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Home My WebLink AboutCST-2019-144 002-1009-30-130k�ICI� ,I r 't J 3 02�19 SOIL E O Wis. Dept. of Safety and Professional Services Division of Safety and Buildings • C5T-ac15-MY Page 1 of 3 p' ely-WlWdll' Wial JrO JOJ, VYIS MUFTI l LX)e . ___ __- _ Attach complete site plan on paper not less than 8 112 x 11 inches In size. Plan must Include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). County St Croix arcel na 130 � Z— iQdg— 000" Rev ed b Date 1' Z.7 Property Owner and Melody Kamen Property Location ElTom Govt. Lot S 1/2 1/4 NE1l4 S 5 29N R 16E (or) w El Property Owner's Mailing Address 1 187 220th St Lot # U I Block # na LSubd. Name orCSM# own at the time of evaluation City State Zip Code Phone Number Baldwin WI 54002 ( 71)-684-2613 Village Nearest Road !__N • Baldwin1151h Ave 0 New Construction UseQ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement Public or commercial - Describe: na Parent material Pitted Glacial Drift Flood Plain elevation if applicable -% 0 na ft General comments Mound Design, system elevation 100.58ft based on contour line elevation 99.00ft. Minimum 19 inches of ASTM and recommendations. mound sand. 60� Boring# ❑ Boring �20 . Pit Ground surface elev 98 70 ft. Depth to limiting factor in. Soil Application Rate Honzon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Cent Color Texture Structure Gr. Sz Sh. nsistence Boundary Roots GPD/ft ' ff#1 ` ff#2 1 0-10 10yr312 none sil 2msbk mfr gw lvf .6 .8 2 10-20 IOyr4/4 none sicl 2msbk mfr gw lvf 4 .6 3 20-28 5yr4/4 c2d7.5yr516 scl om mfr na na .0 .9 Boring # El Boring 98.70 23 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Honzon Depth in Dominant Color Munsell Redox Descnption Du. Sz. Cont. Color Texture Structure Gr. Sz Sh. onsistence Boundary Roots GPD/h ' fl#1 ff#2 1 0-8 10yr3/2 none sil 2msbk mfr cs lvf .6 .8 2 8-13 10yr4/4 none stel 2msbk mfr cs lvf .4 .6 3 13-23 7.5yr4/4 none scl 2msbk in cs na .4 6 q 23-30 Syr4/4 c2d7.5yr5/6 Sol om mfr na na .0 A ' Effluent #1 = BOO , > 30 < 220 mg1L and TSS >30 < 150 mglL ` Effluent #2 = BOD s < 30 ng/L and TSS < 30 mg/L CST Name (Please Print) CST Number David J Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th st New Richmond, W 1 54017 7-26-2019 715-760-0347 SBD-8330 (R I I; 11) Tom and Melody Kanten na Property Owner Parcel ID If 2 3 Page of Boring# U Boring 99.40 17 �krj " in. Ground surface elev ft. Depth to limiting factor . f Soil Application Rate Horizon Depth In Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr Sz. Sh. onsistence Boundary Roots GPD/ft i ff#1 ff#2 1 0-10 10v3/4 none sil 2msbk mfr cs lvf 6 .8 2 10-17 5yr4/4 none scl 2msbk mfr es ]vf .4 .6 3 17-30 5yr4/4 c2d7.5yr 5/6 Sol om mfr na na .0 .0 ❑ Boring # ❑ Boring ri Pit Ground surface elev. ft Depth to limiting factor In. Soil Aoohcahon Rate Horizon Depth in. Dominant Color Munsell Redox Descnptlon Qu. Sz Cent Color Texture Structure Gr. Sz Sh. nsistence Boundary Roots GPD/ft ' ff#1 ff#2 Boning 1Boring # Ground surface elev ft Depth to limiting factor In Pit Snd AnnlIratlnn Rara Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots I GPD/ft ' ff#1 ff#2 Effluent #1 = BOD s > 30 < 220 ni and TSS >30 < 150 mg/L ' Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, contact the department at 608-266-3151 or TTY through Relay SIID-8330 Teat I R I I/Ip STEEL'S SOIL SERVICE 3 of 3 David J. Steel Tom and Melody Kanten 1187 220th St CST-POWTSM S1/2,NE1/4,S 5,T29N,R16W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. 715-684-2613 715-760-0347 Lot14 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' 1 zap W. Ire QL ♦ = Benchmark Ele. 100.00 ft 99y Top of 1/2" PVC Pipe D , • = Alt Benchmark El 99.90 ft / 03� 0 Top of 1/2 " PVC Pipe = Borings Boring Elevations B1= B2 = 98.70 ft 98.70 ft \ B3 = 99.40 ft B4 = 0.00 ft 3 lD 5ltc'e //6-Ad"- PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. SCALE 1-200' D 200 400 PREPARED FOR: TOM & MELODY KANTEN 1187 220TH STREET BALDWIN, W154002 -� NORTH ^al oBs• \ice r .LOT 13\I —>c -~'� rBLUFFUN S LOT 14 /( —�//m •.!� 1�171/ i.-I( )V/il J'�i LOT1I'-�, v BLUFFLINETACKf EAsemENr \ J / LOT 12" --( — kV /// .t10.� ��„v/sow t Iry v Il Al t0 ACCESS EASEMENT </ lL —'^ ' i EXISTING SMALL TRACT,, r ` ��-403.4E // 3'� \1111lIII i l \ NL1r1tl�lllll JS tin B i LOCATION SKETCH a. N' r0 • SIT - I I 1z TOTAL AREA=42.776 ACRES PROPERTY 15 ZONED RURAL RESIDENTIAL —� PROPOSED DRIVEWAY LOCATION INDEX CONTOUR '--_ 2-FOOT CONTOUR WETLANDS 1ACRE ORMOREIN AREA / \ WETLANDS LESS THAN I ACRE IN AREA WETLAND LIMITS SHOWN ARE APPROXIMATE DERIVED FROM AERIAL AND LIDAR DATA. 30% OR GREATER SLOPE 2 zs%-3o%SLOPE SEP 03 2019 zo%- zs%sLOVE 4 r. N II%-2O%SLOPE f�mm. rrl-,n p . 501LREPORT BORING rCili:IPv csm-a�Lq-e -aal5-1t1 S, _ I Wis.Dept. of Safety and PSgflessrorol'$�I�cas 'I SOl FVAIIf?N RORT Page ] of 3 Division of Safety and Bti s J r in accord9nce with BPS 385, Wis. Adm. Code �I1 County St Croix Attach complete site plan on paper not lea§,tjo.n 112 x 11 inches ,n size. Plan must include, but not lirnited.t04verticatancrFiEnz6ntal reference point (BM), direction and Parcel I D. p'h4 — na percent slope, scale or dimensions, north arrow, and location and distance to nearest road. IND&q— .7(^ --aii Please print all information. Date Personal information you Provide2z:zz tle may Ire used for secondary purposes (Privacy Law, s 15 04 (1) (m)J � 11 27/, Property Owner Property Location ❑ E Tom and Melody Kamen Govt Lot S 112 1/4 NE114 S 5 T 29N R 16E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1 ] 87 220th St 13 na , nnkown at the time of evaluation City State Zip Code Phone Number Ity ❑Village LEITOwn Nearest Road Baldwin I I I ( wT 54002 715-684-2613 ) Baldwin 1 115th Ave 600 El New Construction UseM Residential / Number of bedrooms 4 Code derived design flow rate GPD Replacement Public or commercial - Describes na i Parent material Pitted Glacial Drift Flood Plain elevation it applicable � C I ji ^ no ft General comments Mound Design, system elevation 102.08f1 based on contour line elev ration 101.00ft Mmimumj,3 inches of ASTM and recommendations mound sand. ❑ 11 Boning Boring # ❑ Pit Ground surface elev 100.00 ft Depth to limiting factor 27 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Descnption Qu. Sz. Cent Color Texture Structure Gr Sz Sh onsistence Boundary Roots GPD/ft 2 ff#1 ff#2 1 0-10 I1 none sl 2msbk mfr gw lvf .6 LO 2 10-27 10vr4/4 none sl 2msbk mfr gw Ivf .6 1.0 3 27-36 75yr4/4 f1f75yr56 sl 0111 nifr na na 2 6 2 ❑ Borng 100.00 24 Boring # ❑ Pit Ground surface elev ft Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cent Color Texture Structure Gr Sz Sh orisistence Boundary Roots GPD/ft 3 ff#1 ff#2 1 0-8 1Oyr3/2 none sl 2msbk mfr cs Ivf .6 1.0 2 8-24 10yr4'4 none SI 2msbk mfr cs Ivf .6 1.0 3 24-36 7.5yr4/4 Df?>yrs/6 sl om mfr na na .2 .6 ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L _ ' Effluent 92 = BOD < 30 mg/L and TSS < 30 ni CST Name (Please Print) gnalu CST Number c= David J Steel . 248956 Address �' Date Evaluation Conducted Telephone Number 1699 150th st New Richmond, WI 54017 7-26-2019 715-760-0347 SBD-8330 (RI 1/11) J& Property Owner Tom and Melody Kamen Parcel ID # na 2 3 Page of 3 Bonng# Boring 99.40 117/ � . 0 Pit Ground surface elev. ft. Depth to limiting factor J in Soil Application Rate Honzon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. --oinsistence Boundary Roots GPD/ft I ffli ' ff#2 1 0-10 10y3/4 none sil 2msbk mfr es lvf .6 8 2 10-23 101 none sic] 2msbk to Fir cs ]vf .4 .6 3 23-32 7.5yr4/4 none sel om mfr na na .0 0 ❑ Boring # U Boring Pit Ground surface elev ft. Depth to limiting factor in. Sal Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 Cff#2 ❑ Boring # Boring PitGround surface elev ft. Depth to limiting factor in. Soil Aoolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 ff#2 ' Effluent #1 = BOD s > 30 < 220 mg/L and TSS >30 < 150 mi ` Effluent #2 = BOD , < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330T�z11R11 111 STEEL'S SOIL SERVICE David J. Steel Tom and Melody Kanten 1470 7 220th St CST-POWTSM S1/2,NE1/4,S 5,T29N,R16W Baldwin, WI 54002 Lic. 9248956 Town of Baldwin, St. Croix Co. 715-684-2613 715-760-0347 Lot13 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 1"=40' Z'01 ♦ = Benchmark Ele. 100.00 ft Top of 1/2" PVC Pipe • = Alt Benchmark El 100.00 ft Top of 1/2 " PVC Pipe = Borings Boring Elevations B 1 = 100.00 ft 5Y' W 3of3 /ZDr{611,� /7c (( / B2= B3 = 10 101.ft .600 ft it iB4 = _ 0.00 ft mac' p IF: X 0 PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, PREPARED FOR: TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. OM & MELODY KA i 87 20TH STREETMEN BALDWIN, WI 54002 SCALE V^ zoo a zoo <oo )°'tom � �• r-' � � i �--. � , /Li//� I �� FA NORTH ?h i LOT 13 ./ (l`j'i�ti\�� _ ^ 7LOT 14 yl \ifs I/ / .) '.� /i 1 .._=/) LOT 11,� \ DRAINAGE `a \e J ( J, / l / — _ — / BLUFFLINE SETBACK EASEMENT Il y/ \ �l / / LOT 12 i — ( ( J J" ✓ \ \ •-E \ 1 �— I \L *^I873,ao• 82 DO' / \ ` ACCESS EASEMENT ^IL j /_ __. Er- i EXISTING SMALL ITRACT; ?oii y403.68' y LOCATION SKETCH SIT L'J s � I ` I I _ I TOTAL AREA = 42.776 ACRES PROPERTY IS ZONED RURAL RESIDENTIAL ---> PROPOSED DRIVEWAY LOCATION INDEX CONTOUR 2-FOOT CONTOUR WETLANDS I ACRE OR MORE IN AREA 1 ` WETLANDS LESS THAN I ACRE IN AREA WETLAND LIMITS SHOWN ARE APPROXIMATE. DER DATA. ED FROM AERIAL AND 30%OR REATERSLOPE r�IDAR IL 35%-30%SLOPE SEI03 2019 i0%-i5%SLOPE '%1.. II% 20%SLOPE-__— . SOIL REPORT BORING r �!'IGIp; CSIYI-aol9-ea`