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Home My WebLink About026-1304-16-000 (3) 1372 ~ A Wisconsin Department of Commerce S IL EVALti PORT ; , . ~ Page 1 of 4 Division of Safety and Buildings in accordance wit Comm 85, Wis. Adm Tom Schmitt County Attach complete site plan on 6AMIT11inche in size. Plan must St. Croix include, but not limited rt/f hce poi BM), direction and percent slope, scale or dimemsions, no d distance to nearest road. Parcel I.D. Please print all information. Reviewed By / Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - 3 Property Owner Property Location Grand Properties, LP Govt. Lot SE 1/4 SW 1/4 S 7 T 30 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 16 Hayden's Rolling Acres City State Zip Code Phone Number J City J Village 401 Town Nearest Road Somerset I WI 54025 715-247-5900 Richmond 160Th Ave. 16 New Construction Use: IM 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 0.5 gpd/sq ft rating. Possible system elevation for Area 1 is 91.20'. Slope is 2%. ) Z a ~fw if&2 -4,41 Boring # Boring ❑f Pit Ground Surface elev. 99.23 ft. Depth to limiting factor 106+ in. Soil Application Rate E Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "E GPDIft2 1.0 1 0-11 1Oyr3/2 none sl 2fsbk mvfr as 72vf.6 2 11-22 7.5yr4/4 none sl 2msbk mfr 9W 6 1.0 -32 1Oyr4/4 none sl 2msbk mfr 9W .6 1.0 3 22 4 32-43 1Oyr5/6 none sl 2fsbk mfr 9W .6 1.0 5 43-59 1 Oyr5/8 ~.5 'S /1 /6 sil 2msbk mvfr cW •6 •8 6 59-94 1Oyr5/4 one cos Osg ml cs .7 1.6 7 94-106 1Oyr5/6 non s Osg ml - - .7 1.6 a Boring # Boring Pit Ground Surface elev. 98.65 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#GPD/ftzEff#2 1 0-9 1Oyr32 none sl 2%bk mvfr as 2vf .6 1.0 2 9-17 1Oyr4/3 none sl 2msbk mfr 9W 1vf .6 1.0 3 17-36 7.5yr4/4 none sl 2fsbk mfr 9W .6 1.0 4 36-67 1 Oyr5/3 11 ~.5y /2 ~6 sil 2msbk mfr cs •6 •8 5 67-96 1Oyr5/4 none cos Osg ml - .7 1.6 JlS'/ 1-7 Doesn't meet 2' rule * 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 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 621/05 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 4 3 ] F Id Boring # J Boring Pit Ground Surface elev. 98•$0 ft. Depth to limiting factor 130+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GENII! *Eff#2 1 0-11 10yr3/2 none sl 2fsbk mvfr as 2vf .6 1.0 2 11-24 7.5yr4/4 none sl 2msbk mfr 9W 1vf .6 1.0 3 F24-42 10yr4/4 none Is 1 csbk mvfr 9W - .7 1.6 4 42-60 10yr5/3 m 2d5.5yr6/6 sil 2fsbk mfr cW - .6 •8 5 60-130 10yr5/6 N none cos Osg ml - - .7 1.6 I-J- I 4 ] Boring # Boring Pit Ground Surface elev. 99.16 ft. Depth to limiting factor 135+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-11 10yr3/2 none sl 2fsbk mvfr as 2vf .6 1.0 2 11-21 1Oyr4/3 none sl 2msbk mfr 9W 1vf .6 1.0 3 21-43 10yr4/4 none Is 1csbk mvfr 9W .7 1.6 4 43-63 1 Oyr5/3 m2d 7.5yr6/8 sil 2msbk mfr cw - .6 •8 5 63-105 10yr5/6 none cos Osg ml cs - .7 1.6 6 105-135 10yr6/4 none s Osg ml - - .7 1.6 Boring # Boring Pit Ground Surface elev. 98.45 ft. Depth to limiting factor 129+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If *Eff#1 *Eff#2 1 0-11 10yt32 none sl 2fsbk mvfr as 2vf .6 1.0 2 11-22 7.5yr4/4 none scl 2msbk mfr 9W - .4 .6 3 22-41 1Oyr4/4 none Is 1csbk mvfr 9w .7 1.6 4 41-63 OyrS/3 m2d 7.5yr6/8 sil 2msbk mfr cs .6 .8 7.5 /1 5 63-92 10yr5/4 none cos Osg ml cs - .7 1.6 6 92-95 7.5yr4/4 none Ifs 1 csbk mfr cs - .5 1.0 7 95-129 10yr6/4 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 F6 I Boring # J Boring Pit Ground Surface elev. 98.71 ft. Depth to limiting factor 134 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 10-18 10yr5/3 none sl 2fsbk mfr 9w 1vf .6 1.0 3 18-31 7.5yr4/4 none sl 2msbk mfr 9W - .7 1.6 4 31-55 10yr4/6 none Is 1csbk mvfr cw - .6 .8 5 5 - 2.5y5/4 m3p 5yr5/8 all 2msbk mfr cs .7 1.6 7.5yr6/2 6 78-134 10yr6/4 none cos Osg ~r ml - - .7 1.6 t=7 /~J ' u ; Gx 4 o 7CT/l s :..j Boring F-I 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 ❑ Boring # ( Pit Boring Ground Surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM? *Eff#1 *Eff#2 it * 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. Page yof l/ Conducted by: Conducted For: Ref. No. 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, Wl. 54017 Phone: 715-247-2 Subd.Name: Hayden's Rolling Acres ' Lot No.. Leg al Description: IV 114S&AI4 S7 T30N R18W S~- ® Backhoe Pit Township of: Richmond, St. Croix County ® Bench Mark El. 100.00' Top of o? ~ Alternate Bench Mark El. p?9~ Top of /`~5~ l~~~y2~' S•~ L~rs» Slope=__2% Contour Line El. f} Contour Line Lengt Scale V = 40' 2\ Bi R3 ~S µ 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 Port of the Southwest 714 of the Southwest 114, and part of the Southeest 114 of the Southwest 114 of Section 7, Township 30 North, Range 18 West, Tawn of Richmond, St Croix County, Wl consin. Wnst 1/4 C-,- 5- l \ \ \ ion 7-JO-IB \ (Found I" lean Pipe) \ \ ~ BO' TEMPORARY CUL-DE-SAC EASEMENT (TO BE R£MOVEO UNPLA TTED LANDS Neru% i \ 1 1 UPON EN7EN5/ON OF THE ROAD) North IM, A or the SW/SW - - - - - - - - - - - - 9JB.I ~_-r^ 476 9311 -1. _ I t 87.-1. Np, 1 naw"lj°' - - N 8843'22 EE. -115763H ' 630.03' 311,11 ( x4e.oe 2]1.oT N7an'i rs \ / e1 9358 9651 / • ; • ~ / 12 A .E.E9 0 - 1.5 res I> 9 r oc es v, eaa"i~ e w.r ~w LB.O.= 9300 34,2.6 C- 736 s q' s ft. 1.5 1.5 acres Jr 651JOJ sq ft. I F r, S LBO..-r9J0 65, 5.91 sq. ft scar Pas °f ~i~ 's'T N 1~ z ,a g 65,456 sq. ft. 4i M . 1 f Hl _ I y. 3 !b o ^ ~WreT I N - 974.6 I - A a Na537'50'E ]830]' P 3 I I j 90 TEMPORARY CVL-OE-SAC p~p C B 0= 901J.0 w a rl EASEMENT F n 8 Nae'S1'xe'E- 555.33' T' (TO RE R£MO WO 65,576 s . It. \ L 3~Q Z~ UPLW EX7EN5/QN Of THE ROAD /q t i8 m 115 OCres j (y .t ~I- - 33L3J_ J $S L.B.O.= 930.0 f~ j In ~r R.- serls'arE - -e.1e' 8 67,020 /SiT ft. I , WI - s1e.z1 . . Ip q o r_-Ne7s']rW -,27- ~ AWAWrs~ \ I 01 22. 9cres ft. 6 0 67> c 1 L IC 334.]e' 19a.95' N.6"aD>. ~p ' ,35AT 9674 I^ mp I I rye•W 3e>.a w i A - ,T 7 A N0B'51$0' S4J9T V q N D m ~ - ppRk \ 15 Z r 66„569 sq ft. R 65, 7 5 723 acres h 1. 7 oc es ~'r 2 3 acres g d p s4. 2 1101, 539 sq. ft. $ o 2 2 res y( p h LBO 9455 ro y°>'.c 72,920 sq. ft. C.B O.= sq9455,ft Yj 04\ - F J 6r 4 as°a 96,413 . VV 5 964.5 ,951 1 1 956.9 N 9577 9570 95.1 \ °m. 310.04' 310. 4' 310.04' 91.63' ~ '.N69'11'30'E 471A3' / 436e3' U \ A i F i $69'05'52"W 630.12 \ sesn7•m'E Nrow'w•e urz oTJ -te ar ,4 1 4 ex,5 CER7/fIED SC/RI/EY MAP 101, 2 J 124 res q 7----_____-g 8 s. ft. l/OC 15 PG 4745 8 II " I 2.J acres L B.O.+ 945.5 I 99, J62 sq. ft. 1.54' 968.1 ~ / 6a~Y1'tl'E 61.8 s6e'z.'zs'e .U• 4m.Is `j I I 4aR.67' . . F n & 2 n no I 2.2 acres 0; - 2.1 acres 95,514 sq. ft. t, j ^i or I I °i 89, 404 sq. ft. I i o U 979.3 i u / ~3'3e's9 [ 4.1 See 2"25'C 41 1 lJ u1.u' soa.4t' VIL 1 k Ca I U I 2.1 acres 2.7 acres l ` 1....... 92-950 sq. ft 118, 9961 sq Jt... t, 11, / no I C J BLS $ / - _ - U, N e907'M' E 102633' 1042 - - - '•E- - r74 e e - - - - - - _ ~ LN89'OS'S244'_ - -/--N --4D. 1 -160TN AVENUE- - - - - 569.05.52"W 1027_21' N69'111'12°E 630.11 - Sect Pon 7-JO-18 \ 5outh Line of the SWAW 319-05'52"W 2699.77' NORTHERLY LIMITS OF 80' WOE (Found A/umetum "nu(h~vast Cnrnrr - EASEMENT TO OAIRYLANO POWER County Monument) ,Section 7-30-19 COOPERATIVE IN DOC097994 (rol,nd A1-1"' UNPLATTED CANDS PR 1404 Pc1e7 /~C4 coanry MOnnment) LANDS CURVE ~ TABLE C1 VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT HEARINGS Cl 233100 17'16'48' 70.27' 70.00' S08'49'17'W N00.10'53'E N17'27'41'E SFC. 7, T. 30 N., R.16 W. C2 167.00 36.36'36' 10671' 104.90' N00'50'37'W 1 N19.O8o55oW TOWN OF RICHMOND, ST. CROIX COUNTY, W $ Section Corner Monument of Record C3 233.00 37'28'47' 152.42' 149.71' SBS•11'39.5'E S76.03'57'W N66.27'16'W NOT TO SCALE C4 . 167A0 20'48'19' 60.64' 60.31' N76'51'25.5'W N66.27116•W 1487.15135'W 0 Found i" Iron Pipe Set 1-1/x 18' Iron Rebor CS 23100 20.4B'19' 84.61' 04.14' N76.51'25.5'W S87.15'35'E S66.27.16'E 'I (weighing 4.303 Tbs. per linear fool) LOT 10 233.00 20'06'21' 81476' 81434' N77.12T4.5-W S87.15'35'E S67.09'14•E Bonding Setback Line LOT 11 233.00 0.41'58' 2,64' 2.84' 1466.48'15-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- -r - - - -11 (100' I- Right of way or as noted) C7 23300 15.11.24' 61.77' 61.59' SOS•4131111W N05'47'31'W N09.23'53'E Al Approxlmata Driveway Location C8 167A0 7.34'35' 22.09' 22.07 N05 6'35,3'E N09.23'33'E N01'49'I8'E C9 233.00 8'27.17' 34.38' 34.35' NOS'I0'14.5'E NOO.56'36'E S09.2313'W v Denotes Drainage Easement Line CIO 167.00 29'32'48' 83.21' 82.35' S04'52'31'E S09'23'53'V S19'00'55'E N W N E x Denotes Existing Fenaellne C11 233.00 36'36'36' 148.88' 146.36' N00.50'37'V S19'OB'S5'E --'-w u L.B.O. Minimum Elevatlon of Lawe.t Bulldln 0 CI2 ]67.00 17.16'48' 5037' 50.18' SOB'd9'l7'W S17.27'4l'W S00'IO'$3'W g pening H.W.E. 100-Year High Water Elevation Denotes Drainage Easement. SE 'SIT 4 834.1 Benchmark - Top of Iron Reba, or Pipe NOTES. 12' Utility Easement along roadways ELEVATIONS ARE USGS MAW 1980 BASED ON CPS OBSERVAPONS. 160TH AVENUE ALL OTHER LOT CORNERS MARKED WITH A 1" BEARINGS ARE REFERENCED TO THE NORIH/SOUT-I 1/4 UNE x 1B" IRON PIPE (WEIGHING 1.73 LBS. PER OF SE BUM 34, WHICH IS ASSUMED TO BEAR 559-37'14•W. BEARINGS ARE REFFF?LNCEO TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND JOB III W1057SD44A 11{F- SW 1/4 OF SECTION 7, T30N, R18W, WHICH IS TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, Prepared by. ACCE'.SS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL. ASSUMED TO BEAR NUO'10'53"C. CONI ACT THE ST. CROIX COUNTY ZONING OFFICE AND IRE APPROPRIATE TOWN ~~~!n(~ n,.~~ BOARD FOR ADNCE. J`'"'~ Ca-ul(ing C-W Inc NO OVMER OR RESIDENT SHALL DO ANYTHING WHICH OR CHANGE THE OPERATION OF THE APPROVED COMPRE ENSIVE WATER DRAINAGE Phone NO. (715) 246-4319 AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDE BUT IS NOT LIMITED TO Fax No. BUIU]INC UPON, OBSTRUCTING, ALTERING. FILLING, EXCA TIN OR PLANTING IN (715) 246-3830 ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, All UNWA WAIER P.O. Box 325 CULVERTS, BERMS OR GRASS SEEDINGS. T 40 New Richmond, W 54017 SHEET 1 OF 2 SHEETS X ~r O C Iv G m 2 L-n v