., R. 19 W., Tn. Of Hudson, St. Croix County, Wisconsin. POWTS DESCRIPTION: Wieser Concrete W6010 treatment tank with two (2) EcoPod E300D pre-treatment units, pre-treated effluent discharged to In -ground pressure dispersal component constructed in compliance with In -Ground Soil Absorption Component Manual, SBD-10705-P (N.01/01) and Pressure Distribution Component Manual, SBD-I0706-P (N.01/01). OWNERSHIP RIGHTS AND RESPONSIBILTY FOR POWTS: Property `owner" as described holds sole ownership rights. "Owner" is responsible for insuring inspection, operation and maintenance of POWTS. --J cs.,H 1=o�sAa S��LoZL (Josh Fossan — Project Manager -print name) ' (Date) 4 --- 5les/2-ozZ ri azure (Date) Acknowledgement: These named, Josh Fossan, known to me to be the person executing the foregoing instrument. Subscribed and swom to before me this .�' 6*'^ day of MC61,3 2022. n q (� C1 Q 'fs NOTARY PUBLIC, State of W sco sin c �OTARr My Commission Expires: Instrument Drafted By: James K. Thompson Pg. 20 of 26 POWTS SERVICE CONTRACT The proper operation and maintenance of the components listed below will significantly influence the performance and life expectancy of the POWTS (Private Onsite Wastewater Treatment System). This agreement authorizes A.C.E. Soil & Site Evaluations, L.L.C. personnel (Service Provider) or their representative access to the POWTS components during regular business hours to perform regular inspections and routine maintenance of those components. It is herby agreed by and between Purchaser and Service Provider that in consideration of the payments provided for herein, Service Provider will provide a manufacturer trained and State licensed inspector to perform periodic inspections of the POWTS components as set forth below. Service Provider will prepare a written inspection report after each inspection containing any recommendations for the operation, maintenance, and or repair of the POWTS deemed appropriate by the Service Provider. A copy of the report will be provided to Purchaser and the appropriate Governmental Unit. Service Provider will supply additional services, parts, or labor only after authorization by purchaser. This agreement does not assume any responsibilities or obligations that are normally the responsibilities and obligations of the purchaser and does not cover any costs associated with operation, maintenance and or repair of the POWTS. In no event shall Service Provider be responsible for any special or consequential damages, including but not limited to, loss of time, injury to person or property, or incidental economic loss due to equipment failure for any reason whatsoever. This agreement shall remain in effect for a period of two (2) years from the date of POWTS installation, and will be automatically renewed each year thereafter unless amended or cancelled by either party with 30 days written notice. This agreement may be cancelled by Purchaser only if replaced by a service contract with another service provider authorized to inspect and maintain the specific POWTS components in question. Purchaser agrees to pay Service Provider the sum of 125.00 per inspection. Four (4) inspections will be provided over the first two-year period at six-month intervals. Payment for the first four inspections will be included in the cost of the POWTS design. One (1) inspection per year will be conducted thereafter with inspection fees billed at the time of inspection. POWTS DESCRIPTION: Wieser Concrete W6010 treatment tank with two (2) EcoPod E300D aeration treatment units, pre-treated effluent discharged to In -ground pressure dispersal component constructed in compliance with In -Ground Soil Absorption Component Manual, SBD-I0705-P (N.01/01) and Pressure Distribution Component Manual, SBD-I0706-P (N.01/01). POWTS Location: XXX Daily Rd., Lot: Na Block: Na . Subdivision/CSM: Na . being part of SE'/.SE'/., Section 17, T. 29 N., R. 19 W., Tn. Of Hudson, St. Croix County, Wisconsin, Parcel # 020-1035-70-000 Owner name and address: Hunt Electric Corp. Josh Fossan Project Manager 561 Brakke Drive Hudson, WI 54016 516�Z a?L at (Date) Service Provider: James K. Thompson A.C.E. Soil & Site Evaluations, L.L.C. 340 Paulson Lake Road Osceola, WI 54020 (Service Provider signature) (Date) Instrument Drafted By: James K. Thompson Pg. 21 of 26 EXHIBIT A TO WARRANTY DEED Legal Description: Parcel 1 That part of the SE 1/4 of the SE 114 of Section 17, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin encompassed with the following described parcel: A parcel of land located in the NE 114 of the SE'/4 and the SE 1/4 of the SE 114 of Section 17, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin, being further described as follows: Beginning at the East '/4 corner of Section 17; thence South along the Section line 1793.65 feet; thence West 533.00 feet; thence South 574.97 feet to the Northerly line of the Chicago and Northwestern Railroad right-of-way; thence S 61*18' 00" W along said Northerly line 446.62 feet to the Northerly line of County Trunk Highway "A"; thence Southwesterly along the are of a 669.92 foot radius curve which is concave Southerly and whose long chord bears S 78046'18" W 180.87 feet; thence N 18059'24"W 17.00 feet; thence Southwesterly along the arc of a 686.62 foot radius curve which is concave Southerly and whose long chord bears S 67018'20" W 88.72 feet to the South line of the SE 114 of the SE 1/4; thence S 89022'00" W along said Forty line 141,70 feet to the Southwest corner of said forty; thence N 00°02' 10" W along the West line of the SE 114 of the SE 1/4 and the NE 114 of the SE 1/4 of said Section, 2626.68 feet to the Northwest corner of the NE 1/4 of the SE 114 of said Section; thence N 89030'40 E along the North line of said Forty 1333.00 feet to the point of beginning, EXCEPTING Lots 1 and 2 of Certified Survey Map in Volume Twenty -Three (23) of Certified Survey Maps, Page 5508, as Document Number 8710B9, filed In St, Croix County Register of Deeds office on March 6, 2008. I CST- 2- I°/ 1 Wisconsin Dee�Services Page 1 of 3 Division of lnd�us D SOIL EV MAY 31 2022 In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, St. Croix but not limited to: v rtical argt hgiWt@b@j"nce point (BM), direction and percent slope, Parcel I.D. scale or dimension , ne6kiTW WitIVAgr1g di lance to nearest road. 020-1035-70-000 Ref#2659 Please print all information. Re iewe� by e - IuI - DD to Personal information you provide may be used for secondary purposes Priva Law, s. 15.04 1 m . ✓ "'r`-/��LZ Property Owner Property Location ❑ Hunt Electric Corp. Govt. Lot SE % SE '/4 S 17 T 29 N R 19 E (or) W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 7900 Chicago Ave. Na I Na City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Bloomington MN 55420 Hudson Daily Rd. & Meadowood Ln. ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate TBD GPD ❑ Replacement ® Public or commercial - Describe: Hunt Electric Industrial Facility Parent material Glacial Outwash Flood Plan elevation if applicable na ft. General comments and recommendations: Soils suitable for In -ground POWTS with 0.7 11.6 gpd/sq/ft. design loading rate. Infiltrative surface elevation to be determined at time of POWTS design. 1❑ Boring # ❑ Boring ® Pit Ground surface elev. 97_73 ft. Depth to limiting factor >138" in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftl 'Eff#1 'Efr#2 1 0-7 10y2/1 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8 2 7-16 1Oyr5/4 none sl 2msbk mfr cw 1vf,fm 0.6 1.0 3 16-24 1Oyr4/4 none cos&gr Osg dl aw - 0.7 1.6 4 24-33 10yr4/4 none s Osg dl aw - 0.7 1.6 5 33-90 10yr5/4 none s Osg dl gs - 0.7 1.6 6 90-138 1Oyr6/4 none s Osg dl - 0.7 1.6 I 2 I Boring # ❑ Boring ® Pit Ground surface elev. 92_30 ft. Depth to limiting factor >130" in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-11 1Oy2/1 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8 2 11-18 10yr3/4 none sil lmsbk mvfr cw tvf,fm 0.4 0.6 3 18-27 10yr4/4 none sic! 1csbk mfr cw 0.2 0.3 4 27-34 7.5yr4/4 I none I grsl 1csbk I mfr I aw I - 0.4 0.6 5 34-40 7.5yr4/6 none gr Is Osg dl aw 0.7 1.6 6 40-86 1Oyr4/4 none s Osg dl cs - 0.7 1.6 86-130 1Oyr5/4 none s Osg dl - 0.7 1.6 Ej / ' Effluent #1 = BOD, > 305 220 m /L and SS > 30 5 50 /L #2 = BOD, > 30 s 220 /L and TSS > 30 5 150 m L CST Name (Please Print) natur CST Number James K. Thompson 5.-- 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 December 23, 2021 715 248-7767 O 1 SBD-8330 (RO4/15) 31 � 1" 3 1 Boring # ❑ Boring ® Pit Ground surface elev. 94_29 ft. Depth to limiting factor >136 in. Snil De+n Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Eff#2 1 0-12 1Oy2/1 none sil 2fgr mfr aw 2vf,fm 0.6 0.8 2 12-24 10yr414 none sil 2fsbk mfr aw 2vf,fm 0.6 0.8 3 24-30 1Oyr4/4 none sl 2msbk mfr as 0.6 1.0 4 30-35 7.5yr4/6 none Is I Osg ml cs 0.7 1.6 5 35-80 10yr5/4 none s Osg dl cs 0.7 1.6 6 80-136 10yr6/4 none s Osg dl 0.7 1.6 4❑ Boring # / ❑ Boring ❑ Pit Ground surface elev. 101.31 ft. Depth to limiting factor>140" in. cna 0�+. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'EiF#1 'Eff#2 1 0-15 10yr3/2 none sil 2fgr mvfr as 2vf,fm 0.6 0.8 2 15-32 10yr4/4 none sl 2msbk mfr ai 2vf,fm 0.6 1.0 3 32-48 10yr414 mid 7.5yr5/8 sl Om mfr ai 0.0 0.0 4 48-96 10yr4/6 none s Osg dl cs 0.7 1.6 5 96-140 10yr514 none s Osg dl 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor in. Qnil ennlirnfinn Re1n Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Efi#2 ' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Rs.90 tes...� •— SvaJ-, Gikr,-, �I. o ' EfFluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L qq, o y _ S ri . JlAV- = ,Marc . s cow :s • Le caAd drop. s�z>L'e Sow Nknt E/eed-;c. Grpora&'vr � 6/avrL�a�on,�'In. ss�so �cy¢SEyY 5ce.. /7,Tss.t., �2/9u% . of,S4c0ison, 56. Cro r C'o;'DI OtOeI 00Z0-/03S- 7o-CW 6447 /6, y13 acres ,4ss.L...cd 930' � Csww��u�L�„ K�I AL A�wt 1rjCb-1*0UNTY NO. 641986 STATES OTRANSFER/RE OWNER PLUMBER TOWN,,OF SEC I� AND/OR LOT_ ANITARY PERMIT I,Z'q MILY The :NEWAL PREVIOi18 LIC.# 2Z2 339'"3 -'BLOCK SUBDIVISION CHAPTER 145.135 (2TWISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c.168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. OFFICER - DATE ESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R11/20) HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY LOT NORTH OF 486 BAER DRIVE (ADDRESS TO BE ASSIGNED) Hudson, WI 54016 E nn9�n • nnnn&mIMa . • •• nnn nnn n �n�nnua:i� n i �M1 nnnnuouo�� o�nnnto9Iu9u�, oi9oo"u�: Domnow _ m _-- oCgonu:::: cs359999� n�nnrtiun • - nMnnmm �i9[l�o� rn>_: n=npnppgpOmom.. vgulmomwm ,..� =nnMnO am"Wnnr�ii}o mu ME WE MEMO ,n ounwtnum ■ : �• -- • •• •�-. , niiiiona�un moo:om9u m mom at 214100 n�mgm""Onam Ouuu zius ' onnn99NKim oonuNimn u ninnmulu 99u WNW ME mom � - "Mann.I. "M -- _. nMno�uu9u DEFERRED SUBMITTALS By OTHERS 1. REVIEW OF SPECIAL INSPECTIONS REPORTS 2. FIRE SPRINKLER SYSTEM ORAWIN06 A DESIGN BUILD MECHANICAL AND ELECTRICALDRAWINGS. PROJECT DIRECTORY OWNER NUM EIemk STRUCTURAL MG Carp, 79M CMcepo Ave 6 1Z755 "ffy 55, Suee IOD SeominplK MN 56420 Contact Ke6h CaNwd Ytr&eepob, AIR554/1 Phone: (651)65366P Contat Cry CeWerea, hcdvrdohmlet.oarn Ph": (70) U&SIN Cay.p.Ceepereon®Y„epcorp.co& ARCHITECT Pope Architects NE:CHANKPIL DESIGN BUILD(TBD) 1295 Serowe Boulevard N. SuAe 200 St P.A. MN 55in Contact RephW Later Phone: (651)7e61636 ,febrQponerd,.com A E ECTmrAi Hnan Thorp Pelpnen Ohm, Inc, Hunt Sctric 7510 MrIc* R, Dr6101 7000 CNcW Ave S Eden P,ana, h1N 553M Sbo,Alpon, MN 55420 C ntact Arm Cend tort, KNIh Cdvrd Phone:(N2)737.A065 Phone1651)6136677 aprrdOhtincoM h ardOhunldeccw LANDSCAPE GENERAL CONTRACTOR HMen Thorp Pefn. Ole., Me ,Ande *&rs.Con.W vn 7510M~PI.0,e101 Conreny Eden PmM., MN 5531e 501 South Eighth Street Contact, Aar. tend Mlnneepo6, MN 5510A Phone'(952)737-A055 Cmlrt Owed Krq acrrdgghtp&oon, Phone:(612) 2552335 devldby6)beueendenon.ean LOCATION MAP NTT NI O NORTH LOT NORTH Of AR IRABt ONSIf pDDREBs TO 13E ASSIGNED) rore.ulao..63.,Nc HUNT Electric Corporation HUNT ELECTRIC - ERG BAER INDUSTRIAL FACILITY Hudson, Nal U016 TITLE SHEET �eeeeeee� Li J. NiftefferM ra,m e &stim e Nrr,&CIM SYMBOLS PARTITION TYPES O v V. uuu� 'J)rY�iM, � It f� rmsy. '�.yf �wFM.m � 4M v,wowFs � r.im.MA1. \ 1� Y � VTIxT.w.. w �'14LLa1� V'110M ,.1:4-'�IIw''' � � INDICATION OF MATERIALS eM. ® aMmY. �.ro�i :F.c aim MM , I'I w •xxFFVrom � .nn VImT.l.a 41v, wm.F ara. J'''t('jLLll LIlIL y ® n�WVx ac V MY jjj -1 �wm PIy.. �Vj jV .wxFxxlll T*I VroewullN ,y 1I I1 ABBREVIATIONS PARTITION HEAD TYPES rlunnaxeueromrNoroxx M0.'1[! 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O rm� .4.Ylo waswx YVYNwI rwNwr.Nx. 7IL 1 �e� ro wma..e.w m 1 1 arnrw � W. roMM N.�utVne vie.mFu'Wxiwrtva vmmmu,wom.4wGwIYI.W wxu-�m.rwmowBaw.4+.m..mN,m�..nu./xJ IIT�'II _rim YT I �`MM �rm.�m. �� ® xxF vem.nmale IvaNaywTo)mrs ."iny.am uw�wmo •`ps w.w� w W+ro "`YN` aA 1 r eywM�rw rN.� um y Nu �� TmN 1 _ w mr wnwELrogem nNrt,Nmmmals HUNT Ebcbk CorOoratlon HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, 0 54016 PARTITION TYPES, SYMBOLS, ABBREVIATIONS lam;."--,,= eAm ae,e: LEGEND CODE DATA - 20151BC yY a s.e .Mw..W rlea�s.,..+ok: ua.a �i ary Y� Yn,llvseM„s nn 1��' M YMwM:MwM Mt. VwrWws�m,ly.TMipwa�u .o.K.Wol,uw ay Vi¢J JILit iw wm,wMwn v.uwM Yns4 ,wWwrMwii yyc L6LfYfii WI LRi6m�Mf6 avaro�un MpBv6 efnaa� on 1w�a� � M[MawW nw wing® f 1 I ,.vm ® I l 1 ,xM..wutM wMW WINa.� ® I ]f l .mwwatM ••a ..� A9Wi0 .�.,WmsM elowrr wmy YOLPII.IVVuux YM..M WI� 1Kwu WY e� asr f�earserwue, wlmavafc .�MM.w .�o,M ,.W...x•,r r,.om �wwc�opioe ,� all 5 wnWwwgertr 1. -S,¢ i v,wiWwwv�p nwi �IDM'JYw� gym'. W/mamrmi. Io,v. IDW.Www � wMy,4Las JY-w.: Y .rapMfOw, l rW'M.WLI MM _. oca u�a. yQ watt �w 7 M M M sNYt.111NRYA Y YYWWYM n SECOND LEVEL CODE FLOOR PLAN � i' � SIriI' Ma0M1MM wA Wfmwaea 1?IIw NWOIIEMIa1 1� �w�•awam O0a �i 1 FIRST LEVEL CODE FLOOR PLAN (jo E vdK ASiOOKT4 WC HUNT Electric Corporeden HUNT ELECTRIC BIG BAER INDUSTRIAL FACILITY Hudson, Wl 54016 CODE DATA & CODE FLOOR PLAN i9YR4i MA,N �---T I I 1 \ TTTT I I i I I I 1 M 11 li O i I I I M 11 M IT 1\ 1/ T]I I I I I I I I I I I I I I I I I I I 1 —4-. ,r,,,• I I i f`- � I I I may` _ I I I I I `�"',_,..,,,. I /1 OVERALL SECOND LEVEL FLOOR PLAN m QK+ ,nr • rm T I Q Q 4 I Q 1 Q 1 1 _Q.__ .. N 11w ,I I] fx/ If 1•J I, L 'll m. 3r _. ur � urr ua (� OVERALL FIRST LEVEL FLOOR PLAN l .1 ,lii •,r-� I ---o Fla lei POP[ K]OOATm.1 HUNT Electrlc Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W MIS OVERALL FLOOR PLANS 1 tl]�I � 14tN1 �.. ] PCl9i Ngelt fin•2 a uvarv•iu*m Hoorn OfY1fyQ] - ilfllJrftl A2.1 FLOOR PLAN GENERAL NOTES .�'� .•ww �'qN�y map YN�N i�ia�NAiwOON�R!•. x xNN,n� �M�u,nYnux •6 fit, mA,avM.w/uYwa wxranns I II I I II I I I I I I I I I w_ I I I I I I II j I I I I II II I I I I I I I I xiA1n�.�R�wnATLLw� Mno1�.�1xm. iiOiN xn��xwn Nw W Il.N�l1l�4iwwN W.winnaf wti '(w �r �., • gym: Q L ■�■I ■I O- - (1 FI tnRScT•raEL FLOOR PLAN - AREA B un LEV FLOOR PLAN GENERAL NOTES YMMl.�w yMMmnwal4,YMs •IW4•••i eFuvN•.M1! • Y � v P m•Y.YlIOYYY•!�•eY EMT �•�•1!'�t]Y••.�,m•d! I I 1 11 I I I II II I I III I I I I I IIII II I I I II �• � I I I I HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, NA 54016 FIRST LEVEL FLOOR PLAN - AREA B 1 rGl•!! 11nb1 ] lMYnm t]IDM . mll�IL•1.I'I FLOOR PLAN GENERAL NOTES ilulmI- .... r,e...,v... ir. 3.w"'.w ••• ww..A. %0.�..."r` o�w..n.. n n m n n n n T T ® T T T 1 I I I I I I I � I I I I I I II I �•�` I I , I i I I I ru��wa I I II s II _ --- I I--_-1--_— = I I a` I ---L----1 ---- — ----�----►�— I I I I j f II .. _. __ fl'— r1 FIRST tn�-LEVEL FLOOR PLAN -AREA C ry rwa,avon.ra �.,�. ,.:nw.wi...wuw�w• HUNT Elec[rlc Corporatlon HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W1 54016 FIRST LEVEL FLOOR PLAN - AREA C amntne R r� A2.4 FLOOR PLAN GENERAL NOTES 4 timer Ww • YIrrMMAr��arlYr W10Sl4 ��� W.M.— n�i.sur�rwa° m iw S .�w ,aw�nawwais.xrv�tuaas.n. sPwnOwYd�YaT S Ynswr sw.��raaa.mnera p Ms.�Mr n r •rwrw'p r s �__ msn.an..n. ..ai wa_.tAWr.rw..awauR �uiwe.u. n �.mwramray.ro.sr�wnia.xi�:.w<. QFIRST LEVEL FLOOR PLAN - OFFICE AREA A tu.nc ro LS ATES, IW HUNT FI�<trk Corporation HUNT ELECTRIC - BIG RAER INDUSTRIAL FACILITY Hudson, WI W16 ENLARGED PLANS . w.rumcrt anon • mmasrw e�mm msiom vmnzfro A2.5 FLOOR PLAN GENERAL NOTES wmY..W.��..w....Y �.��...ob i yW. s rYNYbIIgY Mai ' .�.mw..w...nw...Y.Y.. noaYwarw•r FW �. �" �rn'a+msrr -_. �v�w.�.•�as TOILET ACCESSORIES SCHEDULE I.lI.Y6YYla 10 RHO �Yb iM.NM rortnw�.�wi�m P1mM �YN so+rm �� ron usx�*n, �Yc HUNT Electric Corpaetlon HUNT ELECTRIC - SIG EAER INDUSTRIAL FACILITY Hudson, WI U016 ENLARGED PLANS mom. dm rw i wow aam (D—- LAM n SECOND LEVEL FLOOR PLAN - AREA A tic. t.p• I] FLOOR PLAN GENERAL NOTES I°.•`rlwn.is.ww'"•Als:e s r[ma...en.�. ENLARGED PLAN -TYP Ce7 CROWS NEST .�. w I y e - ENLARGED PLAN -TYP GENDER NEUTRAL TOILET ROOM li ^w m 1 r« •- •• . LAL—J tr) -vm©Ecaac/ tMm 1 1� 61 FIRST LEVEL FLOOR PLAN - PRODUCTION TOILET ROOM .n.enmin.1e usnwa.'e iinwlw.r HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, VA 54016 ENLARGED PLANS m� Ilnaal an. i .ua-worn aM.— rt,�. •1[r�.� aMlp® amuses A2.7 =0� Ell EM MMME Yal18A i�w o. - ON .w� �. EXTERIOR MATERIAL FINISH SCHEDULE aNORTH BUILDING ELEVATION -AREAB tnw•ra ♦A: a N tne.RTHrtr I HUNT LI.d,k C.r....11.n HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudsm, IM 64016 8d ENLARGED EXTERIOR ELEVATIONS OY Wi • +1•Y1tlM •I.Y,. �MK n.r EXTERIOR MATERIAL FINISH SCHEDULE • . ��•�• ne•e..l �.. r. � .— .s.nr.v..r.rr I�W�w w•Wn sr...• .rwj. l—.— —wwr.—�ws '.��'Wei r _ r.•...swr rer. p lr... .wWWr.weW-• ,•w.-W- dm .ri .rws .wWo rw w.—wm.a.wr WF .Y.. YWtl WurWr ,.® wmnwr WfplNf 1 ��7 ---wr°—move ..• I I � � ..v 1SOUTH BUILDINGA'n N - AREA A 7NS • 1'd Tw. 11 n r..• — a u Zi3—r._t_Tr-_-�_ x NTH BUILDING ON-AR • 1 W Q oT o1 Q o{ w•ww� � 1 1 I 1 I Wld.f II—T—i x r u`2 3 ���IW]i-- IIM NN xis-���iui�L•---.i�.r�r�ii- MNvIMMMIIM MM1■ONMMM i_r.i—i�l�����i NIIIIII■NNIIN 1■■c r��m i■■■ q■■■®I = H■1■■■ ■■■■■ICI m V 1�mmmN I m �- _ i �"'"" Ammm�Y I ■■EMEMS ■■■ MA - - - -------- - _ - - %1 SOUTH BUILDING ELEVATI N - AREA C vtr.1 o HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, WI W16 ENLARGED EXTERIOR ELEVATIONS all M IYY 141.1n, aas. aelav revert rr � an�m 1 meraunlau EXTERIOR MATERIAL FINISH SCHEDULE �®. rew. r_w.r a exrwr..ru..r , �'�... tilt• rla.a�1 0 M.1M1w1AiYI.O �rmr r..r w. w •wn�r..r.n.r w�iisw �snu ws u.l rxr.rruew mew �lw. rn.w tar rwwnwrarwnr �mn ..re enwv aawu .® wlw •rrewn art �.� alnw..rarwr �ZEAST BUILDING ELEVATION w.., t o.r-P .... IN6. t'd T BU LDIN ELEVATION HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILRY Hudson, W 54016 ENLARGED EXTERIOR ELEVATIONS t a e<.ar amwmcnw ne+tsrra m FATEWAI am --imam M RE R PARAPET CAP ISOMETRIC DETAIL ROOF SECTION DETAIL IN DETAIL any a a 2 a aaaa�aaaa ]-I T----T- - I F----T- 4 1 4 -1 T I l� 14 1 1 HUNT El#ctric Corporation MOMEN HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, N 54016 RODIF PLAN, I Moat, A4.1 y wq M. Owm yy�ni w� - i %1 WALL SECTION - A2 CURTAIN WALL JAL mmmiW.MW i1 WALL SECTION - A4 STOREFRONT .w...Tca. iMc HUNT Ebctrlc CorpooHan HINT ELECTRIC - BIG BAER WDUSTRIAL FACILITY Hudson, WI 54016 WALL SECTIONS e rnn.ween o+"uu e v�ovw,m a�e.m uenou arvsn � w A5.1 n S�; kl ?I S� I w'4w9liw `w'�in�nrxr�� 1 n WALL SECTION - TYP LOADING DOCK . WA E T N - H PP N T LET R M Cti WALL SECTION -OVERHEAD DOOR i+l WALL SECTION -AS CURTAIN WALL 1?-i•-C 1/Y•1'd �wJ 1R'•1'-P lir-N- HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W 54016 WAIL SECTIONS A5.2 m� rwr wun+tY.�\if•aol �a.WINY r _..w.rw I, Will - .�eMYY W a11,OANlr11 WALL SECTION - (i� TYP NORTH CANOPY tfr•1'-0' A ,•, eib►"�— e-11fa�— :-NPR bF!!1 --•reM....w. m..,m Hw ' W_MOen(aewm. WALL SECTION - WALL SECTION - a TYP NORTH PEDESTRIAN DOOR : TYP PEDESTRAN DOOR WALL SECT ON - TYP DOCK LEVELER HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W154016 WALLSECTKM 1 i eGaf pIIM 4 I@IYIf817mT da1M 5 d DY019N.ib, VAN MT. g) WALL SECTION - BIFOLD DOOR WALL E N - ELEVATOR 12 7'-0" 72. I& A0.! u\ TAIR SECTION - STAIR J t!�' • t••(P W s�wwr ! �•wwli mil STAIR SECTION - STAIR C tN' • t'd GURADRAIL ELEVATION - 0 T CRO NEST tl1' • 1'-0' f l.�s � � m .•. n STAIR PLAN - STAIR J 11'r - '-0' lid n gj�R SECTION - STAIR B �w . ra' mvo A 11 1 m,M. 31 i•'wr' II wm�<<W I II 11 .\ STAIR PLAN - STAIR C (TAIR STECTION - STAIR H _ C�J vr.1'o tu'-ra A, iM' • t'•d' Q�STAIR PLAN - STAIR B 1N' • i'-0' T !d STAIR PLAN - STAIRS D. E. & F n STAIR PLANS - STAIRS A & H HUNT Etr<trtt Corporrilon HUNT ELECTRIC - BID BAER INDUSTRIAL FACILITY Hudson, YA 54016 �Mti \ e•r w•- n PEDESTRIAN DOOR DETAIL - HEAD YI ttii•t•ir _ o I T - JAMB + tvr•r.o• (.l PEDESTR t trr-raIAN DOOR DETAIL - STOOP oA O win -W.IY/410�W ro y r e>a•i PEDESTRIAN DOCK DOOR a DETAIL -THRESHOLD (1 OHD DETAIL - APRON ti+ ttrr•r.o- art r PRECAST DETAIL - PARAPET n••r•••noso • � PR A T DETAIL-M CONNECTION + t trr.ra M1r w� \ naiuid: P A -STEM WALL + 11l7. 1. "MOVE A550t h\FS NC. HUNT Electrk Corporeuon HUNT ELECTRIC - RIG SAER INWSTRIAL FACILITY Hudson, W 54016 DETAILS estlre.a e+e�m s .�. .a m.moo. -,we. 9aladlltl tl SNEF! A6.1 _ W M6M w�MrMnr 0 +r w +. PRECAST PLAN DETAIL -TYP PANEL LAP Au i 1? • 1'-0• osea ea •wnrnu.rrw +. URTAIN W TAIL ACM HEAD "Ir- ® Y s .rMMM...w / —..w.. .... (�l CURTAIN WALL DETAIL -ACW-2 JAMB 41 CURTAIN WALL DETAIL -ACW-2 SILL II I 1+ 00 �saen.w+pMM •wwMVMn• '_III Nl.w +s ANv4r W DETAIL -A a CURT WALL DETAIL -A W-1 ALT SILL ++ STOREFRONT DETAIL- SOFFIT ...wrrwrww•wr M�wwrw• y\; _� ..•.goo m`.r.`w�=- —_rrw,w.Mr_w ,••n+Mn ran: M�•eaw�e•w' ..••.rure�"4`l--ice ++ RTAIN W B 1 ®CURTANI WALL DETAIL-ACW-t ALT JAMB 2_ . t? • rT R NT DETAIL- F-1 HEAD 1 t? • ra t t? • rw t -0• r _ I wrwm rre..00r _.nM....� •,� wn.rwM_r+•_ ow..•.•w•r. STOREFRONT DETAIL - n CURTAIN WALL DETAIL - ACW-1 JAMB as ASF-21N$IDE CORNER t t?•T• 1 t?.T? a TAIN WALL Q TAIL -A ME F NT DETAIL -ASF-2 BILL wr....e f � reM.• w �r� u s FR NT DETAIL - ASF-1JAMB .vs t1?•1'_V �v. w%nswwi� "� + NT DETAIL -A F-1 SILL 1 t?. r.o• HUNT Elecbic Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudwn, W 54016 DUALS �LL miw• a mn�M e Aeramirm 0 "m - - - - - - - - - - - - --- #ihfill_ - - - - - - - - - - - - - - ( 4 CA NOPY jj%PETAJL - EAST! WEST SECTION SHALLOW T 7- T T yIkmr --_________—___I (49 ,V��Y DETAIL - EAST ELEVATION DEEP %ftVVRAP DETAIL -STOREFRONT COLUMN WRAP DETAIL- ! �Typ OLVMN COLUMN WRAP DETAIL - a DEMISING - WALL I lir•114r N /7-\ PRECAST PLAN DETAIL - HIGH LAP DETAIL �V I I f2' - I :AL (go CA NOPY DETAIL - NORTH ELEVATION J'r HUNT Electric Corporattan HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, N 54016 DETAILS (49 ,V��Y DETAIL - EAST ELEVATION DEEP %ftVVRAP DETAIL -STOREFRONT COLUMN WRAP DETAIL- ! �Typ OLVMN COLUMN WRAP DETAIL - a DEMISING - WALL I lir•114r N /7-\ PRECAST PLAN DETAIL - HIGH LAP DETAIL �V I I f2' - I :AL (go CA NOPY DETAIL - NORTH ELEVATION J'r HUNT Electric Corporattan HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, N 54016 DETAILS SLAB EDGE DETAIL - +a WEST ELEV L� B�_Y t 17 - T-0• (a1 PRECAST DETAIL -INSIDE CORNER DETAIL IlI t PRECAST DETAIL - OUTSIDE CORNER LAP •M 177.1'.0• 117•t'.tr ai i a— SLAB EDGE DETAIL - PRECAST DETAIL- PARAPET ++ S UTH ELEV LOBBY tp_ TERMINATION PLAN DETAIL e UAR IL DETAIL - CROWS NEST SLAB EDGE DETAIL - GRID 20 PRECAST DETAIL -CAP FLASHING JAMB N. 1tIT-1'A• MA 117-t'-0• µa 3'•1'-0• n BOLLARD DETAIL U i7-r-0• Cl ST IR DETAIL - STAIR A BASE n STAIR DETAIL - SHIPS LADDER BASE t t7 - ro• 3• • ra• *STA1R DETAIL - SHIPS LADDER HEAD a TAIR TAI - K STAIR BASE •a,a 117-t'-P PRECAST DETAIL - TYPICAL (7 MR tt7RE•naCORNER ..+ �r.1AM.1.c HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudwn, WI 54016 DETAILS eenursn owvu s �+ara mneez .a TYP. ENCL. HINGE DETAIL * TYP. ENCL. SECT. DETAIL nFs 77+1'-0" µs 177.1'-0" it CANE BOLT DETAIL (eLTRASH ENCLOSURE FRONT GATE DETAIL Ms r - r-o" nu 17 • r-o• (� TYP, W. PIPE BOLLARD DETAIL io• TRASH ENCLOSURE KEYED NOTES rsYs p n m L1 TRASH ENCLOSURE FRONT ELEVATION _ /:1 TYP ENCL. SECT. db GATE %1 TYP TRASH ENCLOSURE WALL SECTION TRASH ENCLOSURE SIDE ELEV. . TRASHENCLOSUREP N U in.ra 17-ra �u.no va•.r.o• n BIFOLD DOOR DETAIL - HINGE .gee t 1fi-• t'-0' f C BIFOLD DOOR DETAIL -HEAD V t trz^- r-It- /iIBWOUOORDETAIL-JAMB nCURTAINWALL DETAIL -ACW-2SOFFIT m f m mrnaralwn � n Bttrr•t'-o- IFOLDDETAIL-THRESHOLD /1 CtURTAIN WALL DETAIL -ACW-21NT MULLION Ise. trr-t•a IOIY.0 ATE ING M�ww.wp�l��Ps��ws,w� HUNT Electric Corporation HUNT ELECTRIC - 81G BAER INDUSTRIAL FACILITY Hudson, YA 54015 DETAILS aoxanernw ...I/L A6.6 r.rrtrv.. tt 124 BREAKROOM ISLAND- A lSi,if a a-l_iW Im�rts to • � .�• i i c� t euu.. inex 'IMRV.IAIMtM wnnew M.M•MlY �. �i •'' � meow... e r '• to 123 VENDING C.Y = 1=» ECEPTION DESK - C Nr • 113 LAR E Wi �.WEL 1 1 7 LNS n• • rrES If02 RECEPTION DESK- B iw•. r.c n 102 RECEPTION DESK-E n 1Q_,• 2 RECEPTION DESK -A r• -0. TYPICAL MOUNTING �_T_.YPiCAL MOUNTING HEIGHTS FOR ACCESSIBLE & NON -ACCESSIBLE ACCCESSORIES OHEIGHTS FOR ELECTRICAL 1N• • 1'-0• 1/y • 1'-0' MMS _ a m (Z 1-V PRODUCTION AREA- A I "" fu'- t'- .o.+s 12 MENS-B u_ 130 PRODUCTION AREA - B to _ 127 MENS - D n 127 MENS - C •as va• - t'.o' w -ra w -nr -ra if u 127MENS-A u 1 MENS-D +s 128 WOMENS-C 3 u 128 WOMENS - B ++ 126 MMENE - A +0 126 JANITOR. TYPICAL N 2 ALCOVE tu•-ra• �tu••r.a' \wJ fu••ra � vr.r-r J if .ran:: _ :.�..+�• (.Z 111 MENS-D �t1111 MENS-C n 111 MENS-B %s1111µ.•1-0' ENS -A �'J 1u•-ra• "'l' fu'•ra' w`•r-o• ess f 110 n 110 WOMENS -C (Z 110 WOMENS - B n NO WOMENS -A tu••rp 114? vr.r.o• us fu'-t•a• HUNT Ebetric Corperatlen HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudsm, 0 54016 INTERIOR ELEVATIOr •'®� mwn / wWWM�tlW n�.m:•. Q ^ ,.. PRODUCTION AREA .. I `J 1W.1W 1374"NSD 1,M MENS-B A %1e�135 MENS-D AMENS-C r:1135 MENS-B _i 13 ErYPICAL, 132 ON TOILET TYPICAL - C 1H' • t'-0" 1R" • 1'-0' +a 137.5 ,i/WfiOR. TYPICAL tH••rr -go- Lori © 9 X `a. .ET GN TOITYPICAL - 8GN TOITYPICAL - 8 lei = t Id g S'3 + 132 ON TOILET+ TOILET TYPICAL AA �7M • t'-0t'-0• HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, 0 54016 NIERIOR ELEVATIONS Mn Mm r.•a eun� nnna+,. n.: u A8.3 1 u TYPICAL FLOATING SHELF t trr- nc 47 UPPER CABINET +s MAIL SORTING TALL CABINET a TYPICAL BASE CABINET WAdICROWAVE UPPER n AN BASE CABINET 7.1'-0' I' • 1'? t 1R' • 1'•7 1 I? • 1'-0' Awny w.-a.w�• S •sus �� _ n TYPICAL FLOATING COUNTERTOP t trs'-ra TYPICAL PULL OUT TRASH +o CABINET WIGROMMET �a1 TYPICAL PULL OUT TRASHIRECYCLING CABINET %1 TYPICAL BASE CABINET W/3 DRAWERS mil TVPIC BASE CABINET WIDRAVYER (1 TYPICAL BASE CABINET ,.. tvr•ra ttrr•ra N. tta"•ra itQ•-t•-0' s AL RE M VANITY Gi TWICAL ACCESSIBLE SINK BASE @S WALL CENTERED ON MULLION N, t tR' • r-tr t trs- • ra- �, t t? • ra• TYPICAL BUTT GLAZING HEAD DETAIL J�t�= TYPICAL SOLID SURFACE SILL DETAIL PERIMETER /'71 WINDOWS / ttrr-ra- ro•i Nsouwlu, me HUNT ENIRrk Corlgntlon HUNT ELECTRIC - 00 B4ER I OUSTRK FACHM Hudson, w 54015 INTERIOR DETAILS AND MLLWOW SECTION W- 1 mYE IIIINI .Nr. C�ZBREAKROOM ISLAND SECTION u.s t it •t'-0' s P N K AT ACCESSIBLE HEIGHT n R CEPTIO DESK T TRANSA TION TOP s TYPICAL BASE INET W PEN SHELVES t 1/Y•7'-0' as ttl2'•1'-0' Aaa /72'•tL POPE OOATES, INC. HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W154016 INTERIOR DETAILS AND MILLWOM .DNS 6 ItlHItlMP 6 GYISTIIICiCN aatl�N 11 FIRST LEVEL COORDINATION RCP - SHOP TOILETS N� var • r-a^ FIRST LEVEL COORDINATION 4 RCP- OFFICE AREA ysz.1•o COORDINATION ROP NOTES FIRST LEVEL COORDINATION RCP - L� GENDER NEUTRTOILET ROOM 132 : y.AL e Ir O FIRST LEVEL COORDINATION RCP - a GENDER NEUTRAL TOILET ROOM 110_. amr - r� FIRST LEVEL COORDINATION RCP - a GENDER NEUTRAL TOILET ROOM 143 HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W W16 FIRST LEVEL COORDINATION RCP mxanxerion oamm 401L A9.2 �r I I I �I I --�� —$------8--- 1 II I I �I B e I B a eI —1t -----}------ t B B I B B B �I B BIB B a� I e a I e B e I I �I B a I B a BI II B B I i B B B I I B a I I�B B I BI I (� 1 SECOND LEVEL COORDINATION RCP - AREA A r5 siar-r-o. --171-- ---a Co HUNT Fbctdc Corporation HUNT ELECTRIC. BIG BAER INDUSTRIAL FACILITY Hudson, W 5W16 — I SECOND LEVEL COORDINATION RCP AREA A MINOR Co 4 snmm RI a A9.5 WdI.E Q 4 Q b�l I I I T I b i I I ii I ® R I I 11 �IR RI R IR RII � R IR RI � IR R I I 1 ® ® R 1 R it 1 ® ® I ® ® R ® m ® ® ® R I I µ. I I I I I I I I I I I I I I I 1 ® 11 ® R I R R I R I R R III R R 1 R I R R ® ® 5 I R ® I III I R 11 R ® 1 i R R R I R R II III R R I R I El ® 1 i R ® R I R 1 I I I I ! I I 1 I I 9 R R I 0 A I R R '� A '' Fl R jjI r i Ro fl R R I R R B R I I I I I e I I I I I -0 I I /1 SECOND LEVEL I COORDINATION RCP - AREA B I I I I I 3flT'•1'-0• HUNT Electric Corporation HUNT ELECTRIC - ING BAER INDUSTRIAL FACILITY Hudson,W 54016 SECOND LEVEL COORDINATION RCP AREA B e o�xem�cxr oinm PtiFx'I FOR O arsrvnn nr K A9.6 I I I I ® B B 13 ® B I BI i B I B I I 8 I B ® I u I ® @ I B I I I B B ® E I I I I R ,@ ® @ I B e I I I I I El it P @ P Is B ® I B B B B B I B 0 I �E ® I B B 0 + qp?n LEVEL COORDINATIONR P-AREAA HUNT E lecbic Corporation HUNT ELECTRIC BIG BAER INDUSTRIAL FACILITY Hudson, W1 54016 SECOND LEVEL COORDINATION RCP AREA C e mwnuoux oaem F�� w A9.7 INTERIORS ABBREVIATION LIST Imo© gym© OEM NOW .gym .-- ... •-- .. . MOM MOM OEM- MEN.—®- .Mm .. .m" ... ...-- :m m .N :mm small-,:-- :::�:=m _ :gym :MEMOM ==m WOO MOM =gym :=m :gym iO.VY /.45OC Alm ZINC W�IwWm uW�l u�iw� HUNT Electrk Corporallon HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W U016 INTERIOR MATERIAL IDENTIFICATION & ABBREVIATIONS . oa-rc eer mmm s .eoemlwm FLOOR FINISH PLAN - NMSE OFFICE AND MULTISTALL RESTROOMS Nartni r '�w 1 &IM FLOOR FINISH PLAN - TYP ON NMSE n RESTR-O OM a FLO R FINISH PLAN - OFFICE NORTH n FLOOR FINISH PLAN - OFFICE SOUTH FINISH PLAN GENERAL NOTES SYrinl�.W V WYitl'i N.oO'wrWMlnv4�Y� mwm'iiw4aMY.aY11 W..s.YYe..M W ON��nN�, Te'b1VaYOMI1MIWAW MIf rW V M,�iwe�u�wo�M9'Wrm%aR_uWmoRwW w n xase,ugr..w Wy.Kyo�enR M^ W�rar.�W.r VOI! aLfOl aTES, INC. HUNT Electric Corporation HUNT ELECTRIC - BIG BAER INDUSTRIAL FACILITY Hudson, W 54016 FLOOR FINISH PLANS - FIRST FLOOR t IbYt Mid 1 V6WIET CWId eaexaWierul ws+ %GM@ A6fN11! r- u RL W Al0.2 (go WALL FINISH PLAN - WHSE OFFICE ANO MULTISTALL RESTROOMS _ ems\ WALL FINISH PLAN - TYPICAL ON RESTROOM (� WAIL FINISH PLAN - OFFICE NORTH SEE A10.2 FOR FINISH PLAN GENERAL NOTES AND SYMBOLS FINISH PLAN KEY NOTES 71 WALL FINISH PLAN -OFFICE SOUTH HUNT Electrh Corporation HUNT ELECTRIC - SIG BAER INDUSTRIAL FACILITY Hudson, W 9016 WALL FINISH PLANS - F� RSTF_ � rarrrEr moon e m�nwicro. SEE A10.2 FOR FINISH PLAN GENERAL NOTES AND SYMBOLS FINISH PLAN KEY ND n SECOND LEVEL FINISH PLAN - NORTH MEZZANINE gts, SECOND LEVEL FINISH PLAN -SOUTH MEZZANINE ,a iro-.ra m ur.r-r anmarcy ixc HUNT Electric Corporation HUNT ELECTRIC - BIG HOER INDUSTRIAL FACILITY Hudson, VA 54016 FINISH PLANS - MEZZANNE Beaman amm a m,meumua e,mm •rKr. •i aO1GN! aw O is A10.4 FURNITURE PLAN FOR REFERENCE ONLY-NMSE OFFICE u "r•ra ■ o T 1 D D w� V V ra Ttl n'07 A e o ,f, � a a F RN REP F R REFER NLY- FI E NORTH lZEURNITURE PLAN FOR REFERENCE ONLY -OFFICE SOUTH_ ++ tA'-t'a' + tIM•t' HUNT Ctrctric Corporation Va"a HUNT ELECTRIC - BIG MR INDUSTRIAL FACILITY Hudson, NA 54016 . FURNITURE PLAN mmu +wm .r��, mmm