Loading...
HomeMy WebLinkAbout030-2112-60-000 (2) t • Wi=onwn Department of Indushy, SOIL AND SITE EVALUATION REPORT Page \ of 3 ' errand Human Relations . . . , Wsion of Safety & Buildings in accord with. ILHR 83.05, *Wis. Adm.- Code couNnr ST • C'bZrJ1X 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 (13K. direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R'EWEDBY DATE > It PROPERTY OWNER: C / c, DPciv SC~{P~~ PROPERTY LOCATION _ PR.~S~1Z.`~p~l ~~1-p1~1~1T ~A2P• BeVfitBfi S~ 1/4 SW 1/4,S3D T 3D N,R 19 E( W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM If PTLO? o SES> \c Eu_Z GG BLVD . - \^3m 1 \ ? TGU_'- CITY, STATE ZIPCODE PHONE NUMBER []CITY []VILLAGE 2TOWN NEAREST ROAD ST. p~v~._, w►tv 55101 (6sU°ll0 -GOLF 5T • 3U S t;'p PR-c1~o~ ~ Rfl. New Construction UseN Residential / Number of bedrooms t. Addition to existing building j J Replacement [ I Public or commercial describe Code derived daily flow °l loo gpd Recommended design loading rate •4 bed, gpolft2 • S trench, gpddt2 Absorption area required S~ bed, 1112 S"3 trench, ft2 Maximum design loading rate • S bed, gpd/ft2 '_trench, gpolft2 Recommended infiltration surface elevation(s) Otfl l • O ft (as ref a plan benchmark) Additional design / site considerations fJtS'T Q" - PPV6 tom` Mwi N/ E~ 'K 9 y, Parent material L-q~SS ovIESt G\e,irV_ `S1t_t_ Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN•GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑ S ®U X" D U ❑ S Z U ❑ S co U 0S ®U [IS o u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/11 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tench • 6 L ) 0_10 0 `•t 2 3L Z - s 1 Z S1Jti r `~y c-w _S 10-z~f 10`1 tz~l` s~ 1 Z ` Sb>T >~`~'j. ~w • S Ground 3 Zy-3` `J.SLi P- 31Y - ~s teSbk mwf1 elev. ao6.1ft. 6-6$ ~•S`1R3/ is sil 1f5b1z w► _ ,Z 3 Depth to limiting factor > 68 " Remarks: Boring # , 1 0- to l o~-t 312 - s 1 1 Z m S b~ vvt'Ft- _ , S • 6 Z Z 1o-tq. ~.sti2 ~!/b - s Z`F sbk 1n~1- C-S - • S 3 lot z6 ~•S ~t2Y/6 Gt-sll 2'~ 5bk V cS .S . Ground elev. y 2,6-S $ S'-I tz~Yl y qo6•~ fL S' S$-66 10`111 Y/(, limiting i fa~cfo~rw loan t-l Remarks: ' l T Name.-Please Print Phone: N 4-7 Arthur L. We erer 715 - egerer Soil Testing & Design Service-P.O. Box 74 River Fal 5402 Signature 021 tai CIS- 1133 Date- _7 2 ' - OgT!t - 5 7 6 Y PROPERTY OWNER PV U"XJ Cat , PSOIL DESCRIPTION REPORT Page of PARCEL I.D. # PSI p) ).Jr Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence. Bound3y Roots GPD/ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 D _l O l b -q ~ 3 I Z - S l ~ Z Y'1 J bk C.kJ '(S ` Z, tD-Z$ 1C~`tR 3/L 'SO Z,'FJbk Ground 3 Z$-140-S`~ 2 Sly - ~s S9 Y►r cs - elev. ~l olo~y_ft. L1()-f% I O`9 ►z V/y 5 `7 R j 13 S i Ov.~ ►M't-i 1~1'~j - Z Depth to limiting factor ~l O• I f Remarks: Boring # Ground elev. ft. I Depth to limiting i factor Remarks: Boring # ; Nu S W rv ' 13"t D 3 S 1 V Val ~V L ' Ground2 Y'ZU k~ S`i Sv 1 ~-L O~C.~f C~ Q elev. ft w - 11 o o )z Depth to 4 s- L~ S t 1"1 l . limiting v- S l 1 C 1V S' factor I Remarks: Boring # , UrJ kj 0 oOj -ram Ground` S g LG elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) R t PLOT PLAN Page 3 of 3 SC LE 1"= bD ' wuu~~ I, N ~ a 1 - and - q orv 8 t~-► c Hi 3eu ~ h - eve- arm wler~nl. 1 LET Flo UvT L6-T- ~ y 7 I v B-3 i • ~a.oyV \ o ~~2 )''lU~{W ~ ~ i I %MAkZ- ;-L.c~06.9'ov 8"MQN, r N07~.5 1. 'i-L S E -M RE rtT L-EttST ZS ' FIt?0 M )'I U>nvb • Z. W~L .k k S AE Sla' K- At ' 3, b p oT cn M p RAT o Z b 1S1U2 `1Y1'>r Wl uUND .rte oR `Rim PEA zS' bowNSWpE OF `Tli>r Nuu~.p dog vzz- (715 ) 42.5-w65 _ 1400576 CST Signature Date Signed Telephone No. 5 # Parcel 030-2112-60-000 05/14/2007 11:06 AM PAGE 1 OF 1 Alt. Parcel 30.30.19.923 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PRESERVATION DEVELOPMENT PRESERVATION DEVELOPMENT C - LLC LLC 369 E KELLOGG BLVD ST PAUL MN 55101 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1316 WHITE EAGLE WAY SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 3.060 Plat: 2612-WHITE EAGLE 199 SEC 30 T30N R19W E1/2 SW1/4 LOT 6 WHITE Block/Condo Bldg: LOT 06 EAGLE Tract(s): (Sec-Twn-Rng 401/4 1601/4) 30-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 05/25/1999 6037654 1429/61 QC 05/25/1999 603764 1429/60 QC 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.060 143,000 0 143,000 NO Totals for 2007: General Property 3.060 143,000 0 143,000 Woodland 0.000 0 0 Totals for 2006: General Property 3.060 143,000 0 143,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00