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I sconsin Department of Commerce PRIVATE SEWAGE SYSTEM 1_�fety andl Building Division , I INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1)(m)] Permit Holder's Name: city Village X Township Bast, Kernon J. I Hudson, Town of CST BM Elev: Insp. BM Elev: BM Description'. ov. 6 I -_ / 0 TANK INFORMATION ELEVATION DATA 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— PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Numbell,,\ TDH ILift - Fri .1 <Lo s System Head DH Ft Forcemain Length Dia. 0 SOIL ABSORPTION SYSTEM BEDITRENCH Width ;Length Length renc es DIMENSIONS SETBACK SYSTEM TO P/L BL G EL INFORMATION [Type bts�em: DISTRIBUTION SYSTEM Header/Manifold Distributio 11 Pillp� Length Dia Length Dia County, St. Croix Sanitary Permit No: 561057 0 State Plan ID No, Parcel Tax No: 020-1479-08-000 SectionrFown/Range/Map No� 36.29.19.3029 STATION BS HI SFS ELEV. E3enchmark 0-C j Alt. BM V Bldg. Sewer 413 / vvJ �7" h' St/Hf Inlet )0.0 St/Ht Outlet Dt Inlet Dt Bottom ea Dist. Pipe I t Bot. System Final Grade St Cover PIT DIMENSIONS No. Of Pits [Inside Dia. 11-1quid Depth LAKE/STREAM LEACHING nufactur CHAMBER OR UNIT I M o be r, ole Size e Spacing ke SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulc-hed Bed/Trench Center Bed/Trench Edges Topsoil Yes J No Yes N'j COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 08 //3 Inspection #2: Location: 865 Yost Drive Hudson, W1 54016 (SW 1/4 SE 1/4 36 T29N RI 9W) Cottonwood So Fth _'�074Lot 8 Parcel No: 36.29,19 3029 1,) Alt BM Description 2.) Bldg sewer length= - (� j;AJ kww- C4 - amount of cover 16 L, Plan revision Required' X/ u'red? Yes 05. No No Use other side for additional information. Date Insepctor's Signature Cert. No, SBD-6710 (R.3/97) November 08, 2012 CUST ID No. 227990 WILLIAM C SC SCHUMAKER PLUMBING 1070 SCOTT RD HUDSON W1 54016 CONDITIONAL APPROVAL PL.A_N APPROVAL EXPIRES: 11/08/2014 SI TE: Cottonwood Ridge Conunon Cottonwood Ridge South Lots 6-11 ,,:� 10 To-vNrn of Hudson St Croix Count xt" SEI/4,, SWI/4, S36,, T29N, R19W Lot- 6-11, Subdivision: Cottonwood Ridge South FOR: Safety and Buildings 141 NW BARST©W ST FL 4TH WAUKESHA Wl 53188-3789 Contact Through Relay www.dsps.wi.gov/sb/ www-wisconsin.gov Scott Walker, Governor Dave Ross, Secretary _4T_'LV- P097SIhspeclor ZONING OFFICE ST CROIX COUNTY SPIA 11.01 CARNHCHAEL RD HUD SON Vvq 54016 I Identification Numbers I Transaction ID No. 2170051 15Z.fte ED No. 785818 P1 ease. refer ffi� id to 0 R cbtti ca h nwubers, abo-k7e, in all correspondence with the Description: Addition/Alteration to Existing Pressurized InGround, ATU, 6 Residence Object Type: POWTS Component Manual Regulated Object ID No.: 1400535 Maintenance required; 3_600 GPD Flow rate; 110 in Soil minimum depth to limiting factor from original grade-, System(s): In -ground POWTS Component Manual, SBD-J 0705-P (N.0 1/0 1), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Aerobic Treatment Unit, 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 .1 constructed and located in accordance with the enclosed approved plans and Mth anti- component manual(s) referee; ed above. The oikmer. 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: This system is to be constructed and located in accordance with the enclosed approved plans and With the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment S.. tems",�131!r_,,, 0641% (N.01101) and the "In -Ground Soil Absorption Component Manual for Private Onsite tew T4000nF.01 Syst.cnis" SBD-10705-P (N-.01/01). ;Ar te m s te,i T4; _m SPS 383 ).21(2)(c)4. The application for a sanitary permit shall be accompanied with docum9n the master I . plumber or master plumber -restricted service who is to be responsible for the installation or D cation of the POTVN7s, has completed approved training on the proposed POWTS technology or method. SPS 383.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. .,;� County f 5: Ir. Safety and Buildings Division St. Croix 201 W. Washington Ave., P.D. Box 7162 � P MadisonSanitary Permit Number (to be filled in by Co.) , Wl 53707 7162 �v State Transaction Number anItPennit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate go unit e ..Y is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submi d Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may -be used fors xdary _puToses in accordance with the Priv Law, s. I5.04(I (m), Stats. v- - I� . Na d I. A ication Information please Print All Information { ►�� Property Owner's a Parcel # I er�an Bast OZ # /d/.077 -- coo Property Owner's Mailing Address Property Location 948 LaBarge Road Govt. Lot City, State Zip Code Phone Number SE 1I4, $W ,/, Section 36 {circle one} Hudson,I 540(7 1 5 3 86-8595 T 29 N; R 1 9 E or W H. Type of Building {check all that appi Lot # ❑ l or 2 Family Dwelling — Number of B roams 4 er residence Subdivision Name r6-I 1 �- ❑ Public/Commercial — Describe Use a C a C ; Y-0Cottonwood Ridge South a .rtr Na ❑ City of ❑ State Owned — Describe Use -7— CSM Number ❑ Village of Na ❑ Town of Hudson HL Type ot Permit: (Check only one bog on line A. Complete line B if applicable) A. ❑ New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only Other Modification to ExistingSystem Y stem (explain) Addition to existing dispersal cell B • ❑ Permit Renewal Xermit Revision Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and D Issued Before Expiration OwnerI . I - ___ IV. Type of POWTS S stem/Com onentMevice: Cheek all that a l ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound � 24 ' . of s ' soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) retreatment exPI )Fc6�5+ V. Dispersal/Treat ent Area Information: Synntech STF-100 effluent filter A- 65 x- Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Propos (sf) System Elevation 3,600.00 G d .6 dls A native soil 2,250.00 S . ft. 27520.00 S . Ft. 9 Vi. Tank Info Capacity nn Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks p Septic or Holding Tank - - -------------------- Dosing Chamber 11,000 f , 000 f Wieser Concrete X VH. Responsibility Statement- t, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans* Plumber's Name (Print) Plumber's Signature MPIMPRS Number Business Phone Nu mber Wi1ham Schumaker - MP 227990 (715) 3 86-213 I Plumber's Address -(Street, City, State, .Zip Code) 1070 Scott Road, Hudson, WI 54016 VIII, oun IDe artment Use onl Approved isapproved Permit Fee Date I tied Issuing ent Signatu Reason for Denial . 1 ) I Z., DL Conde : easons for Disapproval 1'. Septic tank, e-ff#uent flier and ►+. �' �a ►+-4 f a,4C... v dispersal cell.- must all be services f maintained f h I as - er -mans ement lan rover# b lumb P 9 P P G Y P e�• 2. All -sefback requirements must. be maintained asPer aPPlicable case-1 ordinances. �aqc4-4-) LA . Attach to complete plans for the system and submit to the Co6ty only on paper not less than 8 1r2 x 11 inches ' ize SBD-6398 (R. T ill 1) WILL AM C SCHUM-AKER Page 2 1 ly'8,,'2012 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. Per SPS 383.21(2)(c )5, Wis. Adin. Code. if ain- part of the PONATTS management plan specifies required servicing or maintenance at an interval of 12 months or less, the activitv must be recorded with the deed for the property. A )VTS technology sanitary permit mad- not be issued unless documentation that maintenance requirements for the PON 01' method have been recorded With the d,-...-.d for the property. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owtier must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation,, maintenance and monitoring duties as described i1 n section VI of the pressure distribution component manual are complied -Mth. A copy of this information must be given to the owner upon completion of the project. A state approved effluent filter is required. Maintenance information must be given to the oNAmer 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. A Sanitary Permit must be obtained from the county where this project is located in accordance With the requirements of Sec. 145.13 5 and 14 5.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made '"nth the designated county official in accordance with the pro'Visions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. 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(l). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. rrH maintenance verification report acceptable to the county, SPS .16.5 -.5 The owner is responsible for submitting a for maintenance tracking purposes. Reports shall be submitted at inter, als appropriate for the component(s) utilized in the POVv7S. A copy of the approved plans, specifications and t1us 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 construct-ion/instaHatioii/opei-atioii. In granting dds approval the Division of Safety & Buildings reserves Lhe right to require changes or additions should conditions anise tuaking them wecessar�7 for code compliance. As per state stars 10 1. 12)('..).), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. WILLIA.M C SCHUM DER Page 3 1118I2012 Inquiries concerning this correspondence may be made to me at the telephone address on this letterhead. P e number listed below, or at the The above left addressee shall provide a copy of this letter and the PDwTS mana others who are responsible for the installation o oration Bement plan t4 the owner and any p or ma.Yntenance of the PDwTS. Sincerely, Juba Lewis -Osborne PO TS Reviewer 2. Integrated Services (262) 397-6005, Fax: (CQS)253-'7451 jul;La.levvis@wisconsin.gov Fee Required $ 400.00 Fee Received $ 400. DQ Balance Due $ 0.00 IS. code: 3 Note: Effective January 1, 2012, all codes under the jurisclictiQn of the Division modified. Code references �ith prefixes starting � "Comm" !of Safety � Buildings will be p g with Cou�.11 be replaced with SPSI' to recognize the relocation of the Di-vdsion of Safety & Buildings from the former Dept. of Comm Professional Sercrices. Additionally, all S&B code P Commerce to the Dept. of Safety � y s will be renumbered and addressed in a 11300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS 3 Chapters 360-3 f 6. �vmmon. In -Ground Pressure Conventional POWTS W/ ATU Index & Tilte Sheet C E I V 'E.4. D Project Dame: Cottonwood Riqge South Common In -ground Conventional POWTS, _0 12 Owners Name: Kernon Bast owner's adress: 948 LaBar a Road, Hudson, W154016 Site address: Na Project Location: Subdivision: Lots 6, 7, 8, % 10 & 11, Plat of Cottonwood Ridge South Legal Description: SE 114 S W I14, Sec. 36, T.29N., R. 19W., Town of Hudson, St Croix Co., W1. Parcel ID #: Na & BU11 DINGS Page I Index and Title Sheet Page 2 overview, Design Flow & Treatment Tand Calculations Page 3 Distribution Network & Dispersal Cell S1zM9 Calcuaations Page 4 Absorption area plot plan Page 5 System Cross Section Page 6 Plan View & -Lateral Detail Page 7 Dose tank exit detail Page 8 Dose pump curve Page 9 General system management Page 10 System specific management Page I I Genreral plot plan Attachments: Soil Evaluation Report A.TU Agreement ATU Service Contract Saf & Mazer Plumber Restricted Service: Bill 't.f Professional Services Credenti 227990 o Schumaker, D .:;0 Signature: Date:. age I of 11 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01101 X 101I2) Overview, Design Flow &Treatment Tank Calculations JOB DESCRIPTION: An existing POWTS exists on this property, having obtained plan approval and a revision to those plans in 2007. Those plans indicated that 4 lots (6, 7, 8 & 9) within a platted subdivision would utilize. Each lot would accommodate a four bedroom home and be serviced by its own septic tank and a Bio-Microbics 0.75 FAST aeration treatment unit with treated effluent fed b gravity y gra ty through a private interceptor main to a 1,o00gal. pump chamber with duplex pumps with duplex controls. The duplexing pumps demand dose effluent to a common In -Ground dispersal cell consisting of six (6) dispersal trenches at 3' x 105' constructed with E-Z Flow synthetic Equal aggregate. distribution is accomplished by pressurized laterals installed through each trench. The system was installed in October of 2010 when lot 6 was developed. The three remaining lots are undeveloped. A new home is being pF ro osed for construction on lot 10. PROPOSAL: This proposal is to reconfigure and expand the existing installation to accommodate two (2) additional lots, lots 10 & 11 with four bedroom residences. This will be accomplished by installing separate septic tank and Bio-Microbics 0.75 FAST aeration treatment units for each lot with treated effluent fed by gravity to the existing private interceptor main and the existing pump chamber. Two additional trenches will be constructed at 3' x 105' utilizing E-Z flow synthetic aggregate. The existing manifold will be reconstructed to create two (2) separate manifolds that will independentlyfeed two independent cells consisting of four (4) trenches each. The existing effluent pumps will g p p be replaced with duplex pumps sized to accommodate the new flow requirements, with each pump alternately dosing to its own and independent dispersal cell. Lateral siting and orifice size & spacing will be the same as those previously installed. DESIGN WASTEWATER FLOW CLACULATIONS: Individual Treatment Plant capacity required: 600.00 Gpd (1 Residence)(400 design flow)(1.5 design safety factor) = 600.00 gal. Design Flow Combined Dispersal Cell capacity required: 3,600 Gpd (6 Residences)(400 design flow)(1.5 design safety factor) = 3,600.00 gal. Design Flow SEPTIC TANK CAPACITY C 'I'IQNS: Manufacturer & Capacity: HMffcUt 1250/750 Combination treatment tank/settlin tank 1. Capacity per Bio-Microbics design specifications, w 12 hr. — 24 hr. retention time. 2. DWF = 600Gpd 3 0 gal. tank retention time = 48 hrs. 5 minutes (1,250 capacity/600 Gpd DWF) c7 4. P yLok PL-525 effluent filter at outlet of settlingchamber. kv� AERATION TREATMENT UNff CAP C ATIONS: r Manufacturer & Capacity: Bio-Microbics VAST 0.75 trodiment capacjbLof 750 d or 1.376Lbs BOD/da r U Average daily flow as proposed �- 00 G sumed at 220 mg/L B.O.D. = 1.10 Lbs BOD./day DOSE CHAMBER CAPACITY & DEMAND DOSE C TIONS: Manufacturer & Capacity: Wieser Concrete WLP I-000 -MR 39.00" 27.83 gaUinch = 1,085.37 al. actual Duplex Control Panel: SJRhombus 1221 W 124116A 10E 17A Symtech SIT -too effluent filters to be installed on each pump. Sizing: A) Additional holding capacity: 15.00" = 522.25 al. B) Alarm setting: 2.00" = 55.66 a1. C) Dose volume + flow back: 7.0W9—_243.67 al. (3,600 gal./5 doses per day/2 cells) + (.163)(35') — 360.00 + 5.71 = 365.70 gal, maximum dose volume (105' lateral length)(0.092)(4)(5) + (.163)(45') = 193.20 + 5.71 = 198.91 gal. mum dose volume D) Reserve storage: 12.00" -- 417.72 gal^ TOTAL: 39.�0"=1,0$5.37�: Pump selection: Manufacturer: Goulds Model number: 3885 WE03L Min. discharge rate required: 55. Pump discharge: 60 m 14.03' TDH Pg. 2 of 11 Distribution Network & Dispersal Cell Sizing Calculations EgmUbd E t Distribution: Pressure distribution network to be constructed to equally distribute effluent througbotit dispersal cells. See page 6 for lateral detail. Pressure Distribution Network: 1. Distribution pipe sizing: Laterals per cell: 4 - Lateral length: 105.00' Lateral size: 11/2 11) Orifice size: 1/8" Orifice spacing W: 1st hole at 1 8-Y, from manifold entrance into endcap) Orifices per lateral: 34 Network discharge rate: 55.76 gal /minute (41aterals)(34 orifices/lateml)(0.41gal/orifice) Manifold sizing: Location: End Length: 24' Diameter: 2" Friction loss Manifold: 2.581 (24f)(4.55 ft./l 00ft.) = 1.09 ft. 1.49" fittings 1. Force Main: Diameter: 2" Length: Flow rate: 55.76 gal./min.. Friction loss Forcernain: 1.60' (351)(4.55 ft./100ft.) = 1.593 ft. 4. Total dynamic head-.- _14.03" Min. supply pressure: Vertical lift: 4.3 5 " Friction loss (Forcemain): 1.60' Friction loss (Manifold): 2.58' Friction loss (filter): 0.50" Total dynamic head: 14.03 5. Fluid Flow Calculations: 5.69 ft./second Effluent velocity = (.408)(55.76 m — 5.688 ft./second (flow through PVC pipe to be 2 - 10 ft./sec 4 Lateral Construction Detail: I Pressure distribution laterals to be installed in accordance with manufacturer recommendations for E-Z flow synthetic distribution media. 2. Distribution lateral to start at entrance through end -cap. I st orifice located at 18" from entrance through end -cap, last orifice located at 18" from end cap. 3. '/8" orifices to be drilled at 12 o'clock position with every 5ffi orifice drilled at 6 o'clock position to allow effluent drainage upon completion of dose cycle. elbow. Cleanouts 4. 1112-" lateral cleanout extension to be brought to finished grade by use of long sweep 90' e to terminate within valve box at finished grade elevation.. Dispersal Cell S'ui*n& Calculations: 1. Design Wastewater Flow: = 3,600,00 gpd Design Flow 2. bafiltrative capacity of natural soil = 1.6 wd/ 3. Absorption area required: 2250.00 sq. ft. 4. Absorption area as proposed: Number of trenches: 8 Trench width: 3 .0" — Trench length: 105.0' Total system area w/ 4' trench spacing 27.0'x 100 .0. Pg. 3 of 11 L ' Nrla 6c� • �} � G� L�Q�4� �� 1� `gyp 3 f� t r C. a i e j Q cA L c-� c, Q—A tx `� � 1 1� C � d •� d V C a. c J r `Tar County Safety and Buiic3ings Division u h12 y F�201 W. Washington Ave., P.Q_ Box 7162 .� Sanitary Permit Number (to be filled in by Co_) tvadison, WI 53707--71fi ' o!5 • SanitaryPermit ApplicationAM State Transactionrlumber /i A In accordance with SPS 383.2I (2), 'is. Adm. Code, submission of this form to the a ro ria ver= Pp P is required prior to obtaining a sanitary permit.. Note; Application forms for state-owned POWTS are itte Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for sec puruses in accordance with the Privacy Law, s. 15.04(1)(m), Stats. / -�.�' G r I. Application Information --Please Print All ' r ;� , Property Owner's Name �i�v. Parcel # t 1 1 Lf V Property Owner's Mailing Address �'�' a � , t ` Property Location WIV)a�Q �. 5ro2w? "I �01�_s �! �� �•C f � Crovt Lot City State Zip Cody C -t„'�" Ph one Number '�'/4 r ,�— /a Sectlon 3 role o 4aT T N; R E r � fl. Type of Building (check all that apply) Lo or 2 Family Dwelling - Number of Bedroo z,-) Subdivision Name ❑ Public/Commercial -- Describe Use ❑ City of - State Owned - :Describe Use CSM Number ❑ Village of own of LH. Type of Permit. (Check only one box on l e A. Complete line B if applicable) ew System Replacement System tTreatnient/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) Q Permit Renewal Before Expiration Permit Revision �f Change of Plumber ❑ Permit Transfer to :New Owner an List Previous Permit plumber d � and d Date --00 --�-ate Issue '0 Kfi o'n IV. Tyee of POWTS System/C;om onent/Device; C beck all that a t �.U� !� dS 1 �► E� Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ 2 irl. f s Mound � table sail #4 0 ,Holding 'rank ❑ O er Dispersal Component (explain) ret_reatment Device (explain) V. Dis ersal/Treat ent Area Information: Design plow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) Systern Elevation V1. Tank Info Capacity in Total # of Manufacturer Gallons Gallons UnitsLn a� o New Tanks Existing Tanks ' o z C , L—Jo w C`7 a, Styptic or Holding Tank -- . f..— , Dosing Chamber 4'II. Responsibility Statement- Y, the undersigned, assum a ponsibility for installation of the PON17S shown on the attached pl-a ns. Plumber's Name (Print) Plumber's e N1P/N1PRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) Vffl. Coun e artment Use Onlj t9 Approved Ve Permit Fee Dat Lssue Issuii gent Signat re r Denial per Crt v en Real n al f��. Con di6**T(FM¢W6$&VReasons for Disapproval a, A CLA... a 1. Septic tank, effluent Ater and �,�Awe 10 -1' -dipsPs rsal cell- must all be services / maintai (' o r'L �.i � /-�..�,. �""�.'� Mom.• os .per management plan provided by plumber. 2. AN ►e(bwk requirements must be maintained .- as .. icable oxie / vrcknances. 4 t �L.� hLA CL,S $4-1V AocQ, 111�1rc�-►: ,n..-n.c�rLc . Attach to complete plans for the system and submit to the County oul}, on paper not less than 8 112 x 11 inches in size rloe •+%. i 1� SBD-6398 (R. 11111) PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBarge Road Hudson Wi 54016 SW 1/4 SE 1/45 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION Common septic BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT MOUND SEPTIC TANK SIZE 750 trash/Hoot system HOLDING TANK DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE ABSORPTION AREA # of chambers kk BENCHMARK V.R.P. TBD ASSUME ELEVATION 100' Q BOREHOLE e WELL H. R. p. TBID Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 4/20/13 Owner:Kernon Bast Location :SW1/4 SE1/4 S36 T29 N,R19W Lot 8 Cottonwood South Hudson System type: Hoot Pretreatment System Page# 1. Cover Page 2. Plot Plan 3. Hoot System Cross Section 4-7. Maintanance and Contingency Plan Signature License n PLOT PLAN 6 PROJECT Kernon Bast ADDRESS 948 LaBarae Road Hudson Wi 5401 SW 1 14 SE 1145 35 IT 29 N/R 19 W TOWN Hudson COUNTY BT. CROIX SYSTE M ELEVATION Common septic BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK 750 trash/Hoot system DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE k BENCHMARK V.R.P. TBD Lj BOREHOLE e WELL * H. R. P . TBD LOAD RATE ABSORPTION AREA # of chambers ASSUME ELEVATION IOa' INLET 106" 31 74j" TOP VIEW SIDE VIEW DIMENSIONS: 4" CAS WALL: 3" BOTTOM: 3" COVER: 4" MANHOLE: 12" & 24" I.D. PLASTIC RISER HEIGHT: 70" O.D. POLYLOK 12" ACCESS LID (TYP) LENGTH 106" O.D. WIDTH: 74 1/2" O.D. BELOW INLET: 57" O.D. LIQUID LEVEL: 51" C-7 Q�T PICPP ( YP) TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS INLET AND OUTLET: 4" CAST -A -SEAL (CAS) BOOT OR EQUAL COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #9 (SMALL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE 30B INFORMATION: CUSTOMER: JOB NAME: DATE NEEDED: APPROVED BY: APPROVAL DATE: 0 04 Ld z ® < < 0 Ln ul Q as cfl 0 L-0 z ©o Ld < r W0'7 �_0 oo SHEET NO. �oF TREATMENT SYSTEM INITIAL SERVICE POLICY 0 to,77'' 61f I" will o erVnG., maintain the Hoot Aerobic System Our Com an tP Company.. Y� located at � �J{ 7" � `� �- if If., t` , (legal description only) Permit # for the period of 2 years beginning and ending This contract will provide for all required inspections, testing and service of your HOOT Aerobic Treatment System. The policy will include the following: 01 /' inspections a y ear/service calls at least one every {� months), for a total of over the two-year period 1. including inspection, adjustment and servicing of the mechanical, electrical and other applicable component parts to ensure proper function. This includes inspecting the control panel, air pumps, air filters, diffuser operation, and replacing or repairing any component not found to be functioning correctly. 2. An effluent quality inspection consisting of a visual check for color, turbidity, scum overflow and examination for odors. A test for chlorine residual and pH will be taken and reported as necessary. 3. If any improper operation is observed, which cannot be corrected at the time of the service visit, you will be notified immediately in writing of the conditions and estimated date of correction. 4. The Homeowner is responsib for maintaining a chlorine residual of at least 0.1 mg/L in the treatment system. This can be the accomplished by using chl a tablets designed for wastewater use, NOT SWIMMING POOL TABLETS. Upon visit, if system needs chlorine to the service provider will add them and charge the customer. If the customer fails in their responsibility Y to add the chlorine tabl ey are in violation of law and appro at action will betaken. Initials of Installer Initials of Homeowner 5. An additional visits, inspections or sample collections require by specific Municipalities, Water/River Authorities, County Agencies Y the TCEQ or any other regulatory agency in your jurisdiction will be covered by this policy. At the conclusion of the initial service policy, the Service Provider will make available, for purchase on an annual basis, a continuing service policy to cover labor for normal inspection, maintenance and repair. According to state law, all owners of aerobic systems must maintain a factory authorized service provider for the lifetime of the system. With 48 hours of a request for service (weekends and holidays excluded), your system will be visited by the service provider listed below or their authorized agent. If there are any items which need correction and can not be irnrnediately remedied, the service provider will inform the home owner, in writing, of the conditions and the estimated repair date. The HOOT Homeowners Manual must be strictly followed or warranties are subject to invalidation. Pumping of sludge build-up, for reasons other than due to warrantied mechanical failure, are not covered by this policy and will result in additional charges. By signing this form, both Installer and Homeowner agree to the terms of this policy. By signing this fonn, both the Installer and the Homeowner agree that the Homeowner has received a copy of the Homeowners Manual and the Installer has made a reasonable effort to explain all pertinent information to the Homeowner. HOOT is not responsible for service, it is the SERVICE PROVIDER indicated below. HOME OWNER l e /' ,^ .• Name r1A1 4, ct A Tess C Ci �6V v-- 7s'ature�e of Home er SERVICE PROVIDER Name of Service Company Repr enta e Address • V/' City � Phone Signal f Service Provider and License #. on POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of �FILE INFORMATION Owner Permit # 0ESIGN PARAMETERS Number of Bedrooms © NA Number of Public Facility Units NA Estimated flow (average) gal/day 11 Design flow (peak), (Estimated x 1.5) aal/day Soil Application Rate qallday/ft2 I Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) �30 mg/L Biochemical Oxygen Demand (BOD5) 5220 mg/L :e-��A Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODE) 530 mg/L Total Suspended Solids (T88) �30 rng/L 0 NA Fecal Coliform (geometric mean) �j 04 CfU/1 00MI Maxinnum Effluent Particle Size A in dia. 13 NA Other LNA *Values typical for domestic wastewater and septic tank effluent. 1AINTENANCE SCHEDULE SYSTEM SPECIFICATIONS 0 -4#nk Capacity gal 0 NA Septic Tank Manufacturer 0 NA Effluent Filter Manufacturer �I A Effluent Fifter Model ?f NA ank Capacity NA _11 Pump Tank Manufacturer 1:1 NA 'IF 0 NA Model 0 NA Pretreatment Unit 13 NA 0 Sand/Gravel Filter Ll Peat Filter Mechanical Aeration 0 Wetland 11 Disinfection Cl Other: Dispersal Cell(s) NA C3 In -Ground (gravity) 0 In -Ground (pressurized) 0 At -Grade 0 Mound C3 Drip -Line El Other: oilier: NA Other: A Other, Service Event I Service Frequency _J 2rrnonth(s) Iyears(Maximum 3 years) El NA At least once every: 'Inspect condition of tank(s) Pumout contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume 0 NA p linspect dispersal cell(s) At least once every: ❑0 month(s) (Maximum 3 years) dNA 0 yea r(s) I'l.lean effluent filter At iea�st once every: El month(s) A!�,NA Q year(s) `�rnonth(s) nspect pump, PUMP controls & alarm At least once every: M year(s) 0 NA 0 month(s) i1ush laterals and pressure test At least once every. 0 year(s) 0 NA 0 month(s) Other At least once every: ❑0 year(s) /< "NA ) —th e r-: A MAINTENANCE INSTRUCTIONS !Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications- Master li:;Ilurnber; Master Plumber Restricted Sewer-, POWTS Inspector; POWTS Maintainer; Septage Servicing operator. Tank inspections must iinclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of L;Ombinedl sludge and scum and to check for any back up or ponding of effluent an the ground surface. The dispersal cell(s) shall be visually inspected io check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. ''rhe ponding of effluent on the grOUnd surface may indicate a failing condition and requires the immediate notification of the local -agulatory authority. kNhen the combined accumulation of sludge and scum in any tank equals one-third (�) or more of the tank volume, the entire contents of J-he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. ;rill other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, end any servicing at intervals of :512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days Of COMPIetiOn of any service event. Page of —�' presence of painting products or other chemicals th-CJ 5TART UP AND OPERATION pOWTS check treatment tank(s) for the �.# For new c0nstructjon� prior to use of the e dispersal cell(s). If high coricentrations . are detected have the contents Of this and/or damage th may impede the treatment process tank(s) removed by a septage servicing operator prior to use. at the infiltrative surface. ,cf'ystern startup shall not occur when soil conditions are frozen Whet, power is restored the excess wastewater will Up 5 fill above normal highwater IWO& or surface discharge of effluent. (during power outages pump tanks may the cells and and may t-esult in the backup wer to t��'le discharged to the dispersal cell(s) in one large dose, overloading d by a Se toe Servicing operator prior to restoring P0 -�-o avoid this situation have the contents of the pump tank remove erating the pump controls to restore normal leve's (LI or contact a Plumber or ROBS Maintainer to assist in manually op ,ffluent pump act, the area wjthn within the pump tank, s and dispersal cells, Do not drive or park over, or otherwise disturb or COMP Do not drive or park vehicles ov®r tank ' 1 5 feet down slope of any mound or at -grade s& absorption area.and prolong the life of the pOWT113. r stream may imprDVethe performance, disinfectants; fat., foundation dra'jin elimination of the following from the wastewater ; diapers-, disinfe Reduction or s; cigarette butts; condoms', c0ftOn swabs; degreasers; dental floss ; medications; oil, painting products, antibiotics-, baby wipe grease; herbicides, rneat scraps (surnp pump) water* fruit and vegetable peelings- gasoline; and waters brine. pesficides; sanitary napkins; tampons e taken to insure that the system is propell-ly ABANDONMENT manently taken out of service the following steps shall b When the pOWTS falls and/or is per with chapter Comm a3,33, Wisconsin Administrative Code: and safely abandoned in compliance the abandoned pipe openings sea le& All piping to tanks and pits shall be disconnected and s of all tanks anpits shall be removed and properly oisposed of by a Septage Servicing operator. The content d excavated and removed or their covers removed and the void space filled with s0li, I • After pumping, all tanks and pits shall be gravel or another inert solid material. or must be taker, to provide a code cornplikiint CF'ONTINGENCY PLAN d the following measures have been, if the POWTS falls and cannot be re aired t soil absorption system. replacement SyStern: ent area has been evaluated and may be utilized for the location of a replacement I action and should not be infringed upon by requifed C3 A suitable replace protected from disturbance and coup rotect the replacement area will result in the nEl'ed The replacement area should be structure, lot lines and wells. Failure to P Replacement systems must comply with the rule,%,F in setbacks from existing and proposed suitable replacement area. for a new soil and site evaluation to establish a suita pOWTS technolog1,1 3 effect at that time. and/or soil limitations. Barring advances in 0 A suitable replacement area is not available due to setback hold•ing tank may be installed as a last resort to replace the failed pC)VVTS• failure of the POWTS a soil and site evaival�ion ;as not been evaluated to identify a suitable replacement area. Upon fa, holding tank may be installed as The site h itable replacement area. If no replacement area is available a must be performed to locate a su a last resort to replace the failed poWTS. y be reconstructed in place following removal of the biornat at the infiltrwive Mound and at -grade soil absorption systems may rules in effect at that timfl. surface, Reconstructions of such systerns must comply with the HAL GASSES ANUOR MSUFFICENT OXYGEN. Do NOT <<WARNING>> HE TREATMENT TANKS MAY CONTAIN LET -TANCES. DEATH MAY RESULT, RESCUE O�= A SEPTIC, PUMP AND OTH OR OTHER TREATMENT TANK UNDER ANY CIRCUMS ENTER A SEPTIC, PUMP BE DIFFICULT OR IMPOSSIBLE. PERSON FROM THE INTERIOR OF A TANK MAY ADDITIONAL C(_-)BRT%Rt:N 10 - - - - - - - - - - - - - - - 10 POWTS MAINTAINER PO,VV-rS INSTALLER----.. Name Zt/ :V Name Phone Phone LOCAL REGULATORY AUTHORITY SERVICING OPERA SEPTAGE - Name Dame phone Name Phone X de. Administrative Go Phone (2) & (3), \Nisoonsin 211J and 383.54(l nce with chapter SPS 383,22(2)(b)(1)(d)&(f) ay This document was drafted in compliant A W CST RIUICATION FORM Ovine Bu er � r*r Ad-dressMailin ddms. _gA Prbj�� Wov!-asp" �t - - rVerffizvn m.a-ed from PIamg -r cxstruetion.). C t'state P am ► .-147- *$ - LEgAk ! , town 0f f �� LO Subdivision nawwmt so or(-�, volume Page � -"OWNE& �SYSMMMAINTENAN CE A�jO to ode. s. por Improper tk and �sn, a of }ourseptic s�st. cow '�xim te'aas cons � �c � ever � of der, if�d,• by a.��'�•►'xat put into tie . x�r cax _a ct the ��.on,4f t septic k as A ��.�e � � ream ��• s �. tamer maw nce .� e s bsl3 es are i i §Ct n=. 83" D2(1) and in Maw 12. -� St.'Croix sty gan� �n Ge. The' owner agrees to min t� roi o - t a �La�tio a _ sign by �� PrpPeny.�t the On -side owner a� by, a nester pl�r, journey per .or 3 � pt'�r '�'e % v�•a cr s st in rti c� (2) -der �tiot, � �€ cess�}3}, sei�rk �s less � 1I3 f� of si ge. r eye r . : to mii�t�� p��t6 sewage system with �e L we, the �x� igned ve .read a ads s# d € yet ��s" t b f tie . t Q�. e� aid,.ther of x�a1 R� :Mate �� �srx���n. V i s t w de � been x t t� � be C�� remmed to the St C`roa County''l�mg Y� y Zoning D t W1th c a s . f the :flee year . exPiraUon, site. e cep t s at a e is c r. are te: tho t of ioUr 44 ge. I!We am/M_ the o wnerts ; oz e prauer� descni� ve; b . �e of a: *arr�ty deed mo; ed �� Rt ff- 'N (COA4A10v A DATE l S OF () . by P� �: 2..4ng Dep�n. * wfo=t .4n that i t .�' rat �i sa to } Te ak Y.. w'. ;., cram ~ . � tboi� � of D� Office- a oopy of !he certified s�`ey =p �t 6ae wi .6xis appljcat on a r o . r fe x e is ad -in t �anty did. llh� OF F?ES4R A TJ 0 N 7 Ift I I .. -+ - ; Mob Ana%* AONNE 2 14,6X %OA"%ST DRIV., 041%0 Iwo-ww C C4� N%" 46'.42wul Wr 5 ma A N IAM CA Ii P 'low 4t A 1p rARY s S ENT K FROpA I WA MARK 22Z742 'rpm IS dr ammms" 5714E 1489�151,58*W 575,38� A� v p v 19, vow" s A& 'R s "Mmw mp arseww"" *Www mom* P* *W**,o f *two a11 -1 v 0mm— *'a F"m amw *, mow .0 -V Ampm 0 11 QAW 372-74' ohm. 8 9 *0 And E 1: 3D -11 u 1-�� LZA� -Am ]-% -,. '64 "".— ~ -*M — +T "4 *a, 4,* -,* C3 il Ln r — In I SOUT LOT C 0 8 N Ew R I s OCCUMED BY TREE U 2739P 317 EXHIBIT A Parcel 1: A parcel of land located in part of the SW '/4 of the NW 1/4 and part of the NW 114 of the SW/4 of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; more particularly described as follows: Beginning at the W 1/4 comer of said section 36; thence NOO'16'10"E, along the west line of the NW 1/4of said section, 1248.49 feet to the north line of Lot I of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office; thence N63'02'59"E 148-42 feet to the north line of said SW 1/4of the NW '/4; thence N89'26'58"E, along said north Imie, 1182.70 feet to the east line of said SW 1/4of the NW 1/4; thence SOO'2 1'3 7"W, along said cast line, 350.04 feet to the north line of Lot 73 of the Plat of Cottonwood Ridge First Addition recorded at said office; thence S89'26'58"W, along said north line, 10.00 feet to the west line of said plat; thence SOO'27'24"W, along said west line, 2096.76 feet to the centerline of County Tnink Highway "N" and a point on a 1999.00 foot radius curve, concave southerly, whose central angle measures 7'10'30", whose chord bears N84'30'41 "W and measures 250.16 feet; thence westerly, along the are of said curve and said centerline, 250.33 feet to the point of tangency; thence N88005"56"W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose central angel measures 3'17'53", whose chord bears N86'26"59.5"W and measures 155.40 feet; thence westerly, along the arc of said curve and said centerline, 155.42 feet; thence N04'2956"E 244.01 feet to the point of curvature of a 167.00 foot radius, concave westerly, whose central angle measures 3424'12 ", whose chord bears N 12'4 2'1 0"W and measures 98.78 feet; thence northerly, along the arc of said curve, 100.28 feet to the point of tangency; thence N29'54'1 6"W 274.22 feet to the easterly extension of the north line of Lot I of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89"' 12'45"W, along said easterly extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW '/4of said section; thence N44'37'50"E, along said west line, 496-89 feet to the point of beginning. U_Q Parcel 2: A parcel of land located in part of the SW 1/4of the SE 1/4of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; described as follows: Beginning at the South 1/4C,orner of said Section 36; thence NOO"27'05"E, along the north -south 'A line of said section, 1216-78 feet to the centerline of County Trunk Highway "N"; thence S76'47'47"E, along said centerline, 1354.82 feet to the east line of said SWV4 of the SE 1/4; thence S00107'02"W, along said east line, 897.02 feet to the south line of the SE 1/4; thence S89*33'25"W, along said south line, 1326.80 feet to the point of beginning. to ZMA " S. r. IA 225 Acrr4 1 916137 SQ. FT ,1 (� ! tq TOP OF jjE"R a3l 42 y"_W ca AL 509`52's 135� OUTLOT 1 E c; as3 AGES ` } 31 Xg S©. FT. p €` 1 T. ]0 c Q, � g 0 3.27 Acne& 142.341 SO. FT. 2.00 Acre& ROCK FOOTINGS $7,i2S SO. FT. ySq �i84'S2'58'W i 58.QU Z?7.74' w4 { . WEA.SEMEWr _ ' F 7 ' .117 t A.,., VATER i ". '�+��C ? o T; F W 'w r 01 • ry ��r'P6 \ .''1 f * '� 200.75 4 ' 37T.7lS' SOUTH UNEOFTHE 3E1f4 N89°33'25"E 1326.801 LOT CORNEALS 4 OCCUpiED 6YTREF- rt, Irfu ER -.COMPLETED PLETED BY DATE mm CONTROL PU LEGEND S. 1% 40 LLB ..J EROSION CONTROL PLAN CHECKLIST 6W Check (V) appropriate boxes below, and complete the site diagram with necessary information. < 0 0 Z Site Characteristics North arrow, scale, and site boundary- Indicate and name adjacent streets or roadways. Location of existing drainageways, streams, rivers, lakes, wetlands or wells. Location of stor'm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations Approximate gradient and direction of slopes after grading operations. Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices Location Of temporary soil storage piles. Note: Soil storage .piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access -drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less)- - • Location of sediment. controls (filter fabric fe*ce, straw bale fence or4 0-foot-wide vegetative strip) that will prevent eroded soilfrom leaving the site. ONSTO-t> Location of sel!kment barriers around on -site ' �.Storrri sewer inlets. Location of dW ersion f9r Note: Althod by code, it is recommended that concen- u a s ec.; uire tvd flow ( raga 0-, diverted (re -directed) rland runoff around disturbed areas. i adjacent areas greater than 10,000 sq. ft. We 'r*a-PI .should also be diverted arou'n disturbed areas. ( Location ces that i0l'bifoapplied to control erosion on steep slopes greater than 12% grade). Note; Such practices include ?hbintainingexisting vegetation, placement of additional sediment ifLnces, diversions, and re -vegetation by sodding or seeding with use of erasion'control mats. Location of practices that will control erosion on areas of concentrAted runoff flow. Note: Unstabilized drainageways, ditches, diversioh5, and inlets shoo y be protected from erosion through use of such practices as in -cannel fabric or straw . bale barriers, erosion control mats, staked sod, and rock rip -cap. when used, a given in -channel barrier should not receive drainage from more than two acres of unpaveck area,", r one acre of paved area. in -channel lamctices should not be installed in perennial streams (streams with year round flow).` Location of other planned practices not already, noted. I 0 l..i W Indicate management strategy by checking (V) the appropriate box. 2 Management strategies 0 0 Z ❑ Temporary stabilization of disturbed areas. Dote: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April -1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re -vegetation or other means as soon as possible (lawn establishment). Indicate re -vegetation method: Seed ❑ Sod ❑ Other • Expected date of permanent re -vegetation: Re vegetation responsibility of: Nn Builder %) Owner/Buyer • Is temporary seeding or mulching planned if site is not seeded by Sept 15 or sodded by Nov. 1 5. C' Yes ❑No sJ/A Use of downspout and/or sump pump outlet extensions. Note: It is recommended that flaw from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement Trapping sediment during de -watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment -will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired irnme- diately. Decomposing Straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. All sediment that moves off --site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized_ For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW-Extension publication Erosion Control- for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the Mate of Wisconsin Document Sales, (608) 266-3558. Erosion Control for Home Builders (CwQ001) can be ordered through Extension Publications, (608) 262-3346 of the. Department of -Commerce, (608) 267-4405. BUILDER. SPEER BAST CONST 4 pRojFCT. WARNER Ul 87--0- 1T-0" 24'-0" 01-711 6'.$01 111.2" 21.2*1 41j" 51-9" &0. 8'.0 117 x V-0 104' R.O. ITDH88S6 IAWN3723 Ctl'RAMOMWN%Ft 'ro VlFjtrFY ACCURACY OF ALL B UILD ER S RES 0 UR CE GP 0 UP A, spxclpl(w0oN8, ZYMYNSMNS. OKS)UNS ANP FOR ATJ, "pU(,ABLs CODIC 0oMPbtANcU,j,o LiOCAL (VOU, GET THE RESULTS YOU EXPECT WWWBRGBOUP-INC.COM BtrlLj)ng RZSOURCS OROUp IS NOT itEspoNgIBLE FOR ANY 'XMING ot INCORUCT INFORMATION. 102 fAGKV DMVE PHONE! 713-698-4781 13UZLDRIS REGOURCR GROUP OWKS ALL ItIQH7S AND COPYRIGHTS WOODVILLE,WT.54028 FAX716-698-4782 OFTHIS HISDRAWINGISIUZ( 14' 4'-V DAWN 3723-2W KO A'VXVI pS'1'11 SI QHiti►vuQ 61Hsdt] sPtoLL+rJI'IdiIQAEfV nrElA VRO Bluz4o r8b"99-!!L 71Cyd 9aet9 !M `r MAOOaM WaOmAja E atvv &ilkH3M T)v mmo anaxm as ga(WIV ffmcni a8 TU f-e6"U WN()Rd $Amu (1(moym $or INULLY"NOdN1 gym N z 1I0 0141"tT1 ARV RUA WIRIONOdg" jA N m jnum1] solinS]Eii x u!li cning ll[U•�'711t1 dl}a����1t41�H11�1] �.Z].`j[�'��$ RO+� ����►� /Ti� Q $'AQQa'111XU'i WI iIQKYI1dIriY.l 8a07 7Iry8YOi'Id M d w ouo a 17 iL.li 1 V A7 au SuW71i i LR 'I•sv K TW,jd JG7'd7iWOV AA119A 04 VMMYdIIOrL�VSMOO I Lli �J _ SAOOV ,T,K'f3 Roam '.................. 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DwRNSTOMS, DMSTUM AND YOR Al PEv'sloNs BUILDERS RESOURCE GROUP mArx fAr., spr APPUQ%BLB CODB COMMANGB 7D LOCAL COM- 4-08-13 _lNr o WWWXRGRojVp COM BU I MRS RNSOURC H GROUP IS NCrr RISPONSMS FOR &N - GET ME MUM YOU RXPECT MISqlNo Okt jNCOjt'KFXTlNFOftXAM0N- PRO PROJECT: WARNER 102 11AGEN DIUVE PHONE.- 715-0,98-4781 IIIJITDKM RNSOURCH OHOUP OWNS Al Hlo"Ta AND Copynl()HTS WOODVILLE, M. 54028 PAX, 715-698-4781 OF THIS I)RAWING. ANY DUPLICATIONS OPTM9 DRAWINO IS 1!jEC / . . . -�1/8___ B ILDER- 9PEER-BAST CONST, BUILDERS RESOURCE GROUPJAPPUCADLE COD? COKPLIANCE TO LOCAL 0001119- to 6Z�n NOTICE TO OCC U FkjN'j' T'* "�'X i I vtodwod by t��StAvft 1'�t-otzd ZASTt V, *utrwV'r aawmw I rj"m Mc PAS'74 IrWM4VT 1A A (0"t ftr*r you- PAST V �ozot%, V", zmV t itWCmdanT with W=da&'w-X'% and xpsnrw,"v Quem-a-, aomnt� ,a wAijmt (found '0 *O'CMS b*WrfX7; prom"', f%--" wrify yow ww%-40 pcevidw afb% � Qrisr4r W � T-'t! MCA9MM, showw b'r 1ep*wlt, Wsl )Q4N 0�mphvt. (Some A.-M 6, Humm, A4.4, aDd ECOWAZ U'a while -fa 0'n p4prf rroduu swine fLww*j WKIr-A4 do got CW 0013r dy" iA popo WA dwifmcdo Dot hreakdo" Non-iAractwad.pqpa tbro-ft ear color'} WA4h a IVY* 60" W N'n 4W to 0K tad kvtj Cd swxv.) BE UsED NO DiSCHARGE FRQ'A WAM SOFTWERS SHfXrLD 00 INTO TfiZ SYSTEM Ica ANIMAL FATS. $UC-44 AS A('ON ORL ASXµ LAKZ,. OR ANY CITHER OtLZ SVOLI.D 00 1,"tM TM SYSTEM (Nmui t;10=aS of POU XVd PIM 0 WX' "Mblr) A31=rtsw, 1:hMQ9 draA cimlas un oc tAAN1-1 out use spwl ati y bft'Atox they arc toxic to the bw'tc;-aa vi the sylkm) NO LIOULD FABRIC SOF-1-F,"M SHOL11,D Bt US',"AD ampwr'm No Ich fs t'PX' W tht wk-ltna pit4'&e UW os�'v' shcam ;Ngift! sojvwts I jhjnVx-$ j t� cw4mcn; pmjchtrbka 0" (21- IQ AL ELI 1:j 0 33 1JAV=' rRAC ncs Co" COSS SID., G* 0�n h4micAl 0'VS 11 ij ttmt vv&j4,. loads oc grad WOUVOW 10C week. Ur,kr, wxwjd he WMCft%Ar,'*VS %dw-AM9,0d 'j-WWU "CftS &Md Dot rrcov-z=idr4 fLv a161MA; wumm VIOLA'rIONIS OF THE ABO'%"E SI'ANDARDS OF GOOD PRACTICE MAYWID THE PRODUCT WARRAN-ry 3/�, Z9 .19. 36Z Private Onsite Wastewater Treatment System Individual Subsurface Treatment System Thank you for allowing us to help extend the life of yo ur system! Let us know if you have any questions. ThLv 45 our report too oii - 01ease retid carefully InsUltafton Locab*on: ' ATU Installed: ATU Serial Number, Inspecti regiment date: Vid N Phore Number 7 Ile.3L.,) Owner 10�-� Sarnofing Needed: /Ij L', ? Install Date: F J/ CL Petersen Managenwnt Co., LLC PO go x 340, 421 WheOe r Avenue Fredonia, W1 53021 Tel 6B8455-6864 or 2162-692-2416 Far. 800-669-1232 or 262-692-2418 E-Mad saissgpetersenprodusts,co,m Rrv. W