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HomeMy WebLinkAbout022-1010-60-100 C o CD ° a) d 0. t o E N a 3 I o ~ d w ~ c I 0 0 I [r N N C ~ o I C Z ~ LL C =p N Q C co z H co W O O z r W y 00 w a m v z N c t9 ID o z d a FZ- N ~~ww O o ~ N N q`~ Z Z O N co d N ` j ~I~l d p a M w Lo d V O N _is oa L z~ jl'~~~~ ' d w ce; O O O •rv ~aaa r1 a ° Cl) O (n Z O in J U 'a rn rn z o o 0 o C) C O E Lo O co V r 'p d Q Cr? N M O C c.. O 3 a c Q H E o c o CO C Nc a N N 0 0 Q 0 N N I'i L O' C Y N T C ttl ~ In 0 _ C C c 00 C _ (O C ° co v ! co ° u Z a~ ° (o H N N C C a 3 E Z' < t • yam,' O O > 0) 0 co O N H (n r/~ m a t a CL • a m 2 d c `1~►1 ` c c - N ~ O ea o~ 00 4) ~ o I~ 0 I O CD N ~ n O ~ d C 0 y O q I h I m o a`•i iv I C Z c •y ° LL o 3 ~ aUi a I Q v 3 I I 3 Cl) y z N co W O ~ ~ I E a I co d m H W v z c 0 c z oza v ~ ~ N m N Z E M c •WWI L O 0 Z Z O o N _ Z E N N t0 O C CC ~v 0 co 0 CL C%l CL tn An 0 a s .n g N v O ! E 4) bA zr> zo tr- •►v ~aaa y O N Cl) U) J V IZ rn CY) z° cc 'V o o 0 _I t c ° o _ E m y ~ n. I C) _ O G~ ~ d Q fn N I °o y 5 E 0 M 04 CO O C Q ` Y N N O W C Y O C C 4) Co - Li c co m to H *0 C~ r O 41 .c • O O Y ~ ~ O Z C ~ 4C (A O ~ = I II G •V .i C L3 3 STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER /14tq t~~ ADDRESS 'V ~y SUBDIVISION CSM SD~ 3 LOT ~ SECTION . T .2~N-R_lf W, Town of ' G. ST. CROIX COUNTY WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM-/ .c sSUµ~ /G~4 weY r ;7 5-0 2 pu~~ ~ O N N - - ~ ~ C ~Cd H OY! -7 ~z • r :f Or r r s INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. c I BENCHMARK: L.S nzZ ALTERNATE BM: SEPTIC TANK / PUMP/ CHAMBER / HOLDING..TANK INFORMATION Manufacturer: eteh;- Liquid Capacity: Setback from: Well House Other Pump: Manufacturer ~S Model # Gv,EQS Size p Ii Float seperation rJ Gallons/cycle: / lI Alarm Location /l.~QPit! ;SOIL ABSORPTION SYSTEM Width: Length t1j Number of trenches _ Distance & Direction to nearest prop. line: 39 / G✓• yew Setback from: well: 20 House Other ELEVATIONS Building Sewer ST Inlet. y] (e i ST outlet PC inl-et 9 7 ,3 PC bottom Pump Off Header/Manifold - Bottom of system e) i Existing Grade e(~ Final grade DATE OF INSTALLATION: 1.1/ 12 f3 PLUMBER ON JOB: ~Nr LICENSE NUMBER: 3 a- 9 INSPECTOR: 3/93:jt LQA-a;PA;,,MMAQg#NIC.4.28.IWIVATE SEWAGE SYSTEM County: La Human Relations INSPECTION REPORT ~ Sa O04Buildings Division (ATTACH TO PERMIT) Sanitar mit . _0ENERAL INFORMATION Permit Holder's Name: ❑ City ❑ Village J l Town of: State P an I o.: CST BM e Insp. BM Elev.: BM Description- Parcel Tax No.: i, . Id , D~ _ s~al0i: ,G TANK INFORMATION ELEVATION DATA A9300273 );kjj1 Q.3 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark (oS Dosing a *3,14P, Aeration Bldg. Sewer Holding St /Inlet TANK SETBACK INFORMATION St/w Outlet Vent irito ntake ROAD Dt Inlet TANK TO P/ L WELL BLDG. A Ar Septic NA Dt Bottom 80,'3Z! Dosing NA W48 4W / M n. 3 2 Aeration NA Dist. Pipet Holding Bot. System PUMP /'StMOMNFORMATION Final Grade Manufacturer clriand `r S.~ Model Number GPM ~~J,~ TDH Lift Frictio $ysten~ 5 TDH 3. t Loss mead [Forcemain' Length v? Dia. 2 " Dist. To well SOIL ABSORPTION SYSTEM ;DI 0< BED /TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS 7 ~Q SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of CHAMBER Mode Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, ersons resent, etc.) ,ter tOS~ ` (97,~ LOCATION: KINNICKINNIC.4.28.18 4 1 II'll n, ~7 ~•/L~ `tr 9 iw0 3,~r /70r~~ /Ill! two le- f f to,, 7 39~(97 7sj• for thher ey side for additional information. 710(R 05/91) Date Inspector's Signature Cert. No. v ADDITIONAL COMMENTS AND SKETCH _ SANITARY PERMIT NUMBER: ±47.- )CP c -t r ~ i V i r - i SANITARY PERMIT APPLICATION =®ILHR In accord with ILHR 83.05, Wis. Adm. Code COUNTY r~ ~ine.wm.n~ 1 C9 ST_ .v~ STATES ITARY ER VIT ch complete plans (to the county copy only) for the system, on paper not less than ❑ -Atta 8% X 11 inches in size. heck 11 us application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION ,t►.C Y4 E %4, S Tom-,; , N, R If E (or) PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # 57F /4 4,'5- CITY, STATE ZIP CODE PHONE NUMBER OR CSM NUMBER o6Pr 7 S 0; 2:3 .7,75 11. TYPE OF BUILDING: (Check one CITY NEAREST R/OAD ) ❑ State Owned VILLA =W RF: GE ; M ~ n LG /7~ ❑ Public ❑ 1 or 2 Fam. Dwelling- # of bedrooms ; PARCEL N B III. BUILDING USE: (If building type is public, check all that apply) 2Z fl7l r,, l J40 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 40 Church/School 80 Mobile Home Park 120 Service Station/Car Wash 60 Hotel/Motel 9 ❑ Office/Factory 130 Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. D New 2.E] Replacement 3. ❑ Replacement of 4.0 Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ~1 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 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 REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION y.rlp 375- . s 8 9S. D Feet Feet VII. TANK CAPACITY Site in gallons Total # of Prefab. Fiber- Exper. New istin Gallons Tanks Manufacturer's Name oncret Con- Steel glass Plastic INFORMATION App Tanks Tanks structed Septic Tank or Holdin Tank Fl Lift Pump Tank/Si hon Chamber "foo Oa ~s Z 1__ Vlll. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plum is Name (Print): Plumber's Signature: (No Stamps MP/MPRSW No.: Business Phone Number: 'r Z9 g Z~~ 7 f 365 umber's Address (Stre t, Ci , State,z p Code): /3" ,.p = 3't/ 0- 2.3 IX. COUNTY/D PARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater [Date Issued Issuing Agent Signature mps) c~ ❑ Approved El Owner Given initial Surcharge Fee) Adverse Determination I- _~z X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revi,_;o ns to this permit must be approved by tie permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Perr-nif Transfer/Renewal Form (8130 6395) to be ,submitted to ;he -.ounty prior to installation. 5. Onsite sewa, e Fys!e;ms must be property rraintai ,~-u. The tank:,G) 7 be k'urnpf.~-t# by a licensed pumper wheriev r necessary, usually every 2 to 2 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. tl. Type of building being served. Check only one and compi:~te 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 in 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 request- rn ##11 VII. Tj-jk- iinf. r'... Fii! in the c:apal, ' o' ever-_, new 2:sdii~r e/! C talk list the g<$llw'-, inumber of tanks and i 'ani,'a_1orer's name. prQfab or C;onslt uc t•Ad ,no tank Mdi`.iitil (-inns to for all septic, puwp/s:f),-,wl and holding tanks for this t, Check ~;ial approva; tanks eceived eAperime tat prod,.i,'A approval fri, in DII_li9 VI#l RgsponS!b!Oty statement. Installing plumber is to fill in i?~me ~i~ri5u nwnber w!.h ae)oropriaie prefix (e.g. fviP, etc.,, d jress and phone number. Plumber mw t Ala-. application fcrin. IX. County/(.)vpartment Use Only- X Cniinty/De partmen! sl f Only. Comp!ute plans an ~e i.^cations not irla'ler than 8'12 P !nit t ` be su r; fitted to t.,,f, co!..<rty' The t;•;_« is, mi., A include t°'c follow"og: A) plo' 'ti'n. dra'.~ Caig or .Oth CQ.t etc?~" ,4 ~"v'!e~S91(ari~. }iCn of iu -lk~`; or other tt e,3 lnp.ll ,_ii1din3 ''f'ait voter service; Stie'--v'?s and i zKCS, purnp of Sikh}:,;? twill(,,, distrlbl.ltwn t7l-~ti.~-S, sc. ? ';~t!!ln ~-Y,;temT rs (r,i ~:,rrient system and the 'oca6cirl of the bu. ~ served ; 'r t f a ?IE v,0: .n rr-f''r i?+`.e =;;?G!ni,:; G) cornpiete specitications for pumps and controls, dose voiurne, ';:uvation differences; fr ictic.?n 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 :~urcl rges fr.;; a num~,:,r of regulate lr ,C'T`, E'S which can effect -,f - oiindw ter. The monies :.ol!Eected thrCUgh these s _ l charges are orc qi rnd- watei contarrrination investigations and establishment _ ~an:~ards, SBD-6398 (R.11/88) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations September 20, 1993 201 East Washington Avenue P. 0. Box 7969 Madison WI 53707 ULBRICHT & ASSOCIATES ROBERT ULBRICHT 655 O'NEILL ROAD HUDSON WI 54016 RE: PLAN S93-03097 FEE RECEIVED: 180.00 VAN BEEK, ALMA NE,SE,4,28,18W TOWN OF KINNICKINNIC COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Since 7~ / 1/j &/,7 Peter E. Pagel Plan Reviewer Section of Private Sewage (608) 266-2889 SBD-7997 i R. O V91 E - .7 U,5 PROJECT TND EX SH"ET 019NER : V,,q rV /34!E~K 71S - 7.5 7 :CDT` LESS : - ~~w f/ 3✓~ R o f3ERT.S , 4~ ► $ S yb •t.3 SITE LOCATION: ?,f e or= 50 4eW 5 NE %y, %y, SEc . ~ TZBN, rf Gv . Tb4J.v o f krN-~rck~:vvi'C' PROJECT DESCRIPTION: ST: C-Ro (•x Co vA.) ry NEW Go,3STleucT►o~ FOR -A- Us V e t> . W~St Flow - H S 0 c, &-i S v►'U ~Lc~-~ T- SthSo~n~ly ShT~R~'rEv z = S A L ,q ro •v v E u ri u•v, C. J'I o v a D S y s r t S R o O's t PAGE 1. PLCT PLAN VF WS PAGE 2. MOUND CROSS SECTION & SYSTrM PLAN VTE;J S PAGE 3. PIPE LATERAL 11AYOUT PAGE 4. DOSIYL'T OR SIPHON CHAMBER CROSS SECTIONS PAGE 5. PUMP PERFORMANC', SPECS OR SIPHON SPECS S93-03097 PLUMBER : SPG~ o DESIGNER 10g s. G P~0 9c olv RUSERTW DATE: p UMRIC r 01160 Yp A Hut t SIGNATURE: } O~QPR O~P~S e G ~.,t % ~ . . . { y~,M ~t'`~ `ic 33 c5% `S 131 -1-op ~F Nit//, /~.4sE aF 2-,d Gvool~ FED Pasr :yr N tv. " PRaPt~Ty coRtiER ELE t//tTiO~ = /o D. D 8 D ,4 c R t s { 9Z 97o' 97 ° ' 38 ,o 0 39 - _ PROPOSED 7-3 z y5 0~~ B3 I 0 3 ~3£D2iK Ifv.yE U,jL) fSTURRt D a ~ Gu/ W. O, o,tr of L saute. SIDE S ~ fi the area Z5 f f. Now fhe downslop a ed9a 01 111 9y ,4 - NEIV 00 Soll Aso~pllon system must remain uudisivi d. p N~sT stpt,1 rut~,es Co,uc,PETE c~ . ,vow ?00 457-4. P,t'celts r Pv~+r c-ti q.~,N3E~ R S93-03097 aaE gYSOA IN s~ Own o aµ p oRaN Sc~c.L : ~ 3~ aE"~ °F' $ ~N0 + 1 OEPA O A S CE V = ~ Xi'S T~ ~ y' 9iP~4DE E /E v~4T~aN$ SEE C C" f r l 0 f 5 I A) V &R 7- of - y .4 Tc IlP,,l 15 9V _ LEU~j Ti'O~J S '17-0p OF ROCK j rQ 'l Pap - Of Top of 1-71 ~IAT-EP6LS Synthetic Covering Distribution Pipe Medium Sand S G y STEM _ H • Topsoil F 9 00.0 3 ' S L F- V ATk 01,3 'Y. Slope UJI115eR Btu y Bed Of iN CForce Main Plowed 7 9. Aggregate Layer 0 0 1,0 Ft. Cross Section Of A Mound System Using E 1' 3 Ft. A Bed For The Absorption Area F • VO Ft. • G 1.0 Ft. 1bc area 2 li. WOW the boslop dgc 01 111 A g Ft. H I s Ft. Soil Abso S sic i (c Wish B e Ft. K /o Ft. L Ft. • O j Ft. T 1 2- Ft. ,h ~ OiPCE i'!it%,tJ W 29 Ft. 3-03097 a ~ Oi e, k L Observation Pipe K i A 0 01, - ' N Distribution Bed Of i i ` Pipe Aggregate Observation Pipe Permanent Markers y ~ pv~ c~tPPED sfE~~ ,Poo,S . Plan View Of Mound Using A Bed For The Absorption Area DAic y lvAS7E (-1040 y~'o P Xy S / T~t%3/E O ' l ~~'oPos~o ~3~ts A-L y~ x t i Z J= 9~o SO. r77 C / 30 Page -Of • VOID. 110)1VMG 'j,"ok `r a~= 2 Svc ~'oRt-~ ~Vlw« /4S T ale Perforated Pipe Detail &P,ely-AT Fot° I/iil.d hE V/1C v ~q i ~•ow /Ld View )Perforated End Cop) • ~\c y,. PVC Pipe i. ~ Hohs Located on Bottom, Art Equally Spaced R 1i Q PVC ( Manifold Pipe Distribution Isr Pipe Hole Should Be ~~/Ow fo~ Z Next To End Distribution Pipe Layout P Ft R y 1111oz , roe 5 ivtw^1(5 130 Fr of Z ?rr(r, x y~ Inches ~~gY--- Y 4/2 Inches S Hole Diameter Inrk-, ateral Inch(es) L e 5%04S Manifold " Z Inches A p FDA p,Nfl GS, ~ arcs Main Z Inches R ' of: holes/ Pipe /2- ~MEN~ pF 1N~ E~ ~ DEPP►R ~w`5, 12- Invert Elevation of Lateral-l?'-5 Ft. s s93°o3Q97 • DiSTR030'rtCi,,13 J)%5G1- A.W2GE ~ZATE FOR E,4~C F{ LATERAL PAr- ©Ti.S { • TOTAL -Di s7RIV3url0Al V SGHARG E R,*,Te FvR , tvE TwO R K 0 Mi►J :2 J~tIwI,MUM Ft CA D z E.s * Pz 1 A 0 471-. U G- FOP, I N 1 tir r'J M f S C 41 ,'O~ 1P Ge 0 F PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS P4 E ~f p/C j VEWT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE COVER JUAICTIOW BOX W/ 41A.4,00,06' 1AACI ~ 25' FROM DOOR, ,12"MIU. -I WINDOW OR FRESH AIR INTAKE I GRADE 4" MIW. I 7/O N vet y'/1Afl~ I C/" ~ ~ IB" MIU. 9y-7S COUDUIT c,E~,~fi Gni 11~ _ Fells PROVIDE I ,LINLET AIRTIGHT SEAL I III / r I v f ~fi ~f I III APPROVED JOINTS APPROVED JOINT / A INy I 1~ I (I I i W/C.I. PIPE W/C.2. PIPE /nA I III ALARM EXTENDING 3' EXTENDING 3' to ICJ I II ONTO SOLID SOIL ONTO SOLID SOIL b y B b I (qq'~ 1 I I - ~ 3• G / I I ow 'ELEV. FT. j PUMP OFF t-t '(AN K 'gep pia !s BLOCK qo RISER EXIT PERMITTED 0IJL9 IF TANK MANUFACTURER HAS SUCH APPROVAL SPECIFI•CATIOUS S93-03()97 SEPTIC f DOSE GUEE/l5 CU tJC~PtTt ~O (DUMBER OF DOSES:. PER DAy TANKS MAIJUFACTU0.ER: U C) Pclr /iZ TAWK SIZE' GALLOWS DOSE VOLUME Z2 1311 L 1J~f_ ALARM <fd INCLUDIIJG BACKFLOW: - - GALLONS ALARM MANUFACTURER: : TD. IJ - I CAPACITIES: A = /4'5 INCHES OR .30 O GALLONS MODEL WUM'%ER SWITCH TYPE' M t `_vR r F l4/, T" B = INCHES OR 3` GALLONS • Zn4 INCHES OR 1.3 ~ GALLOWS PUMP MANUFACTURER' I D MODEL `jIJM5EP' q -7 ' ~Z I J p= INCHES OR 33 GALLONS SWITCH TYPE: PIGfr6ltClk M~RCURy rlOfT NOTE: PUMP AND ALAI'.: ARE TO BE INSTALLED OW SEPARATE CIRCUITS MIW1MUM DIS HARGE RATE 3 GPM $ -;A,y~ S~~CS VERTICAL DIFFERENCE BETWEEM PUMP OFF AND DISTRIBUTION PIPE.. FEET ~ ~ Of" P~ 2.5 (CAC,(.,, + MIMIMUM METWORK SUPPLY PRESSURE . . . . . . . . . • FEET 340 FEET OF FORCE MAIN X Sy Fyo FTFAICTiOW FACTOR..? ' FEET "oA I C /~•.3' ~ 1 _ TOTAL D9WAMIC. HEAD FEET . JPGU~D ~ Of IWTERRIAL. DIMEW•.10QS OF TAIJK: LEAI&TH -;WIDTH - -~LiQUIG DEPTH ONSITE SEWAGE SYSTEM 66adilioaa4 APP DEPARTMENT OF IN IABORDANO S RE TiONs DIVIS Q SEE CORRESPO EN E Performance Submersible Effluent Curves Pumps METERS FEET 30 100 I _ I SERIES: 3885 SIZE: 3/4" SOLIDS . ' ; 1.._..- _ L.. RPM: VARIES j ( i I 5 GPM 80 - 1`4 . 5 FT z---r- _sy i _ i 1 - - - - • . I = 20 70 i - U ~ ly I I Z I I Q 40 0 S' I I ~ 10 i I ' JI1031 20 I i I ' i II I .....j_ ......._.i..._ . .._..t.... I_.... i... - I 0 00 20 40 ' 60 80 100 120 140 160 U.S. GPM 0 10 20 30 m3/h FLOW RATE [qGOULDS PUMPS. INC. WATER TECHNOLOGIES GROUP SENECA FALLS NEW N10M 13148 METERS FEET SERIES:3885 120 SIZE: 3/.' SOLIDS 35 RPM: 3450 S j 5G 110 k PM 100 5FT 30 90 o I i _ w 25 80 - - - --1--- - , i U i 70 I a 20 z 60 - ~I 0 50 15 Qy. i.. z_.. I i I I O 40 - j - ' i I 10- 30 ....G _ ......i 20 I 1 5 f L_..... I._... a - - t : 10 0 00 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM 0 10 20 30 m 3/h CAPACITY Flteclive July, 1993 1993 Goulds Pumps. Inc. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U S.A. 038853.150 W, S, HEAD CAPACITY CURVE R~. TDH C w • 30 TOTAL DYNAMIC HEAD CAPACITY PER MINUTE EFFLUENT ANO DEWATERING SERIES 53-55-57-59 97 137-139 183 185 M LTRS LTRS LTRS LTRS LTRS 28 _1.52 163 248 394 231 231 EFFLUENT AND DEWATERING 3.05 129 216 300 231 231 4.57 72 163 242 227 227 26 SEWAGE AND DEWATERING 6.10 104 136 223 227 \ 7.62 30 216 223 9.14 206 220 24 . 12.19 172 206 \ 15.24 125 191 18.29 57 161 ` 114 22 21.34 \ 24.38 53 MODE L % MODEL Lock Valve 19• 24.5 26 ss e7 20 163 \ 165 TOTAL DYNAMIC NEAUICAPACITY PER MINUTE SEWAGE AND DEWATERING \ SERIES 267 288 2D2 281 293 18 \ \ M LTRS LTRS LTRS LTRS LTRS \ 1.52 408 386 492 681 \ \ 3.05 227 273 360 598 16 4.57 76 163 238 511 ` 6.10 30 125 401 7.62 268 14 \ \ 9.14 163 292 10.67 227 \ 12.19 174 \ 1 13.72 106 12 \ 15.24 45 \ MODEL Lock valve: 16 2r 2s 35" 53 10 I 293 MODELS \ 8 137 139 6 MODEL 284 4 MODEL MODEL 268 282 2 MODELS I\ 53, 55, MODEL MODEL 57,5 9 97 267 ~ALS LITERS 80 160 240 320 400 480 560 640 650 FLOW PER MINUTE P.O. Old Millers Lane Ma.wfacfurers of . ®ELLE/~' O. Box 16347 Z (502)1778@2 31 tuCky 40216 `QUA[/•~Y PUMPS ~HCE ~i7i~i7 to 0! W HEAD CAPACITY CURVE 3 7/6 6 1/4 MODEL "98" 4 5/8 6 I. 3 5/8 8 m f2 ,.E u I 0 4 3/16 4 10 L - 1 1/2-11 1/2 NPT 5- 0 U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PEP nI:rIUTE I EFFLUENT AND DEWATERING t CAPACITY 12 HEAD UNITS/MIN "I FEET METERS GALS LfRS 5 1.52 72 273 10 3.05 61 231 31 15 4.57 45 170 ' 20 6.10 zs 95 - ..1 3 5/16 f - 1 . • Lock Valve 23 CONSULT FACTORY FOR SPECIAL APPLICATIONS r Electrical alternators, for duplex systems, are available and a Mercury float switches are available for controlling single and `i supplied with an alarm. three phase systems. Mechanical alternators, for duplex systems, are available with or • Double piggyback mercury float switches are available for r. without. alarm switches. variable level long cycle controls. SELECTION GUIDE ` 1. Integral float operated 2 pole mechanical switch, no external control required. "j Standard all models - Weiht 39 lbs. - H.P. 2, Single piggyback mercury float switch or double piggyback mercury, float 98 Series Control Selection switch. Refer to FM0477. i) Model Volts-Ph Mode Amps simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.0 , 1 or 1 & 7 - 4. See FM0712, for correct model of Electrical Alternator, "E-Pak". N98 115 1 Non 9 0 2 or 2 & 6 3 or 4 & 5 5. Mercury sensor float switch 10-0225 used as a control activator, specify D98 230 1 Auto 4.5 1 or 1 & 7 - duplex (3) or (4) float system. 6. Four (4) dole "J-Pak", junction box, for watertight connection or wired-in sim- t'. 'ESS 230 1 Non I 4.5 2 or 2& 6 3 or 4& 5 plex or duplex operation, 10-0002. 7. Two (2) hole "J-Pak", for watertight connection or splice. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, FM0514; All installation of controls, protection devices and wiring should be done by a quali- Piggyback Mercury Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, }fed licensed electrician All electrical and safety codas should be followed induct- FMO495; Alarm Package, FM0513; Sump/Sewage Basins, FMO487; and Simplex Control Box, ing the most recent National Electric Cods (NEC) and the Occupational Safety and FMO732. Health Ad (OSHA). 893-03097 ? RESERVE POWERED DESIGN For'unusual conditions a reserve safety factor 's d1nigineered into the design of every Zoeller pump. i MAIL T0: P.O. BOX 16347 Loulsv f',, KY 40256-0347 Manufacturers of . ,dE1LE~P ` O. SHIP 10 3280 0 Millers Lane ~ Loe+syiili KY 4U216 QUAL/7Y PGMPS ,~NCE /9.r"9 (502) 778-2731 0 FAX 1502) 774-3624 - DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION HUMOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 7969 N WI 3707 HUMAN RELATIONS. (ILHR 83.09(1) & Chapter 145) LOCATION: K. NO.: SUBDIVISION NAME: -9-E v• jf~OT NO.: BL 1-0 N : TOWN HI P/Mv: 1C_ 516 1/ /T Ir/R d E (o G .r COUNTY- OWNER'S/911* I'641A111E~ ` MAI ING ADDRESS: 7F 4,4e xx - 37s > DATES OBSERVATIONS MADE . ROF I LE D ES RI USE J~3 PTIONS. ER O ATION TESTS. NO EDRMS.. COMMERCIAL DESCRIPT I ON: P New ❑ Replace x RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: ME] rEME] DING TANDED SY EM:(optional) O S ou S DU ❑ S U U , tm If Percolation Tests are NOT required DESIGN RATE: If any Portion of the tested area is in the under s. ILHR 83.0915)Ib), indicate Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) .3 'e B- , y B- Z o 6, es ~3 G/ A/ " 1 w B- 3 3Z V ex 5P ~A~ .9 1,el 4Z it B- 3 3 7 i B- PERCOLATION TESTS 70- TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATER INCH ES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 P R D P_ O Z ~ I 2 / P- P 2 c 30 211 P-1 -1 p Z o 7 7 P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and p rce t of land slope. SYSTEM ELEVATION - I a 93 ---f ~ ~ sc .rein _i! ~ /5~~,, t E Jar 0, .SM.._. - 3 70 1 yl(Z.3 j r~ Af 4.4 Owwl av r~ ~ss~6l~. I, the undersigned, hereby certify that the soil tests reported on this f f~ e e accord with the pro dures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of t t correc e e of my knowledge and belief. NAME (print [}A. ESTS WERE COMPLETED ON: Uorl PWk Teater z Plumber o~ [CENE P j 3 ADDRESS: ~~~1► ROW S` RTIF A N UMBER: PHONE NUMBER (optional): RO IEW, WIMI N 54023 " STS I COUNTY ZONINGOFFICE DISTRIBUTION: Original and one copy to Local Authority, Property O S it l~s er - DILHR-SBD-6395 (R. 10/83) -OVER . --'J TI DNS -)R COMPLETING E(`115 - S BD - 6595 To be a compl e _ ! accurate your rel)oit €nw 1. Complete legal 31;; i)n; 2. The use section n' early .n ether this is dice or commercial project; 3, MAXIMUM nuint ?r as r ccamrnercial use plain d; 4. Is this a new or re lac S. Complete the suitabi A SITE IS SUITA -E FOR A HOLDING TANK ONLY IF ALL OTHER SysTEN/ i % FOUL IJT BASED ON S~- ONDITION a; 6. PLEASE use the r aL 'oJons shcawn here foi- writing ile descriptions and completing the plot plan; 7, MAKE A LE _ .''n accu, rtely locatirrg yrx r Ic cations. ,Drawing to scale is preferred. A separate she,-, f if des S, hake sure yr ,end v - . cal elevation reference point are clearly shown, and are permanent; 9. Complete all xes as to dates, names, addresses, blood plain data, percolation test exemp- tion, if approl 10L If the info rich as fl( - ' -lain, levation) does not,-, y, place N,A. in the appropriate box; 11, Sign the to-n l_'~ce your cu - fress and your cer;= ' -ion number; 12. Make legible copies and distribut as required. ALL SO L TESTS MUST BE FILED WITH THE ~ LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Se,, s a F; T -ymbols st - Bedrock cob Sandstone gr _ira,, (under 3") LS L in ,tc ie ~s - d IIGW L idvvater cs Perc - W Rate rnre,d s - P,le' a ..:nd ter 1's F' Bldg E r a is LoG; iy, -Loam Br"t r? >sil - Silt L.oanr < si yi, Gr G' L Y )w scl - ,y =.'Flay sicl S_ , Cl , Loam rr o_ Ies so Sandy Clay - V sir, Silty Clay few, fine, faint , ~c Clay c - common, coarse pt Peat rnrn - Many, rnediurn m - Muck d - distinct: p prorninen,. HVVL Nigh vval ,,1 r~'Xtures 'Zt±rfact : t 'isposal BM - 1', c Mark VRP R Point TO THE OWNER: This soil test report is the first step in secueing a sanitary permit. The county or the Department may request verification of this soil test in the field prior to permit issuance. A cop.taplete,set of plans for the private sewage system and a permit application must be submitted to the appa'rSo a1 ;UR401-~ A~ djj%tt!=0 obtain a permit, The sanitary permit must be obtained and posted prior to tqe 5tVt f, Pi}7 i~riStCi ci rlva: 1 DEPAR`CMENTOF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION 'LABOR AND PERCOLATION TESTS (115) MAD,soN WI 5390; HUMAN RELATIONS' (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWN HIP/ M}1PalE+l?bS!TV LOT NO.:BLK. NO.: SUBDIVISION NAME: N/R 8 E (off` I/ y /T I No 4, 1 COUNTYOWNER'S °""Fm^'^ 4AAd • MAILING ADDRESS: C//Lm ~ ~ 7 ® 3 USE kkgo- - "N' 7 DATES OBSERVATIONS MADE NO EDRMS.: COMMER IAL DESCRIPTION: P R I NS: PERCOLATION TESTS: Residence 3 -r 7 New ❑ Replace 3 c~ 1 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND•PRESSURE: S TEM-IN-FILL HOLDING TANK: RECOMMENDED SY EM: (optional) U S ❑U ❑S U OS 21U ❑S U If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate I Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO ROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. I HES TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- 0 6 _4 .3 t~ B- B- 7- 0 as y3 G~ 1 w B- 3 3•- B- .37 ?7-d ex ~V~ - JP "Zo 4Z IP :&1r B- c - PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER L VEL-I CHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P RI D 1 P RIOD 2 P R PER INCH P- Z Z 3 P- P- i 2 c 30 ' 2 P- P- 2 Alm -e- 0 7 7 y P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are th hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and p rce t of land slope. SYSTEM ELEVATION , 7;31 - , ~W s« c Y i ; a I 3 7o _ , CiN f ~ ' n a _ ro ~ 2p" ~eS_T• ` Cear"N atC,~ _.~c J It V ~ t t 1 4e-- d r I, the undersigned, hereby certify that the soil tests reported on this f e e accord with the pro dures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of t t correc e e of my knowledge and belief. NAME (print ' G(aC11J(. C}+rp/C ESTS WERE COMPLETED ON: Ucens" Perk Tester i Plumber fi P j 3 ADDRESS: pity gh 34 SE RTIF A N UMBER: PHONE NUMBER (optional): R0_ - S, WISCONSIN 54023 r1fuliv ST SI A COUNTY T E: ZONINGOFFICE DISTRIBUTION: Original and one copy to Local Authority, Property O S it lrys er 4R-SBD-6395 (R. 10/83) -OVER - CERTIFIED SURVEY MAP LOCATED IN THE NW 1/4 OF THE SE I/4 OF SECTION 4, T28N, R I8W, TOWN OF KINNICKINNIC,ST. CROIX CO., WI. I PREPARED FOR: LAVONNE BOVEN KERK HI14 CORNER SEC. 4 (1-112" IRON PIPE FOUND) W N ~ o co O1N H. nN N89044'18"E 667.40' g ~ 0gb M ~ g N89'44' 18"E 619,16 z; a' LOT i _j - 3.49 ACRES (152, 347 SQ. FT.) p N 3.01 AC. EXC. R/W to (131,119 SO. FT.) N v e w M 2~ 3 v qg~• QCJ ~Q'• !Ij o Z h 5 ° v 5 Q W- F- ' Q. J• a• z• w z a NOTE: BEARINGS ARE REFERENCED TO 3! ti THE N-S QUARTER LINE OF w ° ¢ SECTION 4 (ASSUMED). N10 O to O O N y O 2 2 O= SET I"x 24" IRON PIPE WEIGHING o~~,'~~•®~ I~~MI 1.13 LBS. PER LINEAR FOOT. O _0, f S 114 CORNER SEC. 4 ' (l" IRON PIPE FOUND) ` JAMES M. WEBER S - 1804 SPRING VALLEY 1 WIS. Su stages SCALE 1 s J 0 JAMES M. WEBER S-1804 DATED THIS 3P~ DAY OF 1 9 9 3 . 0' 50, 100 200 SHEET 1 0 F 2 93- 139 THIS INSTRUMENT DRAFTED BY J.W p DESCRIPTION A parcel of land located in the NW 1/4 of the SE 1/4 of Section 4, T 28 N, R 18 W, Town of Kinnickinnic, St.Croix County, Wisconsin, more fully described as follows: Commencing at the S 1/4 corner of said Section 4, thence N 0005'26"W along the N-S quarter line a distance of 2176.80' to the point of beginning; i Thence continuing N 0005'26"W along said N-S quarter line a distance of 456.54' to a point on the centerline of C.T.H. "N"; i Thence N 89044'18"E along said centerline a distance of 667.40; Thence S 55025'06"W, 809.74' to the point of beginning. Contains 3.49 acres subject to C.T.H. "N" right of way. Also subject to any and all easements, right-of-ways, restrictions or conveyances of record. i Note: Parcel shown on this map is subject to State and County Laws, Rules and Regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office for advice. a. SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St.Croix County Subdivision Ordinance and under the direction of Lavonne Bovenkerk, owner, I have surveyed, divided and mapped the above described parcel of land and that this map is a correct representation thereof. Dated this 3ra, day of 1993. rr rr -~-m - + JAMES M. James M. Weber S-1804 S E1BR WEBER LAND SURVEYING SPRING VALLEY Wis. i Q SHEET 2 OF 2 ,+~'i~~0 ""~~~•'~G~~~i, 93-139 S U Rv r SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER/ T ADDRESS: FIRE NO: k~~114, LOCATIO ~1/4, SEC.'' N-R~~J_W, TOWN N OF: ST.. CROIX COUNTY G~~?SCi'; k-1 O ' vofg, I& ~ 4s~5~ SUBDIVISION: LOT NO. 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 septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system: St. Croix County residents may be eligible to receive a grant to help with the cost of the replacement of a failing system, which was in operation prior to July 1, 1978. St Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to the St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating 'condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification from will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned have read the above requirements and agree to maintain the private sewage disposal system-in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification form must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: DATE: St. Croix County Zoning office 911 4th St. Hudson, WI 54016 .1 • STC-100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. ,Should this development be intended for resale by owner/contractor,(spec house), thenla second form should'be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property a=yc/ Qr o Location of•property 1/4 '1/4, Section , T2e N-R2'_1W Township Sd6 ~t3 C d c~``~ c ; Qa {~l y lrx Mailing address , Address of site r subdivision name Lot no. Other homes on property? yes No Previous owner of property Total size of parcel 9 121r ~ Date parcel -was created e 9.3 'Are all corners and lot lines identifiable? =Yes No Is this property being developed for (spec house)? A-Yes No Volume and. Page Number C2&H as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION i(we) -cer`ify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of County Register of deeds as Document No. signature of applicant Co-applicant Date of Signature Date of Signature Y' DOCUMENT NO. STATE BAR OF WISCONSIN FORM 2-1982 THIS SPACE RESERVED FOR RECORDING DATA WARRANTY DEED J 506431 103$pACE 76 VOL X(VO~11k h~. ~dV~v►l~y~~ ,wo kI 13ec"d for Recora SEP 3 0 1993 conveys and warrants to G1 k) oC 1.45r~ P • p n ~ts~ rr! t~ RETURN TO the following described real estate in r1 County, State of Wisconsin: Tax Parcel No: n y~. l0 1 I~ ~SU (--f ~S C r y -4 GS G G r 2,1-j J Ur d h-, u V ~cx- ~UG~ 3Sr ~ ~ This / i0 homestead property. (is) (is not) Exception to Warranties: , 19 Dated this day of so (SEAL) (SEAL) l~Z2 e d Yep eC` k (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ss. Stfy Croix County. authenticated this day of 19 Personally came before me this 30th day of September , 199-the above named LaVonne Boyenkerk TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to k~vbv~rtltdbe.the~person wh executed the authorized by § 706.06, Wis. Stats.) fore ng~instrumen3 ac le. THIS INSTRU ENT WAS DRAFTED BY .1 James C~! Consiell:, Notar Public Stfq CY'olxCoI, nIy, Wis. (Signatures may be authenticated or acknowledged. Both My C0 rrf3issi t1 is`Qf'' qt. (If not, state expiration c4 0 are not necessary.) ~i date Z:1 20, 1997 Names of persons signing in any capacity should be typed or printed below their signatures. SB2 NTF 0021 WARRANTY DEED STATE BAR OF WISCONSIN Nelco Tax Forms. P.O. Box 10208, Green Bay, WI 54307-0208 1 Jennifer Shillcox From: Jennifer Shillcox Sent: Wednesday, May 03, 2006 2:15 PM To: 'Todd Schaefer' Cc: Robert Bezek; Alex Blackburn Subject: RE: Schaefer Setback Reduction Request - May 2006 Dear Todd, I have reviewed your site plan and since your property isn't vacant, it doesn't qualify for a waiver to reduce the road setback pursuant to Chapter 13, the Land Division Ordinance. As such, your only other options are to: 1) Place your shed in a location that meets the platted road setback (100 feet). 2) Apply for a variance to construct the shed within the road setback pursuant to Chapter 17, the Zoning Ordinance. The cost to apply for a variance is $800 (nonrefundable) and requires a public hearing with the County Board of Adjustment. The next deadline for submittals is June 5th, with a hearing date of July 27th. Please be aware that when requesting a variance, you have to meet the statutory criteria for hardship, which basically means that you have to prove that you have no other compliant building location on your property due to unique physical characteristics (such as steep slopes, wetlands, or lot configuration). If you have space on your property where you can build a shed that meets the setback requirements, then you don't have a hardship. 3) I'm not sure what your timline is, but it might be in your best interest to wait a few months. I understand that our staff is going to try and amend the ordinance to allow setback reductions on properties such as yours, which will likely happen later this summer or fall. I I hope this answers your questions. Please feel free to contact me with any additional questions or concerns. Sincerely, Jenny Shillcox -----Original Message----- From: Todd Schaefer [mailto:toddschaefer@gmail.com] Sent: Tuesday, May 02, 2006 8:38 PM To: Jennifer Shillcox Subject: RE: Schaefer Setback Reduction Request - May 2006 Jenny, Would you please review my attached letter and map to let me know what my options are? Thank you in advance. Todd Schaefer 715-749-3008 Home 715-222-3029 Mobile todd@todd-schaefer.com -----Original Message----- From: Alex Blackburn [mailto:alexb@CO.Saint-Croix.WI.US] Sent: Tuesday, May 02, 2006 12:48 PM To: Todd Schaefer Subject: RE: Schaefer Setback Reduction Request - May 2006 Todd, 1 Contact Jenny Shillcox at 386-4680 or you can reach her by e-mail. Alex Blackburn Saint Croix County Zoning Specialist -----Original Message----- From: Todd Schaefer [mailto:toddschaefer@gmail.com] Sent: Tuesday, May 02, 2006 12:34 PM To: Alex Blackburn Cc: Robert Bezek; Jennifer Shillcox Subject: Re: Schaefer Setback Reduction Request - May 2006 Alex, There are no existing structures on the property other than the house. The items on the map are possible locations for the garage. I would like to start the process for a variance if that is my only option. Please let me know how to proceed. Thank you, Todd Schaefer On 5/2/06, Alex Blackburn <alexb@co.saint-croix.wi.us> wrote: > Todd, > I reviewed your letter and map and it appears that there is already a structure on the property. This setback would have to be reduced with a variance. Jenny Shilcox can help you with processing that application. > One thing to keep in mind is that a variance requires a hardship and the board can only grant the minimal amount of relief necessary to relieve that hardship. > We are going to try and amend the ordinance to allow setback reductions on properties that have structures. The earliest I anticipate these amendments going to the Planning and Zoning Committee and then to the County Board for a vote is this Fall. Talk with the County Board member from your district and let them know your concerns, they are the people that ultimately vote on these amendments. > Alex Blackburn > Saint Croix County Zoning Specialist > -----Original Message----- > From: Todd Schaefer [mailto:toddschaefer@gmail.com] > Sent: Monday, May 01, 2006 6:16 PM > To: Alex Blackburn; Robert Bezek; Jennifer Shillcox > Subject: Schaefer Setback Reduction Request - May 2006 > Hello, > I have attached a letter explaining our setback reduction request. > Please review this letter and let me know what steps need to be taken > to reduce our building setback on our property. > Thank you in advance. > Todd Schaefer > 1153 County Road N > Roberts, WI 54023 2 Jennifer Shillcox From: Todd Schaefer [toddschaefer@gmail. corn] Sent: Monday, May 01, 2006 6:16 PM To: Alex Blackburn; Robert Bezek; Jennifer Shillcox Subject: Schaefer Setback Reduction Request - May 2006 I L Schaefer Lot Schaefer Setback drawing - May 200.. Reduction - M... Hello, I have attached a letter explaining our setback reduction request. Please review this letter and let me know what steps need to be taken to reduce our building setback on our property. Thank you in advance. Todd Schaefer 1153 County Road N Roberts, WI 54023 715-749-3008 Home 715-222-3029 Mobile todd@todd-schaefer.com i 1 Todd & Selena Schaefer 1153 Cty Rd N Roberts, WI 54023 Lot 1 of CSM 9/2688 Computer #022-1010-60-100 To Whom It May Concern: Section 13. l OB.ROAD SETBACK REDUCTIONS of the St. Croix County Land Division Ordinance identifies the specific standards that should be maintained in order to receive relief from previously approved setback standards. I do not believe these standards should be as prohibitive as written, but understand that they must be correctly administered even if it were agreed that they were not written as intended. My following comments are proposed as a discussion to ascertain staff's opinion of this ordinance provision and receive an indication whether they would be in support of a waiver request or would support a proposed ordinance amendment. I would assume that a waiver could be requested to seek relief from any section of the ordinance including standards for road setback reduction. I have had some discussion with a variety of individuals who followed the amendment process and it is my understanding that the recent reduction in setback standards was a result of a comprehensive re- evaluation of the County's setback provisions. The amendment was largely a result of a push from citizens and Towns that felt that many of the older buildings should be allowed to expand. Many of these structures were placed on the property in suitable locations but were often 70 or 80ft from the right of way. So under the new language these structures can now be expanded but not a newer structure that was erected 100ft from the right of way because it probably has the setback mapped this is not logical. I believe the revised setbacks were intended to more accurately identify the minimum buffer needed to provide safety and a suitable driving environment on the roads in St. Croix County and was not intended to be that dependent upon whether a previous setback was mapped. The potential aesthetic result was not a significant consideration because that is a very subjective topic. I am of the opinion that the revised setbacks are now more suitable as evidenced by the consistency with state regulations on roadways much more significant than County Road N. There is a potential to create confusion amongst landowners, builders, and inspectors if setback reductions are not adequately administered, but with a little bit of effort from all parties this does not need to be an issue of concern. It also makes sense to protect adjoining landowners if they had planned the layout of their property by taking into account other building development in close proximity. However, if an adjoining landowner is not affected there is no other logical reason to continue and enforce an incorrect perception that a 100ft setback is necessary. The new ordinance language prohibits nearly all reduction requests in order to protect a small number cases were 100ft is still logical. Please let me know if there is any additional rational that was the basis for this ordinance section. In addition, this would not be an issue if it were not for the County's policy to require that setbacks be placed on the recorded rnap. Many communities do not require this action and therefore simply apply whatever rules exist at the time. My current request along Cty Rd N will not create any confusion and will not negatively impact adjoining properties. The area is relatively undeveloped and there are no adjoining structures in close proximity. In fact the close platted property will be immediately adjacent to the west and will include a 5011. setback when approved. The placement of my proposed structure will be more consistent with the future adjacent landuse and I believe therefore should be approved. Staff likely has more important issues to deal with, but I would greatly appreciate your full attention to this item when time permits. 02Z C- 4- 1\67 4 1 d- 4 I I I I n to I ~ co iO >C i t w Z I o d I I ~ I CD ~I .....L, J 1 I X I vl \O y J \I I I X 'o Ul I I \ I \ o