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Home My WebLink About006-1016-70-200 SOIL EVALUATION REPORT #2092 • ~~on~ Adm. Code Page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and dist to res ad. Parcel pen Please print all information. eview By Date/ Personal information you provide may be u Privac s. 15.04 (1) (m)). ~Z Z$ a 7 R G_ Is ff~- Property Owner Property Location Mark & Kathie Cellotti Govt. Lot na W1/ , SW1/4, S8, T31N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or SM# 6& AZD 2245 205th Ave. 2 na CSM .1 54 b City State Zip CB'deCR(D Gtl l"r City Village , Town Nearest Road Deer Park WI ONIN Cylon 222Nd Ave New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 1 Public or commercial - Describe: na Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable 1041.68 ft. General comments Mound Design, system elevation 97.16ft based on contour 'ne elevation 96.50ft. 8 inches minimuum and recommendations: ASTM 33 mound sand. (61e, t S 40 1 / ❑ Boring # ! Boring pit Ground surface elev. 95.60 ft. Depth to limiting factor 28 . in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 none sl 2msgk mfr cs if .6 1.0 2 12-28 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 3 28-40 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 Boring # Boring Pit Ground surface elev. 95.60 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 10-48 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 3 48-60 5yr4/4 c1d 7.5yr5 6 sl om na na na .2 .6 " 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 CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 12/3/2007 715-760-0347 SBD-8330 (R.07/00) Property Owner Mark & Kathie Cellotti Parcel ID # pending Page 2 of 3 3 Boring ❑ Boring # Pit Ground surface elev. 98.80 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 10-36 7.5yr4/4 none SI 2msbk mfr CS na .6 1.0 3 36-50 5yr4/4 c1d 7.5yr5/6 Scl om na na na .0 .0 ❑ Boring # _ 1 Boring _j pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # Boring ~ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Mark & Kathie Cellotti 1699 150th St. CST-POWTSM SW1/4,SE1/4,S8,T31N,R16W New Richmond, WI 54017 Lic. 9248956 Town of Cylon, St. Croix Co. Direct 715-760-0347 CSM Lot 2 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 100.00 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 95.60 ft B2 = 95.60 ft B3 = 98.80 ft na (/-Gr `'y OU~~ B4 = 0.00 ft ` I l 3 ti 95 r 3a,~ _ . ' • -mil) y 1 V r °DZz m M8E55o ON m r l 6E 99 8LZ EL 8z O 6C'/-OE z -n O co 00 oo r\) co W D p mo00 a ~ o m N m n ~~8II Z N o m C)j ic:C:) EElcn 0 c)) m cn - ao~ D x N \ N ml Mf) _ 01 Om OD C) C) ~Q m~ C CA? co m C - C DO DJ ~N D ~mmr CA) > C 0 DU ) m o CD :10 Cf) Z F\) 0 2: 0 CD All m m (.0 C) 250.85' z -mi O CO -i AlNf10~ 227.51' co = m NI 0 C/) C/) N m00 IO 0-) o z n-n I t0 ~ C ~M m m 0' CD IF CA) ~Imc= n N~mm C 00 Nj ~ pp oo ::c) N N ■ Q C Zrnr N O N 1 Cn O 'd~ 0-1 (-D ss I Z C5 . ~N ° - cam rn D p vino -n CCi)G) i CC) 0 j ~ ~D p (map - m w+ W 109 ' I moo CYI 0 O~m N ~C 46 <~0 IJ 01 co rn w CCJ 1 T O_ r : Q 48' ' r m I l 01 W t' 145' O c n z z mz -D G m~ s pow A 89,08 l l LE ZOaZOS . . m m )o I 251.16' m ) -m,9 250.15' - D 2 7.51'.-,- 250.85 D ~ rn - - F+B'Z LE 3,,LC,ZOOZ05- CJNIlSIX_ _ m 0-- fib - - Cn z - - n 1 JO -v/GMS AHl JO ANI~ 1Sd3 0 33S JO/lMS ~H - - - I I m r= Z-JAIUa NOO!DVq ~9 I m O m (a m O M@ M@ M O O D o m D p co D O m D O m D o m D O M U) ~mZ Z ~mz ~m J -imz -rmz O00 OOO 00C) OO( 000 OOA z-nS Z mS z- = z n= z„= z„= Z I -per II ~Z h ')K II ~E: II II (7 D D D D C D D = aO~ AnM °cn ().'c UC)T. <O cp N Ut W m > CWO N Obi O ~ D ~ Ili ERE E © IVED 0 5 2007 CERTIFIED SURVEY MAP IX COUNTY LOCATED IN PART OF THE OF SW1/4 OF THE SW1/ SECTION 8 AND PART OF THE NW1/4 OF THE NW1/4 OF SECTION 17, T31 N, R16W, TOWN OF CYLON, ST. CROIX COUNTY, WISCONSIN. W1/4 CORNER N SECTION 8 LEGEND 0 --1 co • ALUMINUM COUNTY SECTION p O~ ~ OWNER SURVEYOR 1 CORNER MONUMENT FOUND , _ _ z 1" STEEL SURVEY MARKER FOUND m G MARK & KATHIE CELLOTTI EDWIN C FLANUM GZ) o z 2245 205TH AVENUE NORTHLAND SURVEYING, INC.. • 1" O.D. IRON PIPE FOUND D m M M DEER PARK, WI 54007 P.O. BOX 14 3/4" X 18" IRON REBAR SET WEIGHING U)~ O ROBERTS, WI 54023 65' !I~ 80' 1.50 LBS. PER LINEAR FOOT n m MOLILI IE (DIP DGC~G°~_pIRM ()o Z I n~ -X X EXISTING FENCELINE m NOTE: PER THE VILLAGE OF DEER PARK VILLAGE CbUNCIL: o I w I 0 NORTH LINE OF THE SW1/4 OF THE SW1/4 m IMPROVEMENTS TO LAGOON DRIVE IS AT THE SOLE MQ. cn° _ S88°22'09"E 462.00' DISCRETION _ o DISCRETION OF THE VILLAGE OF DEER PAR co cn -S.B$2Z-Q9 E 782.84 89 1TO '17 C~- z'o s'~ O W LOT 1 e~2~ I $88°22'09"E ~@SS~\~Q ~i 5.52 ACRES (240,267 SQ.FT.) I IZI I I y 1 6, 6 --4 O Q1~ 4.82 ACRES (209,907 SQ. FT.) j m L~ O~,j 90 EXC. R/W AND EASEMENT Iz I O 02 z I 50' I ° S' A~71 -W COM2 $ '0 (JI Im ~ I 1 0 I 3 W N88°22'09" ml w 7s • 3.a6' - I z. Z 766.93' I m - 16.53' 11!5' m 214.50' 267.93' I v $88022'09"E - LOT 2 515.53' N f II I II -o J ,S88°22'09"E 2.07 ACRES (90,032 SQ.F7.) p J J Iii 65 80' I 6 t0 98.75' POND io 0 2.00':ACRES (87,145 SQ. FT.) J C:) Z I 4 03 ° 1 5' W m m I 11 GJ WATER ELEVATION ON 7/19/05,f: 1041,68 N EXC. EASEMENT m N O\ I V' O N88°22'09"W ~Pe 499.00' : 16.53' IQ T V I zl i 1 15.25' ~5. W N88°22'09"W 515.53' Q I m p0y~ Cn:: LOT3 ~,ro cnl~ 1 II M ~V" PQy \2.00 ACRES (87(145 SO. FT.) EXC. °o o v a o I o0 I OQO\5~'O~ 00' m EASEMENT i D 0 .~P 5( 499.00' 16.53' i I N88°22'09"W 515.53' _a I m I A i C ~\~Ga~QQ 1 N cn I a IZ 100' BUILDING--o 00 a o SETBACK LINE ~ I W O I 1 irv:;::.. zt r I'_ I I I I I m l I, 172.46' ii + O ORDINARY HIGH WATER MARK i O l z o = I I = $88 22 09 E 75' SETBACK FROM I I OD I II iS ORDINARY HIGH G > WATER MARK I I ~rn Iv l ` I J cn IO li I~ 7 J A s~ LOT 4 N a I - FOUNDATION 4Z) E m . , i ,Q N '28.49 ACRES (1,241,203 SQ.FT.) I I A 28.15 ACRES (1,226,156 SQ. FT:) i o I 0 Oz I i z N ®~-WELL EXC. R/W AND EASEMENT O co I m I rnA [],-HOUSE (SEE DETAIL) : II I w~ m ~-1 I I , A A SW COR. DRIVE _ SHED ARN ' D N87°44'1 O"W =i ~I Woo ~ z SECTION 8 - - - - N87°44'10"W 2597.17- - - 0.03' 0' N87 44 fb' W 1062.25 - SOUTH LINE OF THE $W1/4 OF S~CTit~fy g NW CORNER w NORTH LINE OF THE - SECTION 17 can NW-1/4 OF SECTION 17 S02°31'54"E 50.1 8' S I~ I 50I 13Ip, S87044'1 0"E 50.18' l° I N Z m p Q° O IV 0 00 3 O I ~ ; rh S '\3 W z 60' cn 70' SOUTH LINE OF - W m THE NORTH 280' 1241 p, ~ A ~ I I Z x x-x-x OF THE NWi/4 OF THE NW1/4 S0231' n IO 1192• 16.06' rn o N87 ° 9 { 0 m w 441 O W 1208.09, I- I o O Z - Z I I m I+ SCALE IN FEET 1 200' EAST LINE OF THE NW1/4 I I I OF THE NW1/4 OF SECTION 17 V m 200 0 200 400 MG~!JpdL~44C D LLQHD(~ THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO. 05-55 DATE: 09-09-05 SHEET 1 OF 2 SHEETS