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HomeMy WebLinkAbout040-1331-37-000I D 200000 22 03 60 -D Z V ICIA MAY 3 1 2V21L EVALUAI-ION REPORT \Vlsconsxin L-B-Partnerit of Commarc, Page D; 0 - Msic)n of SI aritj Build L at vt �tGomr-n "A Vv'is- Code �-Jtac�i compiete site Plan o;-, pap IORAJ�atin iizs. Plan mustindude, Nx not 11mitat to. ventcall and honzoita�, re-iereneO.S. paint, (BM, 'j, dilrec�o,,, antd, Paroe .[D. pem-ent slope, scale or dimensions, north arrow, and 1cw,-atioin and distance tc. nearest road. NO ZC9. 3Z —a�o L10- -1000 tL� Flease print aft informztlort. Revie ed by Date '4 Peirsoriv information yo-u proviop- rnav be usx_-� tot, Es=nciary IpQrpcyses (Privacy Lz%A,; t. I E.04- (1) (m)�r� %� Pro,ze.-tv, 1M1 red rf Property Locatfc,'l N R E (I V�d4 55 Lot Propperty Cwner's M '0 6� Lot # Block NaT* (Y CSIVI# z� C-ftV Zip code Phase NOMber Li �rillage Town Nearest Ro ro rye.rye., const"Uctia) Use Residential c -/ Number Code de v dc-sigri flow rate GAD Parentmate�al el /_,� '�o 1-1r'E-4m Mood Main el vation ffa plicable %or ConvTe, ts 57'oo-ti r, S. lsam Tvndlv vstem Eievation Bore Boring le, 1?? Pit Ground surface elev. ft. Depth to lirnibng `actor I snit kr)nlirAtinn Rats Korizw Depth in. Dominant Cokor Munseli Rec�ox DescFipt-101I Qu. Sz. Cont. Coior 16AU7e Structure Gr. Sz- Sh. Consistence BOUndwy I Roots GPDfff *Eff#1 *Eff#2 4P "91 LIZ e2s o, 121 Boring 01 J'Boring C/0-IIIIII'I I ) Pit Ground surface elev. ft. Depth to limiting factor - in. if I I Snit Annfinafinn RatA Horizon Depth-] in. Dominant CI Munsell Redox Description Chu. Sz. Cont Cdor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 Vr 12-1 to vr F s b r) Scy w I IV14 ,. lov-Iff I vr H/to 1 3 Effluent #i = BOO. 5, < 220 mrL and TSS s30 < 150/311L Effluent #2 r BOD. < 30 rngL and T55 < 30 mg[L CST Name (Please Print) nature CST Number Bird Plumbing, Inc. Shaun Bird '40 226900 "00 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, W1 5401;00IIIIIIIII� 1017 715-246-4516 �1 Property Owner Parcel ID # Boring # Boring k:it Ground surface elev?6A Page of Depth to limifing factor 0 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff Eff# 1 *Eff#2 Lo -MOMMMUMM TP11 vylf r 40, C3 ?-W � i -, 0 (()v Ci 0 (0 Boring # ❑Boring Ground surface ele ft. Depth to limiting factor in. "/a Pf pit Wr F I Soil Application Rat Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 f I/ ctvrllh I"- r M tr '2-W .. / -bie M.- Le) F F5 M 171A N A r VLO I I I I ❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in. pit I Soil ADNication Rate Horizon ')epth in. Dominant Color Munsell Redox Description. Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 * Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, f 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 '17Y 608-264-8777. SBD-833© (RAM) F�J Boring Q Well PL Property Line kBMorVRp Assume Elevation 100 ft. Soil Test Plot Plan Project Name Oevering Investments Shaun *rd Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 cslrffA #226900 Lot 37 Subdivision Vistas of St.Croix 1st. Date 5/26/22 N 1/4 N W 1/4S 15 T 28 N/1319 W Township Troy County ST. CROIX 3/4" or 2" pipe System Elevation TBD *H R pSame as Benchmark