Loading...
HomeMy WebLinkAbout030-1021-20-150 Department of -r $ p _ W t SOIL EVALUATION REPORT gf(? aL - #1798 in accordance with Comm 85, Wis. Adm. Code Pa e 1 of 4 s w roressional, P, s g k tplX COIJIV p Schmitt Soil Testing, Inc. V,e W, Attach C* li TMDh~e6g'n $►an 8% x 11 inches in size. Plan must County include, tl imited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Part of: 030-1021-20-150 Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). GI~f ~ 7J.4K1Tz5 (A) /-4 -f S Property Owner Property Location Andrews, John & Marcie Govt. Lot SE1/4, NE1/4, S6, T29N, R19W Property Owner's Mailing Address Lot # Block # bd. Name or CSM# 229 Sommers Landing 2 S S G C7 410 City State Zip Code Phone Number Lj City ❑ Village X Town Nearest Road Hudson WI 54016 715-441-0251 St.Joseph River Road EA New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD L ] Replacement ❑ Public or commercial - Describe: Parent material Outwash (Jewitt series/Brkhardt Series) Flood plain elevation, if applicable 26AIAK ft. General comments Area is suitable for a conventional system with a 0.4 gpd/sgft rate. Possible system elevation for area 1 is (step trenches) High and recommendations: 88,0', Low 863. Slope is 18%. F-11 Boring # Boring WILL t= G aT Z o F r-kTU 6: rP" f Pit Ground surface elev. 90.55 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr4/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 9-19 7.5yr4/6 none sl 2msbk mfr gw im,2f 0.6 1.0 3 19-30 7.5yr5/6 none Is Osg ml a 0.7 1.6 4 30-43 10yr5/6 none grs Osg ml cs 0.7 1.6 5 43-96 10yr6/4 none fs Osg ml 0.5 1.0 F21 Boring # Boring Pit Ground surface elev. 90.55 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-9 10yr4/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 9-20 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 20-30 7.5yr4/6 none sl 2msbk ml gw ivf 0.6 1.0 4 30-39 7.5yr5/6 none vgrls icsbk ml gw 0.7 1.6 5 39-48 10yr5/6 none s Osg ml as 0.7 1.6 6 48-100 10yr6/4 none Ifs icsbk mvfr 0.5 1.0 * 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) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date aluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/7/2015 715-760-1978 M-8330 (R.07/00) Property Owner Andrews, John & Marcie Parcel ID # Part of: 030-1021-20-150 Page 2 of 4 a Boring # Cj Boring Pit Ground surface elev. 85.85 ft. Depth to limiting factor 98+ 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 0-10 10yr4/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 10-24 10yr4/6 none grfs Osg ml cs iVf 0.5 1.0 3 24-41 7.5yr5/4 none gris Osg ml cs 1Vf 0.7 1.6 4 41-57 7.5yr5/4 none grsl icsbk mfr cs 0.4 0.7 5 57-66 7.5yr4/4 none IVfs lcsbk mfr as 0.4 0,6 6 66-98 10yr6/4 none s Osg m1 - 0.7 1.6 Boring # Boring D 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/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ett#2 Boring El 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 *Efr#2 * Effluent #1 = BOD5> 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. SBD-8330 (R.07/00) Sthff tt Sod Tesft, Inc. _ Confiuctedy: Page 3 of Co6du-c .r0r Schmitt &Sons exc4vatin Lnc., ` _ g.- ;Name _ John &;Marcie Andrewa; _ Thomas J. Schmitt, SST 227429 Address: 229; soMmers Lading - W Valley View Trail - tate, Zip: Hud ony W 54016 qty'S Soinersat,WI54D25~ _ Phone: X15-7 ;1978 PI P: 030-1021-20 150 - Lof No - - Le6al-De scr ion: SF '1/4 NEI/ S6 `li'29N Rt9W ■ ,Backhoe Pity - County: - - TownshiCount St. Joseph Town'shipi . Croix County Beach Mar St k 1 1QO.O0 Top of 2" VG Pipe. °Benel Marl 2 -~-I. Sligo, to _ © p of 2,. PSG; pe 1$% t Sole 1 - _ 401 , : t 7 - r _AA _ a G T , r r.. i , - - - a , F f_A : L-A : ~ t ~ Std ior, Ali- 9' Iii y~ ^,°a!•Sg... , ~-k S.1 *~t k ACS .~.•e p _ t ~ tzs L.•5 N S C l) ~.G c ~ :aw t,- fit-. df '•~.:,r~ Y ~ ^~..,v' ~`~'s ~lt~, r+~x ~ :fit.. y,,~g• ti~t,~.4~• Ott "'s`'l~` e ~w .,,t tqB- S• <.vli v7'_~pg- ng~'i •k "~`':-'S ys ie S 1Y J£: • ' <rsx3 t t ]•u' ' ~ ~ :i. 5 r w' =J'~ y y ~.f~~ t,, 'vryT+ R 4y'' al. t',V 1".Y:I. gym':f. Ma r:.~.Y• V4 ~Oi y~ !j { : u ILV IM L. N mt ti 4 ' 'K x1 rRECEIVED rtment of sdl L EVALUATION REPORT Page 1 of 7 ._.~P ety and in accordance with Comm 85, Wis. Adm. Code 6T 6~ lac ;l~f tal Services Schmitt Soil Testing, Inc. -I0~rfy DEVELOPMENT County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. (E'ASfir percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Part of. 030-1021-20-150 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Andrews, John Govt. Lot SE1/4, NE114, S6, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 229 Sommers Landing Tikp- C State Zip Code Phone Number ❑ City Village ❑ Town Nearest Road Hudson WI 54016 St.Joseph Trout Brook Rd North New Construction Use: K Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material Outwash (Burkhardt Series) Flood plain elevation, if applicable 26A)9 _X ft. General comments Area is suitable for a conventional system with a 0.5 gpd/sgft rate. Possible system elevation for area 1 is (step trenches) High and recommendations: 91.10', Low 89.40'. Slope is 14%. Boring bF csrh, Na rK o sm U. ti, P."57o3 pijLdp°SEV coT 1 F-1 # Boring pit Ground surface elev. 94.10 ft. Depth to limiting factor 96+ in. Soil Application Rate 2 Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft *Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 8-19 10yr4/4 none grsl 2msbk mfr gw 1m,2f 0.6 1.0 3 19-39 7.5yr5/6 none grs Osg ml gw 0.7 1.6 4 39-57 10yr5/6 none ifs Osg ml cs 0.5 1.0 5 57-96 10yr6/4 none s Osg ml .7 1.6 Boring # ~ Boring F'j Pit Ground surface elev. 94.10 ft. Depth to limiting factor 97+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~Eff#1 'Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr as 1vf 0.6 1.0 2 10-23 7.5yr4/6 none grsl 2msbk mvfr gw 1vf 0.6 1.0 3 23-34 7.5yr4/6 none grs Osg ml gw 0.7 1.6 4 34-97 10yr6/4 none s Osg ml 0.7 1.6 Effluent 101 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt d 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 4/24/2015 715-760-1978 SBD-8330 (R.07/00) r ~ Property Owner Andrews, John Parcel ID # Part of: 030-1021-20-150 Page 2 of 7 F1 Boring Boring # Z Pit Ground surface elev. 98.85 ft. Depth to limiting factor 105+ 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 0-12 10yr3/3 none A 2mgr mvfr as 2m,2f 0.6 0.8 2 12-25 10yr4/4 none sil 2fsbk mfr gw 1m,2f 0.6 0.8 3 25-38 7.5yr5/6 none grsl 2msbk mfr gw 0.6 1.0 4 38-51 10yr5/6 none gris Osg ml cs 0.7 1.6 5 51-105 10yr6/4 none grs Osg ml 0.7 1.6 Boring # FJ Boring Z Pit Ground surface elev. 95.65 ft. Depth to limiting factor 103+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mfr as lvf 0.6 1.0 2 9-36 10yr4/4 none Sid 2msbk mfr gw ivf 0.4 0.6 3 36-47 10yr5/3 c2d 7.5yr6/6 sil imsbk mfr cs 0.4 0.6 7.5yr6/2 4 47-103 10yr5/6 none grs Osg ml 0.7 1.6 E $S.;o Boring F-s Boring # E Pit Ground surface elev. ft. Depth to limiting factor 23 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 0-9 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 9-23 10yr4/4 none sicl 2msbk mfr gw 1vf 0.4 0.6 3 23-54 5yr4/4 m2d 7.5yr6/6 sl Om mfi 0.2 0.6 7.5yr6/1 * 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) Schmitt Soil Testing, Inc. Property Owner Andrews, John Parcel ID # Part of: 030-1021-20-150 Page 3 of 7 Boring F6' Boring # Z Pit Ground surface elev. ft. Depth to limiting factor 15 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#z 1 0-9 10yr3/2 none sl 2mgr mfr as 2vf 0.6 1.0 2 9-15 10yr4/4 none scl 2msbk mfr gw lvf 0.4 0.6 3 15-19 5yr4/4 m2d 7.5yr6/6 7 5yr6/1 sl imsbk mfr gw 0.4 0.7 19-51 5yr4/4 m2d 7.5yr6/8 sl Om mf 0.2 0.6 4 7.5yr6/2 Boring Boring 7 Boring # -<j Pit Ground surface elev. 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 0-7 10yr3/3 none sil 2mgr mvfr as 2Vf 0.6 0.8 2 7-19 10yr4/4 none scl 2msbk mfr gw 1Vf 0.4 0.6 3 19-61 5yr4/4 m2d 7.5yr6/6 7 5yr6/1 sl Om mf 0.2 0.6 Fs~ ❑ Boring Boring # Z Pit Ground surface elev. ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-11 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 11-25 7.5yr4/6 none sicl 2fsbk mfr gw 1Vf 0.4 0.6 c2d 7.5yr6/6 3 25-32 7.5yr4/4 7.5yr6/1 sl lmsbk mfr gw lvf 0.4 0.7 4 32-55 5yr4/4 m2d 7.5yr6/6 sl Om mfi 0.2 0.6 7.5yr6/2 * Effluent #1 = BOD5> 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 (R07/00) Schmitt Shc Testing, Inc. Property Owner Andrews, John Parcel ID # Part of: 030-1021-20-150 Page 4 of 7 Boring 9 Boring # Pit Ground surface elev. ft. Depth to limiting factor 26 in. Z Soil Application Rate F -1 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 0-11 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 11-19 10yr5/4 none sil 2fsbk mvfr gw lvf 0.6 0.8 3 19-26 7.5yr4/4 none sl imsbk mfr gw 1Vf 0.4 0.7 4 26-31 Syr4/4 m2d 7.5yr6/6 sl Om mfi cs 0.2 0.6 7.5yr6/2 5 31-61 10yr5/3 m2d 7.5yr6/6 A imsbk mfi 0.4 0.6 7.5 r6 2 ❑ Boring Fi-o Boring # Z Pit Ground surface elev. 87.2 ft. Depth to limiting factor 5 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 0-5 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 5-14 7.5yr4/6 c2d 5~ji/8 sl 2fsbk mfr gw 1Vf 0.6 1.0 3 14-28 7.5yr4/6 c2d 7.5yr6/6 sl lmsbk mfr gw 0.4 0.7 7.5yr6/1 4 28-68 5yr4J4 m2d 7.5yr6/6 7 5yr6/2 sl Om mfi 0.2 0.6 5-1Z Boring # L] Boring Pit Ground surface elev. 83.55 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 10-24 10yr4/4 none sid 2msbk mfr gw 1Vf 0.4 0.6 3 24-38 7.5yr5/6 m2d 7.5yr6/6 sl lmsbk mfr gw 1Vf 0.4 0.7 7.5yr6/1 4 38-64 Syr4/4 m2d 7.5yr6/6 sl Om mf 0.2 0.6 7.5yr6/2 I « _ « _ 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) Schmitt Soil Testing, Inc. Property Owner Andrews, John Parcel ID # Part of: 030-1021-20-150 Page 5 of 7 F2 Boring # F1 Boring Z Pit Ground surface elev. 90.38 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 10-17 10yr5/4 none scl 2fsbk mfr gw lvf 0.4 0.6 3 17-34 10yr4/6 none sl lmsbk mfr cs lvf 0.4 0.7 4 34-64 10yr5/3 m2d 7.5yr6/8 sil lmsbk mfi 0.4 0.6 7.5yr6/2 [1 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring Boring # F] 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' 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 = 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) Schmitt Soil Testing, Inc. Page 6 of 7 __CoiMuctedliyc ` _Schmitt & Sons Excavating, Inc- -Name: John Andrews- Thomas J. Schmitt, CST 227429 Address: 229 Sommers Landing State,_2ip. Hudson, WI 54016 .;_Somerset W _W25 T Phone: 71 -7 0-1978 Subdivision: Pending We Signatur _ LOt NQ.: ' Backhoe Pit Township„ County: St Joseph Township, St. Croix County _ _ - flinch AAark 9 EI. 100.00' Tbp of 2' PVC pipe. bp--of-2"'PVC pipe A Bench Mark-2-El. 101.73' T Slope=! 14% . - Scale V= 40' _ - - - ~ - - se t~" a~ - - - - - gtz ~ - - ~S V3, S'/ Page 7of 7 Cond-urcted 6 Y Conducted For: _Schmitt & Sons Excavating, _lnc_ John-.Andrews _ Thomas J. Schmitt, CST 227429 Address:: 229 Sommers Landing 58617a7(ey WeW Trail - City, State, zip. -Hudson, WI 54016 _Somerset,W1.54025- Phone: 715-790-1978 Subdivision: Pending signature t-~ r+ *•c~ Lot NQ.: _ _ -egal-0eseftphon. SE1f4-NEE/4-S6 T29N Rim - - P Backhoe Pit Township, County: St Joseph Township, St. Croix County A Bench Mark 1 El.100.00' T+op of 2' PVC pipe. A Bench Mark-2-15 101-IT To of-T! PVC pros: R Slope= 14% - - - 100 Scale I"= _ 4 7 a 41 'C7 - - - - - - - - - .a