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028-1018-30-200
F cousin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix S fety 2nd Build(ng Division INSPECTION REPORT sanitary Permit No: h V 515018 0 GEA'ERAL 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: Peace Lutheran Church Rush River, Town of 1 028 - 1018 -30 -200 CST BM Elev: Insp. BM Elev: BM Descriptio Section/Town /Range /Map No: CC) 12.28.17.95A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. t � i e, / Benchmark eon l . /.' � rw,e. y / Zak q, 3 5�5 �o3.jrrS iaa pe"M (.J� e� 5 r 5 ' 3� 9s. z5 5 5cph'4.4 Aektiem ! i Bldg. Sewer �� - S b I t I z.5� b 5, ZS 6 St/Ht Inlet 9• CAP 73. e tx.Ss - 7f� 'L.1_ 7.9(0 '1r3 • Y TANK SETBACK INFORMATION TANK TO P WELL BLDG. Vent to Air Intake ROAD Dt Inlet /D•5 92.55 10 11 - c - 1 Dt Bottom '7 / 1 16D � 16b g Header /Man. 9 � } Z -X Dist. Pipe Holding Bot. System ` Z • I Z• I lyl Final Grade C •'t g7. S PUMP /SIPHON INFORMATION r Y '7.' 4 - Manufacturer / /�� / Deman St Cover, J 7- L �$ ov d� fj C/ • 4tti JuS. 7 7 FS - 3'i Model Number 0^ 70 Lp TDH l Lt . � Friction L E� tem ad 1 TD& � l Forcemainn Len�h LL Diia. Dist. to W 1 � - /D• 3 9 S SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liqui Depth DIMENSIONS 3 // GSA• (. � , SETBACK SYSTEM TO ¢-6, 0$ BLDG WELL LAKE /STREAM LEACHING Manufacturer: - (� INFORMATION CHAMBER OR �A.a' Ty LDdl�tem: ;G 7JQ7! I'� , / UNIT Model Number: ak T DISTRIBUTION SYSTEM 2 = 17 4�( 6, Header /Manifol Distribution x Hole Size x Hole Spacing Vgnt to Air Intal� Pipes) Y/Idl-'1 - 8L Length zb Dia Length \ D ia Spacin \ SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only mow - S Depth Over / Depth Over xx Depth f xx Seeded /Sodded xx Mulched Bed /Trench Center `7 Bed/Trench Edges Topsoil Yes ❑ No Yes E] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 2084 Cty Rd N Baldwin, WI 54002 (SE 1/4 E 1/$ 1g28N R17W) NA Lot OL1 r Parcel No: 12.28.17.95A20 1.) Alt BM Description = � 2.) Bldg sewer length = CT ' U.0 qfc. �0 �..� j oo ° 1. - amount of cover ` n ov 1"� d—z L I s �- �a 1-% e,& III 7 Plan revision Required? Yes No fepl( Use other side for additional information. Date Ins ure Cart. No. SBD -6710 (R.3/97) 1 z i oil vZ + 4+ N o 08/27/07 LION 15:28 FAX 715 386 4686 Q001 i l Safety and Buildings Division Couny t is 201 W. Washington Ave., P.O. Box 7162 Madison, WI 53707-7162 Sanitary PermitNumber(to be tilted in by Co.) 5 Sat Sanitary Permit Application state Transaction Number G 1n accordance with s. Comm 8321(2). Wis. Adm. Cade, submission of this fotm to the appropria 7 0 unit is required prior to obtaining s sanitary permit. Note: Application forms for state-own PO (if (itTeread tt mailingaddress) submitted to the Department of Commerce. Personal information you provide may be for secondary u in aecordarm with the Privacy Law, s 15. i m Sims. ?__\ f,4 1. Application Information — Please Poet All Information Pro Owner's Name IV Prop erly /I ` "t G. N 12 ST C ROIX 910LATYM Property Owner's Mailing Address ZONI ($r(fyQ$cafion / Govt. Lot City, State Zip Code Phone Number Z � ,�L_ '1a, S6 %1 seam 5 _ e '( c 1 E'or W 11. ype of Building (check all that apply) Lo � U 1( Q 1 or 2 Family Dwelling— Number of Bedrooms Subdivision Name I Block # Pubticicotmrtereial — Describe Use K '� G ' ` ❑ City of C D. 11 * C1 CSM Number �,WUageof kS I e,�2 Q State Owned— Describe Use t0 0-%6 -6elv5 L 27] ❑ Town of Il l. Type of Permit: (Check only one box on Gee A. Complete line Rif applicable) A' New System 0 Re acement System Q TreatmaralHoldin Tank R y Al ys g eplacemeni Only ❑ Other ModiFication to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner � �. iV. Type of POWTS S stem/Com vice; Check ap that apply t `t' NomPressurized ln{;round Q Pressurized In- Ground Q At Grade Q Mound> 24 m. of suitable soil ❑ Mound < 24 in. of suitable soil © Holding Tank Q Otter Dispersal Component (explain) Q Pretreatment Device (explain V. Dispersavrreatment Area Information: Design Flow (gpd) Design Soil Application Rate( f) Dispersal ANa Aed Dispersal Area Proposed (st) System Elevation V1. Tank into Capacity in Total f of Manufacturer Gallons Gallons Units y c New Turks Existi Tanks It e d $ ` fi j o, U iq cn v� ii. C7 w Septic or Holding Tank I `' 12& ✓ S ( 2 t) Do4ngChamber v L�� Vli. Resp onsibility Statement 1, the undersigned, me rrslurnsibmty r in txllation of the POWTS shown on the attached lots. Plumber's Name (Print) Plu 's Signature J0PA4PRS Number Business Phone Number Plumber's Address (Street, City, Stal&Zip Cod)+} Y111. .our /De artmist Ilse On Approved Q spproved Permit Fee Date 1 Issuing Signature ❑ Reason for Denial IX. Conditit f� #U sons for Disapproval l c t. Septic tank, effk*nt finer and 3 ✓ � �� 5 (�(�� dispersal cell must all be services I maintained as per management plan provided by plumber. 2. AN se'lback requkemertts must be maintained � ttec t co ere p or s3stem and submit to tWCoanly only no paper net less 16" 6112 1 11 ' hes in size SBD -6398 (R. 01107) Valid thru s, � � lo� u� AA.-s t vC TC�� � II'la.rr.�G. /v� ►i�e2... n feG.w6 M 3 orq . 30 e t a S -27 07 17:35 TO: jr �wPU r 4 - PRO LIE PeWe Lt&Mran Cht"th P }'T PLAN A.F DREW `fit I748 12 /T 28 - - - SE i r 4 Sc `-�----- Ntit . i? 'Rti/'1OMW Rush Rim SYSTEM ff see tit V"7V ST_ CROM CorrVEN' *rq,&L -' 2414 ATa� G8D CUh MOUND S�T[C Tag Sflt?17rl12 65 ` 7F`.iloT34G �� z ---- -- NOXDR[G TAM S= -81M - DOM TAW SCM 1000 RlIFS _T h8St3� AMM 8514 $ � £ V.R.V. 'Sam c# # of cha�m6 174 ASSMM Q sop jmOIS ELSYbTjOjT 1@9' ---- .jr. as � 'fIfer BEST GrFI { SG'cie 1/4 i elf Existing Gl u Wm U'm'w , tea HOW Church piton Rash Riy Spy pmvf&d to ++ 3ODf� il awl PmtVatffent Far specs: see attached sleet if ry 0 ell DT ss�7�s B-3. f lea Zd 30' 8 -K* - 2% Slope S -� ECOP r s lot �is 3w -� - R� .e PROtECT Peace Lt*%wM CtRnl* PWT PLAN SE s 14 114S 12 /T 28 XfR ,i7 _ W1own Btsh Rini- Co - rte ST_Cl3 9nTR" BLCVA I70H We b elDW coxvBnrr[cWAL a�. GPD 2414 CW"W"MAL INT X)W IMLOM TANK MOUND SW"M TALK S= SOOM12SW65 LIFT TAPM HOLVRWG Z'ARK SZZB -Sim _ = DOSS TANK SrZB 1000 ik LOAD 7t&Tjc _T ,�ggpgp 3514 - $B� V. Y. of #cif ors 174 ❑ BOREHOLE AS.SUKIC M&TATION Iii' FMer BEST Gp, W " -L Sege = I /V 1 CY well AppmwL area of Existing church lr HOW Church additan Rash Riv Rt - Spece prodded to . t BBWt pretreatFUNIt ± `� • ua� if r for specs: sea attaChed si�eet �r - . e r DT 1255!765 - B - 150` - 2� Stnpe tax Ar xso fi tat Sne is 3W p ; 9A 97 96- Safety and Buildings 4 N CREEKSIDE LA 382 commerce.wi.gov HOLMEN WI 54636 ■ ■ TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.govisb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary September 22, 2008 CUST ID No. 223475 AT TN. POWTS Inspector JOE STANG ZONING OFFICE STANG PLUMBING & ELECTRIC ST CROIX COUNTY SPIA PO BOX 263 1101 CARMICHAEL RD WOODVILLE WI 54028 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/22/2010 Identification Numbers Transaction ID No. 1590988 SITE: Site ID No. 117536 Peace Lutheran Church Please refer to both identification numbers, 2084 CTH N above, in all correspondence with the agency. , Town of Rush River St Croix County; Fire Dept ID: 5510 SETA, SETA, S12, T28N, R17W FOR: Description: Non - pressured In- ground POWTS J New construct / Commercial / 2% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1200940 Maintenance required; 2,414 GPD Flow rate; 115 in Soil minimum depth to limiting factor fom original grade; System(s): Non - pressurized In- ground POWTS Component Manual, SBD- 10705- P(N.O1 /01) — Version 2.0 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. 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 priorto occupancy or use: Reminders: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • 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. • Inspection. of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stats. • Maintenance information must be given to the owner of the tank explaining the periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Per directions of designer, effluent testing per Comm 83.44(2), Wis. Adm. Code shall be conducted on a yearly basis; (see additional comments of the management and contingency plan on page 10). Test results shall be submitted to the county for review. • 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. • This approval does not include plans for the general plumbing systems or sewer piping leading to the _ septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, t �it lttole °rt %" determine if plan submittal and approval is required. AM"' rROW. DEPARTMENT OF COMB, f-"E I , DIVISION IDF SAFFTY AIM Ri.t nw. . JOE STANG Page 2 9/22/2008 t Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenaice of the POWTS occurs in accordance with this chapter and the approved management plan under s.Comm 83.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must lbllow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for tie component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 275.00 6 � Fe e Received $ 275.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. S E ° 1 6 2008 Cover Sheet --UiWINGS Joe Stang Stang Piumbind & Electric P.O. Box 263 Woodville, Wisc. 64028 715- 684 -5166 Date: 7/28/2008 Owner: Peace Lutheran Church 2084 Cty Rd N Baldwin, Wisc. 54002 Location_ SE1 /4, SE1 /4, S12, T28N, R17W, Town of Rush River Nearest Road St. Croix Cty N System Type: In- ground absorbti�on system (conventional) Manuals used: In -gmud absorbtion system (version 2.0) Pressure D-is-b-but-io-n- 0) Pages: 1 Cover Page 2 Plot Plan 3 System Catcuations 4 Chamber Cross Section 5 Pump Chamber Cross Section 6 Pump Curve 7-8 Maintance And Con ' gency Plan 8 -11 S7Tt Signature 7 - - - i License Number 223475 N SEE CC)[-,R SFPnNC)ENCE Calculations for Peace Lutheran church 1 employee @ 13 gpd =13gpd 4 floor drains @ 25 gpd = 100gpd Church seating 388 Dining seating 240 c@ 5 gpd = 1200 gpd 388 - 240 = 148 @ 2 gpd = 296 gpd No Offices or other Employees Total gpd = 1609 gpd 1609 X 1.5 peak flow = 2414 gpd 2414 gpd X 2.088 for tank size = 5040 gallons Wieser W3000 (58.94 gain X 51) = 3005 gal Wieser W1250/750 septic (27.66 gal/in X 48) = 1327 gal septic (16.12 galfin X 48) = 773 gal 3005+1327+773= 5105 2414 gpd/ .7gpd/W2 = 3449 ft^2 total area / 2oft"2/chamber =174 chambers 29 chamber per cell, 12 -end caps, total ft"2 = 3514 Cell lenght is 118ft. G �r y Gross Sec_ tion Of Quick 4 Standard -W Leaching Chamber TMCW M" sec€ w for 2 of s A u CARS n Qtdck 4 Strtndard --tom aching ! Chamber with 20.0 . of Alm Pef TO be >i' above grade =ber � atE "L Pwr of end piates Finish grade elevation TY"IrmhWation e V� �� 4' 4 4 . �' 3f)l34 Septic Tank 4'g 5' 4, tong ,. 3 4" Gracie at Sy m Hevation 3 4 n Grade at System Elevation i Spacing 5' 6 -3' X 11 8' Cells Same on other end Observation kte Vent k A _ . i3 System elevatio c f (� fN�Hi$t �ii'�T7� E . S` ' Chambers per coif - P4L q I = HUMP CHAMBER CROSS SEC TIOI.I AMC SPEC - 100 1 ; Vcu CAP ti C.Z. VEht7 PIPE —T i ,EATNEgpaowf ! Amkov:O LOCKIM. 25' FRt3ly p00A, i JUIXTIOM 50% MANHOLE COVET osc I'XIU. AIR INTAKE GRADC -+ Y 1 Y MIAi. J t3' !"iIIJ. `X�� r I , rAILET I AtRTI&NT SEAL t # A Install duplex alternating conbaft wft aim.. 1 j aye bw% mwMw ko the duplex cmueft which vA be activated in event of pump faaure, j ! l ALARM D simuftneousiy * ft the r Mang purM to 1 dose on each cycle 1 I * APPRoVrD i ow JOINTS WITH � ELEV. FT APPROVED PIPE 3 ONTO PUMP �- Off p SOLID SOIL CO MCRETE SLOCK RISCK EXIT PErtArfCV fWL!1 I r.RUS( MAA1L•FAcruiccot HAS sUCtt APPROVAL SEA sC -JE C, I F! CAT! 01%J5 0033 (� TANKS MAUUFAt:TUitEIL: eS `- { Co g V C� AMBER OF 00&1:3: V P£It DAs TA"K WZE ; \ O O C�, GALLOAiS DOSS VOLUME ALARM PtAMUFACrUKCii: SE `R�` b""`)c, `� IWCLUVWG DACKFLOW: t,ALIOtJ'_ MODCL UiJMDtrR= =5 y t w h h 4 !� 17 u p I cX 0WACiTIES: A= 7 WCiKS colt J! ± C- ALLOWS SWITCIi TxP6: _._I'Y\ e c 11 6 1 114CK OR 5.5 GALLOWS Z PUTA AAuumc.TUscu. - C-,_>a '^ \� $ C- = 1 S hutt.NE nR 44 4 1 � '7 GALLOWS M4DEL AIUMDE'.lt: EPc Ds OR .2 GALLOW SWiTy -r9PE: -_ e CG tr AW E: PLYW AWD ALARM ARE TO BE t''tIM MUM DISCHAK6C RATE - °{ (} GPM iiti$TAI.LEB 6IJ 5� PA RATE CIRCUITS ! VERTICAL aht fa REME 6ETWEf1J PUi+tP OFF AAt[! OISTRIbUTtON! Pt ® , FEET + l�ttrt IMLIM ?JErWt li{ SLAPPL� PRESSUKE _ . _ . _ . . . �• FEET + -5 ID FEET OF FORCE MAIM XC I F Y*o�FRSCZtav FACTOt� T TOTAL O`.�JAt11G HEAD -= 17 . FEFT r Oo ! - IWERMAL. DIMEUSioUg Of TAUK: LEAJ&TH L.flt7T?f �� ... ;LIQUID DEP l SIGUE Q: LIC .UsE &AimsER: DATE: I n ITT GOULDS PUMPS Wastewater PERFORMANCE RATINGS COMPONENTS Total Head Gallas Per Item (ft. of water) Minute. ., EPO4 EPOS 1 Impeller`s 5 53 2 Base 10 46 62 3 Pump Casing s 15 36 55 4 Mecharriwl Seal 20 Ii 46 7 5 Bag Bearings 6 _ 25 0 33 6 0 -Wings 30 - 1 t i r'iihiel �w{l 9 — 5 8 Off filled Motor 4 � 3^ Motor Housings 9 Stator Assembly 10 Motor Cover 2 METERS FEET 10 9 30 - - _. - ►► �-S GPM ..... -- 8 2.5 FT 25..._ L. - O 5 z 5 -- 4 EPOS O 2 1 0 00 10 0 30 40 50 GPM 0 2 4 6 8 10 12 m /h CAPACITY 3 • POWTS OWNER'S MANUAL & MANAGEMENT PLAN Papa of FILE iNFt3SMATiBiti SYSTEM SPECIRCATION& Owner � e Y + w r G Septic Tank Capacity 3 wo - a� S o ❑NA Permit # 7,SZ3 a1 Septa Tank Manufacturer 1,v e 5 e ,r ❑ NA DESIGN PARAMETERS Effluent Fdter Manufacturer $� 13 NA Number of Bedrooms 8 NA Effluent Alter Model G (� _ g 13 NA Number of Public F acuity Units j 13 NA Ptssrtp Tank CapaGty 0 Q (� al 13 NA Estimated flow (average) Pump Tank Manufacturer O ai /d P to er w j ; QS e r ❑ NA Design flow (peak }, (Estimated x 1.5) a l y g al/day Pump Manufacturer C-7 o� �d ❑ NA Soil Application Rate o -7 -avrda _rW Pump Mode 4= 1> a u NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ErNA Fats, Oil & Grease fFOG) 530 mg /L O Sand/Gravel Fitter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly overage . Dispersal Celts) _ ._.,.. __. _. _ ❑ NA Biochemical Oxygen Demand (BOD 530 mg/L IWIn- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) _00 mgt 1"A ❑ At - G rade ❑ Mound Fecal Coliform (geometric mean) 510 cfu/100rn1 ❑ Drip -Line ❑ Ot her: Maximum Effluent Particle Size Y in dia. ❑ NA Other ❑ NA Other: 13 NA r ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service FnKpnnc Inspect condition of tank(s) At least once every: ❑ yearfs) (Maximu In m 3 years) ❑ NA . 3 1� earls) Pump out contents of tank(s) When combined sludge and scum equals one -third %) of tank volume ❑ NA Inspect dispersal ceg(s) At least once every: 3 D month(s) (Maximum 3 y ears) ❑ NA dS y ear(s) Clean effluent filter At least once every: ❑ month(s) ❑ NA 4 ®year(s} inspect pump, pump controls & alarm At least once every: 3 ❑ mernth(s) ❑ NA ts) Flush laterals and pressure test At least once every: ❑ month(s) 19-NA ❑ year(s) Other. At least once every: r' months) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POTS inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells) shall be visually inspected to heck the effluent kmeb in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y,► or more of the tank volume, the entire contents of the tank shag be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shag be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. MRt UP ! ! OPERATi'ON pa" Of For new oonstructiOn, prior to use of the POWTS check treatntent tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal ceals). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator ps#or to use. System start up shelf not occur when sail conditions are from at the lit, Wat ve surface. During power outages pump tanks may flit above normal taghwater levels. /Alien power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloadi the cefi {s) and may result in the backup or surface dischar of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Serving Operator prior to restoring power to the effluent pump or contact a Fkanber or POWTS Makitakxer to assist in manually operating the pump controls to restore normal levels within the Pumps tactic. uo not drl" or park vehidaa over tanks and &sPeRld cs8s. Do not drive or park ever. or ather"Ise, asturb or compact, the area within 15 feat down elope of arty monad or ark grada soli a#xeor Wren area. lteduation or elimination of the fallowing from the wastewater stream may improve the performance and prolong the life of the POWTS: antibc`otics; ;,'aby wipes; cigarette butts; cordon, s; cot'Lan swab% degreasers; dental floss: diapma, disinfectants; fat; foundation drain (su np gumt,l water; fnift and vegetable peelings, gasoline, grease; herbicides: meat scraps; medications,' ail; painting products; pesticides; sanitanf FYank;tl$, tamnon a ld '„ °jape: sof s is When the POV t S fails for is pernanently t out JF a3�rv: 1h,- 3 J properly aril sately abandoned to cOmP with chapter Comm 83.33, Wisconsin Administrative Code: • All pWmg to tanks and pits shall be d' and the ar:ei Vilm c-,aiqs se— Ved-a The contents of all tanks and pits shy be removed and proper disposed of by a Saptage S Operator. • After purn;uV, an tanka and pits ghan be awowvacad and ramoved or tfww covers x—mved and Um void space law with sue. Wwval or another avert solid rrummai. CONTOMMY PLAN If the POWTS fads and carmot be repaired the folvm* 4 measures have been, or must be taken, to provide a code compliant teplaoernent system: fir A suitable replacement area has been emoted and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and mat and should not be wKTn led upon by required setbacks from existing and proposed structure, lot rites and weft. Failure to protect the replacement area will result In the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that tirns. ® A suitable sepiaoeratarrt artcea is scot avwlebis due to sodbadc bailor ao8 lier491AMUR tss. Beating advances in POWTS technology a Molding teak may be as a last resort pia replace the faced POWTS. © The site has not been evaluated to identify a replacement area. Upon fame of the POWTS a soil and site evaluation must be performed to boats a suitable rephm=wt area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. D Mouatd and at -grade soil absorption systerne may be reconstructed in pal m e hollowing removal of the biomat at the IrVINDIINJIVO SLIrts . Reoortstrrictiern4 of SUCK systesns ssiust conipiv with On niles in effect at that time. < <WARNM> > SEPTIC. PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL BASSES AND/OR INSUFFlCIENT OXYGEN. DO NOT ENTER A SEPTIC. PUMP OR OTHER TWATMBT.TANK UNDER ANY tgKXJMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK. MAY BE DN RCULT OR E. ADDITIONAL COMMENTS AA POWTS INSTALLER POWTS MADITAiNER Name - Y o e. fi t' C Name Phone SEPTAGiE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY N Y Name Phone - a/ :; I V tQ -- S el a- Pho 1 `7 l5 - � C6 - y,6 0 0 This docurnem was drafted 'er compliance with chapter Comm 83 lfiildcl8 and 831"11t, IM ec M. MYisc resin Adminivaaanre Code. ' '"' Hof SOIL. EVALLIA - nON REPORT j Dauisiotofsaf�yandec�dirgs of 1 ' aoGOMbnM With B:$ � ads. Cnae Alm cornplift she Pbn on paper rent less than 8 112 x 11 kxtm h s>ze. Plan roust Cotr - t i 3F. but aot Svftd tx t+ W&W anti ( OdMonM ratawance point direchon �e,starrrnettsior>s.tyorEh P 1D: brow and locador► and t to nearest road. Pty Pr*W aff InkrAMOOa. R.autftwsd by t� Y�P�mod►mybatad#orawJe�daryp paml ►tAKs.13-04(t)Ole RnpartyOwnw P�per$'localwt - A L_ tit s C IM #'ropertyOwrtef'sA�ngq, (� � 114 S �,1' Zg H R E( Laots Block# Subd. Name or t`rrMx �. Uw ?� tlo�ie Phone r t7 CIRV O w4pn am ' L RaeiciaeMryl /t�tnberr#bod�aoma Cods eMpsignsowrab 'Q ar fa•trSt.. c BOft ��_ f y t tai Pit - talnound=&cvaiev.�F 2L 0 0phoo - .& Qlaclor /2 im Sod E q achm a i�nt an Taktu a Sruckni. t noe "Mdwy Roos: ue+seti QtL SL coat C ww Qr. SYL Sit. .� U Pt (3rotsfdsurfacaaaiev. ` 1t Ospa 10 Mn*Q bcior� Oaww wd _ Soi Rye Oeacaipiptt Tett6sa skx* to Boundary Roots faPL>Rtr kL "Misell Co. 5t coat Cuor Gr. Sz SIL 1 2 a -tom Ill r--_- �- _ ' went #1= � 30 < Z= nglL and TSS , 3D j 1W,,IL ' elRtrent g2 = BOQ < � alt aad TSS < 30 rngtt- CST lXns i�se t� csr t Bird Plumbing, Im Shaun Bird CST ddress Date Evaksatlon Conte Telephone Number 008 192nd Ave, New Richmond, W! $4017 " �' = ft� — 'l�a� 715 -246 -4516 �� f MmWXM C W2�� �jmmwx-� �= 940 Q mmr Iola 1.0 I•: �.. . 11 Soil Test Plot Pl 'Pr oject Peadoe { . Name Lutftefi2tnt�turah S Bird Address 2084 Cty Rd N - Batdwin Wi s4p02 #2211900 Lot _ S d3divj8&M - — �.. Da 6 /10108 i S E 1/4 SE 1/4S 12 T 28 I7 i Township Rush River FI Boring . Weft PL _ Line � P, Coun ST. CROIX BM or vRP Assume" Oevstian Y oo ft. Base of Large Cross System Elevation see 7 st page *HRPSa M as Benchmark cry Rd�1 i 400' Scale = 1/4" — 10' well O Existing church Rush River New Church additon B -3 j 180' 30 B.M.* i 1 50' Z% Slope B -1 13 Q Property Ur{ie a -' 2 !� °7 `Sauth lot the is 300' 96, 1 further south 98' 97 r i 71 93" 57" z N m nas � a i ! i f 1 1 I n D S 62' t a � t I I i > i D z in > 54' c m p Z C G N D O n DfV No 0 0 r ` z Z D o� Z v DZ Y il(� D Z D a� O .. �tDgr2rn a *t — 1 En Z g� a OC-- a s Z � Z gr Za ova Z K 0� ' 0 Dp 5 Orin Cr� -� !0 2a p5'n==om p rVJ m m � Y LA r D ;oz= N p -1 � �" � and C7 f- D O _?� n � r � C -1 C nm " i >m 00 U) rn 17 p a m 0 A O Co ym w D -t I :q t�*l� i0�':p v�N O (*1 3 G Z n r� m w �, �, v r`i+ m �nmD . 00- Zn 0 m o \ N tmnm ' �' 'O Nta n 0 C') p a - 4 N Wm D m D m $ (A � bo r- > Z 3 Z O D ? Duo -i 0 ^ 1► J IV 0 ;ID z 0 r m v EA = O � o V rrl = O I 0 (A r ;u U) m n .� m m Z Z N W3000 —MR SCALE: 1 4" =i' REV N0. DAM IIIIIETE ,3Y SW © SEPTIC MANUAL W3716 US WMa NAMIN ROCK. w 547W DAM JANUAR � o Y toot • REV. JAN- 2005 800 - 325 -8456 HM W3000 -MR i 4, � ss 53w 8 3 11 1 I � rn cn I m I n n (n m II 1 I 1 w 3 l m � m 3w 57w s 6w 1 1 �• o - c -+ 51- rl z D m i - Z A N D m D z c � � > _ > cDi r z z Z ° c rn m m Z m zN D Z _ D D rCO r =�C)07¢N -+ cn m z z $X v D 0 �° � O Dz m =N SQ rrl n m dC DG�{ ° �- �j rn z n y D Z co rnv Dfn� tn-1 OMot`�OCJav� N V• rri c � D r�* m O � rn ��> m op tn�p. _ 01 - oil v v m Z o Z Z bD m to p v O \ '�' p ZZ =ra -4 O o n� ��r � rr o Z Z G C 0 � D VI 09 r -1 r N3 X m ;v U o o z A C n m X Z z M r, � m m � rn W1250 J, 50—MR SCALE 1 4w =1' REV N0. DATE: DRAMM 8 Y SWT C�ICIETE m SEPTIC MANUAL z %!and US t#W"(L UAa� moM wt "7W DATE .JANUARY 2001 REV. JAN. 2005 800- 325 -8456 FR.L- Mn250 50—MR c 42" W 2 I r f � "tea N= 0 0 ; rTl -� ? m 45j` m i D rm* i _ m � r � rr r � ss` g m v r D m� ° D O � Z 0" N A Q b ;o :;D m K n D c c � 9: r x z 2 v D O y Z p O D r Fn p Zm Z Z Z 5 y -4 -4 gr��r 2�n *N X n D tJ DOc) n p *Z �z tlopvzmDO O ° w T c r z c7 = NZ� I � m�o�.. ?xm\ n r0 vm YZ °D- O r- m v MAW N vp?� 1 00 rn p N A c �c w Mmp r (1) ° a � A O X T C < O D pp F �ry O 01 0 iA m m � -ion 0 ° �� D D D " r ° 2 0 p fr 0 = O p N r p 1 O r FD N rn z N m O V ;u A C7 m O O n r- A m -4 m rn m FA WLP100U —MR F • REV NO. DATE \ o tttCtETE SEPTIC MANUAL W716 US WMQ MM" ROB(. W! s4�o 2= 0 �° REV. JAN. 2005 800 - 325 -8456 MR b Safety and Buildings 3824 N CREEKSIDE LA C0111n1 @I'G@'.WI.gOV HOLMEN WI 54636 TDD #: (608) 264 -8777 isconsin www.commercemi.govlsbi De a ment of Commerce rt www.wisconsin.gov p Jim Doyle, Governor Jack L. F i s cher, A.I.A., Se c r etary June 20, 2008 CUST ID No. 226900 ATTN. • Plumbing Inspector SHAUN R BIRD MUNICIPAL CLERK BIRD PLUMBING INC TOWN OF RUSH RIVER 1008 192 ND AVE 1813 COUNTY RD N NEW RICHMOND WI 54017 BALDWIN WI 54002 -5309 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/20/2010 Identification Numbers Transaction ID No. 1546430 SITE: Site ID No. 117536 Peace Lutheran Church Please refer to identification numbers, 2084 Cth N / Rt 2 above, in all co res onde.nce with the agency. PLU Town of Rush River, 54002 St Croix County; Fire Dept ID: 5510 S E1 /4, SEl /4, S12, T28N, R17W FOR: APPRI Facility: 691239 PEACE LUTHERAN CHURCH 2084 CTH N / RT 2 OF MM BALDWIN 54002 Plan Type: Addition- Alteration; I Grease Interceptor(s) Z -0 SEE CORRE: 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. 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: A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this.approval the Division of 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. ( over) i l SHAUN R BIRD Page 2 6/20/2008 Sincerely, Fee Required $ 70.00 Fee Received $ 70.00 Balance Due $ 0.00 ''LPL Bruce E Meiners Plumbing Plan Reviewer, Integrated Services WiSMART' codes7657 (608)789-5535, Mon - Fri 7:45 am - 4 :30 pm bruce.meiners@wi.gov cc: Peace Lutheran Church Bird Plumbing Inc Donald D Hough, Plumbing Consultant II, (715) 634 -4804 t z; xZ A >4 • � cci s G� �Fo Cover Page l �z 0 0 Shaun Bird �cS' Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 6/10/08 Owner: Peace Lutheran Church Location: SE1 14 SE1 /4 S12 T28 N,R17W 2084 Cty Rd N Grease Interceptor for Church ;INQ Page# 1. Cover Page NED 2. Plot Plan 'AND BIBLDINGS 3. Tank cross section 4. Calcs for tank sizing 'ONDENCE Signature License number 1864 -007 Isco i ` NFWq4.0 PLOT PLAN PROJECT Peace Lutheran Church ADDRESS 2084 Ctv Rd N Baldwin Wi 54002 SE 1/4 S E I MS 12 /T 28 N/R 17 W TOWN Rush River COUNTY ST. CROIX SYSTEM ELEVATION see below GPD 2414 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT X70( HOLDING TANK MOUND SEPTIC TANK SIZE 3000/1255/765 LIFT TANK DOSE TANK SIZE 1000 SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 3514 # of chambers 174 BENCHMARK V.R.P. Base of Cross ASSUME ELEVATION 100' ]E'iilteT BEST GF10 -8 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark 400' Cty Rd N Scale = 1/4" = 10' well O Existing church New Church Rush Rive additon G Space provided to 3000 install pretreatment unit if nescessary Distributing Valve For specs: see attached sheet /DT 1255/765 B -3 i 180' 30' B.M.* 150' 2% Slope B -1 F B C D % -2 South lot line is 300' q 6 9 , 9$ 97 I �r '... CROSS- SECTION . l ,;.. ,. Approved Locking Manhole Cover ��re.�slG With Warning Labe! Attached { /Final Grade 4" Mini 18" Minimum �lkttr Tight _ s .Seal f. � SPECIFICATIONS - TANK New X Existing Mane of cturer: Approved Join Tank size, wI C.i, Pipe i • , = tending 3" `S e. Onto Solid So• P I '...,.�.,� / Yom )�`U 3° of Bedding Under Tank 1 ner' S Naiae: eu_ � L ,r&, 1 ti Address: ,zo 70 j = Disc - hip/Municipai t — , " 7 Lt,,-� County , !Lf!/DESIGNER Signature: License Date: I " r Calcs for Peace Lutheran Church Grease Interceptor Calcs: I 240 meals /day 3 gallons /meal 6 hours of operation I j 2 X 1 periods per day 1 Total = 2160 gallon tank X 1/2 for paper service =1080 grease interceptor tank going to use a Huffcutt 1 200 grease interceptor tank. I I I i i i i i i i i i i i i I i i i i f i C' ;r se - L ot c vis4� & �ourrs �- t, 00 i Zcr� � X Wisconsin Department of Commerce SOIL E VALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County '!f Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must J include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. eview Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). / Property Owner Property Location �C Govt. Lot S E 1/4 . 4A 114 S 21 N R 1 7 E (or W Property Owner's Mailing Address # Block # Subd. Name CS 2 ri CEIVE� City SW Z Phone Number City ❑ Village Town Nearest Road New Construction Use Residential / mber of beedITT _ , ode esi gn flow rate al GPD ❑ Replacement `1 Public r c eras - : Parent material efR (�'MA Flood Plain elevation if applicable / ft. General comments %' Q ' Sys zN , D apt) !t,1'7.9- ! 2 p''Ao r 0 4.' s -e - — A o�r ' S and recommendations: 5 %3el 1 S e S stem �3-y I Borin /O 7Z © Boring # pit Ground surface elev. Depth to limiting factor /C� S�fl Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �. 9z- /I-Y? - /s e-- Boring =� D 2 l ® � # pit Ground surface elev. / g 41 ft. I Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ©r 1 Z /� - 3l . ---- -- ✓ C� < ' Effluent #1 = BOD > 30 1220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST lane (Please Print) Signatu CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 �" f� —p�? 715- 246 -4516 I _ i Property Owner, Parcel ID # Page of Boring # ❑ Boring 41 / �v 107 2 r /-)1/ 1 -31 0-pit Ground surface elev. L 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 a-,1 Y 3 _ a �3 F-1 Boring # Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. - STo — ilApplication 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 I 'Eff#2 ❑ Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD < 30 rng/L and TSS < 30 rng/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. s8D -8330 (R.60)) Property Owner _ L� Parcel ID # A �j �� & / Page of ❑ Bori # ❑ Boring ' 6 1®_ f � r V ( pit G nd surface elev. ft. ✓ Dep 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 © ^l 3 1 2 1 13 Y 10t �—'— vim► r = 3 N� / 1 st s 7rJ /* Bori # ❑ Boring YY _ f j F ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary cots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EB#1 •Eff#2 F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Iepth Dominant Color Redox Description. Texture Structure Lure Consistence Boundary Roots GPD/ff in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 150 mgA- ' Effluent #2 = BOD, 130 mg& 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. SBP8330 (RAM) vyt col W se 4- L- ) i x Wisconsin Department of Commerce SOIL EVALUATION REPORT t .Pa g of 3 Division of Safety and Buildings in a with Comm 85, Wis. Adm. Code ' Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County 9 •.7 f • G include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. eview Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location �,C `, Govt. Lot SC 1/4 .4f- 1/4 S 2 $ N R( 7E (o Property Owner's Mailing Address # Block # Subd. Name tJ CEIVED -, m CS City Zi Code Phone Number City ❑Village own Nearest Road ;A L JI New Construction Usejg Residential / ber of bec,(_rM ode deri�e desi flow rate of GPD 1 �( ( ;; t h k kuu�l � // rO Rep lacement Public r cam ercia -3 rent material !11.¢ � f'.r/Cl.[dJ'� Flood Plain elevation if applicable neral comments If 5 t,�✓ DO t) A 10 � ' Oo & /U e,041 fu) S and recommendations: Y 5 System Type e4 Syste tevati'o F T1 Boring # �❑l Boring / EM pit Ground surface elev. Depth to limiting factor '2 v in. I Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I •EH#2 7 - 0 - (L �- ! " rS "-;z_ 1 3 / -7 t ❑ Boring # Boring pit Ground surface elev. ft. Depth to limiting factor i �. �,�— ® n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff? in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 t 1 2-YO I- 3 r Effluent #1 = BOD > 30 < 220 mg/L and TSS > < 150 mg& • Effluent #2 = BOD < 30 mg/L and TSS < 30 rrg/L CST Name (Please Print) Signatu CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715- 246 -4516 Soil Test Plot Pla Project Name Peace Lutheran Church Sh Bird Address 2084 Cty Rd N Baldwin Wi 54002 pVTU 1' TM #226900 Lot ------ Subdivision - - -- Dat 6/10/08 SE 1/4 SE 1/4S 1 2 T 28 N /R17 W Townshi p Rush River Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Base of Large Cross System Elevation see 1st page *HRpSameasBenchmark Cty Rd N 400' Sca e = 1/4" = 10' well O Existing church Rush River New Church J additon -3 180 4d 11101 3 0 . M . * ISO 2° Slope B-1 o� o O Property Line g_ Sout lot i / l is 300 , 96 0" furt r south 98 97 �� 8 1 01863 VOL PAGE 5093 KATAL)r'p H. REGISTER OF DEEDS ST. C X CO. MZ ED R h �p ECORD 11/01/2005 \10s 15AH RVEY KAP RE R C ER TIf IEJD SUR VE Y LOCATED IN THE SW 1/4 OF THE SE 1/4 AND IN THE SE 1/4 OF THE SE 114 OF SECTION 12, T28N, R17W, TOWN OF RUSH RIVER, ST. CROIX CO., WI. PREPARED FORT RANDY EVERSON NOTE: BEARINGS ARE REFERENCED Tp THE SOUTH LINE OF THE SE 11'4 UNPLATTEDLAND$ OF SECTION 12 (ASSUMED). ............... " .." N 89'54'47'E 104 682.88' 362.62' FLOOD PLAIN AS i . ry �UVv t SCALED FRDM —� FLOOD HAZARD MAP p � O p LDT 1 j DUTLDT I " 0 20.00 ACRES 1 O° • 10.62 ACRES o -? 871,354 SQ. FT. j 462,399 SQ. FT. I Q �-: CD I j• wA �? p 1 • Q a ` rb ti WETLAND ` dh .......... �;HWAY SET ACK LINE_ �,�, �... ..........: . o ° 4 1 $ N 00'1234 ' W 40.00' 1775.9b' ; _ _871.00 _ . - � - - - S 89 56 06 W 104 4.9 8 N 89'S6'06'� --t- — — — — __ _ S 89'S6'06'W SOUTH 1/4 CORNER W ( N, • S ovr HE ASr CORNER �? OF SECTION Y SOUTH LINE OF THE SE 1/4 OF SECTION 12 OF SECTION 12, CFOUND SURVEY NAIL) 2646.96' CFOUND ALUM. CAP) LEGEND . UNPLAT TED.. LA/YDS. GOk s err O = SET 1' O.D. X 18' IRON PIPE JAMES M. WEIGHING 1.13LBS PER LINEAR FOOT. WEBER = GOVERNMENT CORNER AS NOTED ` 4 , 0 eso 500 SHEET 1 OF 2 ES M. —18 4 LANDMARK SURVEYING, INC. 2004112 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED C S-Z -b- ©S Vol 20 Page 5093 Page 1 of 1 Pam Quinn From: Pam Quinn Sent: Tuesday, July 29, 2008 4:57 PM To: 'Troy Nemmers' Subject: Peace Lutheran revised plan submittal review Hi Troy, There are still a few items to clear up before the plan will satisfy conditions in the SE permit. Here's a summary: • The soil report is extremely close to the 100 -year floodplain elevation (1071.94') contour shown on the site plan, so Shaun will need to obtain elevations for the test pits using Mean Sea Level per Comm 85.40(3)(a) 5.e. The POWTS can't be installed in a floodplain, period. Code also requires the CST to provide the surface elevation for the river, even though the tested area is over 150' from the river OHWM. We'll schedule a county on -site to verify site /soil conditions and elevations with Shaun, but need to have the floodplain elevation staked. We do have reference elevations on the bridge deck, but the walkout elevation on the building is --10 ft. above grade at B3 and over 300' away and it would be helpful to have a visual "limit" for where the POWTS can /cannot be installed. • The CSM Outlot will have to change before any structures (like parking lot) can be built on that property. Peace Lutheran should consider working with Alex Blackburn on combining the parcels into one and removing the "outlot" status. The POWTS may be OK to install, since it technically isn't a structure and was included in the SE Permit's filling & grading approval. • The driveway fire lane shown over the top (between septic vents) of the existing POWTS that services the parsonage must be eliminated. Move it elsewhere, but not within 15' of any POWTS on the site. The older septic systems will hopefully be OK with the location of the southerly fire lane ... future replacement will have to be west of the fire lane in the `butlot" area. • The grading plan notes for the stormwater structure mention an emergency overflow elevation at 1072.0' and the top of the berm at 1072.5'. The overflow is reinforced and directs discharge out the west side of the basin —100' south of the POWTS area (measured from 63). I'm just concerned that the main discharge pipe is only about 50' away from the septic area, so we may require a condition in the sanitary permit to install a swale between the stormwater pond and B3 to direct surface water away from the POWTS. I think that's it — Shaun can't get together for soil report work until sometime next week. Pamela Quinn, Zoning Specialist ( POWTS) St. Croix County Planning & Zoning Dept. 1101 Carmichael Road?. Hudson, WI p q@ r int- croix. wi. us am co.sa S� r I� Y f 2 9 Ion �s A —� '7l V ��fv,✓n�u 1 <. �_r X073, (a1 3 1/-ZTL = v 7y oy t 7/31/2008 05/27/08 TUE 09:32 FAX 715 386 4686 Q001 y ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer _zcc c L Mailing Address ° ,2 e!y la t Property Address /qtr e- (Verification required from Planning & Zoning Department for new construction.) Q / City /State U A / d LiJ G( 4 Parcel Identification Number 01�- 161k- Ye) - LOU LEGAL DESCRIPTION Property Location J` ,6 -A, s 'la . Sec. I , T I S I N R_JJW, Town of A S `� OC. ✓ 2 Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house yes :_= no Lot tines identifiable t yes ;-i no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treaunent stage in the waste disposal system Owner maintenance responsibilities are specified in §Comte. 83.52(1) and in Chapter 12 - St- Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank is less than 113 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 Planning & Zoning Department within 30 days ofthe three year expiration date. Uwe certify that all statements on this fonn are true to the best of my /our knowledge. I /we am/are the owner(s) of the nromny described above, by virtue of a warranty deed recorded in Register of Deeds Office. Num f bedroo ) q 1 ' / -A /3 ' , SIGNATURE OF ANTS) DATE ** *Any information that is misrepresented tray result in the sanitary permit being revoked by the Planting & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if .terence Is rnatie in the warranty deed. (REV. 08 /05) 35 -27 -88 11:48 TO: FROM:715 386 4686 Pal State Bar of Wisconsin Form 2 -2003 g 2 2 5 Es 2 WARRANTY DEED KATHLEEN H. WALSH Document Number Document Name REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD THIS DEED, made between Randy Everson, a single person 04/11/2006 11:00Aft WARRANTY DEED EXEMPT N ( "Grantor," whether one or more), and Peace Lutheran Church, a Religious corporation, fka The Trustees of the North Rush River Norwegian Evangelical REC FEE: 11.00 TRANS FEE: 180.®0 Lutheran Congregation, fka The Norwegian Evangelical Lutheran Congregation* COPY FEE: ( "Grantee," whether one or more). PAGES: 1 Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Recording Area interests, in St. Croix County, State of Wisconsin ( "Property") (if more Name and Return Address space is needed, please attach addendum): Thomas A. McCormack Part of the Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 114) and in PO Box 2120 the Southeast Quarter of the Southeast Quarter (SE 114 of SE 1/4) of Section Baldwin WI 54002 Twelve (12), Township Twenty-eight (28) North, Range Seventeen (17) West, Town of Rush River, St. Croix County, Wisconsin, more particularly described as follows: 02&1018- 30-000,028 -1018- 50-000 Oudot 1 of Certified Survey Maps filed November 1, 2005, in Volume 20 of Parcel Identification Number (PIN) Certified Survey Maps, at Page 5093, as Document No. 810863, office of the This is not homestead property. Register of Deeds for St. Croix County, Wisconsin. (is) (is not) Exceptions to warranties: Easements and restrictions of record. *of North Rush River, Ma Lutheran Congregation in town of Rush River, Eau Galle and Springfield Dated are — -7 ��� _ (SEAL) _ (SEAL) * *Randy Eve _ _ (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signatures) STATE OF WISCONSIN ) )ss. authenticated on _ ST. CROIX COUNTY) Personally came before me on a p # the above -named Randy Everson /► K{„� TITLE: MEMBER STATE BAR OF WISCONSIN '•• �s (if not, _ _ to me known to be the person(s) who xec authorized by Wis. Stat. § 706.06) instrument and ac ` owledged the same. I J ;tits THIS INSTRUMENT DRAFTED BY: * � l , V , �Lti C f �n� - •. Z : ' 4 _T homas A. McCormack Notary t T~ - ' Public, State of WISCONS Baldwin WI 54002 My commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED STATE BAR OF WISCONSIN FORM NO. 2-2003 *Type name below signatures. O State Bar of VNsoonsin 2003 INFO -PRO- Legal Forms - (800)655.2021 - infoproforms.com loft Parcel #: 028 - 1018 -30 -200 10/24/2008 01:30 PM PAGE 1 OF 1 Alt. Parcel #: 12.28.17.95A -20 028 - TOWN OF RUSH RIVER Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/13/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - PEACE LUTHERAN CHURCH PEACE LUTHERAN CHURCH 2084 CTY RD N BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.620 Plat: 5093 -CSM 20 -5093 028 -05 SEC 12 T28N R17W SW SE SW SW OUTLOT 1 Block/Condo Bldg: OUTLOT 01 CSM 20 -5093 (10.62 AC) Tract(s): (Sec- Twn -Rng 401/4 160 114) 12- 28N -17W Notes: Parcel History: Date Doc # Vol /Page Type 04/11/2006 822562 WD 11/01/2005 810863 20/5093 CSM 12/02/2004 781432 2707/048 WD 07/23/1997 1167/638 WD more... 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/13/2007 Description Class Acres Land Improve Total State Reason OTHER X4 10.620 0 0 0 NO Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 • Soil Test Plot Pla ` Project Name Peace Lutheran Church Sh Bird Address 2084 Cty Rd N Baldwin Wi 54002 O" / TM #226900 Lot ---- -- Subdivision ---- -- Dat 6/10/08 SE 1/4 SE 1/4S 12 T 28 N /R 7 W Township Rush River F] Boring Q Well PL Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft. Base of Large Cross — /0 7 7 7 p /h .SL System Elevation see 1 st page *HRpSame as Benchmark Cty Rd N o �v�m ✓� rfn GL 1 I0 400' Scale = 1/4" = 10' well O Existing church Svl g2, Rush River J New Church' �- ' additon U 2co5 ' i a � ���- of may, oy� m 3 Q 150' B- 2% Slope -0 I� QQ� ri Property Line /B 13- 2 out tot line is 300' C1 � furt r south 98' 97' 96' /inn �( 43 1 C25863 VOL 0 PAGE 5093 KATRL'Ejr H. VAUM S CTER CO DEEDI ED VOR fiECORD I 11/01/2005 10315AN RVEY KAP CERTIFIED SURVEY %c;- 3- LOCATED IN THE SW 1/4 OF THE SE 1/4 AND IN THE SE 1/4 OF THE SE 1/4 OF SECTION 12, T28N, R17W, TOWN OF RUSH RIVER, ST. CROIX CO., WI. PREPARED FORE RANDY EVERSON NOTE: BEARINGS ARE REFERENCED mwl TO THE SOUTH LINE OF THE SE 1/4 UNPLATTE'D • L ; AND$ OF SECTION 12 !ASSUMED). N 89"54'47E 104). 'g fteopi dD 682.88' j 362.62' tij'n f G( FL119D PLAIN AS S _i CALED FROM FLOOD HAZARD MAP q: Q' d LDT 1 j cn OUTLOT 1 J d � C Qi 20.00 ACRES I . 10.62 ACRES W 871,354 SQ. FT. j 462,399 SQ. FT. q2 �j /vL y� b v� Q , /' Q�p ~ C if y3� Q V A ' J: � 1 01 � • Qi Z:' ru a ru v v . I L rn WETLAND Ab ob 1 I� N�(;HWAY,SETA�K „LINE I +„ N 00 0 4 682,28 40.00' 1775.96'y , S 89 4 104 4.98'- - 871.00'_. 89'56'06 "W� SOUTH 1 CORNER w T,,.H ,.,' IV` SOUTHEAST CORNER OF N17 SE C T ION SU 12, SOUTH LINE OF THE SE 114 OF SECTION 12 OF SECTION 12, !FOUND SURVEY NAIL) 2646.96' CFOUND ALUM. CAP) LEGEND UNPLAT TED LANDS, �scoNS,�L am.. O = SET 1' O.D. X 18' IRON PIPE JAMES M. WEIGHING 1.13LBS PER LINEAR FOOT. * VVESER �= GOVERNMENT CORNER AS NOTED 0" Y , 1' = 250' <'� wl ,QQ N 0 also soo SHEET ? 17F _ F 2 L4NDMARK SURVEYING, INC. 2004112 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED Vol 20 Page 5093 `Pam Quinn From: Jansky, Leroy G - COMMERCE [Leroy.Jansky @Wisconsin.gov] Sent: Tuesday, July 29, 2008 7:54 AM To: Pam Quinn Subject: Peace Lutheran Church First off we are NOT accepting "s +gr" as a textural class and modifier. He will need to redo all profile descriptions after onsite verification is completed. It would be advisable to do an onsite because of the high wastewater flow, flood plain issues, and adjacent soils with shallow depth to LS BR. I also want to know what the line is below the Cty Rd N. Is it the edge of the pavement, the right -of -way, or the centerline? He should also give the distance from that point to the centerline of the NS road or to the property line to tie the BM location down. I have been instructing people for years to give this information so there should be no argument from Shaun in this regards. The RFE needs to be reported by Shaun on his report. In such cases he needs to tie his BM into the MSL datum or simply use MSL elevations. Hopefully, someone has an elevation on one of the existing buildings or a nearby bridge. In addition, and if practical, he needs to give the elevation of the adjacent river. All vents and unsealed manholes must be at least 2.0 ft above the RFE. This is an outlot. Are there any restrictions on its use? Leroy G. Jansky, Wastewater Specialist, PSS DComm - Safety and Buildings Division 13 E. Spruce Street Chippewa Falls, WI 54729 (715) 726 -2544 Voice (715) 726 -2549 Fax (715) 828 -5902 Cell leroy.jansky @wisconsin.gov i 1 p ST (CROIX COUNTY Fax Memo Date: z Code Administration Fax Number: 715- 386 -4680 Land Information " I Planning From: f )401 715- 386 -4674 ,; n Fax Number: 715- 386 -4686 Real No `vy Phone Number: 715 � S , 3�(, . -4677 7 R -: 'cling / -386 -4675 Number of pages, including cover sheet: / Re: y y dt'-& aty? Mir ke�Arlt�5 ed 611114 I 06 �.: �� �c �� �n ��- /�1 S L a le ���'�rr3 =► s 7'/- rat N St.Croix County Government Center 11o1 Carmichael Road, Hudson, Wi 54 715 -386 -4686 Fax pz@co.saint-croix.wi.us www.co.5aint- croix.wi.u5 ST CROIX COUNTY #c &; I Al� Planning & zoning Fax Memo r712 j/ Date: To: Code Adm in is t Fax N m 715-386-4680 r u b 72& Land Information Planning From: Pky VIAjt-J 715-386-4674 Fax Number: 715-386-4686 Real Pro 6ty Phone Number: -- 715, -4677 Re,", ling 386-4675 Number of pages, including cover sheet: 95 f S % OWTS dAP-e-- Re: 4o 6 ' -W Aa�ec,1 /V "d-Z7 441 LttiQ a� 7 N -74 Ct&Iyaj 7 St.Croix County Government Center iioi Carmichael Road, Hudson, Wi 54 715-386-4686 Fax pz@co.saint-croix.wWs WVVYV.0O35aint-CFQiX,WW5 Jon; $onnetag From: Rod Eslinger Sent: Tuesday, December 12, 2000 8:15 AM To: Kevin Grabau; Jon Sonnetag; Mary Jenkins Subject: FW: Floodplain Requirements - - - -- Original Message---- - From:- Jansky, Leroy [ mai Ito: ljansky @commerce.state.wi. us] , Sent: Tuesday, December 12, 2000 8:09 AM To: Barron County; Brettner, Jackie; Eslinger, Rod; Farmer, Darryll; Helgeson, Mike; Herrick, Cleo; Jain, Kenneth; Koehler, Jim; Peterson, Dan; Peterson, Larry; Shambeau, Jay; Spanel, Gary; Tesky, CeCe Cc: Kaminski, Roman Subject: Floodplain Requirements A question has recently been asked with reference to county plan reviews of systems that are located in the floodplain. The following message addresses the sanitary permit issuing agent's (SPIA) role in such reviews. Reviews by the department are outlined in Tables 83.22 -1 and 83.22 -2. Systems located in the floodplain are not included in the tables. An "Application for Development of a Flood Plain" (SBD -6698) form (formally known as a Plb. 89 form) is no longer required by the department for development within the floodplain. When a system is to be located in a floodplain area the following code sections need to be considered: 1. Comm 83.32(3)©, Wis. Adm. Code states that no part of a POWTS may be installed in a floodway except as provided in NR 116, Wis. Adm. Code. 2. Comm 83.45(6)(a), Wis. Adm. Code requires POWTS treatment and holding tanks to be watertight. And (6)(b) requires vent and observation pipes to terminate 2 feet above the regi flood elevation. 3. Comm 83.43(8)(g), Wis. Adm. Code requires POWTS trea meet an o i ponents installed in areas subject to soil saturation to be anchored to prevent flotation. Comm 85.4 3 a e Wis. Adm. Code requires the site report to include the floodplain elevation (RFE or regional floo e evation and the surface elevation of�ny a�jacen Haul a e waters or reservoir. , SOT bnl I Qs ✓h Cc. In addition, it is recommended that designers /installers check with the DNR for any requirements or permits required by them for disturbances such as excavation and /or filling in a floodplain area prior to plan submittal to the SPIA. It is my opinion that the county SPIA may review and approve POWTS plans within its' scope of authority that are located in floodplain areas as long as the review considers /addresses the above referenced requirements. FS. \ O f J Wo CENTE UNE ric POS PROED / I I OF RUSH RIVER ' SEPncAREA I N TS I { I o f B -3 I col fe ' I — i s d ©V , I I I I v gda " i VEN i 1 LAYGR 11 toe I d I < r r < I I t o L. G�S E. GC�1TE) I < tR C.,�� ICI < �iRELO(�ATE) = < \ r m D SHORELAND DISTRIaT — — 1 ( SEPT C - — VENT 4 c I \ 1 of I c ( c , 7 -A i o � m I I 5E !C \ zl p, o I 15" CMP .v s CULVERT -- — 41 _ _ BRIDGE J _ '� CO U! I O COWRIGHf POp9 NUMPN— ' REy ENGINEERING INC .MEI}ALI RIGHTS RESERVED. THESE DOCUMENTS ARE AN INSTRUMENT GF SERVICES INU AHt Inc l'nurcn:�uF iici wv� �iwi'rwiT c'�x�`u :.',.,^^'. ^ ^^""` °^^' ^ ^•• ^'^�•'^^^1Q�r I I i \ \ 1 V \ \ I< Z ! ��. V2ET. W o G I !j II y 1 1 IB_2 I I c I I i CEN \ E ENE sEp I ! I I OF RUSH RIVER it 0 1 0 GAS ( { OUTLOT 7 ' 1 ! / I 1 141: - - `* - TANK ! 1 C.S.M. VOLUME 20 1 SEP �C , 1 PLAN t \ I ! ! 1 PAGE 50934 ! I I \ , 1 \ •, I 1 to L GAS :£� ENCHMARK. K�S ! ! , W REROD a 1090.7(V I m (RE)IDCATE) ,n -- .... °_. ' ° GRAVEL ' ' / / \ \ \ 1 \ \\ I • t l \ (� - �4 ELUL A, lE) l� . PARING ::.. \ CEMETERY 1 DOCUMENT Ic - \ I f It 01W LIGHT P01.£ i CHURCH.i�e _n_:s_ (TYPICAL) BUILDING � I I � t -I- - 1 \ r'r! � •;. BITUMINOUS :' _� —T 09A- \ \t. 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R > z o 4 c Fj 229 A" c V A z - M M 0 -< 0- O - 2IT- c X�moq� M - 1 . , m 2 9 1, < � o M > CA I z 2. m m c HIP l M H HI z mz o 05 M 8; P c 0 2 25, 2 zm AH o MI R la z< Ng -- 0 zM I n m mmm n1= 0 -0 A z x 0 % Zo M. Mo § mc�2 A m In E, Ac 9 9 0 H 1 1 2 0,18 P9 H O 0 0 p rn 0 'a - :g�; rl pill 2 c: T zz In W 19 w ; - _`1 I 0 q M d %11 O 111 C M z i I , A 0 'v a 0 p;q 1 2 m:1 0 > . . ; l I I Z o A PH 0,g r. , 0 :< > 4i 50 m z 0 a c 0 c a, SIZ In 0 i I ffig im Z U M ;R 0 y 21 a c m E3 0 IR M G) M 1 2 M 0 m z rn > 1 Is w I 0 < p PROJECT NAME AND LOCATION: ClIENTIN.: Iblg PEACE LUTHERAN CHURCH 14 PEACE LUTHERAN BUILDING ADDITION CHURCH PQ TOWN OF RUSH RIVER, WISCONSIN Engineer - Land Surveyor - Manners N 22 I O'Neil Road • Hudson, W1 540 2084 CTY RD "N' EET TITLE: ch 8 7 • 6 66.599. 08 20 fa- 711.5 )1.05 20 BALDWIN, W1 54002 GRADING PLAN www.kumpbm Z m gengincering.com E:\ 300- 399 \370 - 002 \Cadd \370- 002.dwg, 7/11/2008 10:08:50 AM, 1:2 3 e i 1 ,r E 1 i' 7 / 4 J i f v _ L O < c/) FF 0 ' rte: r r' 'I 3�J iJ 3 bninj _ _ - ::.:..:................_ n T � 1 " z o :....:...:. A 7 �1 \ z :.:::::.:.:...... 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N 1 y 6 1m0 X qym oof sN " C � O y :-1 r nZ O p jrs A 2 F Z D S Z Z .y ri m �y 117 2 CC ' 9 ;� s$ g �R Al g� o �My z 21 W a r g oo o o A �g F Q B g oo > LD z ° En In D D N OI1 N�� LL Z C m In O > A Iz y Z O P O pQ PROJECT NAME AND LOCATION: CLIENT INFORMATION: 5 PEACE LUTHERAN CHURCH n A wj j S == PEACE LUTHERAN z I 1 I�I n a BUILDING ADDITION CHURCH N TOWN OF RUSH RIVER, WISCONSIN F Land 5urveyors- Pl anners W ca zz 1 1 0'WI (load • Hudson, WI 34016 2084 CTY RD "N' 5J - + aNEErTmE: g o 3331.o3z3 • 866.599.0820 • 6K 715,351.0320 BALDWIN, WI 54002 g z N EROSION CONTROL w w.6ump6reyengineering.com E: \300- 399 \370- 002 \Cadd \370 -002 OETAILS.dwq, 7/11/2008 10:09:46 AM, 1:2 e � 8 N z = o ?� m m z$ - III — II > 0 ,� = z z ..- IIIIIIIIIIIII N F 0 =o �o 3 = III — III _ _R- III > m III =III I —III so Z � 00 O w � 1 y III III IIIIIIII O gv m cloy � a2 I IHEI I E PIP III n+ 11 111 111 11 /> A Z X0 " m >�R R Aga °� m g m o o � i N o Z III T➢ z a I I I I I I H A zp 0 c � Z m A � I I I —I z i I I p�0 O x, 1 O -I N m — III O A Z " 1 IO m Q, cq � II m ym o :III =1 °m mm �6 m a ° o "7�f a = I I III I I I °2 r „ I "' r 0 ' III m � 2 g II � 0 D I — m 1 = I I y N ao =1 I II I I I x m m i1MIII — III =11 m A — I 11 =1 I I g MA o N Z y N III —I I g mz Z m Z 11! 111 I —III °gym m. �' y N i I I I I I I I =1 I m m III = III = III —i l p z z / / / m z G A G X m> T g � > �y A m C •9 m N O _ N O O Z 0 0 0 A ° O— m O r . m 3 n x a m oz -� os-3 o m r o — .50 ° y m z r o gA u9► 5 . . -c g�� �So zzzo< W P, gmz o o og 0 Z CI vm Z . � a RI m am A� c=a=m AK x h �• F,2 z°� r r o r' z m o $ IENT INFORMATION: PROJECT NAME AND LOCATION: CL IIg PEACE LUTHERAN CHURCH PEACE LUTHERAN n BUILDING ADDITION CHURC H W � -Land S urveyors - Planners „ • TOWN OF RUSH RIVER, WISCONSIN a w fir 221 1 O'Neil Road • Hudson, Wl 5+016 2084 CTY RD "N' 9HEETTRLE: N 3 Q 715.5)1.0525 •866.599•oa2o • fax 715.5 51.0520 BALDWIN, WI 54002 Z m ro DETAILS www.6umphre.geng;ncering.com