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HomeMy WebLinkAbout032-2185-35-000 (2) „ r_ Wisconsin Department of Commerca SOIL EVALUATION REPORT Page_L of 3 Division of Safety and Buildings i in accordance with Comm 85,Wis. Adm. Code County Attach complete site plan on paper n""oiT sthan 8-4/2 x IT in -• -.An apt include,but not limited to:vertical and horizontal reference point ``∎ «It•.r aid Parcel f.D. O•2 ���if s- s-. ..ca.)slope,scale or dimensions,north arrow,and location an. •ista # / J U Please print all information. Re • wed by Date .. ,A),.1S6Lt Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). F665.I31 .ems Property Op Property Locati , e /o c,-” , Govt.Lot 64 1/450/ 1/4 S p T3/ N R E(o 0 p . • -is Mailing Address Lot• Block• Subd.Na - oor-CS ' /e..71-/- / City State Zip Code Phone Number ❑City ❑Village / - • / �Nee7arest Roe. i 7 ' /' I. _,ICI.. 4 ( i Virg ,. a „ie �L _ Jr, `.20? rate . 1D tS V° GPD New Construction UsResidential!Number of bedrooms 3 Code derived design flow a � PI ❑Replacement ❑ Public or cir nmercial-Describe: ------- -- /1/J ft. Parent material (le 7 r irr Q�� 9 Flood Plain elevation if applicable General comments .3r^ J 9 0 and recommendations;] )�4 _' &/P��� � S ,5 S f eP,// 6",-c- -- i Boring nng # Bo 7 -i ft. Depth to limiting factor //, in. pit Ground surface elev. �� ( Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu.Sz. Cont.Color / Gr.Sz.Sh. •Eff#1 •Eff#2 or Mal ' /'/ .� ,. .�1�� • 0 -3 4-- AraMM'. li� MEM 4 , M MI I MI ...111WW._ •......,11MLL NMI icbv,, 1r4ZcDC ■ • rj Boring ' - p� Boring# Pit Ground surface elev. 1' Z ft. Depth to limiting factor, in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 2 / - c,L ci 56 fmilliMINIIMEN -/ 'C 7 •Effluent#1 =BODS>30<220 mg :<_/L and TSS>30<150 . /, , `Effluent#2=B0D <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig s, CST Number j� , 226900 Bird Plumbing, Inc- Shaun Bird Address / Date Evaluation Conducted Telephone Number // 1008 192nd Ave, New Richmond, WI 54017 ,—/S—©f 715-246-4516 • Property Owner Parcel ID# Page of 3 Boring# Boring pit Ground surface elev. ( D 1►�ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD& in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 l 0- ('4 ■/O( 3/L / 2)79i— r774i--- C S . 2P/t • ro 7. 0 Z Pi' l r( Cl , w /f sY -� •- �l > V/ / M �. a E a CSC IIIMIIIM _ Boring# El 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/if - in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 Ong# ❑ 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 I I - •Effluent#1 =BOD;>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD6<30 mgL.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(8.6/00) Soil Test Plot Plan // Project Name P.C. Co!lova Birds. in Sha ird Address P.O. Box 489 // Somerset Wi 54025 M #226900 Lot Subdivision Wild Turkey Retreat I I Da t e 11/18/04 N W 1/4 S W 1/4S 12 T 31 N/R19 W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 96.0/95.8 *HRpSame as Benchmark Alternate Benchmark Top of 1/2" pipe @ 99.9' Pro Town Road • Scale is 1" = 40' 40' unless otherwise 1* noted B.M. 50' B-1 30' • 10' iilt.B.M. A5' 11 90' :-3 2% Slope 1 B-2100' 101' 408' Property Line Please note: Lot lines were not adequately staked at the time of testing. Installer must verify all lot lines and setbacks before installation! B.M.TOP OF 3/4" 80 RADIU S IRON PIN ELEVATION TEMPORARY 987.29' CUL-DE-SAC EASEMENT. TO BE • '' W 1/4 CORNER OF SECTION 12, REMOVED UPON FOUND 3" ALUMINUM MONUMENT NORTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 EXTENSION OF _ _ S 89'06'44" E 1339.17' ROADWAY / 361.86' / 360.26' I 1 6609 I I 551.05' . - -722.12'- I / / t 1�525'57'07"W / / I 91.47' I TO CENTER OF LOT 30 I �I / I EASEMENT 80'RADIUS m LOT 28 N TEMPORARY 131362 SO. FT. n / `t / 1""�'9°00 Oa CUL-DE-SAC I„ 3.01 AC. / // / / / I Aso.sea'oo' 131058 S0. FT. P EASEMENT,TO BE v w / 3.00 AC. REMOVED UPON O WESTERLY N / _ // ° / b / EXTENSION OF ' LOT 29 / / ROADWAY N 131754 / �' / SO. FT./..... .... / / 0 3.02 AC. / ��7 N 89'27'04" W 599.04' _ z .A/ / 279.20' 319.84' 567•33'00'1'! / / Gj / 86.54' / / / / TO CENTER OF—, / / / \ / B.M.70P OF 3/4" 00 EASEMENT \ / / / IRON PIN ELEVATION o _S 89'57'58" W -—--__ t /� / 998.04' S - J/, // JJ / w 193.98' h ~`' �� 9S� 2 ti ry\6• JJ. / z I° 193.98• n AVE 224TH �U_ \�\ �,�`� `L0 �� // / rn 0 �N 89'57'58" Eft--->-NUE C6�°\ , ` / ,y�o�0l, ,i, / 1345002 S0. FT. tO- w3 i3L0o68 S0.5 T. ~- \ \ / \�� / h�ryt'q' / 3.08 AC. 3.00 AC. �" �, 2 / S S / / ? B.M. TOP OF 3/4" N Z — _ ?J�/3 / / J IRON PIN ELEVA710N 1 p 997.77' IC z oz z 00 , sJ,?, /•\ N 83'20'23" V/ 535.03' o Ico o rn 0 r- 0 0 N L "x0.990.00' ' // / / \ / _ — — — — o LOT 31 LOO.IMOD. / I, I \ X f1 T7 f m '- 137273 SO. FT. ys I I \ LOT 26 / / ' ° 0 I° rn 8 3.15 AC. / INNS I I ; `� 131230 SO. fT. / / \ 0 _ / —-N 89'33'5 7" W .p r W B.M. TOP OF 3/4" / EaSF-M 3.07 AC. — —— , i ID p = 0 IRON PIN ELEVATION w 9 N 1 \\ / --' 108.33 m Z N m 01 947.90' / a G n \ / i' fC1� - �' 1 rn N 1 \ + A52 a / I 51 �1 / �G \\ \�� /l 108.90' o �' H 73'2A 0 E / /. \ \\ L!1 • \ $3.�� W. i C8��i-S 89'33'57" E' p N PCB \ \\ 639' �, _ _ — — _ Q, / $ / ` 5' i O0 j' O<ir / \ ,Ni / e / LOT 32 \ / / / 140495 S0. FT. \ / z / / 3.22 AC. �� \ o° ni on LT. / �b1 > / yo pry i LOT 35 LOT 36 4. `� o. 130965 S0. FT. 130921 SO. FT. y �a� LOT 33 3.00 AC. J 3.00 AC. U O 130918 SO. FT. N LOT 34 3.00 AC. m o 130834 S0. FT. 0, 2 3.00 AC. / 428.08' 455.12' 220.69' 236.06' z N 89'06'44" W 1331.95' aw UNPLATTED LAI IS I 1[11.7 L41 . 9) ■ t. ii I \ cul rnOAirD AC CCI.nI,∎ .o F N T i N F F R I N G 41.(-1 'C*\11