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HomeMy WebLinkAbout002-1025-80-025 > . Mconsin Department of Commerce SOIL EVAW'ATION -R--1=-RQRT Page of 3 Division of Safety and Buildings r in accordance with Comm//ll~ts: Adm ,,Qde Attach complete site plan on paper not less than 8 1/2 x 11 inche iti 5rze. Plan must' Courj S~^- CZDZX M include, but not limited to: vertical and horizontal reference point ` direction and Parcel I. /4`percent slope, scale or dimensions, north arrow, and location an siis anceI~'Wrjst~oadt.r! , z~ - Z~ tI~R ! Please print all information. ~r Revie b Date Personal information you provide may be used for secondary purposes (P acy 1,aw, s. 15 Property Owner - % ' Property Location. ~ Z 0 F U Cf~ t_1~ 1,Aj l-L. L N. 74 S EI/4 S` Z T Z N R 1 E (or W Property Owner's Mailing Address Lo # Subd. Name or CSM# `b 00 Z-N LA1061. zx4u E "T 71-~ Zb 3 _ es" I U City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road goal W1 514611, (-ILS) 38-6 , 6q s~ 'ate`-D W 1N C71+ [ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate LL S 1) GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material GL~~ Q V ThJ 1~°S Flood Plain elevation if applicable ft, General comments and recommendations:] _ 61?.✓~1~ Sri ! In 1 CTba ` r X L p p' ~~TZ ~1~1L1 S ~ ~J F 1 ~ ~L3T~L l3 U 1~ On1 1~ i_ P~ , © Boring # ❑ Boring (2 pit Ground surface elev. Q101. 5 ft. Depth to limiting factor 8 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I q t o tz-~1y - vn U~FI- 2 q ~.sK(z Y1 - l g l cso lz -rn U`1~ 2 Boring # ❑ Boring I 1 , r Z F ® Pit Ground surface elev. $ O ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 011 1p~itZ3l - s) 1 2,~Sbk mv`Fh ew l~ • S .4~ Z ~ ► - ~l0 10 316 - s i ► Z,vnsb k m. `F~^ - ~ S • ~ 3 t_~ o~ y -~.s K~ ylb - 1 s 1 bh m U C S - z 4 (1-b ~ .S ~l ~z~lL ~ ► - S Ll r. ss 1 s oW\ - 0 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) rgnature CST Number Arthur L. Wegerer rj4M C - . 01'~ 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 °I- 5-41 715-425-0165 p~~l tiG' Property Owner Vi PN u- 1 N Parcel ID # Page z- of 5:1 Boring # ❑ Boring II rr ® Pit Ground surface elev. LOO S ft. Depth to limiting factor `t 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-°► 1o~Vz3l - ~i1 Z~sbk +~vf'~- e,w 1~ .S Z q-`lo ~,syrz yl - 1s ~eSbk m v`~- C-S 3 ~los L/ 1Z -1 .SLlP 1 3 L~Sbk 3 ClloJ ►.J S ear-! t'5~) S . F-1 ❑ Boring Boring # ❑ Pit Ground surface elev. it. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD6 < 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. SBD-8330 (R.6/00) PLOT PLAN Pave 3 of 3 Scale 1' = y0' U Do N oT cp ~ aR~T ~ ~ ~ n D \SZl1iLP ~ 3. ~e ~w1t~-~. 200 ' --r 0 i / oko Il C \oo ~ 1- OP tfi~ ti 44 0 14 o-14 C Tb{ r p ►t ~DpOIB-b'Z~ty (4~~DCR;-PUS-PGPC"__W_~_(_-~_~- b~ FUSE 7' .AS T PVUJ' 1 J Lt .STLJ-( • ~1_S-01 715-425-0165 220254 01-111 CST Signature Date Telephone No. CST No. Job NO. 705tz -7 9 VOL 6 PAGE 4440 KATRUEN H. W SAS' MAR 2 2 REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD 01/08/2003 12:00PH REC FEE: 13.00 COPY FEE: 3.00 . - PAGES e Certified Survey Map No. 4440 Volume 76 Page 4440 BEING A PART OF THE SOUTHWEST 114 OF THE SOUTHEAST 114 OF SECTION 12, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN SCALE: 1 " =200' N1/4 CORNER SECTION 12 T29N - R16w a UNPLATTED -1 ,ANDS FOUND ALUMINUM MONUMENT M--- 0 200' 400' North line of the SW /1'4 of the SE 1/4 S87•s7'10.'E 661.99' U PREPARED F01*1 Chris Cartmann w Route 1 Co Woodville, Wi 540'8 o LOT 1 CV 875,361 Sq. Ft. ('20, 10 acres) o N Including R/W d t, o 848, 846 Sq. Ft. (1 X3.49 acres) to Excluding R/W "t '00 LEGEND Ca' g rn 3 M M1 AI w 3 3 lq~ Government Cor,,car (as noted) ~ N N o Set 314" x 24" steel rebar Co 00 o o CN weighing 1.502 Ifs./Lineal ft. M w q' ~j M I ~i z z Existing buildings N ° I - o ~I I Drainage arrow N j Existing drivewc 1/s { ~C ;:$~'°ti' dw.' ' PETER J. ;L rte OARTMAM ST. CRO KNAPP IAN 08 2003 ~ WI ~ 9tio suRV~o 0 o House and born to be A36D o 100' SE BACK LINE CTION 12 c - SE CORNER SE 4 T29N - R16W N87'47`204 1~ 5,,POSITION ESTABLISHED FROM TIES MAR 2 2 2004 ~~888E. VOL 1 7 PAGE 4455 KATHLEEN H. MALTA REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 02/07/2003 04:00PH REC FEE : 13.00 COPY FEE : 3.00 Certified Survey Map BEINC A PART OF THE SOUTHWEST 114 OF THE SOUTHEAST 114 OF SECTION 12, TOWNSHIP 29 NORTH, RANCE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. SCALE: 1 " =200' UNPLATTED ._I,AND S North line of the SW 114 of the SL" 1/4 0 400' Northeast corner PR('-t1' 4 of the SE 1/4 P ?t! Fence o"_ 65j 99'r --x-- x-,-~r--x_ -x - - - - - - - - CT. CR01Y, CoijWy PI?nnlnn lnr:,n :and Perk°.';, emit i t. E B p 1.0(l g LO $ PREPARED FOR: rah li not f't9('OfC1ulj "Vlmw 'J days of n o o I ,,nall bo Chris Cartm.an.n CV appro 3I date -.P,u Route 1 null •cid void t~ Woodville, P,"i 540-?8 v, &Q co w OT 2 w o~ awl 876,617 Sq. Ft. (20.12 acres) Including RI.W c d ,d 850,108 Sq. f'i. (f!).52 acres) \ w I d v Excluding R/W °i &U, N0........ Covernmen.'. Corner (as noted)~ ul N c Z M o.........Set 314" x 4" steel rebar :2 v weighing Y.'-)02 lbs./lineal ft. W o O Oa ~ I o °z • Found 314" steel rebar N En Drainage al-row $ o, > r3z-rm J. w GARTIMIANN V, S 2279 o ~,y W1 o .V M SURVi~ o°. 100' SETBACK LINE .d. o o v vd SE CORNER SECTION f2 - _ N8747'20"W 1 T29N - R18W 662.88' ' - - - - - - 662_86 - - - POSITION ESTABLISHED FROM TIES