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Home My WebLink About026-1172-14-000 (3) W ~S-c' S 1 L3 E o f L or 1386 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety an s in accordance with Comm 85, Wis. Adm. Code Steel Soil Service site plan paper not less than 8% x 11 inches in size. Plan must County St. Croix rat limited to: ' and horizontal reference pant (BM). direction and R percent slope, td' north arrow, and location and distance to nearest road. Parcel 1.13- o2,& / -7 (p_I rj Z 1 plea print all information. evie Date `Personal' provide be used for secondary purposes (Privacy law, s.15.04 (1) (m)). 0''2 I b rope G ~F Property Location J.C. ment, Inc. Govt Lot na SE 1/4 NE 114 S 35 T 30 NR 18 W P Owner's Mailing Address Lot # Blodc # Subd. Name or CSM# 1868 CT Hwy" C " 14 na Sunset Hollow City State Zip Code Phone Number _j City J Vllage Town Nearest Road Somerset WI 54025 651-488-3051 Richmond 140Th St. i/ New Construction Use: _e Residential / Number of bedrooms 4 Code derived design flow rate 600 GIRD J Replacement J Public or commercial - Describe:na Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 99.35ft based on contour line elevation 98.35ft. Minimum 12" of ASTM C33 sand. ?v (p 4v c' n. i~ r` J a ra c° ❑ Boring # I Boring ✓J Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 110 in. Sol Application Rate Horizon Depth Dominant Color Redox Desrription Texture Structure Consistence Boundary Roots GPIN(t= in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *EN#1 *Eff#2 1 0-33 10yr3/1 none sil 2msbk mfr gw 1f .5 .8 2 33-47 10yr4/4 none sicl 2msbk mfr 9w 1 of .4 .6 3 47-63 7.5yr4/4 none sl 2msbk mfr 9w na 55, .9 4 63-110 7.5yr4/6 none Is osg mvfr na na .7 1.2 Horizon 4 appears to be very wet. 2 Boring# I Boring df a ('~a 4a1 6m', 5( G~J `33 0'~- ~GW~" Sbu-c~ ❑ ✓J Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 43 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisteroe Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-38 10yr3/1 none sl 2msbk mf a 1f .5 .8 2 38-57 10yr414 none sicl 2msbk mfr 9w 1 of .4 .6 3 57-98 5yr4/6 c2d7.5yr5/6 sl 2msbk mfr na na .5 .9 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s 3O mg/L and TSS s-30 mg/L CST Name (Please Print) -Sigtfature: ` CST Number David J. Steel - f) 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11111/2003 715-246-5085 Property Owner R.J.C. Development, Inc. Parcel ID # Pending Page 2 of 3 F3 ] Boring # Boring Pit Ground Surface elev. 97.25 ft. Depth to limiting factor 61 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sl 2msbk mfr CS 1f .5 .8 2 9-20 10yr4/4 none sicl 2msbk mfr CS 1vf .4 .6 3 20-38 7.5yr4/4 none sl 2msbk dfr CS 1vf .5 .9 4 38-61 7.5yr4/6 none Is osg mvl CS na .7 1.2 5 61-84 5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0 F-1 Boring # - J I Boring T Pit 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 Pit 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 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s.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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM RJC Development Co. New Richmond,WI 54017 Lic. #248956 SE1/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200 Town of Richmond, St. Croix Co. Fax.(715) 246-9372 Sunset Hollow, Lot 14 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' ♦ = Benchmark Ele. 100.00Ft Top of 1/2" pvc pipe • = Alt Benchmark Ele. 100.35Ft Top of 1/2" pvc pipe ❑ = Borings Boring Elevations B1 = 98.75Ft B2 = 98.75Ft ,p, B3 = 97.25Ft ()I j , 6, 1~ VN -x- / B4 = OO.OOFt / ~Iv °3 Co ~okr 133 Z), J 05 P7 Z5-,4 I ~L q / 7S 1,078- _ - _ - - - 78, 851 sq. ft._ _ 78,851 sq. ft. 1.81 acres _ -1.81 acres / N 79,426 sq. ft. - / 1=1.82 acres' _ _ A-1 33 31j, 1 190' ► - ` J / X 322' ` POSED 968 1281 /7 ~c-_ 46' rG/ 1~ ! A / r 230' 230 \ \ \ 020 (?70 \i ------L- \ OT 1,4 t - ~ o LOT 14 \ o \ L \ 16~ \ h 121,901 sq. ft. 121, 901 sq. ft. 121,901 sq. ft. ~2.80 acres \ 2.80 aces \ \ \ \ \2.80 acres \ \ ~9g4~ I 230' 230' \ \ 230' \ • ~S89*49'15"E~ \ \ 968.88' \ \ I LOT 2 \ \LOT 1 C.S.M. IN VOL. XX \ \ PG. XXXX I Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM RJC Development Co. New Richmond,WI 54017 Lic. #248956 SE1/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200 Croix Co. Fax.(715) 246-9372 Town of Richmond, St. Sunset Hollow, Lot 14 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' ♦ =Benchmark Ele. 100.00Ft Top of 1/2" pvc pipe • = Alt Benchmark Ele. 100.35Ft Top of 1/2" pvc pipe ❑ = Borings Boring Elevations B1 = 98.75Ft B2 = 98.75Ft B3 = 97.25Ft B4 = 00.OOFt 2 30' i10 ✓ ~G' c / L., r Y2 8W~ 1 ate:.. toy' 26` 0 r 133 sick e o / 3 ' z f g'ox -a Sx p Z g~ =K O -•i 3wv° QN N IS v _ %J En k) CL~N v v w S 8 8 8 y ~ ►oet►~ I ~ ~ g m w n 2 S. • v ~ ~ SdN1ll 4311b'l_ dNfl - - - *6-c teaao 19 Irv nor • • Z M.f£,£0.00N L In -AO'SLZ- m + ' a 1-0 °D 0 0 - - y Icy - 8 o O 8 2 , CO .61 boo = om41 m In io l0 T QQ N m~ t A'i z > I m I m _ O .00.0£5 M.1'£.£0.00N g O N 2S "gam-' ti u l m b=;~ m fro ® O O r N - M■5 ~ ® v O ~ ro N >mgs~g yo > CO e8R, No S 1 ~ g ~s a g.w y ~ m I o-~ I •00'0£5 M.f£•£OAON F f. sm 9L M.S. m 2OO •I ~8 m N r J I Pei~ o _ O I f" N 4..................... -4 M Ink \ I I ~g in tom" 3.9ZAMOOS TO s H lOl lOl L~- - _NId _ - I ~I, •lOA NI 'N'S 0 y~~QA 53 13201 _ _ _ _ Ifi-aGi l 101 J J 64s'r Sf~DE 6,P "r .v Lgs EIVED * S IL EVALUATION REPORT 1386 Wisconsin Department of 18 2003 Page 1 of 3 Division of Safety and BuiSteel Soil Service in accordance th Comm85, Wis. Adm. Code Attach complete site C~~ 11 inch in size. Plan must County St. Croix include, but not limiteBM), direction and percent slope, scale rth arrow, and location and distance to nearest road. Parcel I.D. Please print all information. evie Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). D Property Owner Property Location R.J.C. Development, Inc. Govt. Lot na SE 1/4 NE 1/4 S 35 T 30 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1868 CT Hwy " C " 14 na Sunset Hollow City State Zip Code Phone Number Jj City J Village e Town Nearest Road Somerset WI 54025 651-488-3051 Richmond 140Th St. 0 New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement -J Public or commercial - Describe:na Parent material Benches and large drainageways of ground moraines. Flood plain elevation if applicable na General comments A and recommendations: Mo nd design, system elevation W40ft based on contour line elevation 9 1 ft. Minimum 1" of ASTM C33 sand. ] 3~ - /TT Boring # I Boring sm Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/n= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-33 10yr3/1 none sil 2msbk mfr gw 1f .5 .8 2 33-47 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 47-63 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 4 63-110 7.5yr4/6 none Is osg mvfr na na .7 1.2 Horizon 4 appears to be very wet. yr,1t ❑ ~1L1i (mM G - "W 2 Boring # J Boring S 2 vi Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 43 in. FSoll Appli 'on Rate C Horizon Depth Dominant Color Redox Description xture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 D3 1 0-5 10yr3/2 none 1 2msbk mf gw 1f .5 .8 q6(4 2 3 10yr4/6 none sicl 2msbk mfr gw lvf .4 .6 S Vr 3 43-62 10yr4/6 c2d7.5yr516 sicl om mfr gw na .0 .0 ~ a3 1 4 62-100 5yr4/6 c2d7.5yr5/6 sl/scl 1 mpl mfr na na .2 .3 * Effluent #1 = BOD? 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) gnature: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11/11/2003 715-246-5085 l Property Owner R.J.C. Development, Inc. Parcel ID # Pending Page 2 of 3 3 ] F Boring # J Boring 1V1 Pit Ground Surface elev. 95.70 ft. Depth to limiting factor 57 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-38 10yr3/1 none sl 2msbk mfr cs 1f .5 .8 2 38(57) 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 57-98 5yr4/4 c2d7.5yr5/6 sl 2msbk mfr na na .5 .9 ❑ Boring # I 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # J Boring ❑ _ I 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/JF in. Munsell Qu. Sz. Cont. Color 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM RJC Development Co. New Richmond,WI 54017 Lic. #248956 SEl/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200 Town of Richmond, St. Croix Co. Fax.(715) 246-9372 Sunset Hollow, Lot 14 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' ♦ = Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.90Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 97.10Ft B2 = 97.lOFt I B3 = 95.70Ft 30' yoral B4 = 00.0017t I -V U z~ 2G' 3Z' 15 ~ ~i5 0?~~ J~vw 5/op qo' 10 a3' 36y/ V+ fi ~ CO, io~~ z~g3 • J Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM RJC Development Co. New Richmond,WI 54017 Lic. #248956 SE1/4,NE1/4,S35,T30N,R18W Bus.(715) 246-6200 Town of Richmond, St. Croix Co. Fax.(715) 246-9372 Sunset Hollow, Lot 14 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' ♦ =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.90Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 97.10Ft B2 = 97.10Ft B3 = 95.70Ft 30' ll/br`~ B4 = 00.0017t 85~ lo, zc' q5-, 7oF 3Z' % 34 08- - OT9 - - _ - 78, 851 sq. 78, 851 sq. ft. ` _ = - \ \ \ 1.81 acres '1.81 acres Z N 40 / N 79,426 sq. ft. - / 1=1.82 acres' - - 1 ! - i / 3-190'- 190, \ I X322' 646' - - D - 968 128TH - -A VB i / - 230 12\O'-~ \ 230' \ r -1\ IS, \ \ \ \ \ \ i t \ f ~ 1000- \ \ \ l \ . \ o IC o T 16; \ \ \ o LOT 14 LOT \ 40 h ft. 12190 1 sq. ft. \121,901 121sq. ft. , 901 s9. \ 2.80 acres \ \ \ 2.80 acres 2.-80 acres \ IN, IN IN, \ \ \ \ Nl IN i9g4 1 230' 230' 230 \ / -,,S89'49'15" E\ \ \ 968.88' \ \ LOT 2 1-1 I \ \ \ `LOT 1 C.S.M. IN VOL. _XX PG. XXXX