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Home My WebLink About038-1064-10-200 1107 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of Divisiort of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt ` Attach complete site plan on paper not less than&'/:x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel ev' LD�� Please print all information. R Date Personal information you provide may be used r sewn (1j(m)). Property Owner TiS Pr erty Location -7 Grand Properties, LP Go .Lot NE 1/4 NE 114 S 16 T 31 N R 18 W Property Owner's Mailing Address JUN 1 9 2002 :Lo r# 2 Block# Subd.Name or CSM# `� (�S 712 Rivard Streeet, Suite 300 CSM ending f City State Zip ode NTY Village ✓ Town est Road a IN OFFI Somerset WI 5 - Star Prairie lOq 3 220Th Ave ✓ New Construction Use: ✓ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable n/a General comments and recommendations: Area is suitable for mound system. System elevation is 102.28'based off contour line established at 100.53'. Depth to limiting factor is 15",slope is 12%. ❑Boring# Boring ✓ Pit Ground Surface elev. 100.68 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/2 none I 2mgr mfr cs 2m,2f .5 .8 2 6-15 10yr5/3 none sl 2msbk mfr gw 2f .5 .9 3 15-23 7.5yr4/4 none scl 2fsbk mfr gw 1f .4 .6 4 23-30 7.5yr 4/4 ml0y 6/2/8 sl 1 msbk mfr gw ------ .5 .9 5 30-42 5yr4/6 75yr61 sl 1msbk mfr gw ------ .5 .9 6 42-68 5yr414 ' � !2/8 sl 2msbk mfr ---- ------ 5 9 yr 1__T_ --- ❑Boring# Boring ✓ Pit Ground Surface elev. 101.42 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sit 2mgr mfr cs 2m,2f .5 .8 none sicl 2fsbk mfr gw 2f .4 .6 3 15-22 10yr4/6 ''�51612 sicl 2msbk mfr gw ------ .4 .6 4 22-44 10yr4/6 m 10yf6/1 sicl 2msbk mfr ---- - .4 6 *Effluent#1=BOD?30<220 mg/L and TSS>30<1500 mg/L *Effluent#2=BOD5<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 586 Valley View Trail,Somerset,WI 54025 6/6/02 715-549-6651 *Effluent#1=BOD >30<220 mg/L and TSS>30< L 5 - _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 nc aA notarial.n�n.�ltamats.fnrm�t _j__rnntont thA AAn�.f..,w,t of F.114_7f.(._Z 1 G 1 nr TTV Ar14_7rA_R777 Property Owner Grand Properties, LP Parcel ID# Page 2 of F3 F Boring# Boring ✓ Pit Ground Surface elev. 97.68 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none sil 2mgr mvfr cs 2m,2f 5 8 2 5-18 10yr5/3 none sil 2fsbk mfr gw 2f .5 .8 r4/4 m2d 5yr6/8 3 18-30 10 y 7.5yr6/6 sil 2fsbk mfr gw ------ 5 8 4 30-45 5yr4/6 mlp r6 1/I/ /8 sicl 1msbk mfr ---- ------ 2 3 ❑ Boring# 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 Gp in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 FJ- Boring# Boring F—I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD >30<220 mg/L and TSS>30< s - -150 mg/L *Effluent#2=BODS 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 TTV rA2-7rA-8777 Ao tar Pal IN A A . gay cov'"l-tart Cc . ss' gIA 361 Ica a TN � b byTha►�•«.s s�'6 (/.�/ey U%ems,, -�,.,�� • NtS� NV� y 5 /4 73/� 2�ycJ 9 `Z" a� 544 Pr y • NORTHEAST CORNER SECTION 16-31--15 220TH AVENUE 337' 1 - IZ o 1.6 ACRES LOT 'a �� LOT� 4. LDT 1.5 ACRES 2.9 ACRES , •2.9 ACRE TIM ' 0 N 0 41 L' DR '• � ' � • OT � vEWAY - 1.6A ES - ci c - - AAk AL 412 D LOT ' O _ 1.5 ACRES 0 �'• ' J NT n 411 D IVEWAY LOT 8 8; S— LOT 22.6 ACRES 1.5 ACRES o 411' • O tj — i i./ 9 SCALE 1 " = 200' CONCEPT MAP 10 LOTS-MINIMUM SIZE 1.7 ACRES-AVERAGE n+ACRES THIS CONCEPT IS SUBJECT TO CHANGE BASED ON FIELD SURVE TOPOGRAPHY. SOILS- AND RFWFW RY C%0VFR1YAAFNTAl ACaFNCCIF5 \ �G 'al.y/ /00 47GA 6 8 4 9 5 8 J 2144-q o G. \Q�� / ,2Q0 .Z 7 � VOL 16 PAGE 4342 /Q O 74 C'i KATHLEEN H. WALSH �' REGISTER OF DEEDS G /0 X06 AW ST. CROIX CO. WI A,AA RECEIVED FOR RECORD CERTIFIED SURVEY MAP 07-25-2002 6:00 AM The Northeast Quarter of the Northeast Quarter of Section 16, Township 31 North, Ro�1§FWW 9MYEgf M AY Star Prairie, St. Croix County, Wisconsin. REC FEE: 15.00 Prepared for and at the request of: ORDINARY HIGH WATER MARKS YAW VERIFIED OVMER' 7-22-02 BY ST. CROIX COUNTYPNG DEIST. Granqquutat 145 5 Oakhill Road North Scandia, MN 55073 UNPLATTED LANDS Drafted by: Howard H. Hared III - ---- BENCH MARK: BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 2LV I// NE COR SEC. 16-31-18 NE 1/4 OF SECTION 16 TOWNSHIP 31 N.. RANGE IS W. ASSUMED: 936.00 FT. WHICH IS ASSUMED TO BEAR S 00'56'39' E. NORTHEAST CORNER NORTH 114 CORNER NORTH UN£ OF N£ 114 SEC. 16-31-18 (FROM -3 SHEET OF SEC. 16-31-18 (ALUMINUM MONUMENT) I I > — -W=2L. M21MI'— 2120TH AVE -N '89'58162"-f-✓1372. -1312.45'y�N' '"I ® L SWAMP n I . . . . . I•: ORDINARY ik: WM I I I I = LOT 1 HIGH WATER ni I I F- ax �I ' LOT 2 I 91A5.6 a�M1 I I I I v 14 I I �"O OCA c C i Y� d 0'i= — O] I v DETAIL VIEW ON NEXT PAGE ' O wv N 5 ..p a v j 3g1 1,19• o o E ° 2 FOR, POSSIBLE ORDINARY t• �Nv ao NI N°I 0 ` HIGH WATER \: I E ° QI M W FUTURE TOWN 911.8' '�` AL 'M c ROAD " L 7s' o AL Ai ' • LOT 3 •; SETBACK 9.70, C4 WI A` ' N ° n~ �I j� ' N 14Jn I ZI E 3 o c g1 M r- iV 9 PROPOSED M I �I .. II °fo9.2 o.. rn CO -z Ih M r._ d` Z( W rj N DRIVE ¢---� c"� o :) z o I I I r� o o,o p LOT 4 �S 89.30'25• W 489.93'- I 3y 411.07 I W ♦`I pOan °' Z i N I � O u + / \213.25' 58:5 U`o c "L oc SHED/ avy �3 u o0 o w d JE E m o o N SEPTIC °�o ICI I .: 6 / OUSE 2F I I 0 k;'; C 9' 0 o O _ Z.2..uN 54.04' SWELL v 62.16'1 477.53' - =265.46'— `N \ 1257.55' o S 89'57'53" W 1319.71' � SOUTH LINE OF THE NE 114 q C.T.H. "CC" -- - OF THE NE 1/4 EAST LANE OF I UNPLAArrED LANDS THE N£ 114 2 CURVE I RADIUS I LENGTH I CHORD I BEARING I DELTA TANGENT BEARINGS i) A-B 1116.78 185.06 184.84 N 8526'31.5- E 09'29 39 S 8W48'39" E N 80'41 42 E C-D 493.07 167.09 166.29 S 8-9 35 48.5 E 19'24 59 N 130'41'42- E S 7W53'1 9 E E-F 591.69 147.50 147.12 S 87'01 48.5 E .14 16 59 S 79'53 19 E N 85'49 42 E I LEGEND I. County Section Comer monument EAST 114 CORNER .... I of Record SEC. 16-31-18 • Set 1 x 24 Iron Pipe weighing (FND 1 IRON PIPE) $ ��` C 0 a minimum of 1.13 pounds per , `i_\ ' �A linear foot. PPROVIE05o a yss V O Found 1-1/4" Iron Pipe 250 AIL Denotes Wetland AID F, # JOB # U057SU88 n n mitles JOH�JSON 6-1 Inc) Prepared by. SCALE IN FEET:J LT g 250IM2 � A wi R JEOConsulting Group, Inc. tJi- 1� UU , Phone No. (715) 246-4319 �••'f O�mss• Fox No. (715) 246-3830 If not recorded wlthln 30 days of ,'9NO o.«�•�'�-t 0th P.O. Box 325 1H approval null en old approval shall be :�iareft a www"R New Richmond, VA 54017 Sheet 1 of 3 r Vol.16 Page 4342