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Home My WebLink About026-1304-13-000 (2) t aE~ 1366 y SOIL REPORT Page 1 of 4 Wisconsin Department of Commerce Division of Safety and Buildings J U4aArdan(~4A Com 85, Wis Cd Tom Schmitt County Attach complete site plan on p r no 1 d in siza dist ce Pla to n must nearest road. St. Croix include, but not limited to: verti percent slope, I and '6 t (BM), direction and ri scale or dimem Parcel I. D. (1L (1(✓ Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot SW 1/4 SW 1/4 S 7 T 30 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 13 Hayden's Rolling Acres City State Zip Code Phone Number J City J Village e Town Nearest Road Somerset WI 54025 715-247-5900 Richmond 160Th Ave. I1 New Construction Use: 6M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _ I Replacement J Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sq ft rating. Possible system elevation for Area 1 is high trench 102.85', low trench 101.41'. Slope is 12%. Boring # Boring 01 Pit Ground Surface elev. 102.8 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-10 1Oyr4/3 none sl 2fsbk mfr gw 2vf .6 1.0 2 10-31 1Oyr3/3 none sl 2csbk mvfr 9w .6 1.0 3 31-56 1Oyr4/4 none Is 1msbk mvfr gw .7 1.6 4 56-115 1Oyr5/6 none s Osg ml - .7 1.6 Boring # ~j Boring tI Pit Ground Surface elev. 101.23 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Ef1#2 1 0-10 1Oyr3/3 none sl 2msbk mfr as 2vf .6 1.0 2 10-18 7.5yr4/4 none gricos Osg ml 9w 1vf .7 1.6 3 18-25 7.5yr5/4 none vgdcos Osg ml gw 1vf .7 1.6 4 25-110 1Oyr5/6 none s Osg ml - .7 1.6 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <.30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt -0 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 7/15/05 715-247-2941 Page 2 of 4 Property Owner Grand Properties, LP Parcel ID # 3] Boring # Boring Pit Ground Surface elev. 100.17 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-27 1Oyr3/3 none I 2msbk mfr 9w 2vf .6 .8 2 27-45 1Oyr3/1 none sil 2fsbk mfr cw .6 .8 3 45-75 1 Oyr4/6 c2f 10yr6/1 SO 3msbk mfr .6 .8 10yr6/6 a Boring # Boring Pit Ground Surface elev. 100.07 ft. Depth to limiting factor 65 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-24 1Oyr3/4 none I 2fsbk mfr 9w 2vf .6 .8 2 24-41 10yr3/3 none sil 2msbk mfr 9w 1vf .6 .8 3 41-65 1Oyr4/4 none sil 3msbk mfr gw - .6 .8 4 65-82 7.5yr4/6 c2f 7.5yr6/1 Ifs 1 csbk mfr cs 5 1.0 7.5 /8 5 82-90 7.5yr5/6 none s Osg ml - .7 1.6 Boring # Boring F-5 1 M' Pit Ground Surface elev. 102.45 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-15 1Oyr3/4 none I 2msbk mfr 9w 2vf .6 .8 2 15-44 1Oyr5/3 none $l 2csbk mfr 9w 1vf .6 1.0 3 44-75 7.5yr5/6 none Is 1 csbk mvfr cs .7 1.6 4 75-96 1Oyr5/6 none s Osg ml .7 1.6 * Effluent #1 = BOD ? 30 < 220 mg/L 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. Property Owner Grand Properties, LP Parcel ID # Page 3 of 4 6 ] F Boring # J Boring ~ PR Ground Surface elev. 106.35 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfif *Eff#1 *Eff#2 1 0-8 1Oyr3/3 none I 2msbk mfr as 2vf .6 .8 2 8-18 1Oyr4/4 none sl 3msbk mfr 9w 1vf .6 1.0 3 18-36 1Oyr4/6 none Is Osg ml gw .7 1.6 4 36-60 1Oyr5/6 none s Osg ml cs .7 1.6 5 60-100 1Oyr5/4 none cos Osg ml .7 1.6 ❑ Boring # I 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 QPD *Eff#1 *Eff#2 ❑ Boring # Boring ft. Depth to limiting factor in. Soil pit Ground Surface elev. 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 = BOD5 <_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. Page yof Conducted by: Conducted For: Ref. No. /W 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, Wl. 54025 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Hayden's Rolling Acres Lot No.: 1-3 Legal Description: 14; tlf1/4 S7 T30N R18W ® Backhoe Pit Township of: chmbirid, St. Croix County ® Bench Mark El. 100.00' Top of o? ``~G✓ Q Alternate Bench Mark El. /W- O f Top of Slope= Contour Line EL 110 Contour Line Length Scale 1" = 40' 0` ay` tt` t' 131V arm r wl °Z / i 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) Located in port of the Southwest 114 of the Southwest 114, and port of the Southeast 114 of the Southwest 114 of Section 7, Township 30 North, Range 16 West, Town of Ricnmond, St Croix County, WSsconsin. r 1/4 caner \ Tlion 7 \ . (found I" kan /ran Pip.) \ \ ~ , \ \ BO. 7fMPORARY CUL-OE-SAC / w UNPLA TIED [ANDS \ \ EASEMENT (TO BE REMOVED t. NortA Ltne of the SW/SW weevia/~ UPON EX1FN5/ON OF THE ROAD) 7 1 I 87.3 9JB l _ A m 476 9J2. 1 1 nr°'Y'"~ - VA"\... - N 813:43'22 E. _157 .28 e:e es ( 2ne.0e 231.07' N •r \ 9J3 3ea.BJ' :9654 y / aI 12 g n SQj'~ yWE~9 0 1.5 acres I I I p 2.6 acres N I? B „ 7.5 acres ' aarf•C\ - / ~Ws 68.0= 9JO.o 74,238 sr ft. ^ 1~ $ 1..5 acres 3 L.B O.= 9J0.0 E Iµ eA 65,303 sq. ft. N n / I q d 65,591 sq. ft 1 >l/ p yr \ . e 65,456 sq. ft'41Y3k4 N nns'aY G + W' r^i 1 1'j a iOW'ret P _ f 9746 t.... I "M...... NBB']I'5B'E ]610' 3I lO o I .............~n ........15 acres RO' ]FMPORARY CUC-OE-SAC R 4'4 LBO= 9tT0.0 'd k a, ^ Nm'SIRe'E 6BS,]J' T (TO BE REMO kfD , ln= 1/ F I \ EASEMEN 65 576 Sq ft - U,_ EXTENS/ON OAD / to 8 faoo 1.5 z OF 7Hf R o 12 - ~4§1u s In -g 2- - 2s."I Ja 7e, i%~ It LBO. 930.0 (n " +,P.. 0715 Js•E - _ _ _ 8 9 67,020 Lsq, ft. 141 INW 41LR1gE as iblSTear 2.9 Qcres Na rls']~w saaz \ I : 126,5.99 sq. ft. I elan' R ) e yi0 .2J{.36' • Na rr6g \ _ IT54t' e 1 L 9674 1565' I a w I I y- e7y ~ , a15a•w Z a O J ...I 6 0 ^ / • 'j6 N66 51'16'E 54J47' ~ R _ We/ x R I i a 7 6 b~ 9f'J.5 ,y \ \ (n L 5 acres 5 15 I Z 66,569 s ft. LS acres - : 4 \ I 2J acres 8 ° O q 65,72) sq. R, 1.7 acres y_ L.8.0= 945.5 rey -2:2 dcres } I 01,5J9 sq. R. @ „ o I u P g" 72,970 sq. ff. v1J< LB.O.= 9655 YA j \ ~ 3E m 6~ GM "ad 96, 41J sq. '.ft. \ n 4.3 •m-r w -1 'S. 951.2 956.9 957 9570 95JI 2100{' 210.04' 210.04' 94.61' ~ :Nee'S1'2e'E " {71.12' 429.x2' \ 0 N n $89.05-52-'W 630.12' \ sesOr9]'E rA4:a• \ LOT 2 LOT 3 I LOT 4 1 J osre s2 s• C RTIFIED SURVEY MAP N 23 acres a o-----------I- 9 8 R I 101, 124 s. ft. COL 15 PG 4145 p li 7 I q n 2 J acres L.B.O.= 94 5 f 968.1 99,362 SO. /t. 9 ' ' Lac ,IT ~seaxt'H'e 961,8 P: i seaze2s'e .u• ~ I trs U 49a.6>' ' OI Z - F ° i= o 2 17 2.2 acres 2,1 acres k' 95,514 sq. ft. 'i rn I w a 89,404 sq. ft. Z) m I rn 979.3 MJ w / f I,. IiT N I (A e6e•2a'29'E (v. rv 582je•ee E 4 14 1 p 441 4Y sm". I i. I Vt I I - ~ ~ r ~n' VIC 1 R 18I I p I ra e 2.1 acres ~ 27 acres 92_950 sq. ft. I • 116,.996 sq ft W . m f-1- - - - - • w o• N esnroe• c rore.J3' >4 \ JI \ - - - f / _ 2 ° 6 - - - - - - - - 4 LN89'05'52"E- - -'1042A South 714 -160THAlENUE- - - - - - S69•05'52'w 1027.21' N89'05'52°E 630.11'_ - Secf/on 7-JO-18 NORTHERL - - - - - (Found Altar um South Line of the SW/b'W 5 9'05'52"W 2699.77' Y LIMITS OF 80' "OE ^nuthwest Cnrnor EASEMENT TO OAIR)ZANO POHER County Monument) -JO-18 COOPERATIVE' tN OOC1597994 .Section (round 7 7-JO-,n IJNPLATTED LANDS 142L 1404 Pc287 Countr Monument ) C4 -UNPLA -TED LANDS 0 0 - /17 CI CURVE TABLE O CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS VICINITY MAP LEGEND: / SEC. 7, T 30 N., R.18 W. ce 2313.00 00 17'16'48' 70.27' SOB' 7'W N53'E N1 1'E 1 C2 167.00 36.36'36' 106.71' 10404.90 .90' N00'50'3 N111'E N *085'W TOWN OF RICHMOND, ST. CROIX COUNTY, W1 Section Comer Monument of Record C3 233.00 37.213'47' 152.42' 149.71' S85'1I'39'39.5' .5'E S767-03-27'03'5'S7W N66#27'566'27'l6'W NOT TO SCALE o Found 7" Iran Pip. C4 . 167.00 20.48'19' 60464' 60131' N76 51'25.5'W N66.27'16'W N87.15'35'W 0 Sold I" x Pip C5 233.00 20.48'19' 84.61' 04.14' N76.51'25.5'W S87'15'35'E S66'16'E II 1 Iron Reber to,. per Bober fool) LOT 10 233.00 20.06'21' 81.76' 81.34' N77.12'24.5'W S67'15'35'E S67.09'14'E (weighing 4.303 . lbs N66'48'15'W S67.09'14'E S66'27'16'E Buliding Setback Line LOT 11 233.00 0.41'58' 2.84' 2.84' C6 167.00 37'28'47' 109.24' 101 S85.11'39.5'E S66'27'16'E N76'03'S7'E - - (100' from Rlghl of way or as noted) C7 233.00 15'11'24' 61.77' 61.59' SD1'40'11'W N05.47'31-W N09123.53E Approximate Driveway Location ce 167.00 7.34'35' 22.09' 22.07' NOS•36'35.5'E N09'23'53'E NDI'49'16'E C9 233.00 8'27'17' 34.30' 34.35' N05•10'14.5'E N00'56'36'E S09.23'53-V q Oenote1 Drainage Eoaement Line CIO 167.00 28'32'48' 83.21' 82.35' S04.52'31'E S09.23'53'W SI9.OB'S5'E N W N E N N Denotes Existing Fenceline CIl 233.00 36'36'36' 148.88' 146.36' N00'S0.37'V S19'OB'55'E SI7'27'41'W In L.B.O. Minimum Elevation of Lowest Building Opening C12 167.00 17.16'48' 50.37' 50.18' SOB'49'17'W S17.27'41'W S00'10'S3'V H.W.E. 100-Year High Water Elevation yl Denotes Drainage Easements SE 'Rel 854,2 Benchmark - Top of Iron Reber or Pipe NOTES: 12' Ullllly Eoaement along roadways ELEVA80N5 ARE DIGS NAW 1988 BASED ON GPS OBSERVATIONS. 180TH AVENUE ALL OTHER LOT CORNERS MARKED WITH A 1" BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 LINE OF SECTION 34, MICH IS ASSUMED TO BEAR S8917'14•W. x 18" IRON PIPE (WEIGHING 1.13 LBS. PER BEATINGS ARE REFERENCED TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE. COUNTY AND JOB W1057SD44A THE SW 1/4 OF SECTION 7, T30N, RIBW, WHICH IS TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS. MINIMUM LOT SIZE, PF .,ed b ASSUMED TO OF SECTION ,T3 ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, ^ Y CONTACT THE VST. I CRq% COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN ~ 0 co-ft G117uQ, ft BOARD FOR ADVICE. J1,4 NO OWNER OR RESIDENT SHALL DO ANYTHING NHIC7~WAEIWA OR CHANGE THE OPERATION OF THE APPROVED COMPR AINAGE Phone No. (715) 246-4319 AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDE D TO No. BUIU)ING UPON, OBSTRUCTING, ALTERING. FILLING, EXCA IN Fax No(715) 246-3830 ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES. ATER P.O. BOX 32$ CULVERTS, BERMS OR GRASS SEEOINGS. New Richmond, Wl 54017 ; 71 SHEET 1 OF 2 SHEETS Z N f 1 v i