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026-1304-15-000 (2)
1371 • Wisconsin Department of Commerce UATION REPORT page 1 of 3 Division of Safety and Buildings ir'ach&dance wi[h. Code Tom Schmitt f U County Attach complete site pl$n on p ?"m in size. Plan m St. Croix include, but not limited ~O: vei erdirection and - parcel I.D. } percent slope, scale or ~imemsio d distance to nearest roaZN 61; Z '3CI _ Pease print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). at ~7 V Property Owner Property Location Grand Properties, LP Govt. Lot swig swig S 7 T 30 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 15 Hayden's Rolling Acres City State Zip Code Phone Number I City J Village a Town Nearest Road Somerset WI 54025 715-247-5900 Richmond 160Th Ave. 01 New Construction Use: > Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement J Public or commercial - Describe: Parent material Outvvash Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.4 gpd/sq ft rating. Possible system elevation for Area 1 is 96.0'. Slope is 6%. a Boring # J Boring VI Pit Ground Surface elev. 99.68 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 -Eff#1 -Eff#2 1 0-13 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 13-23 1Oyr4/3 none sl 2msbk mfr 9W 1vf .6 1.0 3 23-38 1Oyr4/4 none sl 2msbk mfr 9W - .6 1.0 4 38-47 1 Oyr4/6 none Ifs 1 csbk mvfr as - .5 1.0 5 47-75 1Oyr5/6 none cos Osg ml as .7 1.6 6 75-100 1Oyr6/4 none s Osg ml - - .7 1.6 Boring # Boring Pit Ground Surface elev. 99.68 ft. Depth to limiting factor 101+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 -Eff#2 1 0-18 10yt3/2 none I 2fsbk mvfr as 2vf .6 .8 2 18-39 1Oyr4/4 none sl 2msbk mfr 9W 1vf .6 1.0 3 39-50 1 Oyr4/6 none lVfS 1 csbk mvfr cs - .4 .6- 4 50-59 10yr5/6 none s Osg ml cs .7 1.6 5 59-62 1 Oyr4/6 none Ifs 1 csbk mvfr cs .4 .6 6 62-82 10yr5/6 none s Osg ml ca - .7 1.6 7 82-101 1Oyr6/4 none fs Osg ml - .5 1.0 Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS < X mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, Wl 54017 622/05 715-247-2941 Property owner Grand Properties, LP Parcel ID # Page 2 of 3 3] Boring # Boring 11 Pit Ground Surface elev. 97.51 ft. Depth to limiting factor 99+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-11 10yr3/3 none I 2fsbk mvfr as 2vf .6 .8 2 11-20 10yr4/4 none sl 2msbk mfr 9W 1vf .6 1.0 3 20-44 10yr4/6 none sl 2msbk mfr cw - .6 1.0 4 44-54 10yr5/4 none cos Osg ml es - .7 1.6 5 54-99 10yr614 none fs Osg ml - - .7 1.6 Boring # J Boring ❑ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 ❑ Boring # Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS -i_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. t Paged of-7 Conducted by: Conducted For: Ref. No. /3 7 / Schmitt Soil Testing Inc. Name: Grand Properties, LP. Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite100 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715-24-~ Subd.Name: Hayden's Rolling Acres ,cor Lot No.. /S Legal Description: 54J 1145i,414 S7 T30N R18W Backhoe Pit Township of hmond, St. Croix County A Bench Mark El. 100.00' Top of 2 rr &6 Alternate Bench Mark El. /MS&op of „2 ""t' 2 Slope=_,I~& Contour Line El. Contour Line Length 171A Scale 1 40' G r ~ V/'1 /09 r \ p©' Hsi ' a 17r air. y9r a3 a~sl This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were not in at the time the test was conducted. The area in which the test was done may or may not be suitable for your use. HA YDEN' S ROLLING ACRES (A COUNTY PLAT) F Located in part of the Southwest 114 of the Southwest 114, and part of the Southeast 114 of the Southwest 114 0( Section 7, Township 30 North, Range 18 West, Town of Ricamand, St Croix County, 1K consin. -weft v4 comer \ \ ..flan .-30-18 \ (Found 1" Pipe) \ \ i _ BO' TEMPORARY CUL-OE-SAC / LANDS EASEMENT (7O BE R£MOk£0 1 i 1 DI n North L/ne Of th e, SW/SW UPON EX/E'NSYON OF THE ROAD) A iw~ N isai'~\ 1 9873 938.1 9416 931 sue! 1 1 nsvrf>'~ - - N 84432.2 E. _1676,3$ ..1 -n6.~ 3],.OT x \ 935.8 Jea.aJ - u 536.es i' sa0rt 9654 12 13 g wro PO' W E,.~92g a = 1.5 acres I 16 res I> 9 r, 1..5 acres nl uyaasr~ } /"4 y6.n L.8 0 . 9"0.0 s ft. I'0 /..5 ncr 65,J0J sq. ft, p14,238 9. o es L.B0.- 9J0.0 ' 6r 5,5.91 Sq ft, s3s 'N I,as ai F @+ 1'_rsnv6vz ' j 65,456 sq. ft. 3£43 r,.n . j o I ! 10 , ~rN00]T 5e'E ]610]' I I 971.6 n•o-. _....15 acres a I RO' 7FMPOR CVL-OE-SAC Q~Q L B.O.s vbd.0"' ^ Nae'S1'29'E 655.]3' EASEMENT (To TO RE REMO WO M 65 576 S. ft. Io 1! 2 / - 74fl Zxa UPON EX7EN3/ON OF NE ROAD 7q 1.5 acres (X I \ a"L _ ~ Fj LB.O 930.0 I 1.stn "~S*>~,= seT,3'JS•E x~,.3J_ _ _ ue.Te' _ _ g 5 67, 020/sq. rc I 616.3, ~ ~ • I 1q4) Na7'IS75•w sn.n A _as_ ]Er ']6z \ ry, \ 126599csq, ft. 2 \ / 2J4.Je'~ ISB,95' W ' e y,4 N j5T - 967.4 1 WAT n ft W WE/ Lary n w I ...,N nIE`- x Izj I; 1.5 acres 6 15 s 1.5 ores 5 r r" 66,.569 sq. fr. 0 65,723 sq. It. 17 acres \4_.. 10 2.J acres $ ° Ip c60- 9455 yi?c 2 2 acres '.'0' ,539 sq, ft. L B d 915 5 Y~ , 72,920 sq. ft, v G 1}pd 96,4M sq. ft. p 64,3 .95 569 N 9577 9370 9357 110.01' 20 I .04' 11a04' 91.61' ,6 :N6e31'Ie'E 171.41' a19.82' \ V' 1 $69'05'52"W 630.12' 9esroroJ-E aolr<,•w 4 " LOT _2 LOT 3 LOT_4_ ) ~ ,»a12 „ 5 \ C1 17 Tlf1ED SURIA,' Y MAP 2.J acres a 7-----------I- 9 p + I 101,124 sq. ft. s I 1/OL- 75 PG 4145 9 II .,J acres LB.O. = 945,5 v,- I I 99,362 sq. R. La' 968.1 ^s~ Se3I ,Y,.E 961.8 c: 9861°33"! / 1 4 431.19' 490,07' O I I z _ ~ n u o& 2 a~" I 22 acres u, - 2.1 acres 95,514 sq. /t. on I rWi' 89,404 sq. fr. I R 979.1 Ivw ~J'• . j / A 3 9e2]e'99 E 964.7 m N I W 660'26'35'E / i 4 I ro 441.43' / g me.4P I (0 F ~n 18 Q, l ~i e 2.1 acres 2.7 0l res I< r" 92,950 sq. ft. I• :...,.....118,996.54..fL._ ~ I / '1 ~ ~ W 8907'08' C 101433' _ \ /l _ _ ~I / e a•R I - - - - - l•r LN89'05 '52"E- _ .1042 _ -160THAVENUE- . - = - . - - R S89'OS'S2eW 1027_21' _ _ -N89'05'S2°E 630.11 _ _ _ - - - - - - - South 114 Comer ' S Line of the SW/S W S 9'05'52"W 2699.77' ect/on 7-3h,- S9urh \ NORTHERLY LIMITS OF 80' 810E u nd A/um/num bv(hwest Corn r EASEMENT TO i0 DA DAlR11 CV POKER County M---() Secfivn 7-JO-18 CO. TIVE IN 0004'59 287 (FOVnd Aluminum LANDS VOL 1404 PG87 coon ty Monvmmt) UNPLATTED LANDS CURVE TABLE SOB BEARING TANGENT BEARINGS VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD C) 233.00 17.16'48' 70.27' TOM' SOB ' 7W N53'E N' 55'E SFC. 7, T. 30 N., R.18 W. C2 167.00 36'36'36' 1 106,71.71' ' 10404.90 .90' NOO'S0'30'3 - N1o03-271'E N19'V TOWN OF RICHMOND, ST. CR01% COUNTY, WI Section Corner Monument o/ Record C3 233.00 37.28'47' 152.92' 149.71' S85.11'39.5.5' E S767.03'5'S7'W N668'66'27'l6'W NOT TO SCALE o Found 1• Iron Plpe C4. 167.00 20.4819' 60.64' 60.31' N76'51'25.5-W N66'27'16'W N87-15'35'W p Set 1-1/4" x 1B" Iron Reber CS 233.00 20.48'19' 84.61' 84,14' N76.51'25.5'W S87.15'35'E S66'27'16'E (weighing 4.303 lbs. par linear foot) LOT 10 23100 20'06'21' 81.76' 81.34' N77.12'24.5'W S87'I5'35'E S67.09'141E Building Setback Line LOT 11 233.00 0.41'58' 2.84' 2.84' N66'4B'15'W S67.09'14'E S66.27'16'E C6 167,00 37.28'47' 10924' 107.30' S85.11'39.5'E S66'27'16'E N76.03'57'E r (100' from Right of way or as noted) C7 233.00 15.11'24' 61.77' 61,59' S01.48'11'W N05.47'3VV N09.23'53'E Approximate Driveway L.P.U.n CO 167.00 7'34'35' 22.08' 22.07' ND5'36'35.5'E N09'23'53'E 1401'4919'E I) N Deno lea Drainage Easement Line C9 233.00 8'27'17' 34.38' 34.35' N05-10 14,5'E NOO-56.36-E S09'23'53'W ' III x 010 167.00 20'32'48' 83.21' 82.3' SO4.52'31'E 509.23'S3'W S19.OB N W N E 'S5'E Denotes Existing Fenceline 011 233.00 36'36'36' 148.88' 146.356' N00.50'37'W Sl9'OB'S5'E S17' 27'41'W L.B.O. Minimum Elevatlon of Lowest Building Opening 012 167.00 17'16'48' 50.37' 50.18' SOB•49'17'W 517.,17'41'1 S00.101153'W H.W.E, 100-Year High Wnier Elevation N r L-\'SV Lennie. Orainoge Easements k I SE 854.2 Benchmark - Top of Iron Reber or Pipe NOTES. 1 12' Utility Easement along roadways ELEVA00NS ARE USGS MAW 1988 BASED ON CPS OBSERVATIONS. 160711 AVENUE II ALL OTHER LOT CORNERS MARKED `NTH A 1" BEARINGS ARE REFERENCED TO THE NORTH/SCUM 1/4 LINE OF SECTION 34, WHICH IS ASSUMED TO BEAR S69'37'14•W. z 18" IRON PIPE (WEIGHING 1.13 LOS. PER BEARINCS ARE REFEItENCEO TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB # W10575D44A 114E SW 1/4 OF SECTION 7, T30N, R18W, WHICH IS TOWNSHIP LAWS RULES ANO RECVUTIONS (LE. WETLANDS, MINIMUM LOT SIZE. pTe area b ACCESS TO PARCEL, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, P Y ASSUMED TO BEAR NUO'IC'53"E. CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN BOARD FOR ADVICE. ^~J J- - C"utdingG=p, Inc - NO OWNER OR RESIDENT SHALL 00 ANYTHING WHICH OR (:MANGE THE OPERATION OF ME APPROVE. CGMPR7ATE AGE Phone No. (715) 246-4319 AND SOIL EROSION PLAN FOR MIS PUT. MI5 INCLUO TO Far No. BU10)ING UPON, OBSTRUCTING, ALTERING, FILLING, EXCA IN (715) 246-3830 ANY DRAINAGE EASEMENTS, WATER DRAINAGE 01 TCHE8 ER P.O. BOZ 325 CULVERTS, BERMS OR GRASS SEEOINGSNeW Ri chmond, WI 54017 SHEET 1 OF 2 SHEETS X E O Z O m < L7 v