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018-2007-05-000
Wisconsin Department of Commerce, PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479457 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 Village X Township Parcel Tax No: P.C. Collova Builders, Inc. I Hammond, Town of 018 - 2007 -05 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: A ? 1 05.29.17.944 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic V(�� !I Benchmark ('.�. Benchmark Z, /6Z•3 J`��iC1� R:w CI Dosing ' O Q. BM 6 n • ef dl- 3A ��•S Aora"n Bldg. Sewer 1 %. (6 J 1 3 • (v Holding St/Ht Inlet TANK SETBACK INFORMATION SUHt Outlet TANK TO P /L� WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic � py1 /' dA d Dt Bottom O y - /� � / Header/Man. Dosing /�/ �. � / 00 • �l Aeration Dist. Pipe Holding Bot. System Z �• PUMP /SIPHON INFORMATION Final Grade 5 7 1 611 7S Manufacturer L7 J1 I.... De Aand St Cover r ` s �P �(� • -� Model Number 1 0 5 33 q • 3 L J CJL� J TDH Lift Friction Loss System Head TDH Ft 17.46 I, S5 % S A ,� �j — Z.. l�•Z � �o l Forcemain Length b , 1 Dia._ . i I D!st.toWell SOIL ABSORPTION SYSTEM �, � 1*- a ,��r 5. b 4• BEDITRENCH Width Length ; No. Of Trench PIT DIMENSIONS No Of Pits Inside Dia. Liquid Depth DIMENSIONS 4-4 • 16Z SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer. INFORMATION T O o stem: / CHAMBER OR ype Sy 9a' f J UNIT Model Number. o DISTRIBUTION SYSTEM Header/Manifold / Dstribution / x Hole Size x Hole Spacing , Ven Air Intake —°'� Length Dia Length Dia 2 I /Z� pe —1 ` J , /Z �i Spacing Z, �j L19,r • �j J l G SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over i Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center 1 9 5 Bed/Trench Edges \ Topsoil l SiA^r Yes No es� No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: ! / / a Inspection #2: Location: 1129 167th Street Hammond, WI 54015 QAE 1/4 SE 1/4 5 T29N R1 7W) Farm View Ridge Lot 5 Par el No: 05.29.17.944 1.) Alt BM Description= , ✓ d 0 � " -' '� G L ,� S 4 hcG ' n �1 o % 2.) Bldg sewer length = 2 4 � I �� - amount of cover = L4 4 I �] J + • Rod Plan revision Required? Yes Use other side for additional information. Date Insepctor ignatur Cart. No. SBD -6710 (R.3/97) Safety and Buildings Division County C /1 201 W. Washington Ave., P.O. Box 7162 J (, +u 1 VVisconsin Madison, WI 53707 Sanitary Permit Number (to be filled in by Co.) (608) 266 -3151 4 / - 7 c r 4 Y5 7 Department of Commerce State Plan I.D. Number Sanitary Permit Application In accord with Comm 83.21, Wis. Adm. Code, personal information you p vide ; r 'ect Address (if different than mailing address) may be used for secondary purposes Privacy Law, s15.04(l)(m) ( J I. Application Information - Please Print All Information / Z r S¢. I ,r- cel # Lot # Block # Property Owner's Name 11 -- A� P 0, C 1/0 .. Prop Locatio Owner's Mailing Address O g Property ., � fi° I S ! �� r LR �✓'/., � C 1 1., Section .. J City, State Zip Code Code J Pho OFFGkTY. irc J ) VQ f N: 2E or W II. T pe of Building (check all that apply) O k a3 &e— `OU10 Subdivision Name CSM Num r i 1 10 amity Dwelling — Number of Bedrooms �✓ t� — e�.A� / " / U - t,/, ❑ Public/Commercial — Describe Use , 1 5 �/� �� 97 g ❑City_❑Village ownshi ❑State Owned — Describe Use Me.) d III. Type Permit: (Check only one box on line A. Complete line B if applicable)) -' A. w System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other M odification to Existing System B. Change of Permit Transfer to New List Previous Permit Number and Date Issued El Permit Renewal El Permit Revision ❑ Before Expiration Plumber IV. Type of POWTS System: Check ill that appl El Non — Pressurized In- Ground ❑Mound >_ 24 in, of suitable soil d < 24 in. of suitable soil 11 At-Grade ❑ Single Pass Sand Filter ❑ ❑ Aerobic Treatment Unit ❑ Recirculating Sand File - ❑ ❑ Gravel -less Constructed Wetland ❑Pressurized In- Ground ❑ Holding T k ❑Peat Filter � Other (explain) of • ]� Recirculating Synthetic Media Filter ❑Leaching Chamber Drip Line Pipe ) V. Dis ersal/ Treatment Area Information: System Elevation ✓ Design low (gpd) Design Soil Application f) Dispersal Area Required (s Rate D ispersal Area Proposed 1:s 111 Ys Capacity in Total Number Manufacturer Prefab Site Steel Glass Plastic VI. Tank Info p tY Concrete Constructed Gallons Gallons of Units New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit ' Dosing Chamber VII. Responsibility State t— I, the undCrsigne me responsibility for installation of the POWTS shown on the attached plans im MP/MPRS Number Business Phone Number Pl N (Print) Plumber' ature _ - v Plumber's Address (Street, City, State, ode) 9/017 � VIII oun /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued lssuin gent Signature o Stem Approved isapproved Surcharge Fee) .}� pp cj $ t,s wner eason for j IX. Condit. asons for Disapproval �. '`Sepflc tiv*, eAkW t fl16er and pc� c icy J"b Me-I- dispersal cell must all be maces 1 maintalned V n ( � I as per management plan provided by plumber. 0 t A 15 r. foo-Z 2 g setback aCk requirements must be maintained I as per a�licabk code !ordinances. �' ar e- i Attach complete plans (to the County only) for the system on paper not less than 3 i J2 x 11 inches in size X398 (R. 01/03) ' PLOT PLAN PROJECT P.C. Collova Bldrs. ADDRESS P.O.Box 489 Somerset Wi 54025 S 1/2 NE 1 /4S 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 100.3' 2.5' sand lift BEDROOM 3 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND )= SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark 167th St. System is to be designed and installed using the criteria set forth in the 393' Property Line interpretive design report! We[I is to meet al Pro 3 Bedroom setbacks found i n House Comm. 83 Tank is to be properly bedded and provided with lockdown covers with approved warning labels Huffcut Combo //�� Tank /jj Drainage is to be moved }30' from toe of mound 16 I - ❑ B- 3 L� 4% Slope ❑ C� Area 15' below O� system is to remain undisturbed 96' Diversion for ru - ❑ B.M.' 97.8' 98, B -1 It. B.M. Safety and Buildings 4003 N KINNEY COULEE RD commercemi.gov LA CROSSE Wl 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commer www.wisconsin.gov www.wisconsin.gov Department of Commerce Jim Doyle, Governor -Mary P. Burke, Secretary September 01, 2005 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/01/2007 Identification Numbers Transaction ID No. 1191053 SITE• Site ID No. 692118 PC Collova Builders Please refer to both identification numbers, 170TH Street above, in all correspondence with the agency. Town of Hammond St Croix County S1 /2, NE1/4, S5, T29N, R17W Lot: 5, Subdivision: Farmview Ridge Subd FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1037553 Maintenance required; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System: Mound Component. Manual - Version 2.0, SBD- 10691 -P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Cone 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. APM The following conditions shall be met during construction or installation and prior to occupancy or use: �EF RTMEI OF Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORF "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment. Systems VERSION 2.0" SBD - 10706 -P (N.01101). • This plan has an approved Soil Saturation Determination (Transaction I.D. # 1079283) associated with the design and construction. All of the conditions of that approval shall be upheld for the construction of the system. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. SHAUN R BIRD Page 2 9/1/2005 • Inspection of the POWTS 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. Stat • Comm 7 83.22 A co of the a pproved plans, specifications and this letter shall be on -site during, construction (1 copy p� p p g` and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 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. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 i AUG 2 y M5 sAFE 6 Du�LuIruGS Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 8/26/05 Owner:P.C. Collova Bldrs. Inc. Location:S1 /2 NE1A S5 T29 N,R17 W Lot 5 Farm View Ridge Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section ?n�Jty 6. Pump Curve ! ED t _ Cc.,,1,,ERCE 7 -8. Maintance and Contigency n I Ires 9 -22. Interpretive determina eport and Soil test � NDENCE' Shaun Bird Signature License number 22 0 i i PLOT PLAN PROJECT P.C. Collova Bldrs. ADDRESS P.O.Box 489 Somerset Wi 54025 S 1/2 NE 1/4s 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 100.3 2.5' sand lift BEDROOM 3 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark 167th St. System is jo be designed and installed using the criteria set forth in the 393' Property Line interpretive design report! Scale = 114" = 10' Pfeil is to meet all pro 3 Bedroom setbacks found in House Comm. 83 Tank is to be properly bedded and provided with lockdown corners with approved warning labels Huffcut Combo Tank D ra i rage is to be moved >30' from toe of mound B- ❑ B -3 4% Slope ❑ Area 15' below system is to remain undisturbed 96' Diversion for run -off ❑ B. M. � 97.8' 98, B -1 Alt. B.M. Designer No Date Non -Woven Filter Fabric 4" Observation Pipe Perforated ,Distribution Pipe Below Filter Fabric f ' ASTK C -33 S a n d �� --- -"�`„- } H G ' 'T �: S1opt t• Force gain `�`Piowed bed Of i f�_ 2 �2 Layer Drain Rock From Pump Cress Section Of A Mound S s =�".� q F ' A Bed For The Absorption Area A Ft. ti 1 ..-. S �ZX) Ft. 0 Ft.- J , Ft. �U--- Ft: 3, L pp 4 Pipe _------___ _______ ______ - - - � - -- A � � Farce Main ° i - - - -- _ _________ _ _ __ --------------- - - - - -- t From Pump sr ° Distribution Bed Of '!2 2 % Pipe Drain Rock I 4 :Observation Pipe r- Ccxla Permanent Marker P -iS°e or Rods Pion View Of Mound Ut:in A Bed For The Absorption Area PAGE OF Pa- #ara'aG Dips petoit End Vier (Perforated t + Pvc ►P +De Holes LDtate4 On 8otsom. Are E9v6 Siseted j r C /�Qn 1.7r,GC I PVC Force Main FIK*T MOUL *l�xC re CaransC }'c PVC Manifold Pipt 54 0 ie, Bise.;ava,or Pipe Lt -• L4 y� � ! # Distributio pipe Loyovt P r Ft. C4rs aim — rn X Inches nc es Signed: Ho le Diameter Inch Lateral i Z Inch (es) License Humber: Manifold j`/z- Inches Gate; Force Main " Inches # of holes /pipet Invert Elevation of Laterals •. i SpECji FCA- f1OrtS SEPTIC TANK �tJMP C iiAr R u - A��LPRWF APFF{QV ED ., �+iZl� _4$BpvE GRADE � Ji3tICTI BOX p;pKKbLE W1 PAD Ct1�tEit H £NT pZPE IAtDC�i WITH CONDUIT PADLOCK 6 G: MOM 0001t. � f�iARKI3tG LASE' FREaI* .CIA I3dTAKE �p ��r r �, f , Hitt - �DE y (v rr T Z2i1.£? - SAS ` i pp�1t£D � TIGHT = `� � I giP£ WATER TIGHT SEA SEAL 3L1 f 1 k $ N SOLID SOIL — IF — APPROVED C `' FF SOIL t4P B -D"NG vNDEg. TA"" CONCRETE PAD 3 ' A FROV F.V. % t Sr �.11 SpECIFI� PER DAY: G /l�" Z+�l1iiBER Op5E5 ...� --- SEP'I•IC / DOSE fRER : Lf'f £ �t �3 E F LowggCRx: GAL • TANK I4AI+tUFAC `� GAL. S'���,'�.�AL- TANK SZZES� SEPTIC �J �L• DOSE C �,> ;HCItES - 3 --r'_ _A . APACITI£5= GAL- S - 2 -- INC t� AIAt iFAC' 3 f 3 RE A s ! 7' S GT. HODEL G - C �, J ZNCHES N SWITCH t - -� GAL - pump AS P X LIiR IL6•23 WAC K pDEy NU r� i3IRI I1G sw rPT4 P(TtSP A '� FEET �T,E `-„ T I ON PI PE � S, FEET IRED REQL+ aI SCHAROE DZ STR I Ru _ - - • -; --tom FEET �Mn ' _ / CE BETWE PUMP OFF PRESSURE • �- R ;CTTa IC H N FACTOR FIXT V ER -ricAL VIFFEREN St3 ?PLY 'Tf DQ - FT - I+IAd'= i ,, �„lTN�fUI'i ti£TWO �RCEIiA�� X `�- ---�' T�grA}` DY FEAT - DIAMML - NGTH TANK- 1- .s� LTAU 1 ID INIMML DSMENSIDi�� UHF DATE LICENSE ;f8� I TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD ,CAPACITY CURVE EFFLUENT AND DEWATERiNG MODEL 152153 MODEL 152 153 w � Feet Meters Col. Liters Gal. Liters 50 5 1.5 69 261 77 291 153 10 3.1 1 1 231 70 265 12 40 15 4.6 53 201 61 231 arc 20 6.1 44 167 52 197 w 30 25 7.6 34 129 42 159 x - g - _ 30 9.1 23 87 33 125 a 8 Q 35 10.7 l -- -- 22 E5 24 40 12.2 - t t °2 Lock Valve: 3B.0 Fi. (11.6m) 44.0 Ft. (13.4m) 4 m+soa 10 0 20 0 60 80 100. GALLONS 6 1/4 LITERS 0 80 160: 240 320 3 27/32 1 4 5/8 FLOW PER - MINUTE a 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS _ a 3 27/32 • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable Ievei long and short cycle controls. , I • Sealed Qwik -Box available for outdoor installations. See FM1420. • Over 130 °F._ M5 C.) speci al quotation required. i I 12 1/8 152 I53 Series C ntrol Sele 'on m 1521153 MODELS 5 l /ti Model Volts -Ph PAode s Sim lex Du lex N152 115 1 Non 8.5 1 2 or 3 BN152 115 T Auto 8.5 included 2 or 3 1 E152 230 1 Noh 4.3 1 2 or 3 SE162 230 t A"Y0 05 fnclided 2or3 SELECTION GUIDE N153 115 1 Non BN153 115 1 Auto 10.5 Included 2 or 3 back variable level float E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback vada ble level float switch or double piggy BE153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. n c ecify du 3 lex - ON 3 2. See FM0712 for correct model of Electrical AL E Pak . Variable level control switch 10 -0225 used as a control activator, sp p ( ) All Installation of controls, protection devices and wiring should he done by a qualified licensed electrician Ali eleddcal and safety codes should be followed including the most or (4) float System. recent National Electric Code ( NEC) and the Occupational Safety and Health Ad (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. -- MAIL rOi F:o. BOX 16347 Louisville, KY 40256.0347 Manufacturersd SHIP r0: 3649 Cane Run Road r7 ® Louisville. KY 40211 -1961 S1 116F Bff P .1 sou 502) 778 -2731 ( ) 9 28 -PUM http;/!►yww.xoellercam PLJM/ �O FAX (502) 774 -3624 © Copyright 2000 Zoeller Co. All rights reserved. Page of EST PLAN 8� 111[A,t+lAG QO,VVTS OWxER's SYSTEM SPEOIF[CAnONS al Q NA $eptic. Tank Capac y r �p4F_2 YIA'110IQ L ( O' �� ' � y cTanis Man �� ❑ 14A Effluent Fitter Manufa p NA owner 14-10-0 Petit#. EfNentFiiterModel 0 o NA U NA P�+=' ieSl� Pump -Tank CaPay NA N of BeQns pump Tank Manufacfu�r NA ! Units atf � da der Number of Pump Manufa Q NA flow age) 0116 NA C ( n►ated x 1.5) r J da lftz Pump Mo e Unit - Pest Fitter Sod n � Monthly rage= t� n [3 o ther � ffluent QuaW Grease FOG? �C mg /L p Disinfection purer uriz�) Fats Og �` _ m� oxygen � S olids O-ss) s'i5o m n- e=' DisP � Cett(s) ) . :3 tn-9round (per BlodwT� Suspend Monthly raga El In - gro und (9 ��und e ffiw t QuafrtY Sao mg/ ❑ Al -grade p Other P Demand (8 05) S30 m9 4 �ml Q Ori ine (.,- ,0Mf'e`a20 ',sta aw n+e t oxygen ded So u SS) 51� n71C8 ICa< f� ds � Bloch Total u ornetric mean) diameter sepw w w0nL � ,� "t"ater_ Fecal Co Y inch for went Partici e Size .� y tyP� Ml�imum Fri Service FtequencY rs ) earls) (max! u rn 3 Y [+iTE�NCE SCtEDtJLE c3 month crd ( ) of tank volume Mpi r vice Event At least once even' equals one-third fs.} rnbined Sludge and scum eel r(s) (M� - f tanks) vVhen �o t3 month ins f Condition o once every -� r(s) t contents of tank(s) At least p months p NA once s tics S} Pnspe ° dispersal Ceti(s) At least very -7 a mon � � NA fct tease once every s Clean �tuent filter rnon� p NA 8� alarm At least once every 0 year(s) pum p months lnsped and psure test At feast once every p months L1 year(s) Flush A t tea ms ante every or Qp'er ng one of the fottow uses ner, S e P toge INS'iRUG at calls shall be mad I ewer. tP'O� e � ( to identify an h a y b8c c up M WE of and d-rsPe Stec Plumber de a visual inspecrion , s l u dge and swm and to itle effluent lute tnspeceons Master plumber Ma ns must Ind volume of co sualty inspe of effluent on oec��on r. Tank insped measure the cett(s) Shell be oe- The pondln9 au ti,ority- S operato er leaks -�, dispel the ground surfs hard m kWfify any ro und surface- of effluent on f the t Mn fume. the o f effluent on the ground for any pondin9 the Immediate pQ°n° {ion o or more W ith CrL NR n th a observafion prPes an a Ong condition �'d requires k OQ Us one third � � o f in 3OcOrd e 9ro tnmm lation of stodge ap�9$rvicing o pera tor and dssPo t components, and anyr. When the 0°mb k shall be ° retreattme� g Mainbune entire Conte a# the motive Code. ppuYCS Comeonents, p by a ed pOWT ev ent 113, °ng� pdmin 1 or pressurized on of any semce ev mechanics of cornpleli • • of effluent ff"M- at In t e �(s of 12 months or less shall be Q? The n0e o r mon•ttonn9 a 1p�i regulatory authority witi�in f 0 days products or othe other to th pf patnVn9 am A Serve repot t reatment provi fa the pi h �centratlons TiON S check t tankts) cell(s)- if lug START UP AND OPERA to use of the Pd s anQlor damage the di5pe ro tor prfor to uSe For MW Cov a the t atment pi' a septag Servicing _ - cheMIC11% that Me F te nts of the tank(S) r en1 dete*d have OVed by sut'face- c onditions are frozen at the m i en po+� is eared the excess up hall not flcarr "� tf hwater }_,,is. f pe 9(s) and may result in the above K3 $Y " s tart Pub tanks t( no cents) in one large dose, ovef(oadng P tank removed by a V the on have the con tents of the P o< p0WrS Maintainer to Du �� be d"�� w t Ta avow tfiis situation a Pturt ,er ,nrastew surface doge of e � P ffluent PurT►P o the P m �datp Opel °t oWer to the e tras to r e s tore normal Wets tt'" p tank disbXb or tx?mpaCL m op ng ft P'i'p .. ifs_ t?o not dlinre ar gark over. or ottten�Se av i4 In ,reh� over tanks and dtspetsal absorp area � not drive or paw mound or at - grade sail ve the Pe�°� � p9 the �fe the area within Zv feet down slope of anY ewater stream .Y imp denta(t�OSS' draper tion of the fotto"J f the vast s• d meat or eClmtna tte butts-. condoms; cotton sib Mine! $ � ; tiblot Reduces baby wII>es: d y�rater, fruit and vegetable peeftng and wad p er brine. of the POWT �� dt�n (,,WV F. des: rY napkins: tampons; . and ins, ott; Qainfirtg prod p steps taken to Insure that the out of service the following stsafl d Code: AgANDON%M ENT and/or is �tanentfY_ taken , ch. Comm 83 -33, WiscansM Ad When the POWTS fads dotted in contpliar ndoned Pipe s ystem is pm p e riy and safely aban be disconnec and th aba PpSed of by a Septage Servicing CJperatar. Ali p to taroks and pits be removed and pro}�e,lY dis and th void space The contents of as tanks and ism shall be pum ping, Ping` all tan ex voted and removed or their Co�� r e0p°7ed After ks and p s fitted �h sad, gravel or an other inert solid material_ measures have been. or must be taken. to Provide a code CpNTiI+[GENCY Pf.AN a following repla sod if the PC )WTS Ws and cannot be reps come ent sys has be c,tiiized for the nce and �P8� an should not comp liant eva l uated and moy�ed from disturbance an Cl A suitable r?epiaOement area area should be p �cture, tot lines and wefts. Failure to �rption system a The replacement from e,ps#ing and proposed ' n to establish a suitable ed upo by rem -U for a new soil and site levau vg latio be r ted the rep ult must comply rrith the rules in effect at that time. in ppWTS >ncement area + n advances e moment 2rea Replacement mai lable due to setback and/or soil li Bed P Sam 9 P not a lace the failed POWTS- d O A suitable rep lacement is y be dnstafied as a last resort to rep n thil is available a um of the POWTS a soil an technology a holding a surtabie replacement area. 'jPoo fall area not been evaluated to identify ment area � T�h�e site has t gate a suitable replace S_ s evaluation must be Ped°`n' last resort to replace the failed POV1rr n rem of the biomat at holding tank may b In stalled as S may be reconstructed Pty efl� in effect at that time - nd and at -grade snit absorPdO �f such systems must compl the infiftraive surface. Re � ANDIOR INSUFFICIENT OXYGEN - <cYYARNiNC> T TANKS MAY CONTAIN LET14AL f�A CtRCUMSTANOES- DEATH MAY SEPTIC. PUMP AND OTHER T TREA TMENT TANK UNDER ANY r)O NOT ENTER A SEPTIC. PUMP OH pR O OTHER TREA S f=RM THE IN'r7~RIOR OF A TA MAY NK AY RESULT-, RESCUE OF A P f3E DIFFICULT OR IMPOSSlB - ADDITIONAL C.OMWATS POWTS MAINT POWTS INSTALLER Name �cf✓ Name Phone 7i; Phone 7 t �� `7.5�/ i }{ PUMPE LOCAL REGULATO Magencies. sEPTAGE SERVICING: OPERATO Agency �/ Phone tiarne Lf Phone I / , c,n Zoning and SanitailDn t does not �e C;�ee n take, Mar Quette and Waushara Co ' �' co Use of this daa�' This dowa�nt was drafted by tine tXd1 f1 �d 83-540), y y s �nsin gdmin MvY (1Jl)t ) the rnifu num mqu eenents of dL Comm of the POWTS - guarantee the pecfomzance Safety and Buildings 10 SUNSHINE CIRCLE CommemeA.90V CHIPPEWA FALLS WI 54729 ■ MD * (608) 2648777 www.commerce.wi.govJsb! isconsm www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 16, 2005 CUST ID No. 226900 A777V: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: NA Transaction FD No. 1079283 SITE: PC Collova Builders Site ID No. 692118 Town of Hammond, St Croix County Please refer to both identification numbers, S 1/2, NE 1/4, S5, T29N, R17W above, in all correspondence with the agwy. Lot: 5, Subdivision: Farmview Ridge FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 991400 The subtrCkttal described above, has been reviewed for:ronformance, with. ap4cable., Wisconsin Admipistrative Code& and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based nn an intetnretive determination. process_ Anpr�val of,the. interpretive det4'•radnotion negates the. requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is six inches below grade. At least 30 inches of sand lift on top of six inches ofunsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for ifie mound shall be 50.2 gpd/sf, and the "fiinear loading rate <4.5 gpdift. 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. It is recommended by the soil tester that the down slope toe be at least at a 4:1 side slope and the center (L/2) up slope toe be designed using a 6:1 side slope. The surface water drainage way down slope of the mound needs to be located 30 feet from down slope toe of the mound as per the recommendation of the soil tester. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This'ap %r0va{ in-au-by H - Ainga 6hes•the ase oFcuiW pattoz ts;to tsfijnato tho dopth to higtr groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. 'a SHAUN R BIRD Page 2 8116/2005 If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. 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. If plan index sheets were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instaIlation/opemtion. 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 ..eslgner of the respwnsIbi l.ty f^r designing a safe bulldsirg, sa uc or cor- pc'Tnent. i Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 i Fee Received $ 100:00 Balance Due $ 0.00 v Leroy G. sky, P , Wastew r Specialist Integrated Services Bureau WiSMART code: 7633 (715) 726 -2544 Voice (715) 726 -2549 Fax Ijansky@)comrnerce.state.wi.us cc: PC Collova Builders Inc Shaun Bird I Introduction: ' 10 On June 15, 2005, Thomas Nelson, CSTM, Environmental By Design conducted a soi „ r. v'nfon on property owned by Collova Brothers Inc., located in the NEl /4, SE1 /4, Section Hammond, this purpose being to determine the highest level of seasonal soil satu might be installed. This investigation revealed that the soils were only good for through an interpretive determination as designated by the Wisconsin DepartmA . ED Administrative Code, Comm 85. DEPARTMENT OF COMM EKE Methodology DIVISION Of SAFETY AND BUILDiN" Backhoe pits were provided for three borings, I through 3, with interpret .o C conducted by using soil redoximorphic features, soil texture, soil structure, soil pursuan o the guidelines under Chapter Comm 85 of the Wisconsin Administrative Code and using the USDA NRCS soil descriptive system. ' un hydrology was During dais field invm i0ion dw hwdscapcs morPhoi0gic u iraiwes, {'egetai i , sand by ogy determined for the purpose of this Interpretive Determination as defined in Comm 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collected field data, which included the accurate measurement of the sites featured parameters, site plans, system design, and this interpretive report have been developed for review. The s t intent i o demonstrate that a minimum of 6 inches of unsaturated soil exists on this site and any [riiliicrri iir iat xins vii u-is vi Efitid nilvvr the ti cniSErii�xt i.1s lla lor, of a m - owiid system i sef vi ng a residentim use for this property as allowed under Comm 83.44(3)(b) of the Wisconsin Administrative Code. Local Hydrology: The local hydrology of this site is influenced by the average of 30 inches of precipitation received. The soil properties and localized topography both influence water movement on this pro Seasonal iscuac such as frozen ground and warm temperatures also have their influences During the winter months when the ground is frozen, there would be an accumulation of snow with any melting action running off the site on � � th h - e jj surface o ground. Sp g rains would produce additional '��� „ =t I *{f N/�,• /{ h as pw. ,G'[iS�Jf�YYY tyre fY1tpu a or . +�+A.. {ati.Oln { {w 'sill Ya'f. +�`e'rua Gi u -fl dic g �. Tsai va I ..iYsv a `, Y'3�v.�'�ias' a Ya. cl wou be - minimal due to the location of the site with its limited upslope watershed, less than 1/3 of an acre. The 4 percent surface slope would also aid the slower permeability of the soils. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Just down slope from the site is a small drainage way, which provides limited drainage for an area southwest of it and down gradient from this site. As this would be an issue for the immediate down slope portion of the mound, there will be a need to adjust its location. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that wac formed by the accumulation heneath the Glacier and reeiiiteA in a composition of stony, reddish -brown glacial drift. Post - glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dark silty soils. The site was probably originally in crop production prior to its development. Currently it is planted in winter wheat with stem heights being 2 to 3 feet in length. It's position on the landscape is located near the top of an upland hill, being divided by a property fence on it's upslope side with the opposing field on the other side of the fence having a pronounced berm, probably created from plowing activities in the past. This hillside has a 5 percent slopes and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside: In most recent geologic history, the road was build creating a division of the topography. Soil Series and Mapping Units The St. Croix County Soil Survey has mapped this area as being of Jewet soils series, which consists of well drained soils in till plains, ridges, and wide drainage ways of ground moraines. The JsB soils of this series are representative with the exception that the substratum contains more sand and gravel. These soils as described by the Soil Survey, are represented by a surface layer that is approximately 9 inches of very dark grayish brown silt loam and a subsoil consisting of sandy loam, sand, and gravel. Redoximorphic features are absent in the upper 8 to 9 inches of the soil profile, indicating a well- oxidized condition and free of soil saturation. Also represented in the soil borings were plant roots at depths of 15" and the presence of worms at a depth of 10 ". Data ➢ The soils evaluation report and system design have been included with this report. ➢ A copy of the USDA Soil Survey map that provides the soil- mapping unit described above. ➢ A USGS Topographic Map, revealing the topography of the site. ➢ POWT site plan, representing the best location and layout of the system that best treats and distributes the systems discharge water. Government Reports Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, has visited the site and found no reason not to support the site's soils and landscape position, being suitable for an A +0 mound septic system with a minimum of 9 inches of unsaturated soils. He also stated that the down slope toe of the mound should be well clear of the drainage way and the possibility of moving the eastern property boundary. Additional Information Unique to the site During the evaluation there was the observation of biological activity in the form of worm burrows and roots. Worm activity was recognized at a depth of 10 inches in boring 1 and at a depth of 9 inches in boring two. Root activity was observed at 14 inches on boring 1, 15 inches on boring 2, and 14 inches on boring 3. It is recognized that these biological activities are normally not apparent in zones that are saturated for long periods of time. This being a first year crop (winter wheat) and a very wet spring these factors further support the suggestion that this portion of the profile dries quickly after a precipitation event. t Recommendations The recommendation for the site would be for the site to be chisel plowed to a depth of at least 15 inches so as to breakup the soil interface and reorient the platy structure in a more vertical position, thus aiding infiltration. From the upside slope of the system area, 30 inches of ASTM C-33 sand lift will be placed on the plowed area. This provides the 36 inches of vertical separation to provide the treatment of pathogenic organisms. The recommended mound design uses a Iinear loading rate of 4.5 gpd/ft and an in -situ soil application rate of 0.2gpd/fl�. This will be accomplished by designing the absorption area to be long and narrow and extended the down slope toe area to a 4:1 dimension, effectively increasing the basal area and eliminating the chances of toe seepage. Additionally, the slope on the upper toe edge of the mound will be constructed so as to be a slope with a 3:1 side slope at each end and a 6:1 side slope for thej dimension (upper slope) at a point L/2 (this being the location at half the distance of the total length of the mound) so as to help divert surface water from the upper slope (See included suggested mound detail plan). Finally the design requires that a water diversion ditch be installed above the mound so as to divert surface waters from the upslope area This should be installed with 'a 5:1 slope, a width of eleven feet, and oriented so that it traverses the contour slightly, draining the run off water north and down slope of the mound area. The concern of the existing waterway below the toe of the mound can be resolved by repositioning it during the construction activities of the mound. My recommendation would be to relocate it a distance of 30 feet from the down slope'toe. Conclusions It is my belief that the soils in the area of the proposed POWS will not be saturated above 6" for seven or more consecutive days for the following reasons: D The described soils in this location supports some the mapped description, which represents in its description more sandy loams and sands in the substratum. This site is also represented in two of the borings by sandy loams and loamy fine sands, possibly providing better drainage. The soil series description also does represent moderate permeability, and is evident by the 8 to 9 inches of redox colors seen. The platy soils located at depths of 4 to 9 inches are possibly due to farming practices and can be over come by the deep chisel plowing. ➢ The biological activity in the soil as represented by the roots and Earth Worm presence, suggest that the soil has not been saturated in the most recent history of the soils. These activities cannot survive in saturated conditions. > A design with a long and narrow system representing a linear loading rate of 4.5 gallons per day per foot and an in -site soil application rate of .0.2gpd/ft This configuration represents the best distribution of the wastewater, spreading it over a longer area. With the increased height of the mound, there is the assurance that there will be 3 feet of filtration between the bottom of the system and the zone of saturation. Also built into the plan is the increased dimension of the upslope of the mound, providing a 6:1 slope at the L/2 location, and the addition of a drainage ditch above the mound. These last two additional features will minimize surface runoff onto the mound area from higher elevations behind the system. The total design assures that the requirements of Comm. 83.41 of the 'Wisconsin Administrative Code are being met so as to properly filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. ➢ The month of May and early June had a great number of rain event days and even with this unusual amount of precipitation the holes had no free water except for hole number two as measured at 28 inches. Additionally, the redox features that were observed were few in numbers in borings I and 2, and not observed at all in boring 1. Y Observed in boring 2 the silt clay loam soils do have a few medium distinct redox features between 8 and 16 inches. This is then underlain by courser loamy fine sand suggesting the need for temporary saturation before water movement would continue into the lower soil body. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croix County Zoning officials. Thaanas C Nets , --�- -- CST 2273 August 112005 r Cttf' rA4P 63 tRo tx Co. ULU s+x .&t*-,Y aS F ��+►yys�SS� 2.t Amt. sc�+.�r g ": t•KSt J a x3 .t�;w�tir sa. s.«ws� sxs stw�r�s1 �. � � sus V 4- � )iL4U N say. KI l k •, s r g x � � J f >.�i •L xr� « r . � ,.3 � .•r �`.+}r.: t �'`" yew = A yy i � eF, a. , ti � iS y . . s -. Rn. , a t .. - •,.- I a C Y n, ♦ , �r �T -• 'r.,'.. „ fig �.•� .. �{ S 'y� sY �� t�o�yj � "��^"� ipA pyyh .Ty�•"'�' � �,h -�).: ' �� �� i� � � i Y ' x� �v �" �: a yfa;� +'�° *�- ,r � � trt• y p_ } e "� Akio, Ao A r e M F < q g s $ n n.. ,-. aaow „v.,,, ..d.... .�• -...m 144f .roa6 - a- �"x"3Niv ,:: m , .o-...,�: F- -�.a ,,, ,,, y f�., t,3. ,# _ ,A .. M1T.. �, s , , x . ,aia. w na.,r,«.....a..e+. ^ e+ ra �p &A<.N.uaa•,,,w,.a.�,ww- �,.,.... -, rc, .. � , n ....,, Q• �, �, l ^,< k"at *na�ua� -„ � a :... , -n � ._ - .,„,r..x.`N ` �.yyp�-n _wra,r.'MWIWY i(Yt�MP .,,mm.c< ro a ex B < y r a u n t < r a ^ _' Z.11 ;„ awl z , r ` t W CO c 3- x i.V j , Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Pending percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location El El PC Collova Builders Govt. Lot NE 1/4 SE 1/4 S 5 T 29 N R 17 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# PO Bo x 489 Farm View Ridge City State Zip Code Phone Number ity [D Village E] Town Nearest Road Somerset WI 1 54025 1 ( 7)5 -247 -2742 170th Street Hammond New Construction Use> Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable N ft. General comments Site has been determined to be an A +O site, requiring an Interpretive Determination as allowed by the Wisconsin and recommendations: State Administrative Code, COMM 85 1❑ Boring # El Boring El Pit Ground surface elev. 98.64 ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -4 10yr3 /2 sil 2msbk mfr as 2f .6 .8 2 4 -8 1 r3/3 sil lmpl mfr as if .4 .6 3 8 -9 10yr4/4 sicl l mpI mfr cw If .0 .2 4 9_38 10yr4/4 f2d7.5yr5/6 cl lmsbk mfr _ _ ,2 .3 2 Boring # 11 Boring 96.21 8 -16 "I Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 I *Eff#2 1 0 -4 1Oyr3 /2 sil 2msbk mfr as 2f .6 .8 2 4 -8 1 3/3 sil lmpl mfr cw if .4 .6 3 8-16 1Oyr4/4 fld5yr5 /8 sicl lmsbk mfr cw if .2 • 4 16-28 7.5yr4/6 Us Osg ml as - .5 1.0 5 28 -32 7.5yr4/6 saturated Ifs Osg ml - - .5 1.0 t i * Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI June 15, 2005 715- 246 -2454 Property Owner PC Collova Builders Parcel ID # Pending Page 2 of 3 Boring Boring # Pit Ground surface elev. 97.61 ft. Depth to limiting factor X36 a in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0 -6 10yr4/2 - sil lmpl mfr as 2f .4 .6 2 6 -13 10 r4/4 - sicl Imsbk mfr as if .2 .3 3 13 -20 7.5yr4/6 - sl lmsbk mfr cw - A . 4 20 -36 7.5yr4/6 - is Osg ml - - .7 1.6 Borin g # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring F-1 Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/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 -3151 or TTY 608 - 264 -8777. SBD- 8330Test (R.07 /00) r , 1" 3W Farm Mew Rid dpi 4# fa loll" Wa T ariim pf" Iftm Lot Is 0 "UW 02 W,Ms m um , 97.50' 97,75' Ditch depth V Drainage bitch to be relocated so i so that it is 30' from toe of the mour!o -- Sol � &3 B2 11' wide diversion ditch / 0 , Slope increased to a $ 1 sloes 5:1 Side slopes for the I in the L12 area of backside of purpose of diverting surf" mound water from the back fide of the mound. B This ditch trrses the contour' line and drains north east of t Mound area approxirnatly dope 8+ mound 37' by 136' A 100' A' B3 BM1 Thomas Nelson SE Lot corner + 227 t�iiiri.wa.gcry SAFETY. >WADO 13 E99 Spmos Sbeet WWW.COR1fY16R:e.wl.. /sh ta9pAflYr w* of Commerce (71s) nr saa of inspoO i- _9, 2005 Pluee,b@s Alwis and Adeffww : Project Name: Coliova Unknown Ike RaskiwAtial Legal Description: NE -NW, SE, 5, 29, 17W Site Number: NA Subdivision: Lots 5, 8, 9, and 13 -15, Certified Soil Tester Name and Address: e�.,,,.ric. Tom Alaicern rrg-1 227387 e u+a +era eSe eyes , municipaft: T own of Hammo "1432 72i1trT Street County: St. Croix New Richmond WI 54017 Plan Transaction Number: NA Owner Name and Address: Sanitary Permit Number: NA P. C. Collova Builders PO Box 488 r F n 4 err ,„ �4sx,r Persons Present: T. Nelson ••�•• An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to ton&mk4fial obsenmWrtss by Lh c..ff € bmter /CST Mk. 0, .n . a ::e • rr..•r••vr�•aw. features in the A horizon and/or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed landsca position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Th is i is the seco, - ofle orr t`3ese lots due to d C[:�I�Qe to �1 -soil $0 fighting conditions. on November 29,- 2004, when the initial onsite in vestigation was completted. � and 00-04" 10YR 312 sit, 2msbk, mfr, as. 04-07" 10YR 313 sit, 1 mpl, mfr, as. 07-09" 10YR 414 cl, 1mpl, mfr, C_W, 1i 1L7 i D� ` i t ILzm (it }1, Wi(n 16f 1 10rK- 516 rmfs. 00-04" 10YR 3/2 sit, 2msbk, mfr, as. 04 -08" 10YR 3/2 sit, 2msbk, mfr, as, with f1 d 7.5YR 5/6 rmfs. 08 -11" 10YR 4/4 scl, 2msbk, mfr, no rmfs. Lo i 13 {ATO) !n ee^ VYWI 06 -12" 10YR 4/3 cl, 2mpl, .mfr, w/ c2f 10YR 5/6 and 6/3 rmfs. Lot 14 (A <0� Similar to Lot 15 below except the subsor. lacks r�x features sir ?.-4 - � a bo ft bale Pos sible plow pan tension satUrat on might be expected since no redox were observed immediately 1 #lug A twu+7m Lot 15 LA<0) 00 -06" 7.5YR 2.5/2 sit, 2msbk, mfr, cw 06-11" 7.5YR 2.512 sit, 3msbk, mfr, as. w /f2d 7.5YR 5/6 rmfs. 11..1:55" 7.5YR 4/M 4 x -- , a sf z ...-a "`o ••, ••, .�+ a .v e e � wai lHttcT. • Page 2 of 2 juneg-200 P.C. Collova Site Two other hand borinas on Lot !,A; re-ve-aied similar conditions. Redox features were observed in the A horizon and in the subsoil below. U 111vulmi bya1izllla' iiifi; permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpdffe. The additional basal area will partially compensate for the gentle land slope and orevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank efflument to the diEtribution ceh' o f rn.--u to ensLwe proW tre*ment. The longest portion of Me ♦ mound must be orientated along the contour. The mound shag be constructed to dived surface water around the that surface subsurface hydrology is improved by intercepting water and diverting it away from the mound site. Deep chisel plowing may be needed to improve the permeability where a plow pan appears to restrict downward water movement. Special Comments: 1. The down slope toe of the proposed mound area on Lot 5 should be well clear of the drainage way. Uoil conditions near the drainage way are very marginal for proper dispersal of efflupnt from a mound system immediately up slope. It is recommended that the proposed mound area be moved approximately 50 feet up Slope: Proppearty line tioundiades would Isave to be mwnftured or an em—ement gmnted for P.9cement of the mound on Lot 4. Soil tests would need to be redone to verify suitable condroons in the new area. 2. even tnougn i specitiect tne maximum unear ioading to be 4.6 gpdik desigitei* t;iiuui%i i y iudiobi9ii *ybictim, at 3.5 to 4.0 gpd/ft if possible. 3. Two soil borings in the proposed mound area on Lot IS exhibited redox: concentrations in the lower part of the A rwizort and hTin ba it-, 'uhte'sutbosoil. This area is scTnevorhommore level thmn - ar= and m ore precipitation may infiltrate than on a sloping site. In addition, agricultural practices may have caused some .......- infiltration and weak soil compaction may result in a higher level of saturation at this site than at other areas of the plat Options include moving to another area on the lot monitoring the area with observation pipes this next spring [see Comm 85.60(3) for requirements], or compiling a convincing explanation of why this is =u'rom" and why Ws not a pwoh_h-m -p-19te-m ram. for prnW 1 46 G. M%siew %Al� Ws u 0 C County Plumber r r%i Ljansky&bmmerow. stare.w E-mail CST t-i owitw 715/726-2544 Voice 715[726-2549 Fax 0 Other U 2536P 347 !� 757'359 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO.. WI This Deed, made between Michael B. Marshall and Dawn RECEIVED FOR RECORD Marshall, husband and wife Grantor, 03/29/2004 12:50PH and P. C. Collova Builders Inc., a Minnesota Coruoration WARRANTY DEED Grantee. EXERT # Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin REC FEE: 13.00 (if more space is needed, please attach addendum): TRANS FEE: 2012.40 COPY FEE: See Attached Exhibit `°A" PAGES: E : 2 Recording Area Name and Return Address r 018- 1008 - 60-000; 018 - 1008480 -000 018 - 1008 -90 -000: 018-1010-00-000;018-1010-,10-0 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this !i day of March ' 2004 * - - - - * Michael B. Marhsall * * Dawn M arshall AUTHENTICATION ACKNOWLEDGMENT Signature(s) Michael B. Marshall and D awn Marshall, - STATE OF husband and wife ) ss. -7 - - - -- , -- — - County ) authenticated this (DLO day of March 2004 Personally came before me this day of the above named * Kristina O land TITLE: MEMBER STATE BAR OF WISCONSIN _ (If not, _ to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristi Oglan H udson , WI 54 _ Notary Public, State of T My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) L I * Names of persons signing in any capacity must be typed or printed below their signature. information Professionals Co., Fond du Lac, wl STATE BAR OF WISCONSIN 800-655 -2021 WARRANTY DEED FORM No. 2 -1999 U 2536P 348 EXHIBIT "A" Part of the NE' /. of the SE' /. and Part of the NW'/ of the SE Y• and Part of the SW'/ of the NE '/4 and Part of the SE' /< of the NE' /. of Section 5, All in Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin described as follows: Commencing at the Southeast comer of said Section 5; thence N00 °05'29"W 1315.84 feet along the East line of the SE' /, of said Section 5 to the point of beginning; thence N89 °25'01 "W 2639.28 feet along the South line of the N % of the SE % of said Section 5; thence N00°21'34 "E 2581.45 feet along the North - South' /. section line; thence N89 0 51'32 "E 1316.00 feet along the North line of the SW'/. of the NE'/; thence S14012'09 566.08 feet; thence S56 030'45 "E 166.57 feet; thence S05 0 58'41 "W 697.95 feet; thence S89 0 26'33 "W 230.23 feet; thence S00 557.04 feet; thence N89 °26'33 "E 1601.66 feet; thence S00 0 05'29 "E 758.82 feet along the East line of the SE' /. to point of beginning. f I I O.y't LL / 9dy,zN r Z B.M. TOP OF 3/4 CO IRON PIN ELEVATION ��j o� 1109.71' 66473 S.F. 1.52 Ac. 4�- 42 .c / 41 I I 65358 S.F. 65994 S.F. I w 1.50 Ac. I C 1 1 1.52 Ac. 1' C9 4Q C 9. �---" " 18 G8 2 . r X C6 N 7 \ � _ _ �-� 6 3g �� � /god _ _ _ �3 �► 70631 S.F. �y 1.62 Ac. C55 B.M. TOP OF 3/4 c i / ? ` w IRON PIN ELEVATION " 1093.89' 6 � o LN 89 °55'16" E 301.56' / / / ��, �� Q) 679 S.F. UI / / / 81363 S.F. I I 88326 S.f Iv 1.56 Ac. ' j I z / lam 1.87 Ac. cv 2.03 Ac. I I I -PI rnI o �t- w �I o N 22'59'57" W :- I ° cn w 86.54' `t 03 cl I ! o _ _ HWE 086 L2 _ _ / I o N CD Imo TO CENTER I Y I = .7' II - 0 - -) I o �I OF EASEMENT z I I �BO = 1088.7' _1 Cr — I L4 243.68' I m I 230.01 237.14' DRAINAGE 66. EASEMENT S 89'25'01" I W 2639.28' 80' TEMPORARY SOUTH LINE OF AE N 1/2 OF THE SE1 /4 EASEMENT. TO C UL -D E -SAC A UNPLAT L/ E I BE REMOVED UPON SOUTHERLY EXTENSION OF ROADWAY. r v v f" n T� Tl f Tl A ITl T1 11 TATA T T1 T, � C`I l`I T1 Tl m T 1 1 T f A m 1-1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address PO Box 489, Somerset WI 54025 Property Address Ll 7e (3 - (Verification required from P anning Department o new construction.) Hammond WI City/State Parcel Identification Number 619- 2O0 7- 05 - 000 LEGAL DESCRIPTION Property Location NE '/4 , SE ' /4 , Sec. 5 , T 29 N R 17 W, Town of Hammond Subdivision Farm View Ridge Lot #. Certified Survey Map # Volume , Page # Warranty Deed # Volume Page # & 4 � _ 773 Spec hous�es no Lot lines identifiabl'A yes no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix County 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. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set 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 Zoning ep rtment within 30 days of the three year expiration date. P. C. COLLOVA BUILDERS, INC. (715) 247 -2742 P.O. Box 489 DATE SIGNATURE OF APPLICANT SOMERSET, WISCONSIN 54025 OWNER CERTIFICATION I/we certify that all statements on this form are true to the best of my /our knowledge. I /we am /are the owner(s) of the op rty described above, by virtue of a warranty deed recorded in Register of Deeds Office. P. C. COLLOVA BUILDERS, INC. — 7 SIGNATURE OF APPLICANT ( p O Box 4892 DATE SOMERSET, WISCONSIN 54025 * * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** warranty deed from 1Deeds Office and a copy of the certified survey map if Include with this application a stamped atra ty �t�e..FL�giSt�L.R reference is made in the warranty deed. I Parcel #: 018 - 2007 -05 -000 09/08/2005 09:09 AM PAGE 1 OF 1 Alt. Parcel #: 05.29.17.944 018 - TOWN OF HAMMOND Current [X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/02/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner P C COLLOVA BUILDERS INC O - P C COLLOVA BUILDERS INC PO BOX 489 SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 1129 167TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 1.870 Plat: 10/22 -FARM VIEW RIDGE 018/04 LOTS 1/45 SEC 05 T29N R1 7W PT NE SE BEING FARM Block/Condo Bldg: LOT 05 VIEW RIDGE ('04) LOT 5 (1.870AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 05- 29N -17W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 09/02/2004 773272 10/22 PLAT 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.870 25,200 0 25,200 NO Totals for 2005: General Property 1.870 25,200 0 25,200 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 FROM : P C COLLOVR BURS, INC PHONE NO. : 715 247 2747 Jun. 29 2004 12 :12PM P1 STATE DAR OF WISCONSIhi F'OIL'S 2 • 1999 WARRANTY DEED Document Number This Deed, made betwcon Michael B. Vlsrchsl! and D w Marsha!! has nd acid wi e Grantor, and P. C Collowst Bud+xs Inc a Llinnesata Cc1t'Do iit� Gtantcc. 1 I Grantor, ;4r a vaiaable consid+erauon. convey, asTd warrat;�s to Grantee t following described real esmtc in St. Croix Counq +, 5t3!e Wiscor+ in 1 (if more spat, is t =ded, please attach addendum): Sce Attached Exhibit "A" I �.:;rding ,area tianx and Rararn .address I I � � I it I 1 i ail$- lUUB -SU -008; 413- iflA8- 8U -(+mU 413-10 os 90 -�00_ cls.to�o -r}ar �n a - il)13 -i0 , L il Is f10S;1CSlE } fOL,'e ^ . Its) � iS i:Ct) xc� :0 ..l:anii-_S: i;semea _sc: ciiuns s, c r bts )f -wav .�r record, it any. i "moti3 - 311c3:ae13.3iarhsa ., I — i At.`7:�:I'TIC- 1TIOi`i .iL�:S�C) WI.,y�x�dE:r'I' � ` $is:szture(s) 1• =zed B. Marshall atcd Da" �farsb _ ST_� - CF: _ ) hus band aad We C autt endcated this 4�j day of tifarcb 2t i Personally �=c tePore me :his day of the fll 3{tisz� OR(and TILL: ' STAn 9AR OF WISCONSIN (If not, to me nown to be ile persons) wtlo zxecutea : "re fore;oin; j authorized by 4 ?0'5.05. Wis. Scats.) nserun:ttx mid acrnow;rdged the came. 7AIS ;N=T- j'MF-IIT W,-�s op:�1:7ED HY Attorney Krishna 091and _.-.- -- Findson, WI x1016 NLmry Public, State of I 1111 :,1y Comntusiou is pe masers. ,lf not, s� :e espir3tion tuce: ' tsigrt wmi m ny !Y impt entimmd or sclu:psvied9cd. 5= ar: lot nes rssary.) > i ° . IZ=s of pesos signing in any rapacity roust ;x tyvec or pci=z bmow twir Sivnawre. n:artnation Ptotesssotals Ca. laid du tx. 'x 1 i7 t '8 IRAA OF WISCONSO au-05-7021 WARRANTY Dg= FORK `Io. 2 .1999 SAFETY AND BUILDINGS DIVISION commerce.wl.gov integrated Services Bureau 13 East Spruce Street C ippewa Falls, WI 54729 INSPECTION REP SEC O 3 com (7 isconsin ( 715) 726-2544 Department of Commerceo d Date of Inspection: November 29, 2004 Plumber Project Name: Collova Unkn y Use: Residential Legal Description: NE -NW, SE, 5, 29, 17W Site Number: 692118 (Lot 5) Subdivision: Lots 5, 8, 9, and 13 -15, Certified Soil Tester Name and Address: Farmview Ridge Shaun Bird CST 226900 Municipality: Town of Hammond 1008 192" Ave County: St. Croix New Richmond WI 54017 Plan Transaction Number: 1079283 (Lot 5) Owner Name and Address: Sanitary Permit Number: NA P. C. Collova Builders PO Box 489 Wastewater Flow: 450 gpd Somerset WI 54025 Persons Present: S. Bird, P. Quinn An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Soil samples were taken from the approximate midpoint in the staked mound areas and reviewed under florescent fight at my office. Typical soil profiles could be described as follows: Lot 5 00 -04" 10YR 3/2 sil, 2msbk, mfr, as. 04 -07" 10YR 3/3 sil, 1 mpl, mfr, as. 07 -09" 10YR 4/4 cl, 1 mpl, mfr, cw. 09 -12 10YR 4/4 cl, 1 csbk, mfr, with f2f 10YR 5/6 rmfs. Lot 8 -9 00 -07" 10YR 3/2 sil, 2msbk, mfr, as. 07 -10" 10YR 4/6 cl, 2msbk, mfr, as, with c3d 7.5YR 5/6 rmfs. 10 -14" 7.5YR 4/6 scl, 2msbk, mfr, with c3f 7.5YR 516 rmfs. Lot 15 00 -04" 10YR 3/2 sil, 2msbk, mfr, as. 04 -07" 10YR 3/2 sil, 2f -mpl, mfr, as, with c2d 5YR 4/6 rmfs 07 -12" 10YR 3/3 cl, 1csbk, mfi, c2d 7,5YR5/6 rmfs If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd /ft and the basal wastewater application rated should not exceed 0.2 gpd /ft The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is Page 2 of 2 November 29, 2004 P.C. Collova Site determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. Special Comments: 1. The down slope toe of the proposed mound area on Lot 5 is very close to a drainage way. Soil conditions in this area are very marginal for proper dispersal of effluent from a mound system immediately up slope. It is recommended that the proposed mound area be moved approximately 50 feet up slope. Property line boundaries would have to be reconfigured or an easement granted for placement of the mound on Lot 4. Soil tests would need to be redone to verify suitable conditions in the new area. 2. Even though I specified the maximum linear loading to be 4.5 gpd /ft, designers should try to design systems at 3.5 to 4.0 gpd /ft. 3. Two soil borings in the proposed mound area on Lot 15 exhibited redox concentrations in the lower part of the A horizon. This area is somewhat more level than other areas and more precipitation may infiltrate than on a sloping site. In addition, agricultural practices may have caused some compaction in the lower part of the A horizon and upper part of the B horizon. The combination of more infiltration and weak soil compaction may result in a higher level of saturation at this site than at other areas of the plat. Options include moving to another area on the lot, monitoring the area with observation pipes this next spring [see Comm 85.60(3) for requirements], or compiling a convincing explanation of why this is occurring and why it's not a problem for proper system operation. If there are any questions regarding this report, please contact me. e�G.fjpnsly, stewbwpecialist cc: © County ❑ Plumber Ljansky ommei estate. i. s E -mail ©CST ©Owner 715/726 -2544 Voice 715/7 -2549 Fax ❑ Other r � I l� l TopoZone - The Web's Topographic Map Page 1 of 1 _ 'Onema=y r `` t k rN � mow; r I f '.•j t _ . ._ tJ w 0 0.1 0.2 0.3 0.4 0.5 km 0 0.09 0.18 0.27 0.36 0.45 mi Map center is UTM 15 542300E 4985948N (WGS84 /NAD83) 7ewett quadrangle M =4.713 Projection is UTM Zone 15 NAD83 Datum G =0.38 http: / /www.topozone.com /print. asp ?z =15 &n= 4985948. 00014833 &e = 542300.000000003 &... 12/1/2004 Sc�� s �R►� MAP Nas* S3 ST- CP.01X CO. SOtU SuQvF_Y cs FR6Ebr� s« t{ Rw SyB ss�,Kt vM 2 - /, SLOp�� A PAC . 5C4%-f 8 " r l M 1t J g J�,wscs Ss� S,v,.+ay P�uB sTrwc,nra 2. S4eP�S J e g JLw6tr SQL L t A- LA—LrA 2, 1- ' 1-3 /. s1.o8d3 V Q h(LASATL( T%L SLOPES ©. �•^" '1: bC�`""'` ,� _.4 $ { �HR� � � .e u kl *� '{v4�' R i. Sv � N .. Y' �➢ 3' �s� ""x".vt' a n� r sau:::x• - , "§„ $: 4 ,z „�r, A � N= � 1 t 5 Y [[ts '✓� J r. 4 1`7t �y 2 c CE h k s i �.,.s+.:n,r•�� � .� - . y am �k�� y "� ,. 4 Y S s .�. K ^r's•a 'C C z { ,. y (`,' � �. � �G� � � a' i. ': q. o � .mc pi s y . k ie E x'z z ;Y' 'r�f£'•a&r',na�' r * W s3X'S. c� sES ' t r^rR 4 vu x $< g- R� ? p 4 `x '^i. » R n m s ii4 ! � r�ka 5 -it d d V Zi,.f t sM `e". r a r k s '4 u, f - i.. �4. 'a E �, � r 'd`d�"t. s s ,.' ::� .`brr��ms.�, "v+rz, x- r - i rr 4 �'= s Nb 1 - ^6 �c 5�b. �,m a� §""'•*�. � � . ' 4 a 7 " ''*, � elm': t .>r s „s '� � , j f 3> "� 2 ss� �, �»•� pia �z� .`. ist � � <.ffr 'a , v F: »� ¢ » ' 3a �' z `� �. x>v�- t'b Lim^ a », ":.>ss�' .: n»*' e>Y..•k''N ice'' f,� A ,3 s.'w�' 4 5,,'Y J �` '': � ' .vi5� � �, .. «� "`� zwuas •u �aoa• h a �k ”' n � ! � �r : a . �a *, , }' , a J r .� �,:. J � .. 1 - t s• -� + „� rE La d{• 4 r<„ a .s 3. �`9 ' .. "P,>'s„y, �n` Y"�*'*+' >'eM� ? � j $ ;� �� z•,d'� ��. � t $ sY,s��..' a y i� � _ £ a e� u. ' � "'t�uN��a+$ -. xi ✓y.*��a �� :� v r���"�?.s'`,���,i 3 s < r � S,. 3 wy`'', �3� s 3.. a � � �✓ x x- ¢ d"„ �� s�� d '�",sT k � L r's1'� x r; 8 �' s 3,�g.,¢4y. t J �I . s ,. t Y '� � t <§". s�, ..: `' Safety and Buildings Division ov 13 E. Spruce Street commerce.wi. g Chippewa Falls WI 54729 www.commerce.vA.gov/sb isco n si n Jim Doyle, Governor Department of Commerce Cory L. Nettles, secretary November 16, 2004 CUST ID No. 226900 Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: SHAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND WI 54017 REQUEST FOR ADDITIONAL INFORMATION SITE: PC Collova Builders Town of Hammond, St Croix County S 1/2, NE 1/4, S5, T29N, R17W Identification Numbers Lot: 5, Subdivision: Farmview Ridge Transaction ID No. 1079283 Site ID No. 692118 FOR: Object Type: Soil Saturation Determination Please refer to both identification Regulated Object ID No.: 991400 numbers, above, in all correspondence with the agency. The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the resubmittal: 1. The Interpretative Determination report does not adequately show that this lot has at least 6 inches of suitable soil for a mound system. The narrative has a number of discrepancies, errors, omissions, and inconsistencies that need to be addressed prior to approval. The submitted may want to consider engaging a licensed professional soil scientist to help with submittal of the revised report. See comments on the report for further explanation. 2. It would be very helpful to have a full -size copy of both the preliminary and final plat maps for this subdivision. 3. Submit three (3) properly sealed, legible, and permanent copies of all revised documents for review. SHAUN R BIRD Page 2 11/16/2004 Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. Please include a copy of this letter with your resubmittal. If you have any questions, after reading the above comments and related code sections cited, please call me at the telephone number below. If the above requested information and/or plans are not received within 30 business days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans /specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. Sincerely, Leroy G. Jansky, RPSS, Wastewater Specialist Integrated Services Bureau (715) 726 -2544 Voice (715) 726 -2549 Fax Ijansky@commerce.state.wi.us cc: PC Collova Builders Inc Zoning Office St Croix County Spia Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 3 Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Paroel I.D. include, but not limited to: vertical and horizontal referen road.i to scale or dimensions, north arrow, and 1004tion arrCtSi �,' percents slope, R e Date Please print all inform con. Yt u & q p:" cY t 154 (i m Personal i you provide may be used for secondary Pu as (PfiV? ; .. � �' , � )i' ,; Property Locatio C P r o p e r t y Owner 0 r �� / �! c3ov [ . o t 1/4 S 9 1/4 S T p( K I P E (or W l S Ste{. or CSM# , Mailing Address Property n9 ' Village Town Nearest Rc City State + Zip Code Phone Number ❑ city ❑ New Construction Us . Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: - - -- -- / Flood Plain elevation if appca lible Parent material ��• ���'LV u-� c General and recommendations: 114 0 14 f"'4 a 1 , J G rZY. h�1 T r Boring # p l Ground surface elev. // ft. Depth to limiting factor - � 7 "'— in. Sal ication Rate ID ' � Pit GPDM Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots p I, Gr. Sz. Sh. 'Eff#1 'Eff#2 ►Y"Y3/ "{ in. Munsetl Qu. Sz. Cont. Color C r Bo ri ng P-Ef ff1#1-Effff #2 Boring # "r 9 ep �• Rate pit Ground surface ele�f. � ft Dth to limiting factor Roots Depth Dominant Color Redox Desrxiption Texture Structure Consistence Boundary Gr. Sz. Sh. in. Munsell Qu. Sz. Cont. Color ; ell Effluent #2 = SOD < - 30 mg/L and TSS _` 30 � Effluent #1 = BOD > 30 < 220 nVIL and TSS >30 150 S CST Number i CST tVame (Please Pent) 226 900 Bird Plumbing, Inc. Shaun Bird Telephone Number Address 715- 246 -4516 Date Evaluation Conducted 1008 192nd Ave, New Richmond, WI 54017 L/ /0 property Owner Parcel ID # Page -2— of 0 Boring � Boring # .Pit I ] Ground surface elev. ___? `eft. Depth to limiting factor in. soil lication Rate Redox Description Texture Structure Consistence Boundary Roots GPDM Horizon Depth Dominant Color •Eff#1 'Eff#2 in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. A1� 4 El Boring Boring # ft, Depth to limiting factor in. sal Appl ication Rate ❑ pit Ground surface elev. Texture Structure Consistence Boundary Roots GPD/(f? Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. 'Eff#1 'Eff#2 in. Munsell Qu. Sz. cunt. Color ❑ Boring ❑ O # in. Ground surface elev. ft. Depth to limiting factor Sal ication Rate ❑ Pit Texture Structure Consistence Boundary Roots GPDAf? Hmfzon Depth Dominant Redox Description• 'Eff#1 'Eff#2 in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. Effluent #1 BOD > 30 < 220 mglL and TSS >30 < 150 mglL ' Etttuent #2 = BOD, 530 mgk and TSS 530 nVL = _ The Department of Commerce is an equal Opportunity oscontactpthe and at 608 - 266- 3151eord a TTY 608-264-8777. ssistanc to access services or need material m an alternate format, p ease Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. Shaun Address P.O. Box 489 Somerset Wi 54025 CA4 #226900 Lot 5 Subdivision Farm View Ridge Date 5/8/04 NE 1/4 SE 1/4S 5 T 29 N /R W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 99.4' *HRPSameasBenchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' Pro Town Road Scale is 1" = 40' 96' B -2 97' unless otherwise ❑ noted 6% Slope ❑ B -3 303' Property Line B-1 ❑ B.M. Alt. B.M. Property Line