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Home My WebLink About018-1096-29-000 (2) RECE,V L E ALUATION REPORT Page of _ Wisconsin Department of Comore Division of Safety and Buildings i4"Ror~e n& mm Wis. Adm. Code Ca County Attach complete site plan on pa or notst~J 2 x 11 inches ' sae. Plan must include, but not limited to: verb We bdhwpint (B direction and Parcel I.D. percent slope, scale or dimensions, no ttion and istance to nearest road.{ Da viewed b t Please print all Informat/on. 2 a Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r Property Owner Property Location e O & r\, I -e- GovL Lot f- 11461(,] 114 S T Z N R E (or&^) Property Owners Mailing Address Lot # Block # Subd. Name or CSM# Ci(y State Zip Code Plane Number ❑ City ❑ Village P Town Nearest Road c, (7/5-)7 0- Q New Construction Use: ® Residential I Number of bedrooms- Code derived design flow rate aGPD. ❑ Replacement ❑ Public or commercial - Describe: Parent material i Flood Plain elevation if applicable General comments ~ I' I and recommendatiwts: S! U Q 17'.~ VK: Boring SGix~I~u a Boring # Pit Ground surface elev. Ce) • 410 ft. Depth to limiting factor _-30- in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft= in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ✓r~ Sb IC y' C 1 ti^ A6 Z- ~-s I Z- Z IZ'~5 S°GI CS - "Is Boring # Boring ® pit Ground surface elev. Depth to limiting factor z in. Sol A icatron Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 C vt rc5 z 11-z ib y/ S C - 6 zS~Z o S/~o S 2mS VYl - - r Z eff Effluent 01 = BOD -30 < 220 rngA. mW TSS >30:5 150 mg/L ' Eftient #2 = BOO < 30 rng/L and TSS < 30 mg/L CST Name (Please Print) S' nature CST Number Zls- 3 U Address Date Evaluation Conducted Telephone {Number L V( O T±2, & pZ 3 - oy 7k5-76 o cre- iz-i . 'j s, Property Owner Parcel ID # Page - of -3 ❑ Boring ❑ Boring # g~ Pit Ground surface elev. ~6 ft. Depth to smiting factor l7 l in. Sol Application Rate Consistence Boundary Roots GPDI(f' Horizon Depth Dominant Color Redox Description Texture Structure in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Ef(#1 'Eff#2 1V4- U -13 6 Z S! 2~h Il ~t ✓ ` G,L K L ,3o G 3 ❑ Boring # Boring El ❑ pit Groundsurface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit sop ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlIP in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 • Effluent #1 = BODS > 30:S 220 mg1L and TSS >30:s 150 mglL ' Effluent #2 = BOD5 < 30 mglL and TSS < 30 mglL 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 MV/00) J Property Owner _ L 2,A---e-- Parcel ID # Page = of Boring # n Boring . Pit Ground surface elev. ft. Depth to limiting factor in. Sod motion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfI? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0_r 2 c l f Z- 3 o ❑ Boring # ❑ Boring ❑ Pit iGround,surface elev. ft• Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell au. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Eft#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Sol ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD, > 30:s 220 mg/L and TSS >30:5 150 mg/L " Effluent #2 = BOD, < 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-9330(R.07l00) - ~OF PAGE CRIMON,~ 1 /41&11 /4,S_T~N~~E(at~ NAME: LOT#~_LEGAL DES SCALE: k ELEVATION: ° d BM 1 DESCRIPTION: BM 2 ELEVATION: 7 ~o BM 2 DESCRIPTION: 41z) a a--Z -r l Pte' SY TEM ELEVATION: b ~o Lac S Z a SYSTEM PE• J 10 0 9 r 4v- ,v r DATE: SIGNATURE: 02/10/2005 THU 12,47 FAX 715 698 3441 HUM EY FNGINOM,INC 9004/004 EXHIBIT "A" S01 %!;;r''W 1401'47 24 E 36,83' i 30.71' S89'41'54'E 454.59' - - i i J o ds of .......r..,,__ .._....r..rr 1 / LOT 31 ' L 1.81 ACRES / 85,981 5C.fT. RWE ~'s.:+. _ • / / ® tFE toes"•• I I _ ,•'1~~/ ' - I h~9^5'1'03• i~ ~a. / 61 65 " ."W 100.1 / '100 100, 10011* / *F. LOT 30 B9'S1 D3 / / . rr- 1 s"-/- yp / 71 ~ 16134 ASOR 7rr. HWE Idez' .y LP£ 1064' w'4~ looo, J®/, LOT 29 / 1.57 ACRES `~.r.~` se,sz4 sQ.f'f. ' / ' • 1p6R op LFE 1064' +dt 6 ~ 8a87y iy ;1ti POM10N OF DRAMAOE EASEMENT TO BE AWDONED ~0' BY TPUS CORREMON IMMUMENT. Bpi (CROSS-HATCHED), LOT 28 / ~J• 1.6's AMR 61.927 FT. I /V SHEET 2 OF 2 irnn lv3r a'NUq/V9Un-n1 VTnWl T.C 0007 bQQ CTI. VVA Q7:Qn TRA On/TT/7_n 02/10/2005 TEU 12:46 FAI 715 698 3441 WHEY ENGINEERING, INC &02/004 " EXHIBIT B LOCATED IN THE WM 1/2 OF SECTION e, TOWNSHIP 29 NORTH, RANCE 17 WEST. TOWN OF HAMMOND. ST. CROIX COUNM WISGCNSIN. 11 OT~V~NU~ ORAINACI6 EASEMENT 2o' I LOT 1 LOT 31 i i LOT 32 I~ I ~rn I Im I, I H WE= 1062.0 / H WE= 1062.0 I ~~QSS` dol LOT 30 HWE= 1062.0 mss; / ' 1064 loss y LOT 29 EMERGENCY OVER FLOW HWE= 1062.0 Oa ELEVATION = 1061.46' i DRAINAGE EASEMENT NOTEe ~~~~:nu:uur NO OWNER OR RESIDENT SHALL DG ANTfHBVC WHICH WOULD INTERFERE WITH OR CHANCE THE OPERATION OF *E APPROVED COMPREHENSIVE WATER SG.S/ DRAINAGE AND SOIL F*OSION PLAN FOR THE PLAT OF PHEASANT RIDGE: THIS ° INCLUDES BUT IS NOT UMITED To BUILDING UPON, OBSTRUCTING, ALTERING. MLUNG, OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER OY ARY DRAINAGE DITCHES, WATER RUNWAYS. WATER CULVERTS. BERMS OR GRASS / AIRS „ SEEDINGS. 31 / H D : ' NOTESa s' . ALL BUILDINGS TO BE CONSTRUCTED IN PROXIMITY WITH DRAINAGE KASEMENTS SHALL HAVE A LOWEST BUILDING OPENING NOT LESS THAN TNo ii a O `a~P~ FEE-7 ABOVE THE HIGH WATER ELVATION SHOWN. / rb ,,mw1~1y d,~ PLEASE REFER To AFFIDAVIT PREPARED BY JAUL:s wEe>:R. RLS AND EYELIaIT wJ,( A FOR DRALNACt: EASEMVN7 MODIFICATION OCTAILS. nna DATE: 02-1 RS ~~CI'II61T B DR~IYIN eri KRS DW9 fn.O 193-095 wlw r' ee(/f.w JOB 19$-C08 PHEASANT I#IACE LOTS 29 A 3o 1.1ma.,u. o~ o..:a s,.-,.•.~ ~ . a mean e~mamuaa elm.aw s+e~,• No: A - ~ a w 5D 100 TOWN OF HAS IIf OND, Vn Bum 71"Pa-0440 P~ 716-aoB-a.a: 7nnr* ajmj/YqMn-nn YTAN7 .T.S AAAT. VRA 9TL YVA LT.:RO T2TA 50/TT/ZO i RKS: ` 'ER OF SECTION 9 - 1082.21' 'ORNER OF SECTI ION 9 - 1069.63' r - - (NO SCALE) N 1/4 CORNE SECTION 9, (FOUND I " NW 1 i4 S01 047'24" W I N01 ° 47' 24" E 36.63' 38. 71 ' S89 ° 41 ' 59" E 454.59' _ - 413. 17' , -----240. 19' 214.40' 1 ;la 15 T s~~e 40'I 40; $ y- DRAINAGE EASEMENT O 1.50 ACRES ~'r,, s............65, 3944..SO. FT........ pti 'moo. r L.OT 3 ! L OT 32 1.51 ACRES 1.50 ACRES 65, 981 SO. FT. It 65, 41 1 SO. FT. S WE 1062'' HWE 1062' i 0 • LFE 1064' LFE 1064' 189°51' 03"E 266.60' ' - ,52.55 214. 05' ~ DRA 1 NAGE 00 2 .:00 0. 6''• ° - EASEMENT q 3~ • FJ ~ /~~3 ; 86 21.95' g 213.54' LOT 30 1.63 ACRES - ~o ti• ' 71, 184 SO. FT. S89p 51 03" W 235. 5 Q HOE 1062' ~ LFE 1064' 4 . 1 2 3 ' rQ LOT 29 3°6. 19p 1.57 ACRES 'OL 68,524 SO. F WE I na ~P 1064' pt~ • Ij p, , V osy , , 0°~ \y0 V C 2\ /gyp ~a yot 41, h LOT 28 ~~9s°~ 1.54 ACRES i ~0 •6S, ~rP 57,027 SO. FT. ~Al •o i9ro Q~ Qy ~tK ' J ~i CPO. .a k - ~OF PAGE NAME: ~_LOT#- j LEGAL DESCRIPTION;ZjEI/4J&/I/4,S_qT SCALE: I' ~0, ~ ELEVATION: Ia ~ d r BM 1 DESCRIPTION: o Z L ~BM 2 ELEVATION: ` ~v BM 2 DESCRIPTION: SY TEM ELEVATION: doh QS 5L L~wz r 2.2 2 0 SYSTEM PE: n a f ~0 J ' oA ~i Z4 V/ SIGNATURE: DATE: v =OEM w. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page Lof3 Division of S4fety and Buildings in accordance with Comm 85, Wis. Adm. Code County O ! Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must include. slope, scale or dimensions;, and north arrow and location and distance eMe nearest road. Parcel I.D.O/ -xLo Please p Y1f eviewed Date Personal information you provide may used for secorrda 9rtlll Law. s. 15.04 (1) (m)). 1 3/1 ,03 L Property Owner JUN T _ Property Location eo n+e~ 0 2002 Govt. Lot 1/4,f/ti/ 1/4 S q T Zq N R / E (or)o Property Owner's Mailing Address ST. CROIX C Lot # Block # Subd. Name or CSM# I' l ~i 5 ZONING OFFi~Nrv city State Zip Code Phone u ❑ City Village_ (Town Nearest oad VY) rA 0r ti:tJ ( . v(S 'r 715 ) 6,, 0-1&6, rAYVLO#--rA l ~70 New Construction Use: EP Residential I Number of bedrooms Code derived design flow rate r d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 7-,' 11 Flood Plain elevation if applicable ft. General comments ey S !'71 it~(eV • 9 VCIX ,QRiyiv2 ~rrta.4,lie aa~ L 0 3C~ - ~G✓~ 1 u~ ~le~. ~r~ S and recommendations: /DD ate. -!5 40i,, aka q, tx~ Boring # . ❑ Boring 3 IMS pi( Ground surface elev. :;76 ft. Depth to limiting factor in. ❑ / t Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Musell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 cy-li %31e- S.' 21 ok c 1 V 5 44 3 2$ " 0 Y 113 7. v i c l Z Z Boring # Boring pit Ground surface elev. l- 710 ft. Depth to limiting factor to in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Musell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 c 5 5 0 3 --w 1(n) 2 P ~.5 31 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 f- 25330 Address Date Evaluation Conducted Telephone Number -Sm ern~4..AY 5402-C57- -4: r Property Owner n -Q Parcel ID # / Z 7 Page Of ❑ Boring # Boring C1 Pit Ground surface elev. ft. Depth to limiting factor? in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Struck" Consistence Boundary Roots GPD/ff2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 3 _ fU y C to ; ed ~rrl~L~ m ~r Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sail 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 I M Boring # ❑ Boring ❑ Pit Ground surface elev. ft Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 • Effluent #1 = BODS > 30 < 220 mg/1- and TSS >30 < 150 mg/L ' Effluent #2 = BODs < 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. SBD3330 (rt.07ro0) PAGE 3 OF 3 DAMP t~ LOT# q LEGAL DESCRIPTION AJUu X VW la .S T Z~7 ,N,R, I E(or r SCALE: I"= y~ BM 1 ELEVATION 106.0 BM 1 DESCRIPTION-y0 0 ~ / '~vc P,' o - - BM 2 ELEVATION q 1, U CH rr " ~ .eG BM 2 DESCRIPTION jp O+l PUG p,'0 -e SYSTEM ELEVATION 9950 SYSTEM TYPE }'YI nc t n S 1 / Vt CONTOUR ELEVATION 9 S 6 q~ . ti SIGNATURE /r DATE G ` Q'' °z a ' 0° F ti of I ,001 i o . n o t 5t i ~ h1 1 t 6 s , y .v'/2 r 1 r , ♦ A O e~ ` t jOq a AS 9•~ . ms ` 9QT ; ~ C Q ♦ CS ~ ` (n: ~ t 2S p ♦ ♦ i cn• ~ n Gi , \ 'V - ~'0~. SCQ, ` X0.6 i I ZOO t Q I 't \ y,,,_; of ~ ~ co Now 1 \ t / v r _ - 30615E r I ~ '001 (A n r- : ~ W b ~ ~ O bl II p~ s u1 s~ ~ ~ 0 n .-,1 al MCA z : "IV t w NO t to ' ,00'££~i Rl 1 ,18 ' £ S' 0 ~ N . n x pvo 0 x rn