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HomeMy WebLinkAbout018-1096-32-000 (2) vVtsoonslj Departrrient of Commerce SOIL EVALUATION REPORT Page/ of 3 Division of safety and Buildings in accordance with Comm 85. Wis. Adm. Code ~ • Cro ~ X Attach complete site plan on paper not less than 81/2 x 11 inm in'Vze. Plan must county Include. but not WNW percent slope, scale or ddiimevertical and horlzontw reftmnee point nsions north on and (am), to nearest road. Parcel I D 7i 00ZD _ Please prin all in D R by O Date Personal kd n wdon you provide may be for secondary purposes fPdvacy . s.15.04 (1) (m)). 3/-7/o3 Property Owner UIV 0 2002 Property Location ST. GovL Lot NE 1/4 /vw 1/4 S T 21 N R t7 E (or) Property Owner's Mailing Address ZONING OFFIOE Y Lot # Block # Subd Name or CSM# , 3z P 2( CRY State Zip Code Phone Number ❑ City _ ❑ Village own NeareA Road &tew Construd10n Use: E -Residential / Number of bedrooms , '3-q Code derived design flow rate 4(-2) &60 GPD 0 Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable .^11,4- ft. ti /-caw encl General oc uriendaons: # ❑ Boring FTI Boring pit Ground surface elev. (ob.-IU ff. Depth to limiting factor In. Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Sfnu Lure Consistence Boundary Roots GPD/w In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 o-IZ ( 1z ---T I Q g .S z 12-'4(0f4 l - Sig) 2 k 0-5 .4 .5 to -41(1 LS n-~3'ox 1~ 2 CZP75,~<-fko -7 a Boring # ° Boring / \ ® pit Ground surface elev. (00 • Z-U ft. Depth to limiting factor -tV in. Soo Application Rate Hortmn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efl#1 'Eff#2 0 -1 Z 0 Z 3~ i c S I 2- IZ- 3$ &11 I`f c r 3 - l Ie ~S t MV c 1. 2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/- ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (P ease Print) gnature CST Number &INVN e6e----z~ 4:~~ 5 Address Date Evaluation Conducted Telephone Number l 01 OZ (~'a -S- 0 z (-7(5)2q7- qtXg PAGE-OF V_ ~ (k P LOT# 34-LEGAL DES R IPTIO AIT Z4 VW X .S q T ZQ N R E(or~W SCALE: I"= y0 BM I ELEVATION /DD - d BM I DESCRIPTION BM 2 ELEVATION /QQ O BM 2 DESCRIPTION SYSTEM ELEVATION ~G ~4, l0 0 Lyw e °19 SU SYSTEM TYPE n u e ~ ~'a n a CONTOUR ELEVATION lUo tx> 3 101 a This SyS~~~ ✓Ylvs~ e CA r , Loy I ~ o b ~ ~ 30 T DATE - - - O SIGNATURE 02/10/2005 THU 12:46 FAX 715 698 3441 flWHREY ENGINEERING, INC X1002/004 EXHIBIT B LOCATED IN THE WEST 1/2 OF SECTION 9, TOWNSHIP 29 NORTH, RANCE 17 WEST. TOWN Of HAMMOND. ST. CROIX COUNTT, WI5C61451N. 11QT"yx " DRAINACS EASEMENT 20' LOT 1 ~5 ,sl LOT 31 19 i LOT 32 1 (m ( ( HWE- 1062.0 HWE= 1062.0 O LOT 30 HWE= 1052.0 ~os4~ ~1065~ LOT 29 , EMERGENCY =O YSR FLOW HWE= 1052.0 ELEVATION a146• DRAlNACm9 EASEMENT NOTSe WITH yi11I~U1111eiulyr~rr/ OR NO OW149R OR CHANCE THE OPERA-AC SHALL YHDO ANTTHINC E APPROVED COMPREWOULD H NSIIET WATER SC o S/ DRAINAGE AND SOIL EROSION PLAN FOR THE PLAT OF PHEASANT RIbGE THIS ° INCLUDES BUT I$ NOT LIMITED TO BUILDING UPON, 09$TRUCIIN% ALTERING, FlLIJNG, OR EXCAVA11NO OR PLANTING IN ANY POND EASEMENTS, WATER DY AFIY DRAINAGE DITC WATER RUNWAYS. WATER CULVERTS. BERMS OR GRASS ERS SEEDING& 490 / O H D b" 1 NOTESI S' • ALL BUIL,DINOS TO BE CONSTRUCTED IN PROXIMITY WITH DRAINAGE N ~O ` ti EASWENTS SHALL HAVE A LAWEST BUILDING OPENING NOT LESS THAN TWO a FEET ABOVE THE HIGH WATER ELEVATION SHOWN. PLEASE REFER TO AFP DAVIT PREPARED BY JAMES WESER. RLS AND EX14INIT A FOR DRAINAGE CASEM9NT MODIFICATION DETAILS. a~tr nna olSfEs 02-to-OS 1131T a DPAW 06 KRS DMO FR.C 193-095 a.a wln c mr/u..r. Jog 1; 19 -008 PHEASAW R LICE LOTS 29 B~ 00 e' eae r J'wmo- A - A i TOWN OF HaIM(~IQi>fMO, WI ewe 71"Im-W9 rm= rIG-a4e-a.~~ 7nnir* [rimi/y'Aun-nn VTnx..i T.C AAA7 17QA CT/. VVA 1.7:Qn TWA On/TT/7n 02/10/2005 TRU 12.47 FAX 715 698 3441 HUMPHREY HNGYNRHRYNUNC 9004/004 EXHIBIT "A" So1'a7'ai''w N01• 24 _ _ T T~ 39.63' f' 38.71' S89'41 ~54Tt 454,39' © I i pa e~ s, I Vii' I 1 1 owuw d` ' a:+1s.~r:' 1 LOT 31 1, it . / j / r 1.81 KRm i asl+w>! s si I rM as. Lm 10d4" f•• 1'y ♦ I ~9^5'63' j LOT 30 vc f 71~ 64NO 00,♦ 69'S1'03" / ~,1 / NWE ta4 ' LOT 29 1.57 AD= ♦ ~j,6~ osx .'''~5~. LFF. gads' 6 , ti Bas ♦ ti1 PORTION OF DRAINAGE A 7* inyg ~ R r~R,f'L ~ T"S C RO RMnoN NsTAUM 000, ENT. a i (CROSS-HATCHED). LOT 28 / 01 61.927 /01 SHEET 2 OF 2 znn L.Z. stn IIR /VRIln~An VT^%Z 1 TV nnn7 ban PT I VVJ 07-On T%TJ en /TT /7n RKS: ER OF SECTION 9 - 1082.21' t' 'ORNER OF SECTI ION 9 - 1069.63' (NO SCALE) N 114 CORNE SECTION 9,; (FOUND I" i NW 1 ,,14 S01 ° 47' 24" W I N01 ° 47' 24" E 36. 63' 38.7 1 S89041' 59" E 454.59' _ 413. !7'---------------- r---------240. 19' - 214.40' I ~ I ~1515~ ¢p,J40; $ ; DRAINAGE EASEMENT yCo OT 1 150 ACRES 65, 394 SO. FT........•~•~O. Y / LOT .3 - LOT 32 sO r . / 1.51 ACRES o 1.50 ACRES F • ~ 65,981 S0. FT. 65, 41 1 S0. FT. HWE 1062'' ; HWE 1062' D~' i LFE 1064' ' LFE 1064' sue- h~ ~ I s'ul ' 9°51' 03"E 266.60' 2 4J a. u► ; 52. 55' 214. 05' /2,C'(• 'o~ , ~o. a DRAINAGE co .p EASEMENT o 21.95' LOT 30 4o, 213. 54 \01/6 % ~0 T i; 8 ACRES S890 51' 03" W 235. 1 FT. o 2 WE 1062' (p~ " LFE 1064' ~C L OT 29 moo, 3 6 1.57 ACRES d9 4j~ L 68, 524 SO. FT. w HWE 1062' V - `P s/o LFE 1064' jol. 03, ti~~P a ooh c~ ck % 6' 9.0~• LOT 28 , ~9ss ~QNN 1.54 ACRES i o 5 7, 027 SO. 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