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Home My WebLink About026-1149-25-000 (2) Wisconsin Department of Commerce SOIL EVALUA N REPORT Page of 3 Division of Safety and Buildings t in accordance with Comm 85, Wis. Adm. Code I Attach complete site plan on paper not less than 8 Ation, hes in size. P(~Wi , indude, but not limited to: vertical and horiz to fe nt (BM), direction an6 Parcel I.D. percent slope, scale or dimensions, north d d istancetDinearest roapf e ' //y ^ 5 ~ ~ n Re ewed by Date _yf Please p tnf ation. ,,'O00q Personal information you provide may be fo econdery purposes (Privacy Law, s. 15.04 (1) (m)).H Property Owner Property Location DeJi°/ /n Govt. Lot -5k.) 1/4/~tdl4 S 3 T _?o N R E (ory6j Property Owners Mailing Add ss Lot # Block # Subd. Name or CSM# 14133 ~Pr wv o Sa as- - To ~ ' "Z/--, City State Zip Code Phone Number ❑ City ❑ Viil RTo Nearest Roa s( ) 2 r /yam s a New Construction Use Residential / Number of bedrooms Code derived design flow rate bZ~ GPD I] Replacement ublic or commercial - Describe: Parent material Flood Plain elel ap t ble e~C ft. General comments L and recommendations: Q t System Type /7 7 / System Elevation-, F 1-1 Boring # ~ Boring / Pit Ground surface elev. 5 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 '011 Z' 0 D- S - a Boring # ❑ Boring Pit Ground surface elevld f S ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 3Iz J m Cam' Z- y- ~ s G mob` ~ y ' 3 - 0 - s~ Lf.2 4 Z2 n// -7Q ;-4 q1 • Effluent #1 = 1300, > 30:5 220 mg& and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Nan (Pew Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 'j~~ Address Date Evaluation Conducted Telephone Number 1008192nd Ave, New Richmond, WI 5 r- 715-246-4516 Property Owner _ Parcel ID # Page of ❑ Boring # ❑ Boringo L Pit Ground surface elev. ~ ft. Depth to limiting factor c/ 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 7- S- 40 a 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 F-1 Boring # ❑ pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. 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 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/_ 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-8330 (RAW) • Soil Test Plot Plan /8B* Project Name Oevering Homes Shaun Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 C #226900 Lot 25 Subdivision Tory Pines II Date 6/6/13 S W 1/4 N W 1/4S 36 T 30 N/1318 W Township Richmond F-] Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation 101.0' *HRPSame as Benchmark Property Line B M Scale - 1 /4n = 10t 99.5 101.5' 8% Slope g _ 3 Scale is 1" = 40' ~ B-1 unless otherwise noted B-2 490' Property Line 142nd St. • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of .3 ' Division of Safety and Buildings J in accordance with Comm 85, Wis. Adm. Code County ~ Attach complete site plan on paper not less than 81/2 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. -(Yj 6 please print all information. evi by Date i Personal infannadon you pie may be used for secondary purposes (Privacy law. s.15.04 (1) (m)). (1 2 Q J Property Owner . Property Locati /Ayes (Y1 of Trnc f . LLc Govt. Lot 3Lj 1/4&jtj 114 S ~(p T N R E (or Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# _ 3 -Pe 215 1 q Su Pa City State Zip Code Phone Number ❑ City ❑ Vllage Town Nearest Road E} New Construction Use: Residential / Number of bedroorrts3 _k- . Code derived design rate GPD ❑ Replacement Public or commercial - Describe: Parent material Flood Plain elevation If appliica ~4 ft. General comments S~~D>1~~:/ fG/ U U and recommendations: '740 Y n,a se-ion eve- ,33 t3 -~o [T] Boring a ❑ Boring 0 / L~ Pit Ground surfaceelev O' 34 ft. Depfh to limiting factor=J, in. Sol plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roo = In. Munseil Qu. Sz- Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-14 1~ 3l2 2m C I v - 1q- ID I ~ sf~ i 2mslok ter C-5 .5 310--41 IU - id, Zr65bk m fr c3 _ y . (o 4 1-4 l0 CZP -1. 5 r 4Co 1 3bk- n4i - `f (p Boring # ❑ Boring 4 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/ft= In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 D-I2 1C~ r 312. s~`.1 bk e5 1'j 5 , $ 4,1 (q i g~ c I ZY,, k r cS Z 12-3~ I 3 8-5cP ICS y I~ - 5 cl ZrnsbK ~r c S , .y C~ U 50-30 I0 (o Ds - - y Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS 30 mg/L CST Name (Please Print) gnature CST Number r 2 553Dq Mam Address Date Evaluation Conducted Telephone Number C~15~Z47-'100$ Property Owner &Yxe 1-w cs- fY1en` ' LLC, Parcel ID Page • Z 'of F3-1 Boring # ❑ Boring pit Ground surface elev. ~4U' 3a fL Depth to limiting factor Ll 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz In. Munseli Qu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 •Ef1#2 1 O-IZ Ib 3I2. 5i I 2rrlabk ry-Nvr C I vl . 5 . $ S I' I Zn, lYl~r s - 2 12- 10 1-i I L] 3 3a -jig Ica -4 ry) SI J k- CT- 10 r CZ P 2 -5 r ( ke Su 3msbk v~~ - - LI Ca El Boring # ❑ Boring ❑ Pit Ground surface elev. R Depth to limiting factor in. Soil Application Rate Horizon Depth • Dominant Color . Redox Description Texture Structure Consistence Boundary Roots GPD/ftt In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ❑ Boring # ❑ Boring . - ❑ Ground surface elev.. ft Depth to limiting factor pit in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPD/112 in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef1#2 - • Effluent #1 = BODS > 30:! 220 mg/- and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg& 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. M-8330 (KOM) 4 PAGE 5 OF NAME t1~ S LOT# Z S LEGAL DESCRIPTION 5t.~ ~1v+i `a ,S T Sn N R /.~TiQ62C SCALE: 1"=_?-C D - - - BM 1 ELEVATION /00- BM 1 DESCRIPTION o O uG 'O e- - f- BM 2 ELEVATION * U Sec . 36, BM 2 DESCRIPTION ~of "eu~ 9, e I SYSTEM ELEVATION /0/,00 ALTERNATE ELEVATION iy /K) CONTOUR ELEVATION / o yo - 97-bd I /J~ ran ~ SIG TURE~ DATE ~2 - O