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HomeMy WebLinkAbout038-1092-80-000L VF APR 2 S 2023 W1scx;vn, Depaqrnem of C; mer-,z- st, Croix COu!-1t\y, Page 0+ Community DeveloPrne�O L EVA� LJA'ICN RE�� L O-vtsior o'Safe.Ny ant 6iii-di'v- Ir. ac,-Dsncz Wtth ktaci c*m-piete site plan oir paper no. iess than 6 x hches in size. Piat-,L Fnusl X_ ICY '0 --V(U L =t - ve, rizoi arc irl,jude, but not lim, it . tc. tca� and ha ta, refieren��e pot. rt IBM' directio perc-ent sio , sc-aie or dirrie-stions , nortt- arrow, anIccator. and distance tc newesk road. Flee -. Se pririt all informstjors. Re Date PWSOM& Informs6or vo-�. P-Ov+oe —,e,- be use6 for secork3ar� p;jrposeze 'Pnvacv Law L, C.� IM)". Properiy C**ner Pm=ertv Locatio^ Z 7 LoVVLA.,) ic-r,�.- Subd. Nameok, i Lot # 5 Propety Oww�s Maifind z. A&ess I C2 0 11 C�_5 C, IZJ� Owe Allag state Phone N-sm--w Neares. 0 0 ty e Own ZZJ? �O/ K' �31 S I tr�'F�.�. t .1 - - - I - cz r Resibenta� /INjrn, IS 7 4— ode deri red desior. 50-w rate � of.. comme'--a' - Describe - Pared material, (-qttA -tic Fiood Plair,, eievabor, e applicabie i cxf1'1&'atf =t If 1 ts E and vaxnevndaj,,.�,0 "--y-stem, TvP-L2AJ",;t� Svsterr Eiev,-Mtio.-,� F I T0I I Baring # Flit kz: OLE KZUT 10`.fi VMV 1 4 ILI j.,mpu I W UT I g4ul vt4 ;4CILvAVx -2plicatic r, Rate Depth in. Do-.ihanf Cc crDescript!x MunseF Ou. Sz. C-Ont. 00ior Texture 1 Structum G,,. Sz. Sh. Consistence Bounda.ry, 1 Roots lzpom *Eff#1 Eff#2 V'2 I smng # L L111i Fit kzrounc sunace eiev. 4 4 o L--' T1. oepu-t to nmiung TacEor C.2 in. Soi� piication Rate HOrLZOr. Dept l in. Dominant Coior Munsell r Redox Desr,-rip on Qu" Sz. Cont C101or Texture Structure Cr. Sz, Sh, Consistence Boundary Roots GPOM *r"Efti, Cff; # /2 z 17 AKII zv/ Vt EffVLxft S 0D, � K < =, ff *AL a-i%,.'L TSS > Y,< I 51r7w Ef9jent r2_ = K-11D. < ao rrr� and T &S < 30 Mv91L CST Name (Please Print) P-C- 005; CST Number Fri Bit Plumbing, inc, Shaun Bird 226900 Address LVate Evaluation Conducted 7eiephone Number w Fe.*,,IZ 1432 120th St, Ne,,_-.hmond, W1 54017 1*1 4�� 715-246-4516 L41 -.� Property Owner Boring # ❑ Boring Pit Parcel ID # Ground surface elegy. IdoVe ft. th to limiti 49 b in. �P n9 factor r 1 h Page of Anil Qnnlirtntinn 0 Redox Description Qu. Sz. Cont Color tructure "fit' rzfM Boring # ❑ Boring pit Ground surface elegy. ft. Depth to limiting factor in. Soil Application Rate on Structure Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Anil Annlift2 inn Ratan Qu. Sz. Cont. Color • Effluent #1 = BODS > 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. SOD-3330 (RAM) Soil Test Plot Pla Project Name Mark Singerhouse Sh; Address 2025 11 Oth St. New Richmond Wi 54017 Lot Subdivision ------- NW 1/4 SW 1/4S 22 T 31 N/R1 8 W F-] Boring 0 Well I'll, Property Dine k BA/1 or VRp Assume Elevation 1©0 ft System Elevation TBD ird CM #226900 Date '%f4120120 Township Star Prairie County ST. CROIX Top of survey iron ------- W1/4 CORNER N00005'08'W SECTION 22 1050.72' l 61 fi' �N I:�- 0 4636 60©I OU Zw o cCOo CD 0 co ' CD �O w 6z � � I co I L~L1 ° 33' ' 33' QI LljI � I CC I �I CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE SW1/4 OF SECTION 22, T31 N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. BEARINGS ARE REFERENCED TO THE WEST LINE OF THE SW1/4 OF SECTION 22, BEARING N00'-05'08"E. ST. CROIX COUNTY COORDINATE SYSTEM. THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB #23-59 DWG-CSM DATE 4/28/23 FIELD 4/22/23 UNPLA T TED LANDS N89019'18"E 587.07' 540.71' 370.74' A S89°19'1 TV 417.16' A (N89°46'00"W) I i LOT 1 T 1.70 ACRES INC R/W DOCUMENT NO. 800337 cm • ---------------- co 74,111 SQ.FT. I I [ --i SMALL TRACT I Q 1 — — — — — — — — --- cv SMALL TRACT 1.63 ACRES EXG R/W 71,049SO. FT. N co I ti 0 T— I 241' T � cv Q_ IZI iT 01 co I 0 f 0 O 0 0 z �I I SW CORNER SECTION 22 o SEPTIC STORAGE TANK z -- o (NOT IN USE OR L AFFILIATED WITH I A SEPTIC SYSTEM) POLE I SHED S89019'18"W 170.01' 7 SOUTH LINE OF THE NW1/4 OF THE SW1/4 OF SECTION 22 _LOT 4-_C.S.M._VOL. 10, PG. 2719_ DOC. #511177 SURVEYOR MICHAEL ERICKSON FOUR SEASONS LAND SURVEYING. LLC 848 WILLOW RIVER DRIVE HUDSON, WI 54016 OWNER MARK AND CARISSA SINGERHOUSE 2025 110TH STREET NEW RICHMOND, WI 54017 LEGEND {� ST. CROIX COUNTY SECTION CORNER POSITIONED FROM COUNTY COORDINATES. POSITIONED VERIFIED WITH MONUMENTS OF RECORD AS NOTED OR TIES OF RECORD. ■ 3/4" REBAR FOUND _ C/) i • 1 5/16" O.D. IRON PIPE FOUND r QI D 3/4" X 18" IRON REBAR SET WEIGHING N I 1.50 LBS. PER LINEAR FOOT I W �I (R-n(xxx) PREVIOUSLY RECORDED DATA s° � I o I r :� I A SOIL TEST o CL_I C �I I l� ' `'`,, `00ti ' * it , dO t#IIp� 4b f� �/z8/23 SCALE IN FEET III = 80' mgggq 0 80 160 SHEET 1 OF 2 SHEETS