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Home My WebLink About006-1016-70-300 * Isco sin SOIL EVALUATION REPORT #2093 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8% x 11 inches i ' e. Pan must County St. Croix include, but not limited to: vertical and horizontal reference point , di ion / percent slope, scale or dimensions, north arrow, and location an n est Parcel I. (~J D' p '76 Please print all information. Revie d By Date Personal information you provide may b used f in (Priva Law, s. 1 j 2, z2 Q 7 Property Owner Property Location I I ~j Mark & Kathie Cellotti DEC 10 07 Govt. Lot na SW1 S 1/4, S8, T31N, 16W Property Owner's Mailing Address Lot # Block # Subd. Na a br SM# , 10k 2245 205th Ave. 3 na CSM O2 3 City Stat Zip CZftftN6hJFr6lftnber City 11 Village ! Town earest Road Deer Park WI 54007 715-269-5307 Cylon 222Nd Ave New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 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 100.91ft based on contour line elevation 99.50ft. 17 inches minimuum and recommendations: ASTM 33 mound sand. 5~ ~L h O F-1~ Boring # Boring Pit Ground surface elev. 99.50 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 12-21 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 3 21-48 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 Boring # Boring Pit Ground surface elev. 99.50 ft. Depth to limiting factor 19 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 10-19 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 3 19-40 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 Effluent #1 = BOD5> 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) Sign~ure: 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 y IT] Boring # Boring pit Ground surface elev. 98.40 ft. Depth to limiting factor 26 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#t *Eff#2 1 0-15 10yr3/2 none sl 2msbk mfr cs if .6 1.0 2 15-26 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 3 26-40 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 I _ Boring F-1 Boring # Depth Pit Ground surface elev. ft. 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 *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 *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. #248956 Town of Cylon, St. Croix Co. Direct 715-760-0347 CSM Lot 3 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 A~ Top of 3/4" pvc pipe a • = Alt Benchmark El 100.05 ft Top of 3/4" pvc pipe C Borings L y' Boring Elevations iN B1= 99.50 ft B2 = 99.50 ft B3 = 98.40 ft o31 3i B4 = 0.00 ft ~Qcl ~-7 7 F ' O p ~L~,- ~Dz rn Mu$E,99° LON III' m mJ L 1'6C 99 8LZ EL 8z / m 6C IOC \ O z o 00 o 0~ OOOZ ~~01 m N m~ - m D x iv N m °6) Om w mM ,nn (in i moo - cc m I Cn m I y N D CA) (D m m snn m oO D~cn r I ° m O = CD 0 I w~l m m - ° AiNnoo 250.85' p o I ° 227.51' co m -,A °o C IO ~ N m p o Cy) o z -n I t0 C _ IM m p o° o V~o -~mIG z p z n Olmmm o0o =N °o 00 NN N O.< No ~cn (D 01) r U,~ 153 O Zzr C5 rnD O ~IOmC~ D. CO oco r ~m ~o 0m "q W° more gym --A U-1 D O m m - , 091 N) I I M= p o C~ W ~p C as p _ C CA) C) ) -n C f) W W as = r O M CYI 145' G) p ZJ C12 C/ ~ m N m0 mzy N l V O 0 ~j 89,08 . L L L8 zOozOS 4~3 .................w . 251.16' m~2 7.51' sv 250.85' U 250.15'- D 1ZO°ZOS 4NI~SI - m 0- G I cl, c G JO VI MS 3Hl ~O V/GMS 3Hl ~0 -ANI-I 1SV O ~~S n - I II m z~ - - - - - - - - - - - - - - - - - - - - 3niUa NOODVI 9 ~~I Cl) ma m0 m@ m@ m@ mg _Dpm DOm DOW Dpm Dpm §0rn u) 0 Z -0 2 6 -11 Z Z -u Z _0 Z ppc) zC)0 zoo z C) p00 on m Z Z Z 3 z z z = ZM CD °AO o~ 8A~C7 Tom. nTm, °C7. ~°A C)~ A~°C)T, D O N m O m cWO CU) 6 ER E lVED 0 5 2007 Z-4b67 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 • ALUMINUM COUNTY SECTION O O Q CORNER MONUMENT FOUND 0, _ j OWNER SURVEYOR z 1" STEEL SURVEY MARKER FOUND g M GZ) MARK & KATHIE CELLOTTI EDWIN C FLANUM o D -1 2245 205TH AVENUE NORTHLAND SURVEYING, INC. • 1" O.D. IRON PIPE FOUND -i D P.O. BOX 14 v m C7 DEER PARK, WI 54007 w ( 3/4" X 18" IRON REBAR SET WEIGHING O : ROBERTS, WI 54023 02 1.50 LBS. PER LINEAR FOOT 65' 80' ❑ m 0 m MDL__La_~__C_E_O_[_F__D_L__D__°__p__La_G_3C_3_ iv 1 -X -X EXISTING FENCELINE m NOTE: I s z PER THE VILLAGE OF DEER PARK VILLAGE CbUNCIL: o II~ I NORTH LINE OF THE SWi/4 OF THE SWIM p IMPROVEMENTS TO LAGOON DRIVE IS AT THE SOLE j L- _.DISCRETION OF THE VILLAGE OF DEER PARIq. S88°22'09"E462.00' - _ W__ _S.B-W222!09 E 782.84 w --2 N W E 00 it 1 1 89 17'0 "E C2- - - rn . I \ N .66 -QS-- W I~3I LOT 1 <0A2~ X i- ' I S880 221 090E \`Q ~w 5.52 ACRES (240,267 SQ.FT.) I_+I p )Li ACRES (209,907 SQ. FT.) (n I 16.5 O (N -4 ° I II L I ~o r - - A O~ 6 C2 02) EXC. R/W AND EASEMENT . ~Z, i O sal 7'088 Q ~(A m " I I 53~, w O N88°22'09"W 783.46 I I~ I 1 I 766.93' : 16.53' Im 11 5' _ m 214.50' 267.93' I I v I II - O S88°22'09"E - LOT 2 515.53' N 1 f I T I T L A ~S88°22'09"E 2.07 ACRES (90,032 SQ.FT.) p° J J i . n cn r 65' I. 80' to 0 z o 'L3 I 98.75 POND O p 2.00' ;ACRES (87,145 SQ. F7:.) oo z l I j4 15~ I W WATER ELEVATION ON 7/19/05 1041.68 N EXC. EASEMENT m O° m0 \I Im II I I O N88022'09"W Q~\PG~ 499.00' 16.53' N T ~I I Z, II 1~ 1 1 5.25 P~~C N88°22'09"W 515.53' O I m °A I y 20 LOT 3 N , I w it m ~yA\ P ~O R;~~ 0 0 2.07 ACRES (90,032 SQ.FT',) LnLn V i o 2.00 ACfiES (87,145 SQ. FT.) EXC. oo a I III i .l\/ ° \G > OQ"~~ AGO EASEMENT m I O -L J~Q 5~ 499.00' :16.53' W : \ \ o N88°22'09"W 515.53' i I m I co i i I \~Ga \U (n .p I ~ ^ \ ~ 1 N rZ I 100 BUILDING" co 00 A o m I I SETBACK LINE I GJ O IT r III~ T i I I~ i I~ m ~ I Im. O I, 172.461 ORDINARY HIGH WATER MARK i p = S88 -22'09'E 75' SETBACK FROM I i I m I II I ORDINARY HIGH j a I 1~ WATER MARK ~ I~ I I~ Jcn II~J a' O Cn 4- „III - FOUNDATION Q ' LOT 4 o i14~J C/) F If) i ,Q N '28.49 ACRES (1,241,203 SQ.FT*. I I A n I 28.15 ACRES (1,226,156 SQ. FT:) o I n 100 Oz I z N ®~-WELL EXC. R/W AND EASEMENT m co m 9).P, Q.- M cl) HOUSE (SEE DETAIL) G,~ I I SHED ARN N87°44'1 O"1N CO p g SW COR. DRIVE - SECTIQN 8 N87°44'1 011W 2597.17'----- 0.03' ~0 I W o z _ ---------------------------N87 44'10 Wj 1162.25- SOUTH LINE OF THE SW1/4 OF 5<rCT10N w NW CORNER LW NORTH LINE OF THE - T - SECTION 17 m NW1/4 OF SECTION 17 502°31'54"E 50.18' 5 ~I I 50'If 1310~~ S87°44'10"E 50.18' z cq co p N p I? c I ; rh C~ N I S~~°~~~30 n J G O c') i bo z 60' U5 70 SOUTH LINE OF THE NORTH 280' r" z j x-x-x OF THE NW1/4 OF THE 1~4+- O cn I I O NW1/4 S02'31'54 "E P I m 1192 o , :16 o n ~06 fT1 0 I 87 I O OR o N 4410 W 1208.09' . 10 z + z I I m SCALE IN FEET 1 200' EAST LINE OF THE NW-1/4 C I OF THE NW1/4 OF SECTION 17 I I m 200 0 200 400 uDpLQ~---1RD ump)~ I 0 - ~ I DTHIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO, 05-55 DATE: 09-09-05 SHEET 1 OF 2 SHEETS- I