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Home My WebLink About030-1092-50-000 (2) \ I 1960 Wisconsin Department of Commerce ggC~~ nn REPORT Page 1 of 3 Division ofSafety a i3uiklings in accoi anceFdltFICW F5"Adm. ode A.C.E. Sal & Site Evaluations County Attach complete site plan on paper not 1M than 8' 11 inci sizgg,, an t St. Croix p$j}~(prl),e0irfio~ include, but.gpt limited to: vertical and t>pzontal ref rence percent slope, scale or dimensions, north arrow, an location and distance to nearest road. Parcel I.D. 030-1092-50-000 Please piftlLell in=w tio. CROIX COUNTY Revi y Date Personal mfamabon you provide may be used for pffposes P(Privew Law. & 15.04 (11 D~ Property Owner Property Location Kim D. Erickson Govt. Lot SW 19 SE 114 S 31 T 30 NR 19 W Property Owner's Mailing Address Lot Block Sub Name M# 1199 McKinley Dr. City State Zip Code Phone Number _f City Village Town sorest Road Kinl Hudson WI 54016 (715) 549-5424 St.Joseph Mcey Dr. 0~ 0 New Construction Use: ✓_I Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial drift Flood plain elevation, if applicable na 1611 General comments and recommendations: Recommend installing for At rad or mound system with 6" sand lift. Construct system on 89.50' contour. 4V e z - eS wt a Boring # Boring Pit Ground Surface elev. 87.34 ft. Depth to limiting factor 58 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 1Oyr3/3 none sil 2fsbk mvfr as 2vf,f 0.6 0.8 2 10-22 1Oyr4/4 none sil 2fsbk mvfr gi 1vf,f 0.6 0.8 3 22-38 1Oyr4/4 none sl,ls,s 2msbk/Osg mfr cW 1vf,f 0.6 1.0 4 38-58 1 Oyr4/4 none sl 1 csbk mfi cw - 0.4 0.7 5 58-76 1 Oyr4/4 f2f 7.5yr5/8 sl 1 csbk mfi - - 0.4 0.7 H#3 consists of an unsorted mix of 2msbk 1 Oyr4/4 sl, Osg 7.5yr4/6 Ifs & Osg I Oyr516 s. a Boring # _j Boring 01 Pit Ground Surface elev. 86.75 ft. 46° in. Soil Depth to limiting factor Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fsbk mvfr as 2vf,f 0.6 0.8 2 10-26 10yr5/4 none sil 2fsbk mvfr gi 1vf,f 0.6 0.8 3 26-46 1 Oyr4/4 none sl 1 msbk mfi cw 1vf,f 0.4 0.7 4 46-92 1 Oyr4/6 f2f 7.5yr5/8 sl,ls,s 1 msbk/Osg mfi - - 0.4 0.7 H#4 sists of an u ed mbc of 2msbk 10yrM6 sl, Osg 7.5yr4/6 Ifs & 0sg 10yr5/6 s. g/L Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L Effluent #1 = BOD 30 < 220 Land TSS >30 <1 qbp CST Name (Please Print) Signatu . CST Number James K. Thompson z - 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, ons , WI 54020 12/122005 715-248-7767 Property owner Kim D. Erickson Parcel ID # From 030-1092-50-000 Page 2 of 3 31 Boring # Boring 4+' Pit Ground Surface elev. 90.45 ft. Depth to limiting factor 51" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none sil 2fsbk mvfr as 2vf,f 0.6 0.8 2 16-35 10yr5/4 none sil 2fsbk mvfr gi 1vf,f 0.6 0.8 3 35-51 1 Oyr4/4 none si 1 msbk mfi ew 1vf,f 0.4 0.7 4 51-74 10yr4/6 f2f 7.5yr5/8 sl,ls,s 1 msbk/Osg mfi - - 0.4 0.7 H#4 consists of an unsorted mix of 2msbk 10yr4/6 sl, Osg 7.5yr4/6 Its & Osg 1 Oyr5/6 s. ❑ Boring # Pk Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Descripton Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Coke Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Ez~si krce/,'ne /c/J I<li 7 Erg uE'sv, ,/o y~. S w~'f/ Se%y ~c , 3 1 cJ. SE . Joe. , IL S~oPe e~-, - ale 8 2 _ 5'd - - Sy - _ $90, 4 e loos. As444 w-ed a 1W 6u,•ldPno, S;6e . ~ • T o •~st ` U grey PJC Cpnd~c:~• ~6 rower d 5ur,Ca ee i 5 dewy /b~ ¢ ~ eh' cc.~sc i'. sir 5~++~ L✓e5%~-y~ ~ ~ou.~,t~~ ~ ~ c~r~--aaEr a mil, ~ or, scr., r f. dJ yr ~~Q (,4E- 8~~ zb cs~•y,,ac.~sax~ ~5 3 0~~ ST. CROIX COUNTY WISCONSIN PLANNING & ZONING DE P E ST. CROIX COUNTY GOVE MI~7n D M listed 1101 Carmichael R ad Hudson, WI 54016 710n 05 Phone: (715) 386-4680 Fax: 15) 3'8 APPLICATION FOR MINOR SUBDIVISION STNTY The submittal deadline for certified survey maps is the 4'h Tuesday of the month two months prior to the or approval by the Planning & Zoning Committee. Property owner: Agent (if not owner): Mailing address: G H-J"J, 11 DA. Mailing address: Daytime phone: D Daytime phone: i■~~ Property location: 1/4,% 1/4, Sec., T. N., R. I C1 W., Town of Q~ Number of Lots: Total Acreage of Lots: Size of Original Parcel: Zoning District: dio_ 101 L ~v C00 ? 1 30 t `0 PC- Computer 8,30 - 10a i - 10 - Qua Parcel 61.2 0711 Surveyor: LEZ)W Mailing address: is 1 rlcia kH Make a sketch in the box showing how the new lots A1411 led I certify by my signature that all information presented herein is true and correct to the best of my knowledge. I hereby request the St. Croix County Pla ' g &Z ' g Department to process this application according to Chapter 18 of the St. Croix Zoning Ordinance. Signature ~ Date 1;7d F ---@ Owner ❑ Authorized Agent One (1) copy of a "concept" map are to be submitted for staff review. The applicant/agent will be notified of any required revisions. Once the "concept" corrections are made, an official minor subdivision application may be submitted. ~O : ONLY COMPLETE SUBMITTALS WILL BE ACCEPTED. Applicable Fetes (Noted Below) V,Lit-.One (1) copy of the preliminary certified survey map ❑ Township Approval (A copy of the map signed by the Town Chairman or a member of the Town Board) A copy of the soil test for all proposed lots not having a residence on the lot (soil test location to be shown on individual lots) General Zoning Notice Statement DOT certification letter if the proposed lot(s) abut(s) a state highway Road Plans (if new roads are proposed) Check list from County Surveyors Office , Slope & Driveway Disclosure Statement Conditions of Plat Approval Statement (if applicable) If required, wetland delineation is to be done by a professional and maps will be reviewed by St. Croix County staff. ,Applicant shall flag all property/project corners and mark flags accordingly. A final map, reflecting all requested revisions, as well as town approval and soil test if required, must be submitted 10 days prior to presentation to the Planning & Zoning Committee for approval. These deadlines are firm. ~ A COI_tNTY USE ONLY. *Application Fee $400 r1t. *County Surveyor Review Fee - $75 per lot or outlot._ * These fees are mandatory at time of submittal Road inspection fee - $400 Erosion control inspection fee $200 Subdivision Variance application fee $500 Re-submittal fee - $400 logo W Ikil ism ~ Subdivision re-inspection fee $ `r ~jM TOTAL FEES PAID DATE PAID- /c~?/ 0,5 - 31.5 e9'?O i- a`~ Application accepted an complete: By: Zoning Map Number: _~LILga 4 1 Y' I NI I /U i i ll - I i I O ll o 7 V ❑ , I V 61, V, ~ I 1 OI c~ ~ , 3 w L A6 311.92' Os O4 ~ r -,.,"SEE DETAIL "C" w p~ = T----- T c-- _ _ I of i d0L 2 N89°53'32"E I LL,~O ~ I SOUTH LINE OF THE FRACTIONAL 373.65' 1 NW1/4 OF THE NE1/4 C/' L~LQ4 - C dCSL C G~L~[ ] G°~~DC~~ ; - S 1 /4 4CD dLaMD-- C0R. I i a 4_Q 1. SEC. 6 ' I SCALE IN FEET 1 " = 300' THIS JOB NO 05-127NT DDRAFTED BY ATE 12-21-05 DWIN FLANUM SHEET 1 OF 2 SHE ETS 300 0 300 FILE NUMBER YN014 1 CERTIFIED SURVEY MAP i~ LOCATED IN PART OF THE SW1 14 OF THE SE1 14 O REECEESECTION 31, T30N, R1 9W, AND IN PART OF THE DEC 2 205 FRACTIONAL NW1 /4 OF THE NE1 /4 OF SECTION 6, T29N, R1 9W, ALL IN THE TOWN OF ST. JOSEPH, ST.CROIX000NTY ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 2, PAGE 389 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. OWNER SURVEYOR LEGEND KIM ERICKSON EDWIN C FLANUM ORTH ALUMINUM COUNTY SECTION 3/4" IRON REBAR FOUND HUDS ON, WI 1199 , WI EY 54016 DRIVE P 0. BOX qD SURVEYING, INC. CORNER MONUMENT FOUND T~'/I.Ud > El 3/4" X 18" IRON REBAR SET WEIGHING ROBECom~~J"',,,, 1" O.D. IRON PIPE FOUND 1.50 LBS PER LINEAR FOOT ( ) 1 5/16" O.D. IRON PIPE FOUND PREVIOUSLY RECORDED DATA I • EDWIN C. • 50 BUILDING SETBACK LINE N89°48'181'W S-2487 442.59 AMERY DETAIL "A" (N89°46'38"W 442.48') WIS . ! r l EXISTING 20' 7 1 0, pn/.~A J EASEMENT FOR u `@ QOM 7/Ii ~0"' G •(~:./''AA INGRESS AND O i n V 5y v p~ ~G r L ~V~~J EGREESS `Ov T ...p 0 o'YP_• •4i ..S 89°L8'18" E 44.21' ~~j46.61' 'w Q ryO~ 140.70 Z )l / 75.71' SOIL LOT 1 h I- OO • ~D c9 w LOT AREA 89°48'18" E b o d~ /CD BORINGS co p ~I 3.00 ACRES 182.26' CO~ w ;>o, 4111K ~ qp' T W T Q; 130,819 SO. FT. 125.21' 57.05' v o ~'N n nnnnnn; RIGHT-OF-WAY r M a Sao cp CO u LINE FOR .........o (o cn _ 20j~6 y m r = MCKINLEY DRIVE o OLD uJ a ~ NOTE: z FOUNDATION Z T N O a ; LOTS MAY BE SUBJECT TO SI- (NOT TO SCALE) LOTL1 3 °a o °O z ~i FUTURE SPECIAL ASSESSMENTS o a p O _j di FOR ANY UPGRADES AND o" w ~I a~ Q ~o z N , IMPROVEMENTS TO THE ROAD. h SHED ~s~E rlc N Z Q `L SEE DETAIL "A" a VENTS w .B N 19 W SE COR. S1/4 COR. EXISTING DRIVE I HO -16'14" c\j SE 192.46 SOUTH LINE OF SE1/4, SEC. 31 _ SEC. 31 SEC. 31 S89'48'1 8"E 357.9.6' 18.13' --~,/I~ S 89°48'18" E 780.67' 65.91' N1/4 COR _ ERLINE DRIVE r-_ - N 89°48'18" W 1323.55 NE COR. CENT 2 .77' SEC. 6 r 8 4 N 89°48'18" W 2647.09' NORTH LINE OF NE1/4, SEC. 6 SEC. 6 68904818" //04 • • • END OF MCKINLEY DRIVE I I ~ 125.20' \ EDS 17 N Lco)u r ~SEEDETAIL "B" o l - T I LOT 2 !7) oo W ~ 32.92 ACRES INC. R/W w w - - - - - - - -B@; 1,433,990 SO. FT. t DETAIL "B"+ O N co I °o wI n~ _ o) O w ' Zo r 32.65 ACRES EXC. R/W 0 w Q; Q TI I IC)4-2 o[L,i T 1,422,243 SO. FT. _ Rq, 1 z z O M LL 11\ SHIED' ~ 0 (Di ~I IN89°57'47"WN EASEMENT FOR INGRESS AND r z I 1 w O co r b.L. 441.1 & EGRESS ° 7' z IC z ' w w jr~16.50' _ - -r- - 0 H`r% q* w i DETAIL "C" Q 7 CO o I(U - - - - Cw CI~I I s~~ ~S8s53?47,1'E ra E I ` o u O O Z U N 0, N89 53 32 E N w o cm) °F ill ro I I 300.00' o Z I L 0 WI ~ III °I I~I~Ip 0~ I 01 Z< I Iii do43 0' ' W' 'I W m w I~ I a - - Oi i i i ° NOTE: DETAILS "B" AND "C" ARE `R - iI nn c„ NOT TO SCALE j I I O I I LJ i I o; [31 a' T O [o~ll o ~o Z I I Log 4 ILd; a! I Q' o0 s o V i I coI 90 I 10; d N 4a6i .7 "t `?°6 N fSEE DETAIL "C" v -----L~ 311.92' ' T----------------- o I , N8953'3211 SOUTH LINE OF THE FRACTIONAL rI d04 i d0 i dOTT3 , E I 373.65 i No 1/4 OF THE NE1/4 °I I I o pdLa4 OO ~C~ICG3C~G3CCGvl G°3~DC~G I~ -MGIpdLQ4`~~D LQGv]D~ --I - I I [L04 ° 8COR. SEC. 6 II SCALE IN FEET 1" = 300' SE THIS INSTRUMENT DRAFTED BY EDWIN FLANUM _iiiiw JOB NO. 05-127 DATE 12-21-05 SHEET 1 OF 2 SHEETS 300 0 300