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HomeMy WebLinkAbout042-1057-20-428 (2) cST zotiS-~24 Wis. Dept. of Sa ~P-rofessional Services SOIL EVALUATION REPORT Page , of Division of~al I Y0l t d*~ t ~D VI~(jj icordance with SPS 385, Wis. Adm. Code County ~,L. 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. e4z • 467 - zQ el g Please print all information. Re ' wed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). A Z3 / A 4; Property Owner Property Location Stc 1 i~? 51 CV K - Govt. Lot ,Aj,~, 1/4 1/4 L p T IN R 12' E (or V~ Prop Owner's Mailing Address of # Block # Subd. Na or CSM# & vim. A, . /Z. )q I I Z7 !o/ 56 city State Zip Code Phone Number ❑ City ❑ Village 2Town Nearest Road <,L.'r--~ W, 5Y0 2ss ( ) JAjaA-1-g J,o .51, ( New Construction Use: ® Residential / Number of bedrooms 3- Code derived design flow rate ~{,SG GPD ❑ Replacement ❑ Public or commercial - Describe: _ Parent material Flood Plain elevation if applicable ft. General comments and recommendations: F Boring # Boring / ® pit Ground surface elev. S' ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 C IV .7 3 Ij 3 j611- 4/y N -7 7, SL11Z u Boring # Boring', / Q pit Ground surface elev. 7 ft. Depth to limiting factor in. Soil Application Rate 2 Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 > ff#2 7 q 7 AA. * Effluent #1 = BOD s > 30 < 220 rng/L S >30 < 150 mg/L ' Effluent #2 = BOD . < 30 mg/L and TSS < 30 mg/L CST m (Please Print) ) l Signature CST Number Addres Date Evaluation Conducted Telephone Number A- V A, Y- 1-9 2/ Y SBD-8330 (R11 11) - Property Owner ✓ 'G ~+d 0 Parcel ID # Page ` 2 of Borin # ❑ Boring g 1/, ft. Depth to limiting factor in. surface elev. [S4 pit Ground 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. SLLh. ff#1 ff#2 L5 C S~~ ~ir».J 'lJ K ~n ✓~z C w 317 /v 1/- y/,( - 3"% / K ✓ 0,5 - L 37 ~q /1 Boring # ❑ Boring ❑ ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. fF#1 ff#2 Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. F1 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 Effluent #1 = BOD _ > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD ; < 30 mg/L and TSS < 30 mg1L 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 throu,2h Relay. SBD-8330 (R 11/11) -lz C s c g I o o r o ~ IZI 1 r 0 i I i I CERTIFIED SURVEY MAP LOCAI-L=D IN PART OF THL SW1/4 OF -I1 1E SL1/4 AND PART 01 THL NW1/4 OF l HE SL 1/4 OF SECTION 20, 129N, [11 8W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. UNPLATTED LANDS N89°23'37"E 462.94' 7a.W, X O © 33' 33' No 0 i jf n I0 NW1/4 - SE1/4 - LOT 13 , 311 A'- o ( I~ la) SWi/4 2.00 Acres y 87,213 Sq. FL I< OWNER a yy,. X05?» V) - 4ZQ ! STEVE DALTON - 930 BRAVE DRIVE ID SOMERSET, WI 54025 f N86°24'00"E 462.65' w Z w - !D- 4Z$ ~ u, des? ~ 31c~ Cm SURVEYOR I~ LOT 12 IC) EDWIN C FLANUM NORIHLAND SURVEYING, INC. I1' w No 2.00 Acres I~ 87,326 Sq. FL P O BOX 152 cn AMERY, WI 54001 loo ful .p Iq 71 @ B E 46h.9o 0- CO ~SCO jr C O n 1cn 0 LOT 11 D 1-1 - Z 2.01 Acres ~f-~ ~m lob © 87,393 Sq. Ft. ✓ yy~ Q, CD 4Z-7 I ~~ti...NN~f. O ` , p~ 166-7 hV © r 39°E hg8,15' nW 'D.\ © N78"~2' ~p \ VIA \ Nh- Co Z_ Z LOT 10 Z4to 2,06 Acres `ut Q 0 w c< 89,613 '3(i. Ft. ~i319 I~ ~ LL cc 41- w v V 3C) U5' 7 d A . H uj Lu !2 . rr_ rf , W - w r 10 s LO ~za t3o.g7' STg°33'29,.W \ 6 6 o DoT 0175~z < w QQ II, Q 6~ 43 Doc1 a 0 z Z I Z 0 LEGEND ° ° o m cn ro v ~z N~ \0 ST. CROIX COUNTY SECIION CORNER \ POST I ION VERIFIED WIT H TIES OF RECORD OH MONUMENTED AS NOT D 'o O 314" X 18" IRON REBAR 5ET WEIGHIN , 578 33'329"W 1,50 LBO). PER LINEAR FOOT Ll - lOh.66' l 40 1" O.D. IRON PIPE FOUND C3 a 3/4" IRON REBAR FOUND m F C ° (B) SOIL BORINGS S 1/4 COP SEC 2.0 Gz ° JE CO . JLC. 20 ALUM MON FD ALUM MON FD. SOUTI 1 LINE OF TL IF ,FIM, SEC- 20 ~l N89"1056"F 498.07' N89"10'56 F 2106-41- SCALE IN FEET 1" - 120' 11 HIS INS I RUMFNT DRAFTED BY EDWIN FLANUM JOR NO 15-02 DWG - GSM DATE 5-19-15 120 0 120 SHEET 1 OF 2 SHEERS