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Home My WebLink About026-1304-06-000 (2) 1362 ~lPAT N REPORT Page 1 of 4 Wisconsin Departmen Division of Safety and S Y in 8ccordance with Comm 85, Wis. m. Code Tom Schmitt County Attach complete site plan on paper not less than 8%: x 1I i s 2 s16. QD5ust St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and I I~t)te~ir)arest d. 1 J Please print all in ~nnati-A6NINGOFFICE Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 7 j 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 6 Hayden's Rolling Acres City State Zip Code Phone Number J City Village 01 Town Nearest Road Somerset WI 54025 715-247-5900 Richmond 160Th Ave. 0 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement 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 92.80'. Slope is 0%, flat. M Boring # ~I Boring NJ Pit Ground Surface elev. 94.47 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 10-21 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0 3 21-37 1Oyr4/6 none Is 1msbk mvfr 9`N - .7 1.6 4 37-100 1Oyr5/6 none s Osg ml .7 1.6 Boring # Lj Boring Id Pit Ground Surface elev. 96.31 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-10 1Oyt3/3 none sl 2msbk mfr as 2vf .6 1.0 2 10-18 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0 3 18-46 1Oyr4/6 none Is 1csbk mvfr 9w .7 1.6 4 46-100 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 L30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ~T~ele 7429 Address Tom Schmitt Date Evaluation Conducted ph one Number 1595 72nd St., New Richmond, WI 54017 6/25/05 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 4 Boring # Boring 11 ~f/ Pit Ground Surface elev. 96.22 ft. Depth to limiting factor 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 'Eff#1 *Eff#2 1 0-14 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 14-30 10yr5/3 none sl 2fsbk mfr 9w 1vf .6 1.0 3 30-46 10yr4/6 none sl 2msbk mfr cw - .6 1.0 4 46-58 2.5y6/3 m2d 7.5yr6/8 sil 3msbk mfr cw - .6 .8 7.5 /2 5 58-84 10yr5/6 m2d 7.5yr6/6 Is 1 csbk mfr - - .7 1.6 7.5yr6/2 F Boring # Boring !d Pit Ground Surface elev. 98•44 ft. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 1 0-11 10yr3/3 none I 2msbk mfr as 2vf .6 .8 2 11-19 1Oyr4/4 none scl 2fsbk mfr 9w 1vf .4 .6 3 19-33 7.5yr4/6 none Is 1 csbk mvfr 9w .7 1.6 4 33-54 10yr4/4 none sl 2msbk mfr cw .6 1.0 5 54-92 10yr5/6 none cos Osg ml cs - .7 1.6 6 92-120 10yr6/4 none s Osg ml - - .7 1.6 T- Boring # Boring Pit Ground Surface elev. 98.97 ft. Depth to limiting factor 121+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Eff#2 1 0-11 10yr3/2 none I 2msbk mvfr as 2vf .6 .8 2 11-21 10yr5/3 none I 2msbk mvfr 9w 1vf .6 .8 3 21-39 10yr4/4 none scl 3fsbk mfr 9w .4 .6 c2d 7.5yr6/8 4 39-46 2.5y5/4 7 5 /2 sil 3msbk mfr 9w .6 .8 5 46-64 10yr4/4 none gds 1 csbk mvfr 9w .7 1.6 6 64-121 10yr5/6 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 ] Boring # Boring Pit Ground Surface elev. 98.79 ft. Depth to limiting factor 120+ in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-6 10yr3/4 none I 2fsbk mfr as 2vf .6 .8 2 6-12 10yr4/4 none sl 2msbk mfr 9w 1vf .6 1.0 3 12-25 10yr4/6 none scl 3msbk mfr 9w 1vf .4 .6 4 25-32 10yr5/6 none Is 1 csbk mvfr 9w - .7 1.6 5 32-59 10yr4/4 none grsl 2msbk mfr aw .6 1.0 6 59-120 10yr5/6 none s Osg ml - - .7 1.6 ❑ 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 F-I Boring # 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 GPD *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -S_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 C/ Conducted by: Conducted For: Ref. No. 1- Schmitt Soil Testing Inc. Name: Grand Properties, LP. Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Hayde}~'s Rolling Acres Lot No.. (O Legal Description: 0/4 AA/4 S7 T30N R18W ~ lo Backhoe Pit Township of Richmond, St. Croix County ® Bench Mark El. 100.00' Top of jr /*'I Xa./ Gcr)" detl - r p~se~p P Q Alternate Bench Mark El. 9S,3-10 /Top of o? 41 Slope=_0 Contour Line El.Al,#_ Contour Line Length !1/f~ i Scale 1" = 40' kip ~r ~ r VIV y a A ~ ~'y9, ~ pG l AUIIA (nwo 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. HAYDEIN'S ROLLING ACRE'S (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 JO North, Range 16 West, Town of Richmond St Croix County, Wiscons/n. W-n 114 Corner \ \ \ Lion 7-.TO-1B \ (Found 1' /'on Pipe) \ \ / ' \ \ \ 80' 7EMPLWARr CUI -DE-SAC EASEMENT (TO BE REMOVED UNPLA TTED-L ANDS North Line of the SW/SW .v w>v~,X 1 1 UPON EX/ENS/ON OF THE ROAD) 476 - - 911.1 m)\ I 1 n~av`s,rt - _ 873 - - N H8' E 43'27Z 1676.7$ . rneV - J60.eJ' 520Ar l/ / Jne.ae' x11.07 snxmms<s»- a \ 6, r. 9138 95 12 / 1`^ I I \I I X7 ocresr t WE~9 0 ;F 5 1.5 acres ' C 1 1 26 acres a B L.B.O.= 910.0 0 1.5 acres r 1.5 s / 14,g0p 65, JOJ sq. ft. f: l 14,236 sq. ft. R L.B.O.= 9JO.0 E E'1 r \ R / as @ : s1~o yr _ a o......., 65,591 sq. ft Nn N - - a 11~ z ~ 65, 456 sq. /t.5"3YW X r~ o I Y' .P > vrset 9746 NBB'Jl56'E ]8107' ' L I Ip 1 ~a 1_5 acres 80' 7EMPORARr M-DE-SAC i LBO N '06,0 EASEMENT (TO BE REMOVED 55,575 sq. {t. xi n $a Nee'BI'2B'E BBAJJ' x44.7,"i f -UPON EX7ENS7oN OF 7HE ROAD / 1 g 1.5 OCreS (y I \ x11.1] 8 L.B.O.s 910.0 I ~t ; - - ,?eo6• $ 67,020 /s . !t. 66T,0'JB•E _ 616.21 8 q b 1• ' 1 w) --T 16621AOV A rs" S v' nt Nm'IS7s•w 2.9 cres 126,599 sq. {f. C .234.J8- c U IY ' e 1 B ) E N isAT' .1 9674 I I IBa.95' + N67j1fi. [p I-D z I a e o n 1 ..N r! ~ 10 x N I acres 6 ; 5... 9% ~,A i o 2 III 7 15 r 66',, 69 sq. !t. R 15 acres ! 7 acres 2.J acres O 65,721 sq. /f. ' ry L.80- 945.5 see. rwr - 2:2~oares s. N 101,519 Sq. ft. C; j0D v ft 72,920 so, ft. m L B.O - 945 ~I 6w ~ Tse 96,40 sq. . `ft. ^64.5 y J i :95 956.9 9377 95]0 9511 \,N9a'S1'16'E ITT42' ,6.Oa 210.04 xto o, 9,.61' ,15.6x' \ m Ut F 1 $89.05'52•'W 630.12' \ 9Beb7'OJ'E .e)W'LOT ? or 1 SOT 4 a;'' CER 71f1ED SUR AEY MAP - 15i-' - 21 acres y_-__-_------ 3 8 J' 701,3 124 Sq. !t. _ p II C I s VOL 15 PG 4145 1 acre,9 2.3 L . . 9435 sq. ft. le" E 968.2 0/ ~J se 11.E 96.8 It z_ ses'zshs•e ~ yr, / ~n Istm' I wR6r L]i ° o 2 1 2.2 n o acres D; 2.1 ,cres 95,51 ,574 sq. ft. u! 89,404 sq. ft. l / w m 979. J JJ m Go //AW `3 sa1']e'6pE 964. j CO lj N (.I rB0'x0'x0'E 1,1.11' / 5 A Oe 11' I I Q) I~ In 2.1 acres 2.7 acre I~ r 92,950 sq. ft. l• l 116996 sq e I1 - I no...._ 16 a l w♦lF S rl - - - - - - - M We9w'ae'e 101W IX _ - _ _ _ 2 a e - - - - - - . - I\le" LN89'0552:I- 160 TH AVENUE- - - - - - - R 589'05'52°W 1027_21' South 114 Caner Seal- 7-30-1B South Line of the SW/SW 5 9'05.52"W 2699.77' NORTNERL r LIMITS OF BO' 810E (f d Af joln- Snvrhwesr frxner EASEMENT TO DAIRKANO POBER County W---t) ,Section 7-J0-19 COOPERATIVE IN Gal (romd Al-i- .(1N--- - E _ D _ LANDS- S_ 4DL 1404 Pc2e7 co,nrr Mnnllmenq C9 -UNPLA TTED-LANDS VVV ~Vr" CURVE TABLE C1 VICINITY MAP LEGEND: CURVE) RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS SFC. 7, T. 30 N., R,18 W. CI 233.00 37'16'48' 70,27' 1 70.00' SOB-4917"d N00.10'53'E N1 1'E C2 167.00 36.36'36' 106.71' 10409.9.90' ..5' N17.27'41'E N *085'W TOWN OF RICHMOND, 51. CROIX COUNTY, NI Section Comer Monument of Record C3 23340 37.28'47' 152.92' 149.711' SGS85-11.11'39.5E S76.03'57'W N6666-27'5.27'16'W NOT 10 SCALE 0 Found 1' Iron Pipe C4. 167.00 20448.19' 60.64' 60.31' N76'SI'25.5'W 1466.27'16'W 487'15'350W p• Set 1-1/4" x 18" Iron Reber C5 23300 20.48'19' 84.61' 84.14' N76'51'25.5'W S67.15'35'E 566.27'16'E II (weighing 4.103 Ibn. per No- foot) LOT 10 233.00 20'06'21' 81.76' 81.34' N77.12T4.5'W S67.15'35'E S67.09'14'E LOT 11 233.00 0'41'58' 2.84' 2.84 N66'4B'15'W S67.09'14'E S66'27'16'E Bullding Salbock Line C6 167600 37.28147' 109.24' 107.30 $85.11'39.5E S66.27'16'E N76.0317'E r (100' from Right of way or as noted) C7 233.00 15'11'24' 61.77' 61.59' S01.48'11'W N05.47'31'W N09'23'53'E Approximate Driveway Location ce 167.00 7134'35' 22.08' 22.07' N05'36'35.5'E N09-23'53E NOI.49'18'E V n - Denole6 DrOlnage Ea6nmenl Line C9 233.00 8.27'17' 34.38' 34.35' NOS•10'14.5'E N00.56'36'E 509.23'S3'W ry W N E Iltl' M CI-OF 167.00 28'32'48' 83.21' 82.35' 504.52'31'E S09'23'S3'V S19'OB'S5'E Denotes Existing I's-in. C31 23340 36.36'36' 14 B.BB' 146.36' NOO.50'37'W S19.OB'S5'E S17.27.41'W L.B.O. Minimum Elevation of Lowest Building Opening C12 167.00 17.16'48' 50.37' S5.1B' SOB'49'17'W SI7'27'41'W S00'IO'S3'W I -'I- - - H.W.E. 100-Ye11 High Water Eleva6- 0 Is, Orainage Easements 5 E 'RNI 854. Benchmark - Tap of Iron Reber or Pipe NOTES: LD -1 --J - - - 12' Utility Easement along roodwpyb ELEVATIONS ARE USGS NAVO 1988 BASED ON GPS OBSERVATIONS. 160TH AVENUE ALL OTHER LOT CORNERS MARKED WITH A 1" BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 UNE OF SECTION 34, WHICH IS ASSUMED TO BEAR S89'37'14'W. x 18 IRON PIPE (WEIGHING 1,13 LES. PER BEARINGS 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 N VA057SD44A 114F. SW I/4 OF SECTION 7, T30N, R1BW, 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 THE APPROPRIATE TOWN 80ARO FDR ADVICE. Conti IftGtalp Inc. - NO OWNER OR RESIDENT SMALL DO ANYTHING WHICH OR CHANGE THE OPERATION OF THE APPROVED COMPR ENSIVE WATER DRAINAGE - Phone No, (715) 246-4319 AND SOIL EROSION PLAN FOR THIS PLAT, THIS INCLUDE BUT IS NOT LIMITED TO Fox No. 246-3830 BUILDING UPON, OBSTRUCTING, ALTERING, FILLING, EKCA TN~~r~t PLANTING IN (715) ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES ATc~vNWADyX'DWATER P.O. Box 325 CULVERTS. BERMS OR GRASS SEEOINGS. Neal Richmond. N 54017 SHEET 1 OF 2 SHEETS TI 0 Z 0 ~ ~ C.7'1