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008-1039-50-055
ST. CROIX COUNTY ZONING DEPARTMEN , . • `' " AS BUILT SANITARY REPORT F� Owner Property Address _2 R f 2 90 r5 S r ^U:k 4 City /State UL) l s c Legal Description: Lot Block Subdivision/CSM # S 4' t /4 S F ' /a, Sec. L3 , T 2 p` N -RAW, Town of E4 g G a C PIN # SEPTIC TANK -- DOSE CHAMBER -- BOLDING TANK INFORMATION: Tank manufacturer /' ) Vdwe stet +h Size ST/PC 4S6 Setback from: House 3 Well yo P/L Pump manufacturer 2 g , //r Model 5 3 Alarm location 12 ig �. • If (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: /Vuk h d Width Length Number of Trenches Setback from: House /G 2 Well t-10 - P/L Vent to fresh air intake ELEVATIONS Description of benchmark N c e-- Elevation a a Description of alternate benchmark /O S' t3 4 5 ", ` h Ic Elevation _ Lo Building Sewer 4- ST/HT Inlet G ST Outlet PC Inlet PC Bottom Header/Manifold 27, Top of ST/PC Manhole Cover 1 Distribution Lines Bottom of System O (} ( ) Final Grade O ! O ( } 239`�i`f Date of installation G/ b/ Permit number 3 'f4 L (j T State plan number Plumber's signature JA 2!�Cj License number `� 3 s' Date J Inspector Complete plot plan �' a NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW .y 13 r X �QM• MG usL �' 3 INDICATE NORTH ARROW ?� t Wiscons ' DepartmentofCommerce d Buildings Division PRIVATE SEWAGE SYSTEM Count INSPECTION REPORT St. Croix RAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: 1 information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. 344667 r Holder's Name: ❑ City ❑ Village [j Town of: State Plan ID No.: S, Richard Town of Eau Galle Elev. :. Insp. BM Elev.: BM Description: Parcel Tax o.: • O �� I = snn 008- 1039 -60 -000 TANK INFORMATION ELEVATION DATA., TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (� 6Si� Benchmark b Dosing L:li;i y ,yt,� Alt. BM L Aeration Bldg. Sewer b.�} 9 3G Holding St /Ht Inlet TANK SETBACK INFORMATION TANK TO P / L WELL BLDG. Air i to ntake ROAD Air Septic >3 >3a.p 36 NA Dt Bottom C4 I D .19 13. I Dosing a I ' NA' Header/ Man. �3oa 1300 3 c.(p ,r,2o g,GB Aeration NA Dist. Pipe S'Z Holding Bot. System 46.9 PUMP/ SIPHON INFORMATION Final Grade 4# 3 Manufacturer i D erI]and St cover 3 b0.(� Mode! Number 5_3 GPM 4 / +r► 3�3 tuia -4-3 100, o TDH Lift �l Frictio S stem ' f y ,'� L S �, TDH Ft ylti' 67 Forcemain Length S r Dia. '� Dist. To Well >3afl� SOIL ABSORPTION SYSTEM B T Width , Length / f PIT No. Of Pits Inside Dia Liqui epth EN I N a� DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING ture � -�- INFORMATION Type of r CHAMB Mo mber: System: > 300 > 1,5 OR T DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) u t x Hole Size x Hole Spacing Vent To Air Intake ' l, p ,/ Length —4 Dia- 2_ Length � t"ia. ! Spacing f Y 4 'If " SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed / Trench Center Bed / Trench Edges Topsoil I ❑ Yes ❑ No ❑ Yes []No kt COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 1 /20/79 Inspect ,on #2: '- ,/ --,/ -- Location: 298 270th Street, Wilson, WI (SETA, SETA, Section 13 T28N -R16W) - 13.28.16.200B X Plan revision required? ❑ Yes No Use other side for additional informat n. b-2 SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: j f d , , �. v F� l) uosja ° z t m i s z F z F t i a x i d 9 z 1 t £ e # 2 S t s $ S e S a _ # f i q t fg s � # a d K t t 9 a d 2 t t t` 33 i I # E S F (f t � . �..a ,_tee t, a °.. �"• °,.,,..°w... s , .:m,b � .a.,:,...» a v, .. p .. q:m,. .,.e. t d . >. »�.�p. P t 3 S t g, e r t { a e e e � LVa -LSD t � e N t 7 a # { ` t vm..,..P. __., k. s. _.._.. _,,,._._._. .w ._.._....._._ - ____k._�..._.�.... ..,_... ,.. �. ......'a.,u_.�.�2 Safety and Buildings Division `1• /SOns�n SANITARY PERMIT APPLI ON 201 W. Washington Avenue ` In accord with ILHR 83.05, W' . c9h.f dk <� • P O Box 7302 Department of Commerce ; -.._ j Y Madison, WI 53707 -7302 j • Attach complete plans (to the county copy only) for the sys n pap T, nquess" ~ � ty than 8 112 x 11 inches in size. 'r�'��� • See reverse side for instructions for completing this appl A/rr Bute anitary Permit Number .F r Personal information you provide may be used for secondary purposes k if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. �G y ZO C0 t Ian I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL 11 ci 1 Property Owner N_ /: �d p P perty L , o 3 T , N R /� E (or A Propert 0ypl is Mailin Adty Lo Block Number t tate Zi ode Phone Number Subdivision Name or CSM Number yva� c-7 5Wg l 11. PE F BUILDING: (check one) C] State Owned i C] Vi l / Nearest Roa Public 1 or 2 Family Dwelling - No. of bedrooms _.�' Town OF 2 a U 6 Ill. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) / 3 2.q- 1 E] Apartment /Condo 008 / G 3 17- &0 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. Iiit New 2 ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5, ❑ Repair of an System ________System _____________Tank Only_______________Existing System ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ;' Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade !�( Re uired (sq. ft.) Proposed (sq. ft.) (Gals/d y/s ft.)' (Min. /inch) Elev ti7 !. /7 01 Feet T Feet Capacit VII. TANK in Ca allons Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturer s Name Concrete Con- Steel glass Plastic App New Existin structed Tanks Tanks Septic Tank ing nk f f ob 1 1 r �(f ?5 ,eJ'I [9 0 El 1:1 ❑ 1:1 Lift Pump Tan r Iv f� / trlr loJ &7 1 ❑ 1 ❑ 1 ❑ ❑ 1 ❑ I Cl VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility' or installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plum is Signa h u i w.?(No Stamps) MP /MPRSW No.: Business Phone Number: 30 e. 510-x+ a 3 � '76 '7/"!5 Plumber's Address (Street, y, Sta Zip Code IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate I ssued Issuing gen ignature (No Stamps) A E] Surcharge Fee) pproved Owner Given Initial 9 Z Adverse Determination ZS / X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: * . u,.-.t 4 `rr - s-r,� s k-r. - 4• 44. +^, v►r w� avc c� Co aNkcvt r (� �t a,�,E- 5 , &4uA i5 4 SBD- 6398 (R.11/97) DISTRIBUTION: Original to County. One copy To: Safety & auildings Division. Owner. Plumber INSTRUCTIONS f Y 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a�time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewagesystem, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608- 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. - -- II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. i X. County/ Department Use Only. Complete plans and specifications not smaller than 81/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumpsand controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; -D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. L Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 TDD #: (608) 264 -8777 sconsin www.commerce.state.wi.us i Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 11, 1999 CUST ID No.267341 ATTN. Rod Elsinger WEGERER SOIL TESTING & DESIGN ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 08/11/2001 Identific rs Transaction ID o. 239914 S ite I D No. 178403 SITE: Please refeuto both identification numbers; Site ID: 178403 above, in all correspondence with the agency. St Croix County, Town of Eau Galle SE1 /4, SETA, S13, T28N, R16W Facility: Richard Gedatus residence, 298 270TH ST, Wilson 54027 FOR: Description: New 3BR Mound Object Type: POWT System Regulated Object ID No.: 484518 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. Adm. Code. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Stats. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, 9 '� DATE RECEIVED 08/02/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Dennis R. Sorenson All„ _ ;' BALANCE DUE $ 0.00 Wastewater Specialist (608) 785 -9336 CO UN W" 'de 3i dsorenson @commerce.state. ids���, 1% , zSMAI�T Co l z Page 1 of 6 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION T 28 N, R l(, W, TOWN OF F - a pt - kJ. , ST. C.V A LX COUNTY , WISCONSIN. INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR °1 rd Z70 Tl ST'; - - Lv� 0 w, W l S �L eZ1 = PREPARED BY WECEFZI R SOIL .TESTING AND. I3ES = GtV Sj I CE��C "' � ' l � I a1�, F.O. BOX 74 421 K. MIK ST. RIVM FALLS. VI 54021 ARTHUR L Y � 715'44255165 wG9 .111PA ettswoaTH, Z -�� JOB NO. PLOT PLAN Page Z of 6 Scale 1 "= ql j 6LWAGE SYSTEM nitionally P DIVISIgN OF SAFETY AND etNLDINSS SEE CORRESPONDENCE U 4 con,Zo Nk tz�. 1 1 �TL.. 0 11.0 • L 0 _ G •V 3S' or - 0 tj 1 1 °� R LS t fll7G�+ r 4 a ` Sc "p i C p i 3 4��t --- 4,� - te1., tvu•o' Z V I e'rent�� G�t4�kn� 0 Iry Dn �vuc eu*1a tte...Z c��Z b� D � 9lti�z -3 Tt•t S PrizC•M a i !gy NOTES 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. Septic tank to be gallon capacity manufactured by 'hIDw 'W A1\1-t--�3rI i�v�. 5. Bench Mark S(Z� \- 6. Divert surface water around mound to prevent ponding at the uphill side. Page 30f Approved Synthetic Covering - �sTr -� 33 Distribution Pipe Medium Sand H -- r, G 1 Topsoil -_ - -- -_�= F Elev. . OF 1.0 E D I 3 b 8 % Slope pKiVATE SEWAGE SYSTEM Bed Of 2-2, Force Main Plowed Conditionally Aggregate From Pump Layer D 1•� Ft. PPR AE ,. b`j F t. VISION OF SAFETY AND 9I><#LDNN4S Cross Section Of A Mound System Using A Bed For The Absorption Area F o.8 Ft. SEE CORRESPONDENCE A 8 Ft. H 1.• 5 Ft. Linear Loading Rate = R. 6 GPD /LN FT B U7 Ft. Design Loading Rate =0.4 GPD /SQ FT I lb Ft. J - 7 Ft. K 11 Ft. A+tre Position L bq Ft. of Force Main W a Ft. L Obsery a K A -- -------------- --------------- - - --•I W � -- T --- - - - - -- - - - - - -- � F, er-e-e -Main Distribution Bed Of Pipe Aggregate 1 Observation Pipe Permanent Markers (Anchbr securely) Plan View Of Mound Using A Bed For The Absorption Area r` Page q Of Perforated Pipe Detall 0 End View i Perforoted End Cop {" PVC Pipe Install permanent marker ' on c° � at end of each lateral Holes Located On Bottom Are Equally Spaced � Q S PVC Force Main P PVC Manifold Pipe Distri ution Pipe Lost Hole Should Be I Next 7o End Cap End Cap P z z Ft. Distribution Pipe Layout S 4 Ft. ' SEWAGE g(g� X Inches a�P�E pally Y Inches ditiv Hole Diameter 1 !y Inch Coy Inc Lateral 1 Inch(es) o ., P �► ��,pM� Manifold Z Inches p110 OFS Force Main Z Inches � p�VIS�O yf A GE # of holes /pipe RR E S p0ND Invert Elevation of Laterals q)-So Ft. rf Place lst hole Zy from center of manifold with succeeding holes . at LIB intervals. Last hole to be next to the end cap. Combination Septic-'Tank and PUMP CHAMBER CROSS SECTION AMID SPECIFICATIONS ' PAGE S OF 6 VE1JT CAP WEATHER PROOF JUUCT'IOL) BOX 'i "C.I. VEIJT PIPC APPROVED LOCKING FROM DOOR, MAWHOLE COVER wC1l{ 'dIMDOW OR FRESH wPARNItiIG L.N%EL. Ai ;k 1WTAKE IYMIU. C01.3DQiT i GRA I L -- 18 "KIN.\ --- -- - - -- IAILET PROVIDE I --- -- AIRTIGHT SEAL I I I II v APPROVED APPROVE ,.yt 8+1PFLCS A I I' I JO f - I I W /C.I. PIPE � Tank construction I II ALARM EXTEAl01fJG 3' DIAJ[+ shall comply with "I II ONTO 301.11) $O IL WT X IL LHR 8;3.15 and 83.20 b I I I oW C . tww G O ® z 0 CLC V . �� R — T . __J Q ,� PUMP -�� OFF NG D V COAICRETE BLOCK StiE G . 3" APPRWI RISER EXIT PERMITTED 0QL J IF TAIJK MAWUFACTURti`R HAS SUCH APPROVAL gE� SEPTIC E SPEC.IFICATIOKJS DOSE 'MtbItiJ�STgi21lJ P STI 1 w c, 3- q.` TAWK MA►JUFACTURLR: WUMbE:R OF DOSES: P L FL DAy TANK SIZE: L DSO GALLOWS DO5E VOLUME r ALARM MANUFACTURER: SlISTelts IAICLUDIMG 5ACKFLOW: GALLONS MODEL IJUMBER: CAPACITIES: A= �$ IMCHESOR 3O �' GALLOys SWITCH TyPf: MQTNz_ c,tz•Y B= Z IUCHES"OIt 3y G�►LLOA15 PUMP MANUFACTURER: tj1- C= 7 AKHES OR GALLOIJS MODEL MUMBER: 53 0= �� I o��OR ��6� GALLOIJS SWITCH TYPE: MOTE: PUMP AND ALARM ARE TO K MIWIMUM DISCHARGE RATE Z $' ° � GPM INSTALLED OW 5EPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEIJ PUMP OFF AUD..DI5TRIBUTIOIJ PIPE.. FEET + MIAIIMUM IJETWORK SUPPLY PRESSURE .. 2.5 FEET + 3 S FEET OF FORCE MAIN X F/ D Fi FRICTIOIJ FACTOR_. O' Sb FEET IO ...- TOTAL OtIWAMIC HEAD = �� 6C/ FEET Pump chamber DIAMETER — IWTERWAL DIMLWSIOWI OF TAWK: LEWCsTH ;WIDTH ;LIQU10 DEPTH �8 BOTTOM AREA 231= GAL /INCH AS PER MANUFACTURER = 11.cJ GAL /INCH co LU LU -W W HEAD CAPACITY CURVE a'�a 6 /4 25 cc 4 't�ts.l 53 -55 » SERIES _ m TOTAL DYNAMIC HEAD/ ( 4' /e FLOW PER MINUTE EFFLUENT AND DEWATERING m CAPACITY +` 0 20 HEAD UNITS /MIN —1 - Q 6 FEET METERS GAL LTRS6 11 /2 NPT = 5 1.52 43 163 m V 10 3.05 34 129 15 4.57 19 72 15 19.25 5.87 0 0 Q Z 4 } ::... J 10 I Q H 0 -� • 6�F F- 2 5 ze •o $ 9 l 0 I US 10 20 30 40 50 3 GALLONS LITERS 0 80 160 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Piggyback Mercury Float Switches • Available with special cord lengths of 15', available. 25', 35' and 50'. • Variable level long cycle systems • Alarm systems available. available. • Duplex systems available. Standard cord length - automatic 9 ft. Standard cord length - non - automatic 15 ft. SELECTION GUIDE M53/55 SERIES Control Selection 1. Integral float operated mechanical switch, no external control required. Model Volts Mode Amps Slm lex Duplex 2. Single piggyback wide angle mercury float switch or double piggybackmercuryfloat M53/55 115 1 Auto 8.0 1 or 1 & 7 switch. Refer to FM0477. N53/55 115 1 Non 8.0 2 or 2 & 6 3 or 4 & 5 3. Mechanical alternator 10 -0072 or 10.0075. 053/55 230 1 Auto 4.0 1 or 1 & 7 4. See FM -712 for correct model of Electrical Alternator, "E -Pak" E53/55 230 1 Non 4.0 2 Or 2 & 6 3 Or 4 & 5 1 5. Sensor mercury float switch 10 -0225 used as a control activator, with E -Pak (3) or (4) float system. 53 Series - Wt. 23 lbs. - .3 H.P. 55 Series - Wt. 25 lbs. - .3 H.P. 6. Four (4) hole "J Pak", junction box. for watertight connection or wired - in simplex or duplex operation. P/N 10 -0002. 7. Two (2) hole "J- Pak ", junction box, for watertight connection or splice. P/N 1D -0003. For information on additional Zoeller products referto catalog on Combination Starter, FM0514: CAUTION Piggyback Mercury Float Switches, FM0477; Electrical Alternator, FMO486: Mechanical Alterna- All installation of controls, oroteclion devices and wiring should be done by a qualified nator. FM0495; Alarm Package, FM0513; Sump /Sewage Basins, FMO487: and Simplex Control licensed electrtctan. All electrteal and safety codes should be followed in additiontothe Box. FM0732. most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserv saf f actor is engineered into t he d o f every Z pump. MAIL T0: P.O. BOX 16347 Louisville, KY40256 -0347 Manufacturers of .. . Z Z711 - Zli ff t../ SHIP T0: 3280 Old Millers Lane . 0 O (502) 778Lo 2731 /l i 1(800) 928 -PUMP , QUAL /7Y PVMPS FI#Cr ff ff " FAX (502) 774 -3624 r Wisr�orsin Department of Industry SOIL AND SITE EVALUATION REPORT Page N of 3 (A4 and Human Relations Divition of Safety & Buildings �. in accord with {LFi`� �� m. Code COUNTY w e. Zr. lx Attach complete site plan on paper not less than 8 112 x 1 irecvnancj , '�Of it,' size. Pla ust i ale , but not limited to vertical and horizontal reference point (BM), ''` r PARCEL I.D. # dimensioned, north arrow, and location and distance to neA44 road. � APPLICANT INFORMATION - PLEASE PRINT ALL I1�F,0$MATIAI "" , c REVIEWED BY DATE PROPERTY OWNER: PR"TY L tC Z� t pCTU S 88dfi $f 7)1/4 S Z 1 /4,S T ,N,R b E (orCW PROPERTY OWNERS MAILING ADDRESS < LOT # # SUBD. NAME OR CSM # z 4 a — CITY, STATE ZIP CODE PHONE NUMBER VILLAGE ®TOWN NEAREST ROAD wLLSoti, w I S qoz1 (71S) 648- 7.S16 epN a rVt_l_ty- Z. r* ST. [ New Construction Use [kJ Residential / Number of bedrooms 3 [ J Addition to existing building [ j Replacement (J Public or commercial describe Code derived dairy flow qSO gpd Recommended design loading rate � bed, gpdtft : trench, gpdIft Absorption area required 3_"LS bed, ft 3 S trench, ft Maximum design loading rate o - S bed, gpd$ o - lo trench, gpd/ft Recommended infiltration surface elevation(s) q - 1. O' ft (as referred to site plan benchmark) Additional design /site considerations " SQr-A�3 W \ M b'x q ' W& . II-1 UJ. l ' OF SVK,Ib F L Parent material �`rsS ov Nct_. R Flood plain elevation, if applicable tJ - ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for s stem ❑ S K U 0 S El O S ®U ❑ S o U EIS ®U ❑ S 1911 SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trent+ o•S o.b 13 _ $� [ Z `�Sbk M CS — O. S 0-6 Ground S d 61. O 5 '9 l00 0."1 GA elev. 6 w C*(th.Ly 0 1 a t S ft. 5 6 -b( 7.S `112- 3 1� - Depth to S 61 7 0 L 1'�' `1, R-3 Z (� Lk s r-- 0 - S - - limiting factor Remarks: Boring # mwo, J o Z� tcz S�\ z`�sb�c m'�ti cs - b, S u, 1, Z lb 3S to42 VnI - S1I Z S e. 6 MEN= 3 3S -S\( -,.sk tz Y/L _) , s ti 2 sit S d OM Ground elev. >-t •o ft. Depth to limiting factor 3S ' Remarks: CST Name: - Please Print Arthur L. W e e r e r Phone: 715 e Soil Testing & Design Service -P.O. Box 74 River Falls,WI 54022 Signature: ao Lt/v d. cl -Z Date :1JOU.30,L9,°14lCSTNumM00576 PROPERTY OWNER tvT S SOIL DESCRIPTION REPORT Page *2 � . of' 3' PARCEL I.D. tf Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed jTrench c. S - o. s o• l Z of - S l p `-f ti Y /6 S Zinn S bh tin v �>r C t.�, -- o S o• b 3S -S9 lll`11Z 3l 'F 1 se_� - w Ground 3 -►. S 412. � i3 c.r1 � wt elev. 4 ft. Depth to limiting factor 3 S" Remarks: Boring # f7 } Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) PLOT PLAN Page 3 of 3 SCALE 1 ,, = qr3 ' a cu�tv�R e4. q6.o two = 8 O� gap 3 . �t 1.0 B.2 L • o r is' � � I s 1 T ' V r d �,� - �.. tiuu.o� oN satr�c= � 99 s Pi��ot�► � b���t wk _____ Z1'� Q'C4�L►� �i1tOvM� � rJ bo �vo'T w�-►a tt�l' vl`t b\X"v 'T*ts mmrh X wL L 6, (715 ( 715 42.5 - 1400576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page X of 3 Labor and Human Relations Division of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY s c.R-%3�x 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 % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION eOW-t T - S E 1/4 -S �. 1/4,S T 'Lb N,R L b E (orc PROPERTY OWNEFr:S MAILING ADDRESS LOT # BLOCK # SUBO. NAME OR CSM # z9 8 Z10 Tli ST CITY, STATE ZIP CODE PHONE NUMBER [3CITY ❑VILLAGE MOWN NEAREST ROAD 1-A 31 %'_3 w I W ( S rtO1 -1 ( S) 698 -7-S IC. � v a � t_t_�` Z10 T* ST. (� New Construction Use (>I Residential / Number of bedrooms 25 [) AdditiQn to existing building j) Replacement () Public or commercial describe Code derived daily flow q SQ� gpd Recommended design loading rate ° � bed, gpd1ft trench, gpollt Absorption area required 3zS bed, ft 3 - 1 3 trench, ft Maximum design loading rate 0 - S bed, gpd/ft 0. 6 try, gpe2 Recommended infiltration surface elevation(s) CI - 1. O' It (as referred to site plan benchmark) Additional design / site considerations wlc�yr�� 8'u q-)' 10�& . VI L". 1 of- SR+W RL%t Parent material �-��' SS ov etz 't1 �-� Flood plain elevation, if applicable iJ - N . ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for stem 11 S ICI U 0S O U 0S O U [IS ®U [is ®U [Is 1$ SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bourtc ry Roots GPD /ft Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed T wd '& � ) c, -lZ o -S o.6 Z 1Z _Z7 to� , !3 - SL { Z `�3bk Na'�1� d - S - 4 - S 0.6 Ground 3 n SL 7.5- t 1y - S e(,6a. 0 sg �•� c�,�, _ °.1 ° �b elev. L4 wC*h1n.� y ft. 4 $1 -0 7. S `?t2- 3 Ly 7. z S113 _ . 5 Ow cl t � Ctti Depth to c� 6 l -"t 0 1 0`1 R-3 (, ` t s z 1 0� '� ► C S _ — limiting �, �u �b t✓seR factor — — — — — — — 5 'A i Remarks: f Boring # _ b . S u b { o=z� tio`ttz z.t2 Stl Z -�sb�c m'�'H CS - ` st { Z �sb k �h s o Z; ZD 35 ro ,1 Y!y — 3 3s -sy -,.syr� Y/L zlsycZ s)b st.) o m Ground elev. > oo •o ft. Depth to limiting factor 3S `' Remarks: T Name - Please Print Phone: Arthur L. We erer 715 - 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 River Fal1S,WI 54022 Signature: Date: CST Number _Z68 1�oU.3o �/ L9. �1 � °t 0 0 5 7 . y rf 6 r PROPERTY OWNER G % I," S SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. # Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Botaxiary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trey& S - 0-5 o 3 >: 4•p• >n > :::::: ;v Z 1 �l tZ Y /�, s j Z. sl�k v `�t�- c L.- - 0-S . :.. ....: of -3 S s c. l - Ground 3 3S -S9 111`12 3�� y z g/ � S I S c.l elev. $ ft. Depth to limiting factor 3 S" Remarks: Boring # 13 Ground elev, ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # 6:•.t �.r i Ground elev. ft. I Depth to limiting factor Remarks: SBD- 6330(R.05/92) PLOT PLAN Page 3 of 3 SCALE 1 "= y.0 ' a s� 4- COw►Zov�l � 46.0 _.. � eA-- ch 0 L o i ' � V 0- set 5 .- - 31' I�RbPo9�l 8.\ 10o.0 ow 50thk- ZL 99 — Z \�� @YOou� C�\2Q�►tv�� - O fJ Do �voT w►�t� tttT o�2 0 0 0 U 1�1�V. 30 ! yI ( ) 14 00576 �' 715 ?5 � 4 . (11 5 CST Signature Date Signed Telephone No. CST # EAU GALLE T.28N. - R.16W. �� 4� W E O/9➢7 Cbd CarorapNrx /.r. Se Cb-d. MN 56.10/ $ SAL �N See Page 36 s • Good- Charles Dale M�a[ylAnr 76.35 +9 Arthur Gnn Nich Anderson Moulton & aul & anis & St4e olas Peterso J Donld Makei Q Solum Gossel J 63 &K Widiker Joanne a L&L 7 52 a B OD ILL Alan Carey 60 HJelkmia Ziilmer J ensen & udith n•••r �„ m Timothy Dennis 1 J Kerr 95S - 76.47 140 1.. Moulton & Pamela & Ann BB 77.04 Rodel * & Alan & Anita & Anita o-- 36 , stave too Dobrenz i Rebecca 1 Dennis & Jasten Justen 120 novas, - 30 Ull NZ Debbie C &D 21 40 174.5`7 Timmerman Christine 35 " as ".N"° a W Hin 305 151.81 C50WAd 15 • TL sobora 94 D27 Birkett Hillstead Larr • Patrida Alice Halderson a Richard & Joan a Heebirdc Donald & Judith 21 JJ a�m lots 137.3 rr .4 5„ P vanw� yt Robert & Ridurd Na o a y w 7852 Rodel 8.2 40 Michael &Joy ' &HMielke la w# , o 150 Torgerson `• 15.5 David & Trudy I & Arthur Trapp Rmala 20 Richard Eu Gd lr orth 20 7 Ostlie 95 • L&N 1.150- Reinsch 97.75 it 3y 335 b0 al _ 11 l.rv6-shh 8 R ' 4. Heebink & a & 3 s Glenda Janet 19,86 Michael • Ter z i 31 Pere 36.73 Lrmd & Debra S M i k L 1 59 1 80 Terpwa, 40 36.76 Wertz Y a Laurence &Nancy Greg ' hl PAM asN� y Robert J Varhdien • Larson leranr 695 60 Hary � •� z0 Y Jr 39 Torgerso 40 etal 46 ; 30 Larson &Mary Lao 1 A wyrwah &Marvelltia 320.5 Peterson &allola Molly Chris & Arlene Donald • 2 Jacobson 44.75 Serier 92.5❑ I Mo., Olson Wangen &Judith 159.5 Walter 4 Co �F 40 79.88 Rodel & Dorene Estates 289.6 Randy & Sandra ur 897.4 • Jacobson /] Lora Ann Eldon & TN • 1435 ` R uette 58.85 Harry Esther 3E m m • Donald & crr-w 158.7 Kroening C&.8 Schwab Erickson v2 Wilma j; 4 Margaret • aa^r lames &Elinor Arnold t- 154.8] 320 120 Serier 60 Or,- 9.4 Rageseth : 4.7 Zi ego b 1V9 Nelson & Fam s Lelah $ 3r N Trust & x� 61.27 117 Rotand 150 ter-+ Johnson 100 40 60 1- : 38 R 19.79 80 Randy 50 19 R&20 M5 Kevin 70 Rotand • Telford z Everson 60 144.29 20 35 K e i 47 Janet Lund J ce 40 • & D&J Timothy Victor & K7�3Ina 54 Jon � ao x William N 40 a Mathison SK via 76 98.45 Elmer •e.N Trirlko 102.62 Mary o : &Jean B Elizabeth soh 80 Serier xr 7M>d�xr 19.,75 -to oao� s &ts � G Peavey Stone t7 Lee 40 DK Jon De Farm Inc Gloria Rangy R 7a a JLre t % 1 John 142 & sa ar Glen & Herma erry v .< Chapin Roqueta 40 62 NN 30 leaum 152.07 Phillips John 97.25 +1 3 Hensley Johnson Dennis Ducky th rea� ri+ 9 fic, 80 No Rebnn Patrida Donald Rand. Ly& scan 230.43 • Lavern N 140.$ Zi 3 gnego 4l O0 True 79 Larson Ern 100 B-.9 -r 77.67 Earl &Mary 40 & sheila � W ayne& 3 «S 3205 . tlei +0 90 116 a Giezendanner Geda • 69 &Alice Ia.eplane �rdah 04 hR Leslie Eldon g Bruin& 11 7 76 a x 4 Bertelson 50 H 425 88.73 Lin 1005 &Cynthia R Erid�son George of F.au &BAnn 146 24.1 a q - eurt : Garlend Lys,,,,& 2. & 78 Ramberg 1 40 Duane Stene & Grace cane W Paul Mary • Maria+ lj ; Richard a Celia & Lucinda Lokken 36.5 & Bend & ri9tson 40 u Swanson 64.5 Gedatus 40 .9 fi 200 ©don Duane amil e0 David Da,ala & Pamela 3275 • Sharon eu " p 11 ie[ks 9 Bauer Ramberg 80 & Luanda Trust sands Pedluna wiuiam lr • Harrah Teng Lee °G j 9 LE etat Bauer 60 ° 142.59 Hansen Anderson h Fregine 80 AN 19t- etE �C.a 'C Robert ames & Lorayne sc 40 77.5 i 102.75 40 81.5 240 Godwin I 131 r & Johnson Clark Batho 140 Verlyn & Patricia 41 79 �Randnd D & s 3b 40 rothy %.75 75 20 Fa de J Anderson 40 74.82 Leroy 80 • & Beverly 1 7�. 1 n 31 Donald Jon Johnson w 110 James & o Carey 945 Di 80 Larson $0 Svsan Thompson Merdu 19 Linda Wayne & • n Walter & Thomas &Janet Marilyn N Bauer 54.49 Sturtevant Josephine 40 80 1 Albri • Sandra Ellefson Jacobson Chaaries Donald 5 ud d s Orville RC 132 ° 80 9tson BO Fenstra 8o Bentley Larson 4x- 30.72 tS Gerald Larson 4e � r&rw Robert -x Verlyn & Milton i Tray & Kenneth iv DV Rev [,ivin & Ka Berkseth Pauida & Namy • Trudy Dewitt Delmar & jean Scott & p 1 120.75 & w.49 Trust g Hovde 1— K & 84148 sell :He ,� Kielmeyer Ziebart ro Kristine 6 O I- 212,64 Donald 59.43 Barbara 60 120 Steven Brian 120 y7 80 7 x ° 10 g` caN ro 29 & n -6 Larson & Peggy ; (,edatus b y Lyle & Sonja 95 Nichols Lucille 2 Douglas Lynum • 2 190.5 • Gunderson od 46 Quam W ern e r OrvJlle Michael k. Orin ohn & Linda z9s Richard & 306.28 • & Darlene Score Schlegel i 115 1 279.1 L&A zo i • Weber Marlene S& Martha Peter&Sheran � • Lien 101 40 � 25 0 60 Wdtman� 3wt Z eZ Bauer 80 40 a 99 stanaies y : W.Yne& Paul Adolph Dennis sD Laura PE lashes & P.uida ^ o 1 6 10 3o s70eM i �"e Nelson la Ruch &Shirley 1010 Friedges 29 10 M.&.d- 30 Jeannette Jorm • ° 40 4p 40 Roche Dl DierhJ & J z9 Li 115 111 real 91 40 a..6.. m dty Rebe Borah 29 R__ s0 J L velk 40 Pax 60 _ eai� Mc 4o R&) a John & )oAnn old Don & iane r 98.5 lerane 0 Hs w&I & RWk X > y 23 170 Bnulow Wildwood &e Lavelle .Anderson Hazel E l s 73 e John & Bernice GaviC • 150.25 78 : 8 32 Hardwood v M Ec ats 60 , View Inc Davis � Berger 120 Corp 80 80 • acnTr u R� 9euce & /udidh r Barnes 81.5 James " 3 71.04 Leonard Brooke Daryl & Steven & Jon A r t hur 63 a Kent & Ann Merth Marjorie & K 80 Family Trust Jacqueline Anderson & BmMa J nnh Irvin 4 40 Rudesill Gibbs a SL 7. 75 120 Prosser 80 80 KeA -" • 100 o , K r V a" a 110.56 110 E d Ridherd Tyrone Roger & Clarenc�e Harry w i 40 4025 Batty ? & Audrey Hai an • t8 5 3 Marsh Ottinger Terry BEI 40 & Harley Blue Y Falde ^ `>� • epb 40 B o & Mary o ierce 40 +0 Lansing swah6arh e<al o rag- k loamy 20 Anderson 100 2200 2 2300 Bo � ` 5i H°nO." �S 139.2 Pierce County 25)0 2 ) 27C McMillan _J_ Electric Purina Dealer DEISS & NUGENT FEED _J11 Company COMPANY, INC. PRECISION ELECTRIC MOTORS Bulk Feeds • Liquid Fertilizer & Chemicals VPF Spraying Service (715) 273 -5066 or (800) 924 -0233 400 Best Road • Woodville,Wisconsin 54028 i East Ellsworth,Wisconsin (T 15) 698 -2488 •Pax (7 13) 698 -2297 18 S'F CitO1 X C.OUN SEPTIC: 'TANK MAINTENANCE A(,RI,I�MCNT AND J OWNERSHIP C EIRTIFICAT'It )N FORM Owner/Buyer _R- j:I n g t r U V e. O n t u S Mailing Address 2 7� t h st (, (s� t�J� S'�j &2 Property Address (Verification required from Nanning Department for new constnrction) City/State �� /s4 n i J Parcel Identification Number LEGAL DESCRIPTION Property Location .5 L '!,, SL- ' /,, Sec. r T � y N -R W Town of G� __ _.... , Subdivision _ __.. Lot # Ctertitled Survey Map # , Volume Page # Warranty Deed # S_ `l_�_ _ , Volume ,Page # Spec hottsa C3 yes 2 no Lot lines identifiable Ll yes 0 no unto W" use and maintenance of your septic system could result in its pnenuttitre failure to handle wastes. Proper maintenance corrals of pumping out the septic tank every three years or sooner, if needed by a iicewsed pumper. What you put into the system can affect the rdnedon of the septic tank as a treatment stage in the waste disposal system. The ptnperty owner agrees to submit to St. croix Zoning Department a certification form, signed by the owner and by a .I0V=YM= plumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposai system is an proper operating condition "or (2) after inspection and pumping (if necessary), the septic tank is less than 113 Rill of sludge. lam. 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 Si, Croix County Zoning Office within 30 days of ft three year expiration date. 22 ta ) _ SIGNATURE OF APPLICANT � �� DATE QlKM CE,., n .FICA TT I (we) certify that all statements on this form are true to the best of my (our) knowledge. l (we) am (are) the owncr(s) of the property described above, by virtue of a warranty deed recorded in Register of needs Of ice. SIGNATURE OF APPLICANT $ l 3C1, ? I DATE Any information that is mis represented may result in the sanitary pernut being revoked by the Zoning Department. •••�•• •• Include with this appaicstloti: a stamped warranty deed from the Register cf Deeds offi(:c a copy of the certified survey map if reference i made in the warranty deed i 59842G, ':ATHLEEN H. WALCH , RC-0STER OF DEEDS +3_oc_tlmentNum _ QV IT CLAI Q UO aT. CROIX CO., WI RECE .ED FOR P.ECORD ' wl Virgil Gedatus quit - claims to Richard Gadatus the following described 02- 26-1999 10:00 AM real estate in County, State of Wisconsin: QUIT CIpIM DEED EXEMPT I CERT COPY FEE: , 'OPY FEE: ,y ; TRWtRFER FEE: ' RED)tDINE FEE: 10.00 PPLES: 1 o r RscordirgA. ea t Name and Retum Address _ P j Thomas A McCormack 740 Main Street , 9aSjwen. YJI 54002 r ` V — �r 008- 1039 -60 (Party! Identkficabon Number) Commencing one chain East of the North West corner of the South East Quarter of the South East Quarter of Section Thirteen in Township Twenty-eight North of Range Sixteen West. And thence running Easterly and s I parallel to Section lines a oistance. of two chains and twenty-three and one had links (2.23 i4 j. Arid thence running South a distance of two chains and twenty -ffuee and a half links (2 23 % ). And thence running Westerly �- and parallel to Section lines a distance of two chairs and twenty -three and a half links (2.23 'h ). And thence running North a distance of two chains and twenty-three and a half links (2.23 'ii) to ?tie place of beginning, < containing half of an acre of land. . rA , ; j l ' i 1 ! Y ' `# l This not homestead ro rt Dared this d of P PE Y l � Y � -- - i JL "ltrgil G_ .ittis 3� AUTHENTICATION ACKNCst?VLVrr4MENT S+gnature(s)_ ^` STATE OF WISCONSIN ST. CROIX COUNTY ° -- - -- ---- __ - -_- Pemnafiy came before me this ,day of b K authenticated this day of 19 L r)t '' LA/ t the above named Yt►gt to _ —. Y _ r,e known td be the person(s) who exe�_-jted th8 frrEg>Q ent and ackrowledce the sane type of print name signature ` f b tf I type or Print name !i TITLE MEMBER STATE BAR OF WISCONSIN Notary Public St. Croix County, Wisconsin.. (If not, _ by coinmissioq is permanent (If not, state Expiration date authorized by ' 706 06, 1N�s. Slats J - -_�� r I gi THIS INSTRU%4ENT'NAS GRAFTED B" - Names of persons signax� in ar.y capacity should be typed tx r ' Thomas A. McCormack p a below their signatures j Sakiwin, WI 54002 1 ' t -' - ;.rx- :•. :i•K -. r`o'rs,.rn.�a c urn r. A Rod Eslinger From: Lepak, Gary T [LepakG @mai101.dnr.state.wi.us] Sent: Monday, September 27, 1999 9:25 AM To: 'Rod Eslinger' Subject: Richard Gedatus Rod I had to call Joe Stang back to let him know our findings Unfortunately he expressed a need to assist you with the survey Sorry about that GTL P.S. Just got off the phone with Mr. Gedatus Explained our conclusion last week How the Spring Valley dam is now eliminated this morning (stream is at least 30 ft above the top of dam) And how the property owner is normally responsible for the survey & analysis. ( Roger H's $2000 est & 30 days didn't sit very well with Mr. Gedatus) Mr. Gedatus stated that the 1942 flood was experienced by his dad. It would be at least 20 if not 30 feet below the bldg site. Based on that info & the plumber statement of 30 -40 ft above the stream It looks like if the county can provide relative elevations between stream & the building site, Development should be able to proceed If Mr. Gedatus has any questions he should be contacting you GTL W la 1 i � W Ip I T t - o � c s IIII s o v o o o _�..�.._ fj a m R G N � a m � I F � p N ri 0 p n I� �N � A G S o x � � s D 0 f F �l V✓l ��� ��� � �vl �"I �7f O c� � 1'Vl . r. D 1� W wy T F / S� CC:) -7a � r 10 � u 3 Tf cz I 1 i J 0 g I i I s I Q _ (� I vV r Microsoft TerraServer Image Page Page 1 of 1 IMAGE SEARCH i a 80 km E of Minneapolis, Minnesota, United States 22 Mar 1995 Map i AL Ow 1 Zoom 91 C3 i Detail, 2 meters ` VY^ i NOR 91 III 9 = V ' ZOOM r 0 1 200yd At Photo courtesy of the US Geological Survey. Center Lon,Lat= 92.25777,44.90081 Running Time 10 ms Time 9/24/99 10:03:26 AM to 9/24/99 10:03:26 AM �i �bi j t �or s� R. M COMM STOlRI4GE'TR'K ] irk 1998 -1999 Microsoft Corporation A11 rights reserved Terms of us Autos - Buyer's Guide - Computing - Entertainment - Games services: Small Insider - News - Personal Finance - Real Estate - Shopping Small Business - Sports - Travel - Web Communities Web Events - Women Air Tickets - Buy Books - Buy Music - Buy Videos - Chat - Do Your Taxes UICk links: Downloads - E -cards - E -mail - EncVclopedia - Free Games Get Online Go Shopping - Maps - Movie Times - Sports Scores - Stock Quotes Do it Today on MSN. TV Listings - White Pages - Yellow Pages Stay in touch with FREE Hotmail -from search any PC with Internet access. the Web: other searches r ' http:// www. terraserver.microsoft.com/image. asp ?S =11 &T =1 &X= 1396 &Y = 12430 &Z= 15 &W =0 9/24/99 l • C I o 49 74 . - 55' 1/0 117 1 T .- , 1 i it o I l oo l � I oP VF o_ 18 i vy �it � CNn� S/ oa . _i � �v �AG _ o 108311 .. Y45� OSc. �NOI•( • 1173 11139 1 II r - � t iBrdokvill �, � I 2 ;� 0 _ I a97 A- � ��• [OLD" 0 l - _ A sa/ �� — -- pp _7, �� d� 3hYlNtnti X I0 49 71 W /2 xii 5 49700oom.N V mo �p 1139 Q� . \, ° Ku -• 44 ° 52' 30" 17 j 7 55 0 INTERIOR -GEO GICAL SURVEY. RESTON. VIRGINILA -gym 92° JJ _-:J7 .... 59 �E 15 . J ' ROAD CLASSIFICATION 1 MILE � Primary highway, F Light dutyr acrds'O �ET ;fiar surface m I � ' � � � � � � � 4t vel it TT �0 � ildwood .1218 1158 . Q C, 1232 5 | |1390 000 rssr /552 o `— T O --- ~ x,npoc � hedbythe (�aokog� SCALE 1� 24000 Geological ... Natural History Survey MN 1000 0 Iwo 2000 3M 4M 5M 60()0,. 11 7 F 0-291 CONTOUR INTERVALIO FEET� ""A it MILS, ,GEODETIC VERTICAL D � --..--.—_'---' _._'—.----_-_— � • ¢` ' State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES West Central Region Headquarters Tommy G. Thompson, Governor 1300 W. Clairemont Avenue George E. Meyer, Secretary PO Box 4001 WISCONSIN Scott A. Humrickhouse, Regional Director Eau Claire, Wisconsin 547024001 DEPT. OF NATURAL RESOURCES TELEPHONE 715- 839 -3700 FAX 715- 839 -6076 TDD 715- 839 -2786 October 4, 1999 1 Vi Mr. Rod Eslinger , Zoning Specialist F , St. Croix County' 1101 Carmichael Road Hudson, WI 54016 SUBJECT: Richard Gedatus Floodpio I etern igation., St. Croix County i Dear Mr. Eslinger: This letter approves the building site for Richard Gedatus as being outside the regional floodplain. To establish this fact, a review of the property that is located in the SE of the SE of Section 13, T28N, R16W of Eau Galle Township was completed. Panel 37 of the St. Croix County Flood Hazard Boundary Map (FHBM) has an approximate floodplain that doesn't properly show the limits of the floodplain. The floodplain mapping could be reduced to show a more realistic floodplain limit. Also reviewed was the USGS Baldwin East Quadrangle Topographic map. This map shows an elevation difference of at least 20 feet between the river channel and the building site. Based on your site elevations, it was determined that the building site is over 30 feet above the Eau Galle River. A conservative estimate of the regional floodplain is between 10 and 15 feet above the river channel. Since the floodplain area is only a FHBM, St. Croix County can proceed at this time with issuing permits for the development based on the site review since it is the best available data. The County could consider amending their floodplain maps to include this new data. A new map for this area may look like the attached. Since St. Croix County's maps are nearly 25 years old, a countywide update to the floodplain maps should be considered. Some counties have successfully used the land records initiative to also update their floodplain data. Let me know if St. Croix County is interested. Changes to the flood insurance mapping only occur when the changes are submitted to FEMA and their approval is received. Mean sea level will be required by FEMA. Once approved, FEMA issues either a Letter of Map Amendment (LOMA) or a Letter of Map Revision (LOMR) depending on the circumstances in each case. Flood insurance in mapped areas is generally still needed until FEMA issues one of their letters. Actual reprinting of the FEMA map may not occur at this time, hence the LOMA's or LOMR's indicate changes to the map. Sincerely, ary , P.E Lower hippewa Basin Engineer c Eunice Post - St. Croix Basin Bob Watson - WT /6 Quality Natural Resources Management Through Excellent Customer Service Yi W a3 v h h cr o r! eh W Q O W a do � Q Q m �g -- ° a ac r � 4a a C= a �- o C.2 a Cc cC � cc ac � Q Z C 0 Z 5t OCD p $i p C � J J aa.. fi 0 z 7 W b W J W W C v O o z w m < \ V c Q ui zd Cc x Q U Z � o Z o Cty. Rd. N W 1 C d a W O ZONE A 3/26/76 t� H &137 1 49 74 � 1 1 j 00 7 p - -� . e /r. (, j \.... �'.. � j 1. -�... �•` � ��- v �J 1 ° - -- I ° • lll3 � Y 1 7 18 , , i velP,�E, .0 /726 t 7 1173 ", .! — t II \.�.= --�.•� _ 1 39 t !Br okvill a , • ,-- 4972 1700 �'� i f j i ' V1 J 6 r ; v 11.301 ___ CIL I/52 , �,.�� .. ° / l _ 19 Y j 11 4971 •. i � ... —„.. 175: �"1 l ��_ X/ IN t 1179 \ 1 .� // 7 _ o /q9X} \ 5 55 17'30" 557 0 INTERIOR— GEOIOGICAI SURVEY, RESTO RGINIA — *ID7] i 44 52'30" 559000m{, 92 ° 15' r MACE ROAD CLASSIFICATION '0 Primary highway, Light -duty road, hard or 0 6000 7000 FEET hard' surface improved surface I KILOMETRE Secondary highway, hard surface Unimproved road......____ 1929 WISCONSIN Interstate Route 0 U. S. Route O State Route T i T TYTY YTIT T i AT YY��w • 10/04 10:45 FAX 1 71 83 9 6076 DNR WCR [1001 . State of Wisconsin \ DEPARTMENT OF NATURAL MOUIiCES West CeutrA Region Headquarters Tommy G. Thompson, Governor 1300 W. Clairernont ox 001 George E. Me er Secretary PO Box 4001 i; Y > retar Eau Claire, Wisconsin 54702 -4001 MDEPTOF Scott A. 1Yumrickhouse, Regional Director RAL RESOU RCES TELEPHO 715- 839 -370 _ Post -ie Fax Note 7671 Date A) pages October 4, 1999 pro ,,, Mr. Rod Eslinger , Zoning Specialist C d $ CO, oJDepk CO. St_ Croix County � # �3 1101 Carmichael Road Phone # Hudson, Wl 54016 F°" # Fax # SUF ECT: Richard Gedatus Floodplaim 13eteri inarion, St. Croix County Dear Mr, Eslinger_ This letter approves the building site for Richard Gedatus as being outside the regional floodplain. To establish this fact, a review of the property that is located in the SE of the SE of Section 13, T28N1, R16W of Ektu Galle Township was completed_ Panel 37 of the St. Croix County Flood Hazard Boundary Map (FHBM) has an approximate floodplain that doesn't properly show the limits of the floodplain. The floodplain mapping could be reduced to show a more realistic floodplain limit. Also reviewed was the USGS Baldwin East Quadrangle Topographic map. This map shows an elevation difference of at least 20 feet between the river channel and the building site_ Based on your site elevations, it was determined that the building site is over 30 feet above the Eau Galle River_ A conservative estimate of the regional floodplain is between 10 and 15 feet above the river channel_ Since the floodplain area is only a FHBM, St. Croix County can proceed at this time with issuing permits for the development based on the site review since it is the best available data. The County could consider amending their floodplaini maps to include this new data. A new map for this area may loot{ like the attached. Since St. Croix County's maps are nearly 25 years old, a countywide update to the floodplain chaps should be considered. Some counties have successfully used the land records initiative to also update their floodplain data. Let me know if St. Croix County is interested. Changes to the flood insurance mapping only occur when the changes are submitted to FEMA and their approval is received. Mean sea level will be required by FEMA. Once approved, FEMA issues either a Letter of Map Amendment (LOMA) or a Letter of Map Revision (LOMR) depending on the circumstances in each case. Flood insurance in mapped areas is generally still needed until FEMA issues one of their letters. Actual reprinting of the FEMA map may not occur at this time, hence the LOMA's or LOMR's indicate changes to the map. Sincerely, i ry , P.E Lower 'hippewa Basin Engineer c Eunice Post - St. Croix Basin Bob Watson - WT /6 Quality ]Natural Resources Management Through Excellent Customer Service FAX ST. CRODC COUNTY ZONING OFFICE 1101 Carmichael Road Hudson, WI 54016. (715) 38641680 DATE: TO: Fax Number: Name: l a e kvk e K.-or L-- FROM: Fax Number. 386 -4686 Name: I Number of Pages Including Cover Sheet Z IF COMPLETE AND LEGIBLE INFORMATION IS NOT RECEIVED, PLEASE CONTACT: NAME: P A a. ct1 n TELEPHONE NUMBER: 7c s - 3q Ca 4 1Ca t - 0 I