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HomeMy WebLinkAbout020-1485-03-000 (2) Wisconsin Department of Commerce SOIL E~P~TI REPORT Page of Division of Safety and Buildings in accordance with Com~r`41 'QrSfY', -0, 1 1 -County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Ci Please print all information. Revi by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). J 5 Property Owner Property Location _ Govt. Lot 1/4 /4 _ T /n N R 1 ~a E ( r) W Property Owner's Mailing Address Lot # Block # Subd. 7M# -r-1 Ce- CM"1-*r L) 1 ---1 ~j City State Zip C Phone Number ❑ City ❑ Villa Town Nearest Road, A . C L4 < ( Construction Use. esidential / Number of bedrooms C Code derived design flow rate GPD ❑ Replacement ❑ Public or mmerclal - Describe: Parent material V J Flood Plain elevation if applicable NUJ 1 Y- ft. General comments and reconxnendations: 11 ~~,j~, ~ System Type © hJ J (~n1;6CA _ P ystem ievation OZO- 1651e_ !00 --t:1/0 i Boring # E] Boring M I I I A Pit Ground surface elev. ) Depth to limiting factor L7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 60 Boring # Boring bq-pit Ground surface elev. f eft. Depth to limiting factor o in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 'Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird ~"-'`w 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 5401 " r o r 715-246-4516 Property Owner _ Parcel ID # Page of 3 Boring E Boring # Pit Ground surface elev. ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o-13 U ,,S 1 > t 1 F-1 E] Boring # E] 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. pit Soil Application Rate Horizon ' )epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff 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 = 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-9330 (RA/00) Soil Test Plot Plan Project Name Kernon Bast Sh Bird j Address 948 LaBarge Road / ~.1W Hudson Wi 54016 TM #226900 Lot 3 Subdivision Cedar View Dat 11 /9/15 SW 1/4 NE 1/4S 21 T 29 N/R 19 W Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. top of 3/4" pvc pipe System Elevation TBD *HRPSame as Benchmark Scale is 1" = 40' unless otherwise B.M.* noted 10% Slope B-3 40' 100' 99' 30' 101' 100' B-2 0 B-1 200' Mustang Drive v~ .,K~ r , GSi ZocS- Ott Wisconsin Department of Commerce' SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code y County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. &M Please print all information. Reviewed by _ f Date Q /r- Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). IjIQ[{1 /VTUIN / Properly Owner Property Location _ F) J Govt. Lot 114 1 /4 S I T I N R "I E (or W Property Owner's Mailing Address n Lot # Block # Subd. Name or CSM # a C.1 j - 6?j y6 l City State Zip ode Phone Number ❑ City ED Vllag¢ Town Nearest Rod Vhf i New Construction Use. Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public,,pr commercial -Describe: Parentmaterial , i t r" s' Flood Plain elevation if applicable f✓1T7~ Z-_ 6_ X ft. General comments o.tJ gE f41& AM Y 'D ~ and recommendations: 4 S~Oi~ - System Type_ 7 rJ /t',^.,4-~ j i7 'tom System Elevation_ NKir~? 0/}p,~t_ ; oZ0- OSK~ d-OlO N El Boring Boring # it Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 yr~ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redo. Description Texture Structure Consistence Boundary Roots -E GPD/ff2Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r) i 1 ✓ Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg(L CST Name (Please Print) nature CST Number Bird Plumbing, Inc. Shaun Bird s . 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54 l 715-246-4516 l - 3 Property Owner _ Parcel iD # Page of Boring # FS-1 ❑ Boring pit Ground surface elev.! Depth to limiting factor in. Soil "cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. °Eff#1 °Eff#2 ~j -7 1 or~ 4 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. °Eff#1 'Eff#2 ❑ Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 °Eff#2 ._t7t ° Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/_ ° Effluent #2 = BOD, < 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. 580.8330 (8.6/00) Soil Test Plot Pla Project Name Kernon Bast Sh " n Bird Address 948 LaBarge Road Hudson Wi 54016 / CSTM #226900 Lot 3 Subdivision [date 4/15/15 SW 1/4 NE 1/4S 21 T 29 N/R 19 W Township Hudson F-I Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. /top of 3/4" pvc pipe System Elevation TBD *HRpSame as Benchmark Scale is 1" = 40' unless otherwise 518' Property Line noted 30' ~ B-2 3% Slope 10 B-3 90, 45' 515' Property Line B.M.* 45' 80' B-1 200' 99 200' ' 100' Area of poor soils Mustang Drive