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HomeMy WebLinkAbout026-1024-60-100 E E Cr~h ti~ 2r-) to c 1~ 7,l~s~ v i %U`rnt< 0 Wisconsin Department of Co merce (c.l~ • Divisiori of Safety and Buildings SOIL AND SITE EVALUATION : / ' Page f of Burew of Integrated services in accordance with s. ILHR 83.09, Wis. Adm. Code ~;~©n K~ Attach complete site plan on paper not less than 81/2 x 11 inches- slze: `Plan must County include, but not limited to: vertical and horizontal reference poi0 9M), directio and percent slope, scale or dimensions north arrow, and location stan road.,% Pe ~ Parcel I.D. # 6--102 Y ate APPLICANT INFORMATION - Please print at rmf Il# t. sL F; 0 Re ' 3wed D , 41 Personal intorrnatbn you p e may tie u for ry purpos vary Law s. 15.0 Property Owner CO mperty L a ZtNVIN @~ 1/4 /4,S T,N,R E (or& Property Owner's Mailing Address k# Subd. Name r CSM# City State Zip Code Phone Number City ❑ Villagei~Town Nearest Road New Construction Use: Residential / Number of bedrooms Addition to existing build' ❑ Replacement ❑ Public or commercial - Describe: (~':1~ZG ~'1 !(-a ALL Code derived daily flow /t/om L~V_gpd Recommended design loading rate bed, gpd/fl2 trench, gpd/ft2 Absorption area required b_y bed, ft2 ~'3 trench, ft2 Maximum design loading rate _bed, gpd/ft?_.$ trench, gpd* Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations C Flood plain elevation, if applicable It Parent material w&C,4' S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank u = Unsuitable for system ca~s ❑ U ❑ U rJ~ ❑ U S ❑ u ❑ S '0'!U ❑ S U SOIL DESCRIPTION REPORT cu 1 Gad Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots D in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Trench o7s 13 Ground 7 s ~~y g /Z:3- Depth to limiting factor ` 3 Remarks: Boring a es f ,girls / 1" : Ground eJev ' ~ft. Depth to limiting fa in. Remarks: 7 CST N me (Please Print) ignature~ Telephone No Address Date CST Number r a2 mow ~~~~,,~OIL DESCRIPTION REPORT PROPERTY OWNER Page of- PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Ground 12jlz 2r ~S 'i 04 TN Depth to limiting ~factor Remarks: Boring # ~ rrr ~ 2 , : ~ ~0 3 l F~/41 s" , 2 ; -.3 S SG Z2ZZ A/ Ground v Zft. ; Depth to limiting factor Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground Depth to limiting , factor Remarks: Boring # Ground elev. ft. Depth to limiting factor n. Remarks: SBD-8330 (R. 07/96) Soil Test Plot Plan Project Name Russel Peterson Shaun Bird Address 1731 85th St. 1 New Richmond Wi 54017 CSTM #3922 Lot Subdivision Date 3/6/98 Nw 1 /4NW 1/4S7 T 30 N/R 18 W Township Richmond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of White Stake with Orange Ribbon System Elevation 92.9 * H R P Same as Benchmark Alt. BM Top of Fence Post with Orange Ribbon /0/ 5360' Property o3 Site has yet to be survey at edroom the time of testing, all B-5 30' -1 25' ouse property lines and distances are assumed. I Pro Driveway o B-3 0' 60 Rep A Pri A 1% 30, Slope °o ~B. ~ 15' B-4 15' S' B-2 c~ r 5' Alt. FS ~B. M. 10' , 170th Ave AUG 1 8 1998 5"78568 SURVEYOR'S RECORD CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Northwest Quarter of Section 7, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. NORTH 1/4 CORNER Prepared for and at the request of: SEC. 7-30-18 OWNER: I CERTIFIED SURVEY MAP (R. R. SPIKE) Russell D. Peterson I 1731 85th Street VOLUME_5~_PAGE_1251 New Richmond, WI 54017 Drafted by. Krlsti A. Eylandt NORTH LINE OF THE NORTHWEST 114- - J- -I---r-- , - - ---S88'S9'11"W 2626.32_ 170TH AVENUE CENTERLINE / / I o WARRANTY DEED_TO TOWN OF RICHMOND VOL._501_PG._43 NORTHWEST CORNER SEC. 7-30-18 N88'59'110E 305.00' - - - - - - - - - - - (ALUM CO. MON.) 3 _M ~ i o R. 0. W. yw+, o o 0 01V in v I BUILDING SETBACK LINE ' 3 z y~ . Z RONALD F. >47 ' JOHNSON 9--1 186 AMAF Y. I I L O T 1 ~I wow.;,. W I I AREA: wl < 0 1 I 240,193 SQ. FT. Su R •ww°d'F 5.51 ACRES 0I ~~+r*►1` o n OI o U)I 0 1 co I 1 01 W ZI L', I o J~ ~ N to ~ ~ JI AIL t~ c'. N U-1' ~r E® Q Z o i Z o J MAl U 5 1998 - Lu In Z! O~ KATHLEEN H. WALSH zi o I of Register of Deeds :ny DI o St. Croix Co., WI \ . Z I v, r . d I BENCH MARK J I N,t i I BUILDING SETBACK TOP IRON PIPE \a ELEV=54.76 BENCH MARK TOP IRON PIPE AL ELEV=54.21 ~S- 1°O =t= ill ri 238.85'• 00 POND ELEV=52.6' IL " S88'59'11 "W 305.00' X I in WEST 114 CORNER UNPLATTED LANDS OF OWNER SEC. 7-30-18 (1 " IRON PIPE) LEGEND PER REQUIREMENTS OF ILHR 20 AND 21: ' EROSION CONTROL PLANS MUST BE { County Section Corner Monument SUBMITTED TO ST. CROIX COUNTY of Record ZONING FOR REVIEW PRIOR TO • Set 1" x 24" Iron Pipe weighing BENCH MARK ELEVATIONS ISSUANCE OF SANITARY AND BUILDING a minimum of 1.13 pounds per ARE ON ASSUMED DATUM PERMITS FOR THE LOT SHOWN HEREON. linear foot. I I 4%J , NOTE: The parcel(s) shown on this map is/are subject to State, County and Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. JOB #98027 (R14) 150 0 150 1 11 Prepared by. N TH A & E GRAPHIC SCALE LAND SURVEYING & CIVIL ENGINEERING SCALE IN FEET: 1 inch = 150 feet Phone No. (715) 246-4319 BEARINGS ARE REFERENCED TO THE WEST LINE OF THE i' 109 East Third Street, P.O. Box 325 NW 1/4 OF SECTION 7, TOWNSHIP 30 N., RANGE 18 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR S00'20'50"W. R,.. Sheet 1 of 2 Volume 12 Page 3446