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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 556358 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City X Village Township Parcel Tax No: U.S.Minerals, Inc. Village of Roberts Me- /Oig(p + 70 - ax) CST BM Elev: Insp. BM Elev: BM Description: ,ten Section/Town/Range/Map No: 1 8 /OZ.S / I l 27.29.18. 0 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 7 Benchmark ,L) 2-coo ja T.. 7• c3 /6,f~ /DZ • s Dosing & f 4~'~ u,~. Alt. BM b . -1-44 ja ~4Z G'Q Ca l 7 ~~Q q Bldg. Sew r •f 6(-e'A~ab 9' q _T' S Holding St/Ht Inlet /z 93 • 2 St/Ht Outlet •7 TANK SETBACK INFORMATION 51,72. 99,q TANK TO P/L WELL BLDG. nt to Air In ke AD Dt Inlet a / 92.9¢ Septic -7 '7 166 / r. Dt Bottom X' ~Q r Z Dosing 1 w / Header/Man. 1 17 uu 1 L a; Aeration Dist. Pipe '77 , G G• ,O Holding Bot. System Final Grade , PUMP/SIPHON INFORMATION . -7 /6 Irv - Manufacturer Demand St ver Model Number Z6 TDH Li Friction Loss System He 1TDH Ft Z rl~i4- Z.. t Forcemain Length / Dia. Dist. to well 5o Z -7 i SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Di Liquid Depth DIMENSIONS gL -t/e,,- C. SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufact~ P, INFORMATION L /l1' M CHAMBER OR •^}j T yGOf~JGK.' 7 r > ~c.v UNIT Model Nq~pbe., DISTRIBUTION SYSTEM E 70~ ~-Zp = v S Header/Manifol~ Distribution x Hole S'< x Hole S\acing g VAir Intake Pipe(s) ` ` ` Length1~ Dia Length_ Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only .5 Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ` Yes 0 No es [Hid No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1254 70th Ave oberts, WI 540 3 (SW 1/4 SE 1/4 27 T29N R18W) NA Lot 1 Parcel No: 27.29.18. 1.) Alt BM Description 2.) Bldg sewer length = ~Z - amount of cover = Plan revision Required? ❑ Yes )JINo Use other side for additional information. I Date In se tor's Si ure Cert. No. SBD-6710 (R.3/97) 1 Wastewater SEN-40 Series 4/10 hp Submersible Effluent Pump, 3/4" Solids Construction Flow - Liters/Minute 0 so 100 150 200 250 300 Cover Epoxy-coated cast iron 35 11 Motor Housing Epoxy-coated cast iron 10 30 9 Impeller Material Thermoplastic Elastomer 25 6 Impeller Type Non-clog 7 20 6 Volute Epoxy-coated cast iron 15 5 Power Cord SJTW 4 = Mechanical Shaft Nitrile with carbon and 10 3 Seal ceramic faces 2 5 Fasteners Stainless steel ' 1 0 0 Shaft Steel 0 20 40 60 80 Flow - Gallons/Minute Bearings Upper sintered sleeve and lower ball bearing 9.80' B.O' } ~.r6 7k~ *4.63' 9.80' SEN-40-AF SEN-40 Specifications VIN i 1 SEN-40 509211 4/10 115 1-1 /2" FNPT 9/920 80 70 60 45 25 32 14 20 26.5 1750 SEN-40 509212 4/10 115 1-1 /2" FNPT 9/920 80 70 60 45 25 32 14 30 27.5 1750 SEN-40-AF 509213 4/10 115 1-1 /2" FNPT 9/920 80 70 60 45 25 32 14 20 27.5 1750 SEN-40-AF 509214 4/10 115 j 1-1 /2" FNPT 9/920 80 70 60 45 25 32 14 30 28.5 1750 Franklin Electric 400 East Spring Street, Bluffton, IN 46714 Tel: 260.824.2900 • Fax: 260.824.2909 Form: 998199 7-11 www.franklin-electric.com 'Inn Wastewater SEN-40 Series 4/10 hp Submersible Effluent Pump, 3/4" Solids Features ■ 4/10 hp PSC motor with thermal overload protection ■ Energy saving low amp draw ■ Cooler running motor which extends the life of the pump ■ Cast iron pump housing with protective epoxy coating for corrosion and rust resistance, polypropylene base ■ Stainless steel screws, bolts and handle ■ Mechanical seals (stainless steel spring, nitrile parts, carbon and ceramic faces) -y ■ Upper sintered sleeve bearing and lower ball bearing r ■ 1-1/2" FNPT discharge ' ■ Handles liquid and solid waste materials up to 3/4" diameter ■ Available in manual or automatic operation with piggyback mechanical float switch ■ On level 9" - 14" ■ Off level 2" - 6" ■ Two year warranty I, Franklin Electric 1 State of Wisconsin DEPARTMENT OF NATURAL RESOURCES Scott Walker, Governor 101 S. Webster Street Cathy Stepp, Secretary Box 7921 Telephone 608-266-2621 Madison WI 53707-7921 FAX 608-267-3579 mscom TTY Access via relay - 711 DEPT. OFNATURAL RESOURCES May 8, 2013 Project No. S-2013-0215 ST CROICAUWY Mr. Todd Sinz ~t•'""~S T.L. Sinz Plumbing, Inc. E5609 708t" Avenue 7 to " /Og~o - 70 - , Menomonie, WI 54751 2T- /p', (o5 3 Subj: Holding Tank Installation For U.S. Minerals, Inc. Roberts, WI Dear Mr. Sinz: I have received and reviewed your recent transmittal of completed WDNR form 3400-185 in reference to your proposal for installation of a new wastewater holding tank to serve the vehicle maintenance garage for U.S. Minerals, Inc. located at 1254 70t" Avenue, Roberts, WI. According to your transmittal, the proposed holding tank will be used to store non-domestic wastewater, and the stored wastewater will be hauled by T.L. Sinz Plumbing, Inc. (License No. 2355) to the Menomonie municipal wastewater treatment facility for ultimate treatment / disposal. Based on this review, the proposed holding tank installation is acceptable to the Department of Natural Resources. As part of this acceptance, please also review and discuss the conditions of approval as outlined on page 3 of WDNR form 3400-185 with the owner prior to installation / startup of the proposed holding tank. If any questions concerning this acceptance notice, please contact Steve Smith, WDNR Madison office, 608/266- 7580. Sincerely, Stephen J. Smith, P.E. Wastewater Section Bureau of Water Quality Cc: U.S. Minerals, Inc. 2105 Northwinds Dr., Dyer, IN 46311 Mr. Kevin Grabau Admin., St. Croix County Zoning Dept., 1101 Carmichael Rd., Hudson, WI 54016 Pete Skorseth Baldwin Service Center dnr.wi.gov wisconsin.gov Naturally WISCONSIN Printed on R eo yob d Pa par commereeml.gov Safety and Buildings Division County l 201 W. Washington Ave., P.O. Box 7162. CIJ (to be filled in by Co.) Itioepartmnit GO on, WI 53707-7162 Sanitary Permit Nummber 23 s 10 of Commerce l:: State Transaction Number Sanitary ernri - ppticat' n Z 6 913 L& in accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fo to the approprta 1 to obtaining a sanitary permit. Note: Application f s for state-owed for secon oject Address (if different than mailing address) 'Pse unit is submitted to required the prior Department of Commerce. Personal information you ovide may,, purposes in accordance with the Privacy Law s. 15.04 I m Stets. V 1. Application Information - Please Print All Informatio rcel # ^ Property ry/wner's Na /e n r ; q 01 N Property ~Ojwnnner's Mailing Address G f a,F~/Ly Property Location Govt. Lot f ;n 2 7 City, Saate Zip Code Phone Num~Cb~er / / ~~l 'h, Section I/Q~` N /t/ ~fO- P71 T P / N: R l~rcle ones Eb II. Type of Building check all that apply) _ Lot # Subdivision Name ❑ 1 or 2 Family Dwelling-Number of Bedrooms Block # ~&ublic/Commercial - Describe Use ,G~l~< 1~ T✓ QgCity of CSM Number, pillage of jEA9ee_jf State .Owned -Describe Use q 7 S ❑ Town of :III. Type:of Permit: (Check on one box on line A.. -Complete line B if applicable) New System ❑ Replacement System ©Treatmeht/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) A. Li - List Previous Permit Number and Date Issued B. Permit Renewal ❑ Permit Revision Q Change of Plumber` ❑ Permit Transfer to New Before Expiration Owner iA ✓ IV, T e of POWTS S stem/Com onentlDevice: Check all that apply) lZNohwPressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound 24 in. of suitable soil ❑ Mound < 24 inn. of suitable soil ❑ Holding Tank ❑ O er Dispersal Component (explain)'; ❑ Pretreatment Device (explain) . V. Dis er;at/Treat ent Area Information: Dis ersai Area Prop se (sf) System Elevation Design flow (gpd) Design Soil Application Rate pds Dispersal Area Required (sf) P g D e ZIP .-7 / ZOO 'VI. Tank Info Capacity in ' Total # of Manufacturer Gallons Gallons Units E d B . New Tanks Existing Tanks U n N y /(.AGG rd G,~r✓d~ Sepde os iia7~i~tiank Q~~ 74AP Dosing Chamber fOO~ OQd VIL Responsibility Statement-.1; the undersigned, .,W4 responsibility for allation of the POWTS shown on the attached plans. Plumber's a (Print) / Plumb Si na MP/MPRS Number Business Phone Number D1~ Sin/Z.~ r~/34 6L 7l~ ZSS`' Z>L ~f Plumber's Address (Street, City, State, Zip Codel VIII. County epartment Use Only Permit Fee Date I ueed Issuing ent Signa re Approved ✓ ~z ' n Reason -for D ' IX, Condit1$*d9i11=I"V4t4Masons for Disapproval. 3 ~ ~ 1. $eptic.tank, effluent finer and ~t I ~,,,J tN•t,• r ti dispersal cell must all be servk:es / maintained ..GeL, C re_ as per management plan provided by plumber. j 2. An setback requirements must be I maintained PP-rA4 ss 018i appikablo code / . ordhKlaft Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6399 (R. 02/09) 9 XRTL~~ Safety and Buildings 3824 N CREEKSIDE LA u~/I \ HOLMEN WI 54636 3 j S Contact Through Relay www.dsps.wi.gov/sb/ www.wisconsin.gov ADO SSIONPN' Scott Walker, Governor Dave Ross, Secretary June 11, 2012 CUST ID No. 139462 ATTN: POWTS Inspector TODD L SINZ ZONING OFFICE TL SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EX?IRES: 06/11/2014 SITE: Identification Numbers U.S. Minerals / Black Diamond Inc. Transaction ID No. 2093468 1254 70TH Avenue Site ID No. 778976 Village of Roberts, 54023 Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SWl/4, SE1/4, S27, T29N, R18W FOR: Description: Non-pressurized In-ground POWTS / Level site / Pump delivery Object Type: POWTS Component Manual Regulated Object ID No.: 1375438 Maintenance required; 840 GPD Flow rate; 100 in Soil minimum depth to limiting factor from original grade; System(s): In-ground POWTS Component Manual, SBD-10705-P (N.01/01); Commercial System; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code PAW requirements. • • Conditio 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. APPR( The following conditions shall be met during construction or installation and prior to occupancy or use: OMSiON Of WETV Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the CpRRESI requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • This approval covers only domestic/sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes, including those combined with domestic/sanitary wastes. • 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. TODD L SINZ Page 2 6/11/2012 r 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. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jer-ry.swim@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety & Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. PAkR Ear Safety and Buildings ti ' ~y~Y \A 3824 N CREEKSIDE LA HOLMEN WI 54636 k Contact Through Relay 3 P S www.dsps.wi.gov/sb/ www.wisconsin.gov ~OSSIONP15~ Scott Walker, Governor Dave Ross, Secretary i June 11, 2012 CUST ID No. 139462 A7TN: PO WTS Inspector TODD L SINZ ZONING OFFICE TL SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/11/2014 SITE: Identification Numbers U.S. Minerals / Black Diamond Inc. Transaction ID No. 2093468 1254 70TH Avenue Site ID No. 778976 Village of Roberts, 54023 Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SW1/4, SE1/4, S27, T29N, R18W FOR: Description: Non-pressurized In-ground POWTS / Level site / Pump delivery Object Type: POWTS Component Manual Regulated Object ID No.: 1375438 Maintenance required; 840 GPD Flow rate; 100 in Soil minimum depth to limiting factor from original grade; System(s): In-ground POWTS Component Manual, SBD-10705-P (N.01/01); Commercial System; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code P•O.W.1 requirements. No person may engage in or work at plumbing ~ the state unless licensed to do so by the Department per s.145.06> CQndido in stats. APPRC The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders DMS10NOf "FETYA • A sanitary permit must be obtained from the county where this project is located in accordance with th SEE CORRESP requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • This approval covers only domestic/sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes, including those combined with domestic/sanitary wastes. • 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. st z" Private Onsite Wastewater Treatment Sy , c~,l Index and Title Page Project Name: US i tiJ C-04 Ll e !I~C~L A-►~ln v ll [1 L1 tl Owner's Name: Q Owner's Address: "l ~~l Ls &-"Pzl uqN S 5 a 9 Legal Description: ~C Municipality: Town, Village, City o Ob County: -<T ~irD _ Subdivision Name: Lot Number: Block Number: Fatly 'IL Lp-ft- Parcel I.D. Number: Page 1 7107- PJ - Page 2 ES Y! l 7-69 t Page 3 ~CJI S - !!1~'1 NDENCE Page 4 P~ ef-0:5-c %M Page.5 U Page 6 1 1 S Vl-e/1i~ 1 V 4 Page 7 RUL) `t t Page 8 Page 9 -?IOT /tr) +J ~Z- ~Ivs y1` t ►t S Name of Designer: D t'~ Z License Number: Pt~g~b Signature: Date: S- Z<-- 0417- Designed Pursu 1t t the Fol o i POWTS Component Manual and Comm 81-85: In Ground Soil Absorption Component Manual for POWTS (Ver. 2 2.0) SBD-10705-P (N. 01/01) '7 T Aj :57-ell/ G ~ S Tr ~vr 1o (UG, . f ~ ,c.o r-- ~-~nrr t~ l ~.,1 ~1 r lr . ~K~ ~ \SEE CORRESPQNDENCE___ o 0 0 90 PAL o ~ SEA n G Ta-.e.K I (cao ~ f-u ,/ry OF I l~ ' Y 1"/ ~ ~N1✓!~,Lff~'b~/LS ~JiG~ t..lc, ?2 7 n \ I T cJ~ S T~ L ,-v I~ Z 1 loo I i i lob i /DG ~ ~D/tlTr f Page 1. of Design Criteria Yes Wastewater Contaminant Load: 30 mg/L < BOD5 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150 mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease 30 mg/L 20FTE x13 x1.5 = 390gallons/day 12 Floor Drain for water heater x 25 x1.5 = 450gallons/day Min.Design Flow = 840 gallons/day New Drainfield Design Flow =840 Gallons/day Design Calculations In situ designed loading rate 840 gallons/sq. ft. per day Depth to estimate high ground water >73 in. Depth to bedrock >73 in. Cross slope at system Level % New Septic tank 2000 gallons New Effluent filter Orenco FT0822-14BA Septic Tank Sizing Minimum septic tank size required for 3 years service frequency is 1754 gallons by spreadsheet Calculation; Using Existing Huffcutt 2000 gallon septic tank. Trench Sizing 840 gpd/.6899 per sq ft =1217.4 sq. ft minimum effective area for medium sands Install 60 infiltrator, Quick 4-W shells which @ 20 sq. ft each EISA plus 5.8 sq ft for a pair of end caps gives 1217.4sq ft EISA. System loading rate is 840 gpd /1217.4 sq ft =.6899 gpd per sq. ft. Leaching Chamber Dispersal Cell Cross-Section la5 ft Vent Cap at ft Distal Ends Final Grade Elevation 40 Water Tight Cap 4" Schedule Pipe With Vent Vent ft at Manifold End Cap (typical) ~ Top Elevation Leaching Cell 1 Cell 2 Cell 3 t-- 7 ft Chamber System Elevation \~-J S ft S ft 2.84 ft Dispersal Cell Plan View ASTM 3a 3`-f FO ft 4" PVC Pipe 2.84 ft { Cell 1 - l~ 1 Leaching ft l ft (typical) Chambers Cell 2 Vent Pipe (typical) Observation Pipe (typical) Cell 3 Leaching Chamber Specifications Infiltrator Quick4W® Chambers 3 rows of `,z0 chambers each plus 2 end caps on each row (3 cells (aO )(20 sq. ft. EISA) + (6) (2.9 sq. ft. EISA/endcap) I sq. ft. total Prod c Name: ~~s lY[ l ~ ~ Se gi , T P N, R W E o& TpW-n-of 01 LL/ l)~= !~06 'STS Signature: License Number: T~ JCZ Date: Page 3 of ` Page of PUMP CHAM$ER CROSS SECT10 '4 fy{in L Vent ?ipe MVT C-1Q Z 10- From door. window' Ye*+ G9p or fresh air inl;aka ' .-r-" VJeathCr>'rooP Juno'ut?n t3ox Appr~n ed 1pc'~4s~g mar.'~•,o1e cover W/ warning kPbet . 14" tJd'~1 + I'In.ai f 11 ~ ~ /AD 0 18" MIN v f Provide ~ A u+eLl ^pProved w AIMLQht-5631 7 1 irTEs ~~ir ( l l ~ 4 ~ ~ E AEarm J !i/ i_ 5 1 ~I • ~l C - taump ` i i On ` D ~1FY, f-t 5-LEY, ! ~ Gr~ncrete E3Tock tt f/ G s.~ y y i y 'r~ ~frL l~t1ClI ~ ~ / S •x• ~pprrn~ed bedding rttaterial urtdCr tank C?Y T/ 1/L /S /U ~ ~t'G1M SPECIFICATIONS . Nz~mber ~f ai}SL'S:; s Per Day Note: Pump and afarm, are on Separate circuits as per ILHR 1 45. Adm. Code G-Dons Per DaY Of Doses: bbd ~ Gallons t ZY Vcr ume-Of Sack~~iow: 3D,q~ Ga1larTs 7 Gallons. Tank Manufacturer: P~ -0 Total Dash Volume: _ Tank Size: DOo _ GallonsS 1r,ches oY (033 Calk.!'tiS Alarm Manufacturer: SSE owe bus Capacities: inches cs~- q GaPn-s Model Number: t 10 ! l f G. - inches or l(? Ga1Ser~s p inchhes or' I Ila Gallai7s Pump Manufacturer: _ 7~~ ~ inches or 10414, GaMms y Model Number: 1 ~ I S! Total.... D GPM lvlin~imum Dt:charge Rate $ Ft. Vertical Difference Between Pump Off and Distribution Pipe _ t Pressure Ft. tvtinimum ft~quired SuPPY ~ ~ Ft. I",0 Ft. cf Force Main x I.9`f €riction Factor/100;t ......Nea•. = Ft• Total Dynarn ! Internal Pump Tank Dimensions; Length gi Width (07 Depth to inlet I I License Number ~P13q (o Z Date Signature: pUMPPERFORMANC ,CURVE :,;Z TOTAL :;DYNAMiC:HEAD/FLOW' Mt~f3EL'1Si/Y5?d1S3'•; s: ~rf..••, FLUEtJTAND btWATERING „ » - 45. 153 4,: r 12 t , ; r MObEL :151 L53 153 atits r UUert Lhert Gal:Liters S S0 180.; 77 10 3 0 170 70 285 i ..144 201 Si 231 i Jr: srt r ::•r.Y~r ,:20. c$t/! i't.29..;', ..110 :r.44 ;167 52: 197 .525 1.a ~'C16'Fx 61•• 34 12Y 42 150 t 30 23"' 125. . 1o:f u 66 4 u f''" - - - 40*.`a. 123 42 t0 2 ShtR-0OHsed 30:R° 9.1m 38 V(i1,6m 44 A. 13.1m . 0145088 10 3V 496 7 A i A3 so 0 GALLONS' 40 10 1 it. 240. . FLOW P~Mwu>;< M0 01, 51 : Models 1;52.1.153 CONS ULTTA-CT4IvY Q:R SPACIAL APPLIC~#TI~3NS;.' ' ate' 4Yi• ail 2.' 4Ll Timed do ibing panels ayailabla _14 • taeCtrlCal alternators; dt4uplax.syMema ,are alvlsil2lble and 37n , 2V32 zupp1ledwith'ah alarm % , 41a • Variable: E9vel control switches'.are avellabla.~or,Controllirrp :37A o:7ru airiglepfla:e:aystenii. " •`Double:P~g'y6ack,vr3rfatileaevelAoatswitchea:are.availabte • l t - • . , for variale'level long and ahnrt cycle -controls - Sealed 6446x evaiiable 1 outtloor'drlatellation:,yes W 4201 ; .I r I • OVer 130`F (54t, i001 quotatlon:requ1ro~: 12 ill .1~5 /iS21aa$ rteries : 11 line 51H321tS3':MODEU3 Control' 41stdcn 'Model Wlte Ph Mode faUa . fim Lx ~u Id[ t - 4.y1 1 1/9 N151 115 1 Non A' i a3< I BN151 115 1 .AM a 0 Included •2 or 1l E/51 230 •.1•''.::.,Nan r1'. :3or3 - S E151 230 1 A rtot•:Included.', of ak24it SK2064 N152 •115 1 Non w.: I.S. 1- ; 2or.3 eN152 11' Included 4o►~ -91-ff 230 Non 2cr or NI 11: D r1: or BN1S3 11S .1 Auto 106 Included 2a.3. EM 23D 1 NGn••• 5.3 or3 SELECTIONGU.IDE , . 2 eE153 3 .1 a :Auto. • 6.3 I .-tided 2a •~5: 1:'Srngle;ptggyback;varialile level float swath or double piggyback,varlable evelilbat ~:f~;',;..~.`•si~.•.. awitl:h.•:Refer~oftp10477,.. . AII.1119tallatibn'of cbntroli,: protec8on'-divices and wlrlnp should brdoDi3~i aaquelttfed, j;:.: :See:fM07t2 f rcotrsct model of Electllcal Altemafor E Pak , ilcenaed d elfin '.A119leefrtdal sndiafetjrlotlea should tie loltoMred.idlludinp l,li meet 9. Vedable level ntrbl_. 10.0225 used as a conUol activalor, specify duplex (3) receet Nago6al Eleetdc Code (NEC) ei d tNOccupaUonal'aitet~r and:#IidWti f{CSFUIr ..k.: or(4)A(W1: s ern ,yy,..yy~p(~.•,,,~~ ee.►.r~~yll w~"ar' Es I Forunusual c~ndiUons a t i"i",ts: l"1 #aLfo 3. r`in~eredlntp'.the desi.hv eve Zoellerpump; ~Y. 9 9 . MAIL Tri:.P.a BQX 16311] Loulsila, KY 102564317 SHIP T0.361a Cerra Run Road 61enu/ecrurerl of.. Q Loufsvtlre, a 10;(14961 I Qu err AW-11 ,fIwcE. /9199 ArtpJ/Www.:ollgeio'snt (504 773.2721.1(800) 9200MP F"M 7744624 Submittal Data Sheet 8 -15 Dia. Biotubn.8 Effluent Fifters 1-t00•S4!•li4i General Orenco Biotube® Effluent Filters (U.S. Patents No. 4,439,323 and 5,492,635) are used to improve the quality of effluent Optional exiting a septic tank. The Biotube cartridge is removable for Alarm Float Assembly maintenance; the handle assembly snaps into the notches in (Ordered Separately) the top of the vault, and the handle can be extended for easy removal of the cartridge. A "base inlet" model is available for Handle low-profile tanks. Assembly Standard Models ° Standard Series: FT0854-36, FT1254-36, FT1554-36 °o Slide Rail Series: FT1254-36R, FT1554-36R Biotubes® Base Inlet Series: FT0822-14B Optional Alarm Float Assembly: Standard: MF1A-Y-1IFTL; Base Inlet: MF1A-Y-5FTL Nomenclature F~'Q Pipe Toptions: Coupling Blank - standard serie§r B = base inlet series! R = slide rail series (12" and 15" only)' r Cartridge height (inches): Vault 36 = standard 14 = base inlet model Housing height (inches): 22 = base inlet model ± . Inlet 48 =when minimum liquid level is 37" .46" (8" dia. only):' Holes 54 - when minimum liquid level is 46" - 63"rr 60 = when minimum liquid level is 64" - 84"rr tSupport 66 = when minimum liquid level is 85" - 112"rr Coupling Filter diam e)er. t$upport 08 8 " ~ 12 12" 15 = 15" $racket Blank - 1/8" filtration 3 P =1/1611 filtration t 12 and 15 only. Biotube effluent filter series • Use the slide rail when only one. access is available for the filter chamber Minimum liquid level is measured from the invert of the outlet to the tank floor (Select the housing height that corresponds to the tank's minimum liquid level to optimally locate the inlet holes between 65% and 75% of the tank's minimum liq- uid level.) Materials of Construction Vault: PVC Biotube Cartridge: Polypropylene and polyethylene Pipe Coupling: PVC Handle Components: PVC Support Coupling and Bracket: PVC ® 2004 Orenco Systems: Inc. NSU-FT•Fr-1 ^ INr. 1110 1104 C.~1 Pop 1 of 2 , z~ ppW 5 4WN R'S'.IWIANUAL & MANAUAnUM ~ rte.,.. SYStEM. SPECIFIGAT ONS FILE INFO, ATION . . 14-40 al ❑ NA Septic "rank Capacity. Ownor, ©NA v fv li,(~t~~ LNG iC~l a septic Manufacturo.r Air"ff Permit N Effluent. Filter Manufacturer 40geoC4 ❑ NA DESIGN PARAMETERS i~. I'19~ fS/~ ❑ NA -p-NA Effluent Filter Model r~!) ❑ NA =NumberL'of Bedrooms /rDa al Number of Public Facility Units ( S ❑ NA PumpTank Capacity Pump Tank Mart.ufacturor _ ❑ NA Estimated flow (average) s~ D al/da Pump'Manufacturer X441.As 4- ❑ NA Design flow (peak), (Estimated x 1.5) g~0 gal/day ❑ NA Soil Application Rate al/da /ft2 Pump Model NA Pretreatment Unit Standard 'Influent/Effluent Quality Monthly average*: Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter Cl Peat Filter Biochemical Oxygen Demand (BODE) 5220 mg/L C3 NA O Mechanical Aeration O Wetland ❑ Disinfection O Other: Total Suspended Solids (TSS). 5150 mg/L ❑ NA Monthl average Dispersal Cell(s) Pretreated Effluent Quality 530 mg/L'1n-Ground (gravity) 0 In=Ground (pressurized) Biochemical Oxygen pemand lBODbI ❑ Mound i Total Suspended Solids (TSS) `!530 mg/L ❑ NA O At-Grade ❑ Other: FecaLColiform (geometric mean) 510" cfu/100m1 C.Drip-Line Other;, ❑ NA Maximum Effluent particle Size Ys in,dia. NA Other: ❑ NA Other: ❑ NA ❑ NA • Values typical for domestic wastewater and septic tank effluent. Other. MAINTENANCE, SCHEDULE Service. Frequency Service Event month(,) ear(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 3 Pump out contents of tankO When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA month(s) 3 years) ❑ NA (Maximum Inspect dispersal cell(s) At least once every: J) ~ v ~j ear(s) Q,Q I'f"S NC ❑ NA Clean effluent' filter At least once every: ear(s) O month(s) ❑ NA inspect pump, pump controls & alarm At least once every: f c> 3 ear(s) ; O. ma.nthls) NA Flush laterals and pressure test At least'once .every:' earls) month(s) - NA Other: At least once every: ❑ earls), NA Other. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shell be `made by an individual carrying one of the Sept gng- licenses or ceatoicatio nl Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer, inspections must include a visual inspection of the tank(s) to identify any Tttissing or broken hardware, identify any cracks or leaks measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface The.dispersal cell(s) shall be, visuallyinspected to;check the effluent levels in the observation pipes and to,check, :for any pondin. of effluent on the ground surface, The ponding of effluent on the ground surface may indicate a-failing condition and requires th immediate hotification_of the, local regulatory authority. When the combined accumulation of sludge and, scum in any tank equals one-third (Y3) or more of the tank volume, the ent r contents of the tank shall be removed by a Septage Servicing Operator and disposed of ih"accordance with chapter NR 1 1: Wisconsin Administrative Code ' ervlcing of effluent filters, mechanical or pressurized components, pretreatmer units, hand anycservic ngdatpi but aols of 512:mo ths, "shall be performed by a certified POWTS Maintainer, A service report'shall:be provided to the local regulatory authority within 10 days-of completion of any service event. • s7Af3'h Up ANp OPERATION k treatment tank(s) for the presence of painting products•or ®t(IMr,aharhicafs ,For new construction, prior to use of-the.P,OWTS check that mayj mpede the treatment process and/or darriage the dispersal cell(s),, Ithigh=cvncontrations an d4i#0ed<M>A~«`{ha 1eC►tMnts of the tank(s) removed by a septago servicing operator prior to use. System stIart up shall not occur when soil conditions are frozen at the inflitrativo surface, During poyrer outages pump tanks maYflll above normal highdwats he ce(Islndn RIY tntth~d icing backupco Operator surfac,• d i4hargle of 'discharged tp,ths;dispers aloelllsl in ones l a~gadose: guaroa ding Se effluent: To avoid this sit4ation` have,the, contents of the pump tank on. , by. a Septage rv prior to restoring power to 'tha'~sffl,uant: pump orContaGt d PIumber Qr POWTS Maintainer tw a. &ist .in manually operating the pumpcontrols .to restore normal levels within the Rump'tank. s Do not drive or park vehicles over tanks and dispersal cells. ~-Do not;drive or park_over,or othorwiae disturb or compact., the.; area, within 15 feet'down slope of any mound or at-grade soil absorption area. the Reduction or elimination of the following from the wastewater stream may.improVe the' d fo mlacs an p®rol disinfect,f e f fat; PO S: antibiotics;, baby wipes; :cigarette butts; condoms;.cotton awet~s; de8res4efi•.. 9riltal foundation drain;(sump pump) water; fruit 'and vegetable peelings; ga0Qlirtel; grease; herbicide ;meat scrap;;,medications; oil; Painting products; pesticides; sanitary. napkins; tampons;. and water goftensr bring. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insurq that the system is properly and safely abandoned. In compliance with chapter Comm $3,33'0 Wisconsin Administrative Coda, to tanks and pits shall be disconnected. and the abandoned pipe openings • All piping sealed, • The contents of all tanks and pits.shall, be removed:and properly di1sposed' of try a SoPtage Servicing Operator, e After, pumping, all tanks and pits shall be excavated and removed:..Qr their. 99ve0, removed and the Void space filled with soil, gray.ol or another inert solid material. CONTINGENCY PLAN If the POWTS' falls.and cannot be re;palred' the following ;measures have been, or,m.ust be taken, to provide a FOd® compliant replacement system: A suitable' replacement area has been evaluated and may be .utilited for. the location of a replacement soil absorption' system.' The replacement area should be protected.:from=d sturbsrtae ertd-Compaction and should not f 9 (llftingod upon by required setbacks from existing and proposed structure.,:: lot lines awttd rY9f)s• Failure to protect the re.plpciment ergs will result in the need for r new, oil and site evaluation tv e$tablishs4litatale replacement"arse. Replacement systems must comply with the rules in effect at. that time. ❑ A suitable replacement area is not available dus. to setback and/or' soil iimitation.t• l3arnng aVanees in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS, 11 The site has not been evaluated to identify a suitable .replacement area' : -Opon failure of the POW) S is soil and site evaluation must be performed to locate a- suitable. °re.placemQnt ;area, If no replacement area is available a holding tank may, be installed as a last resort to replace the.failed POWTS. O Mound and at-grade soil absorption systems may be'reconstructed in'..place foNQwing removal oVthe: biomat at the 'infiltrative surface. Reconstructions'of such systems must•comply with the rtjlos in effect at that tlmo. ? > < <WARNING SEPTIC,- PUMP, AND OTHER TREATMENT•TANKS,MAY CONTAIN';LETHAL,GASSES AND/OR IriSUFFICIENT OXYQEN. DO NOT ENTER A SgPfIC' PUMP OR OTHkFt,TREAYMENT TANK UNDER ANY C.iIiOVIVISTANCES• 1REA~'~1•MAY RESULT :,RESCUE OF A PERSON FROMHE INTERIOR{Of A~ lANK MAY BE gIFFICULT OR•;iMPO&SiSLE. ADDITIONAL COMMENTS , POWTS INSTALLER POWTS'K INTAINER Noma; / L %a/Z ~CrJ ?IA1 NL Name Phone Phone 3S Zlo~/ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL ,RERULATORY AUTHORITY Name~i1/I✓y Name 7T Phone' I Phone f,•- bL-IL © This documentwat dratted in compliance. with chapter Corn' 83.22(2)(b)l1)(d)4&lf) and $3.54(11, (2) 1$), Wisconsin Administratieii Code. V % SM CROIX:COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM t Owner/Buyer - $ L vK '0 ow--d wcf~S BLS / l G~r/r%~--~t't-S Mailing Address w Property Address / zlg ✓v b (Verification required from Planning & Zoning Department for new construction.) , Zabt d $e5 City/State Parcel Identification Number LEGAL DESCRIPTION Property Location 7~ 1/4 , 1/a , Sec. V? , T #21 N R of Subdivision , Lot # Certified Survey Map # cf ~0.3 5 ~5 , Volume ZS , Page # 5975. Warranty Deed # 9 (o 4 5 3 , Volume , Page # Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, asset by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days,of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application 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. (REV. 08/03) ,II;IILi111911~111illlllllllllll $ 0Tx84066611 7 963595 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. CROIX CO., WI RECEIVED FOR RECORD LOCATED IN PART OF THE SE I/4 OF THE SW I/4 AND IN PART OF THE SW I/4 OF THE SE 1/4 OF SECTION 27, T29N, R18W, VILLAGE OF ROBERTS, ST. CROIX 09/17/2012 3:53 PM COUNTY, WISCONSIN. EXEMPT REC FEE: 30.00 PREPARED FOR: LEGEND PAGES: 3 CRANE I FOUND ALUMINUM COUNTY SECTION 1505 HWY 65 ® CORNER MONUMENT NEW RICHMOND, WI 54017 SURVEYOR: SET I" OUTSIDE DIAMETER BY 18" N O LONG IRON PIPE, WEIGHING 1.13 DOUGLAS J. ZAHLER LBS. PER LINEAR FOOT S 8 N LAND SURVEYING SCALE- IN FEET 1" = 200' 2920 ENLOE STREET m FOUND 3/4"REBAR SUITE 101 HUDSON, WI 54016 200 0 200 of WISCTHE SOUTH LINE OF THE SEI/4 ~i BEARS S89'43 21"W BASED UPON Si THE ST. CROIX COUNTY DOUGLAS J.y ZAHLER COORDINATE SYSTEM k S-2145 UD O g NI/4 CORNER SECTION 27 N89°43'56"E 800.02' NOTE: A PORTION OF THIS LOT IS IN A LOCALLY DEFINED FLOODPLAIN. SEE THE VILLAGE OF ROBERTS FOR DETAILS. LOT 1 I~ is 844,862 50. FT. 0 19.395 ACRES N°o m s ° lv o cn r I ~ ~ rn ~ ~ I U~II' Z5 w 10 ~5 A of ITS w ~\\4 0 ~~~5 u I 0 WD of s c x r m r S89'45.24'•W 70TH AVENUE SE CORNER u 224.76' w DEDICATED TO THE PUBLIC a SECTION 27 SOUTH LI THE SWI/4E OF 'woo 'woo SOUTH LINE OF THE SEI/4 °o N:338154.11 E:567790.01 S89°43'21"W 575.26' 2075.08' 2403.37' w 225.01' CENTERLINE w_ - S89°45'24"W S89°43'21"W 575.02' L ---S89°45'24"W 2628.38'--- ---S89°43'21"W 2650.10'--- SE CORNER S CORNER SEEC CTION 27 SECTION 27 N:338141.28 N:338130.12 E:565139.94 E:562511.59 70TH AVENUE U1KN1P1LJa7TE® LAaM13 S THIS INSTRUMENT DRAFTED BY: DOUG ZAHLER JOB NO. 5200-001 DATE: 03/14/2012 SHEET 1 OF 3 1of3 Vol 25 Page 5875 i ++II IIIIII ii II , 8091937 P SPATE BAR OF WISCONSIN FORM I 2000 Tx:4070737 WARRANTY DEED Document . Number REGISTER OF DEEDS This Deed, made between Crane 1 Holdings, LLC ST. CROIX CO., i'YI a Wisconsin limited liability company 10/02/2012 00:54 AM EXEMPT#: NA _ Grantor, REC FEE: 30.00 i and I'.__S+ Minerals, Inc., a Delaware corporation TRANS FEE: 2785.34 PAGES, 3 Grantee. Grantor, for a valuable. consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): Recording} Are,., Name and Return ddress SEE EXHIBIT A ATTACKED FOR LEGAL DESCRIPTION S t LA t ~e~ GLt t to e- o?oo- Parcel identification Nurnber (PI) 0VSID i This IS NOT homestead property. (is) (is not) Together with all appurtenant rights, title and interests. 1 I Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except j those matters listed as Permitted Exceptions on Exhibit B attached. ` - Dated this day of 647't n ',W 201z- ~ ~ C 1 HOLD Ste, C i E (SEAL) (SEAL) Thoma E. err _ Its Manager (SEAL) (SEAL) I AU'T'HENTICATION ACKNOWLEDGMENT Signature(s) . State of Wisconsin, ss. i authenticated this day of ✓c - County. Personally carne before me this k"X4~ day of Sr~~ b,cr R,SfWO RO ramed i TITLE. MEMBER STATE BAR OF WISCONSIN _ (If not, to me known to be the person s? hd ~~,f regolg i authorized by §706.06, Wis. Stats.) instrument and acknowledge the sale . (LIAMS tt77 THIS INSTRUMENT WAS DR FTt?t? BY ~j ct' r Christensen & eue, P.A. , , 1I a eI ) ~ t 5101 Vernon Avenue 50. X40^ Notary Pudic, at of Wisconsin fill F W(c-,C Edina, Minnesota 55436 _ My commission is permanent. (If not. rah?ation date: (Signatures may be authenticated or acknowtedged. Both are not necessary.) f y~ 7 + Names or persons signing in any capacity must be typed or printed below their signature. J~^ STATE BAR OF WISCONSIN Wisconsin Logal Bonk Go.. Inc. WARRANTY DEED FORM No. I - 2000 ~ ~ MRwauken. Wis. Escrow File No.. 58282 EXHIBIT "A" Lot 1 of Certified Survey Map filed September 17, 2012, in Vol. 25 of C.S.M., pg. 5875, as Doc. No. 963595, being located in part of the SE1/4 of the SW114 and in part of the SW1/4 of the SE1/4 of Section 27, Township 29 North, Range 18 West, Village of Roberts, St. Croix County, Wisconsin. i i i I i i I EXHIBIT B PERMITTED EXCPETIONS 1. Taxes and assessments for 2012 and thereafter, a lien not yet due and payable. Taxes payable in 2011 and prior years are paid on. PID Nos. 176-1086-70-000 and 176- 1086-40-000. 2. Special assessments levied against the property. There are no pending or current assessments against the subject property per report from the Treasurer dated August 20 2012. 3. Rights of the public in that portion of the subjectpremises lying within the limits of 70th Street. 4. A Right-of-Way Easement to St. Croix County Electric Cooperative dated October 2, 1939, recorded May 15, 1940, in Vol. 256 of Rec., pg. 555 as Document No. 193593A. Vill (,"O~ ~)4ewl RE D IPA z 12 SOIL EVALLIA"f ION Page of Wisconsin DepariIL I Division of Safely a jkanoa Ith Cumrn 86, VNs• AdmCode Couno eu ' .CE t t Inches in sizet, n t Attach completeParcel I.D. r include. but not limited to: vertical and horizontal reference polnl nearest road. percent slope, scale or dimensions, north arrow, and looetlon~ Revie ad by Date Please print all Information. ParsonI informrillon you provide may be used lot seoondary purpusos (Nrlvaoy Low, a. 15.04 (1) (m)). roperty Owner Property Location E (or) W P ta~ Govt. Lot 1t4 1/4 N Q \6Y1 Lot # Block # Subd. Name CSM# U's ~~~o~ R Property Owner's Mailln Address IOr$ . wo, Villa own Nearest Road ry late p 0 one urn of 2❑ City I, O U_r _ GPD derived design 11o rate New construct n Use: ❑ Residential / Number of bedrooms ❑ Replacement Publlo or oom erolal - Desorlba: N tt. Flood Plain elevallon Applicable Parent material General commerlts eco t~►'+►w J and recommendallo'a: Q.~4 c"\.- 't"W'5 ❑ 90rlhg / Boring # pit Ground surface elev. L'am' J fl. Depth to limiting tactcr l in Soil lication Rate ff Texture Structure Consistence Boundary Roots GPDI ~Eff#t `F Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. In, Munsell• Uu. Sz. Cont. Colo Color o- 2 y a. r-,C sY~'a ~y ~ ~ o r ❑ a d~ I Boring # Boring pll Ground surface elev 3 1 co, 1 ft r Depth to limiting factor in, Soil lication Rate GPD/fF Texture Structure Consistence Boundary Roots Horizon papth Dominant Color Redox Description Gr. Sz. Sh. •Eff#1 'Effn#2 In. Munaell Uu. 9z. Cont. (~ior ~ ~7~'' O. ~ . (S,•/ - T ' Emuent #2 = BOD < 30 mglL and TSS 30 mg/L Effluent #1 BUU1 > 30 < 220 m Land T HS >30 ; 160 mg/L CST Number Z -Slgl < ST Na o (Phase lur Prt 1) Telephone Number ~r "e~ Date Evaluation Conducted ~'M rR t ra l5 u ~pfi C ~l`A Z--of Z~ Property Owner S arm , Page Boring # Boring F-31 pit Ground surface elev. ft. Depth"to lio~rling factor,/ ~ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh 'Eff#1 'Eff#2 0. o s s ~ a -.60 4'-20 ~sY `I IS z1 Q 3 •v ~ s s 2 a Boring # Boring ~~~CCC Pit Ground surface elev. ft. Depth to limiting factor _12-3 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 51;.~ Q.s 3 0 0.12 7/4 Pr AL Q-0 A-4~ ~ ga 9a 75Y~1 ~'s, Boring Borutg # Ground surface elev. Z-: Z ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr Sz Sh 'Eff#1 'Eff#2 o Alj~ s s~ 3 a a,9 / y Y c i I, ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. It you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or "I°IY 608-264-8777. saa433urm1 (K-U7&)U) alp Z~ Property Owner U5 ~ l'n M Parcel t # ~ Page Z :-of Boring Boring # Q °F 3 Ground surface elev. ft. Deplh`to ligAng factor t) ~in. Pit T-- E'~-L- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Etto2 a- 3J o~~ s s o-s o• o, 'r-Zo Sy y is zl r1 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor 1,23-in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munse11 Qu. Sz. Cont. Color Gr. Sz. Sh. EU1 Eft#2 ,,$Y 3,4. 51 s~ ~r 4.s 3 • t Q• ~ Zac 3 r~-y,Q y I s o r) ry sy S a•`7 ga 9a 7 5Y~41 ~'s. U Boing 0 Boring /OZ'Zft. Depth to limiting factor in. # Ground surface elev. g Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh 'Eff#1 'Eff#2 ,0 6 6( c, ZV /sy Y cl s i 1~ r Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 rng/L Effluent #2 = BODE < 30 rrri L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If' you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3 1 5 1 or 'FFY bO8-264-8777. SUfYx7)Urri (Ilu7/l7U) pro M r ~ ~ 1 _d o 1 T ~I r J► A i d ` s C~7 A d v 0 <3 M M CLI < d 1 cll cr e2 4r ~ ~ ~ a INSTALL ROCK CONSTRUCTION _ ENTRANCE AT SITE ACCESS ' LOCATION FROM 70TH AVENUE r ; I SEE DETAIL 100' 18' CL IV RCP O 0.50% i j J INV. ELEV. 988.50 (E) II NV. ELEV. 987.00 (W) PROPERTY BbUNI _.988 990 aQ / + f f- r leex ~ I I I \ eaeo es.oo Ir it I ~easo 990 990 REMOVE', n,Ne n.Ne , ~ ~.n n.fo L .es i ENTRANCE D CUE I T FIFE .h.b I 'n Anse -n.e0 10 91.00 I„ I' Yr I PROPOSED 4 LINED SAND BOTTO I 1 BUILDING FOR-PROCESS ' ' i FIFE 992'0 ~9 WALLS TO_E~G IIt~ I PRE-CAS PIPING Y i I ; y, 00 I UNLINED SAND I. r. • i i w n ❑ FOR PR( y i ea7o s~'07 a.os else n.e~ ~ - ss SIDEWALLS TO Y I II rf M40//Jl11 PRE ! I 990 II I I II ~ 1 '4 1 es.ao ~ c , ~ r 1 1 _ i 9ae PROPOSED SEPTIC LOCATIOA. DO NOT DISTURB.- ! r r I f + 1 a.10 00 j l i l 9~ 1 1 1 ~ 984 ~ ~ ~i S I 00 e I, e ~ 1 Iy y ' INFILTRATION /VOLUME CONTROL P PPERTY BOUND, { BASIN. SAND BOTTOM TO PROMOTE INFILTRATION. PLACE 8' TOPSOIL ON SILT FENCE SLOPES ABOVE 983 ELEVATION. I SEED ENTIRE BASIN WITH WISDOT 1 I ! "i MIXTURE NO. 75 i a\ Sir Y'BOUNDARY 988 INFILTRATION/VOWME CONTROL BASIN. SAND BOTTOM TO PROMOTE INFILTRATION. PLACE 6" TOPSOIL ON 988 SLOPES ABOVE 983 ELEVATION. - 9 SEED ENTIRE BASIN WITH WISDOT ~ oo Steve n s MIXTURE NO. 75 9g3Br ENGINEERS • PLANNERS • SURVEYORS 1leD wwwwE Rol •NaSON.M DW16 M5) ~ w. • (ss,) ~Ja-zms • r,~c (TS) aea-se7a .rs~eo+sv+wsms.cau 9 ~o. SETTLING POND OVERFLOW FOR PROCESS Goneultante 'WATER. 20' 12" CLV RCP ® 0.50% CORE-SOUTH-END THRU COFFIN BLOCKS ® INV. ELEV. 989.0. INSTALL CMP APRON _ TO NORTH END ® INV. ELEV. 988.9 87.00 1 Project U.S. MINERALS e - - _ - - _ _ - - - - SITE IMPROVEMENTS HOLDING POND OVERFLOW., 8' WIDE OVERFLOW AT ELEVATION 988.50 WITH -,5:1' SIDE SLOPES. ND BOTTOM SETTLING POND m I Location: -PROCESS WATER. VERTICAL 984 o m S TO BE. ,CONSTRUCTED WITH m o _ ROBERTS, PRE-CAST.. COFFIN BLOCKS. w ° 50 - WISCONSIN 984- Certification: WATER CIRCULATION Certification: PIPING (TYP), DESIGN BY OTHERS. LINED HOLDING POND FOR PROCESS IED SAND BOTTOM SETTLING POND WATER RECIRCULATION. POND TO BE FOR PROCESS WATER. VERTICAL 990 _ LINED WITH 24" CLAY MATERIAL OVER -WALLS TO BE CONSTRUCTED WITH M50 gm5o 1.00 ~ ENTIRE POND BOTTOM TO 989.0 ELEVATION- PRE-CAST CO N BLOCKS. SIL FENCE kazoo saoo ~ I. / SETTLING POND OVERFLOW FOR PROCESS II WATER. 2 ' 12" CLV RCP ® 0.50% N' CORE SO TH END THRU COFFIN BLOCKS INV. ELF 989.0. INSTALL CMP APRON TO NORTH E D ® INV. ELEV. 988.9 J^.r3 c ,o o v^;, Drown By JRR Chocked By JRR 186' 12" CLV RC ® 0.50% INV. ELEV. 988.5 (N) Project No. 400-11-204 INV. ELEV. 989.4 (S) Date 03.09.12 Scale. THIS AREA TO BE C Y LINED FROM EDGE OF PA MENT TO 992 CONTOUR WITH ~4" DEPTH OF CLAY SOIL SILT FENCE ozoo nao 0 50 100 CONTRACTOR SHALL_KEEP-AtL Realeloae: CONSTRUCTION EQUIPME T OFF AREAS DESIGNATED FOR IN LTRATION. No. Date oeecriptlon ~9so • •COMPA-CTION OF UNDEhl_Y%G SOILS WILL DECREASE THE I FILTRATION-- - - POTENTIAL OF THE-UND R _YING SOILS. ----COMPACTION.MITIGATTO WILL BE THE 988 986 CONTRACTORS RESP SIBILITY. Sheet Tlbe: BOUNDARY GRADING & EROSION CONTROLPLAN Sheet No.: a Cl.2 ~ sewn ao,m¢ mo...ui awls ,rsmm 1 I. INSTALL ROCK CONSTRUCTION ENTRANCE AT SITE ACCESS LOCATION FROM 70TH AVENUE. SEE DETAIL _ 100' 18' CL IV RCP ® 0.50% INV. ELEV. 986.50 (E) INV. ELEV. 987.00 (W) PROPERI 988 990 _ e~:m F ~ ~BSw ,y BB.HH BB.00 -990 990 - ~ LE] B,.-ro -°5 REMOVE F EL N D ,.87 ENTRANCE T: _ `FFE 992 i°,•°H BI HS ° B1.OD ~L Ilf I o- PROPOSED lF I I BUILDING - LINED S r _ FO FFE 992.0 H,.w, SI WALL I m i ❑ UNU ...BBB 1 80.70 B,.B7 r BI.D6 1.06 91.B7 x..00 SI I. ~ Da.o II /iBl 990 II _ I~ II r II ea.oo l ~9g0 0 f 1 9 PROPOSED SEPTIC LOCATION. DO NOT DISTURB... 87-10 986 984 INFILTRATION/VOLUME CONTROL PROPER BASIN. SAND BOTTOM TO PROMOTE .I. INFILTRATION. PLACE 6' TOPSOIL .ON . SILT FENCE SLOPES ABOVE 983 ELEVATION. SEED ENTIRE BASIN WITH WISDOT MIXTURE NO. 75 L Parcel 042-1075-80-000 10/17/2012 08:45 AM PAGE 1 OF 1 Alt. Parcel M 27.29.18.429 042 - TOWN OF WARREN Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/11/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CRANE 1 HOLDINGS LLC, ANNEXED ANNEXED CRANE 1 HOLDINGS LLC Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2422 SCH D ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 38.540 Plat: N/A-NOT AVAILABLE SEC 27 T29N R18W SW SE EXC LOT 1 CSM Block/Condo Bldg: -14P4209*N•NEX 74 (07/11/07) NKA 176-1086-70-000 (653) , Tract(s): (Sec-Twn-Rng 40 1/4 1601/4) V V ~ ~ 27-29N-18W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 2 07/11/2007 855374 ANNEX 02/116/2004 782705 2716/358 854970 WD 1 C 10/10/2003 743312 2433/316 QC more... 2012 UMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/02/2007 Description Class Acres Land Improve Total State Reason Totals for 2012: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2011: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00