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HomeMy WebLinkAbout042-1057-20-426 (4) csT-26tr- 02- 7 R Ewa, 1-4-,, Wis. Dept. of Safety~and Professional Services SOIL EVALUATION REPORT Page of Division of Safety-ancalilei )X COUNTY -ibMtAUNi TY CLV .1-,...}crIM nce with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~Fr include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. A percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 64Z • 16$7 ZO 41&f v Please print all information. Rev, wed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). L-A /Akis Property Owner / Property LocationSv., J' J f£ V C' Z),! 1- d`A/ Govt. Loth 1/4 Nf- 1/4 L o T Z N R /F E (or) W Property Owner's Mailri Address L~t # Block # Subd. NarrA or CSM# City State Zip Code Phone Number ❑ City ❑ Village K]Town Nearest Road (7 -4 ~4'.rrr1 f.~S f' S~ aZ ( ) W t$ ti ti t ~J O / 5`t New Construction Use: ® Residential / Number of bedrooms 3 '1( Code derived design flow rate YJ O ' Co GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: ® qz- / Boring # Boring ~'7. pit Ground surface elev. 7 ft. Depth to limiting factor in. 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 /T3A K - C-S . 3 17 1'6 It- /L ~ /anti y~Y c~ J ~ ~ ! - 7 z.- 2 ❑ Boring # Boring V~ ~Z © Pit Ground surface elev. ~ 7.7 ft. Depth to limiting factor ~--in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 jA, /7 .7 sbK 3 161Z Y/y ✓ ra -a-n - • 7 i Z- 21 .1 ' Effluent #1 = BOD _ > 30 < 220 rng/L and -W31>-30 < 150 mgiL Effluent #2 = BOD . < 30 mg/L and TSS < 30 meiL CST Na lease Print) _ Signature CST Number 10. c k Ct w A a Z C % Z-- Address Date Evaluation Conducted Telephone Number i s If Property Owner I4d •ki Parcel ID # Page c~ of J Boring # Boring r F3 pit Ground surface elev. q7-9 ft. Depth to limiting factor > ~c`~n• 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 10-1 117 ETA /C- lah - L ❑ Boring # Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate ~ Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD/ft Z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 I I I I ❑ Boring # Boring 7 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 Z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ffi#1 ff#2 I Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L - 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-3330 (41 li 11) s ~ ~ r 3 r 3 L - 1 ik- ~ I M r3 T 3 4 J 1~ I i CERTIFIED SURVEY MAP LOCAI-L=D IN PART Of= TI-1E SW 114 OF Ti1E SL1/4 AND PAR I- OF TI-iF ~ NW 114 OF THE SL 1/4 OF SECTION 20, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. UNPLATI fD LANDS N89°23'37"E 462.94' ~s•~X F - i ® © 33' 33' v O rn r n o I- I~ NWIM-SE1/4 Crl - - LOT 13 - - I I ICo Swii4 = sF1/4 2.00 Ages 87,213 Sq. Ft. q o OWNER Q7Z~ ~O,j?» Zb " 4Z / ° STEVE DAl_roN e"? - 930 BRAVE DRIVE I~ SOMERSET, WI 54025 (N86°24'00"E 462.65' /64? I. 2 - 2D 4Z$ co ~ 0) 311~o IF- SURVEYOR z 6D I EDWIN C FLANUM I~ q LOT 12 N o n NORTHLAND SURVEYING, INC. N N 2.00 Acres IQ w o I(~ P.O. BOX 152 87,326 Sq. Ft. III v, W AMERY, WI 54001 I Q, 00 I~ N B o ~o Irn N82°05'37"E 454.90' o In Icn ~ Ir O + a LOT 11 A N i~ I-t = 2.01 Acres .7-11 ~rn I0) low, © 87,393 Sq. Ft. ~ml WI Q. • r ® 7 2-0 Z-7 SUA~~.~% W 166 O Nag"5?_'39°E 4g815' B ~p \ N,) to N b F_ iD Z Z4co w LOT 10 © 2,06 Acres - /y 0o w X 89,613 Sq. Ft. /O S1 C,3ia n \ cn ~ u O c~ w o u ) t{Z 7 `w 391 05' L w w Cf) cr- rn L Li Z N 130 32' S~ 8033 29"W 52~ .3~' e ' w L S_M_ \ Q w C CE C) L01 9 ~t11-7582 ? z 7 Q 614[)oG - \ \ 9 _j ~ z z-=Z° 27, V. E~ C0 v LEGEND Co ° a SL CROIX COUNIY SECTION CORN[ POSIT ION VERIFIED WITH TIES OF o RECORD OR MONUMENTED AS NOT D U~ D 3/4" X 18" IRON REBAR sET WEIGHIN ST8°33'~.W 1.60 LBS. PER LINEAR FOOT [OA.fiS - O 1" O.D. IRON PIPE FOUND I ~lz 0 3/4" IRON REBAR FOUND vi~ D (B) SOIL BORINGS S 1 /4 COR SEC 20 w ° SE CO 1. SEC. 20 ALUM- MON, FD ALUM- MON ED. 011111 LINE Of THE SF 114, SEC 20 N89°1056T 498,07' N89" 10'56 F 21064/ SCALE IN FEET 1" = 120' 11 IIS INSTRUMENT URAFTFD RY EDWIN FI ANUM ~ JO R NO 15 W LANG CSM UAI E 5-19-15 120 0 120 SHEET 1 OF 2 SHEE IS