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Home My WebLink About026-1061-70-000 (2) 1 e,aatW_ki �_ .. '0epa .1 r rtmentQf.__-_- S REPORT #1770 Safety and in a f1woommUs.Adm.Code Page 1 of S- • , Professional Services Schmitt Soil Testing,Inc. J � � ��l� County Attach complete site plan on paper not less than 8%x 11 inches in size. Pan must St.Croix h include,but not limited to:vertical and horizontal referenW point{OM)fdirectiQR and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. �1t� Please print all information. Part of:026- 1- 0-000 Rev' By Da _Al Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). / Property Owner Property Location Hause,Jeff JG Hause Const. Govt.Lot NW1/4, S /4,S4,T3 4,R18W Property Owner's Mailing Address Lot# Block# SM# 193 3rd St. North 2 1 Pending City State Zip Code Phone Number city ❑ Vila est Road Bayport I MNJ 55003 1 651-439-0189 Richmond I Cty Rd A New Construction Use: [5 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash(Burkhardt Series) Flood plain elevation,if applicable 87- 1" ft. General comments Area is suitable for a conventional system with 0.5 gpd/sgft rate Possible system elevation for area 1 is(High trench)935(middle and recommendations: tench)93.0',(Low Trench)92.5'. Slope of area is o. n 1 Boring# ❑Boring .�o..•� "I Pit Ground surface elev. 98.89 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sl 2mgr mfr as 2vf 0.6 1.0 2 9-18 7.5yr4/6 none scl 2msbk mfr gw 2vf 0.4 0.6 3 18-30 7.5yr5/6 none cos Osg ml a 1vf 0.7 1.6 4 30-42 10yr5/3 c1d 10yr6/6 sil 2msbk mfr as ------ 0.6 0.8 10yr6/1 5 42-51 10yr5/6 none grcos Osg ml as ------ 0.7 1.6 6 51-1=1Oyr6/4 none s Osg ml ---- ----- 0.7 1.6 Meets 1'exception rule for tension saturated redox features. 7:5. 7i a Boring# E]Boring �S Pit Ground surface elev. 97.20 ft. Depth to limiting factor 108 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDh*f in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-11 10yr3/3 none sl 2mgr mfr gw 2vf 0.6 1.0 2 11-29 10yr4/4 none scl 2msbk mfr gw 2vf 0.4 0.6 3 29-39 10yr5/4 none cos Osg ml as ------ 0.7 1.6 4 39-63 10yr6/4 none s Osg mfr as ------ 0.7 1.6 5 63-108 10yr6/4 none fs Osg ml ---- ------ 0.5 1.0 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS 930 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt , 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 12/18/2014 715-760-1978 s8D-8330(R07/00) Property Owner Hause,Jeff JG Hause Const. Parcel ID# Part of: 026-1061-70-000 Page 2 of S El Boring. 3 Bonng# El Pit Ground surface elev. 96.75 ft. Depth to limiting factor 111 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-11 10yr3/3 none sin 2mgr mfr gw 2vf 0.6 0.8 2 11-16 10yr4/4 none sl 2msbk mfr gw 2vf 0.6 1.0 3 16-41 7.5yr4/6 none cos Osg ml cs 1vf 0.7 1.6 4 41-52 10yr5/3 cld 10yr6/6 sin 2msbk mfr as ----- 0.6 0.8 10yr6/2 5 52-111 10yr6/4 none s Osg mi ---- ------ 0.7 1.6 Meets 1'exception rule for tension saturated redox features. F41 Boring# Boring Pit Ground surface elev. 98.95 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-11 10yr3/2 none sl 2fsbk mfr as 2vf 0.6 1.0 2 11-27 7.5yr4/4 none grcos Osg ml cs lvf 0.7 1.6 3 27-46 7.5yr4/6 none Ifs icsbk mvfr gw lvf 0.5 1.0 4 46-56 10yr5/3 c1d 10yr6/6 sil 2msbk mfr as ------ 0.6 0.8 10yr6/2 5 56-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Meets 1'exception rule for tension saturated redox features. a [ABoring# ❑Boring Pit Ground surface elev. 96.55 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-11 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 11-23 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 23-30 7.5yr4/6 none Icos Osg ml as ivf 0.7 1.6 4 30-36 10yr5/3 cld 10yr6/6 sin 2fsbk mfr as ------ 0.6 0.8 10yr6/2 5 36-50 7.5yr5/6 none cos Osg ml as ------ 0.7 1.6 6 50-82 10yr5/3 cld 10yr6/6 sii 2msbk mfr w ------ 0.6 0.8 10yr6/3 9 7 82-100 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 *Effluent#1 =BODS>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. SBD-8330(R.07/00) Schmitt Soil Testing,Inc. Property Owner Hause,Jeff JG Hause Const. Parcel ID# Part of: 026-1061-70-000 Page 3 of f Boring# F ❑Boring �, Pit Ground surface elev. 96.05 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mfr as 2vf 0.6 1.0 2 10-22 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0 3 22-29 7.5yr5/6 none cos Osg ml as ivf 0.7 1.6 4 29-37 10yr5/3 c1d 10yr6/6 sl lmsbk mfr w ivf 0.4 0.7 10yr6/2 9 5 37-51 7.5yr5/6 none Icos Osg ml as ------ 0.7 1.6 6 51-74 10yr5/4 c1d 10yr6/6 A 2fsbk mfr as ------ 0.6 0.8 10yr6/3 7 74-96 10yr6/4 none s Osg MI ---- ------ 0.7 1.6 7] Boring# F-1 Boring ❑Pit Ground surface elev. 99.75 ft. Depth to limiting factor 98 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft* in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2msbk mvfr gw ivf 0.6 1.0 2 7-20 7.5yr4/6 none Icos lcsbk mvfr gw 1vf 0.7 1.6 3 20-26 7.5yr5/6 none grcos Osg ml cs 1vf 0.7 1.6 4 26-30 10yr5/3 mid 10yr6/6 sil 2msbk mfr w ------ 0.6 0.8 10yr6/2 9 5 30-40 10yr5/6 none s Osg ml as ----- 0.7 1.6 6 40-68 10yr5/3 c1d 10yr6/6 sil imsbk mfr as ------ 0.4c 0.6 10vr6/3 7 68-98 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F-1 F]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 GPD/W in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>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. SBD-6330(8.07/00) Schmitt Soil Testing,rnc. Page 4/of S' Cone�edys- —_Schmitt Soil Testing -- Thomas J. Schmitt, CST 227429 Address: 193 3rd St.North -- 1585 fist- --- - ---- — - --�ify, 5ta-te,Zip: Saypoirt,113 3 New -ich Phone: 715,7 -198 - _ division: Pepding - -- -- _.—. _— _ sin --- — -LOt NO.—j-- - ---- 2 — -- --- I Legal-i s _ nt } �I/ 28 T9A- Baokhoe Pit Township, o4 Y RGhoTow nshS �CrOCoun --- - Bench Mark 1 El. 100.00'Top Of 1 1/2"steel conduit Ra�nh BAN -2 of eafldait -- Slope=' 6% Scale 1"=40' - - ----- ---, i : _ 1 Z23 �- - ' - l � v 1 - -�--- -_ .2,Y S E Bq' �1 3X- y t y M p F a � iO �G t w' a CERTIFIED SURVEY MAP Located in the Northwest Quarter of the Southwest Quarter of Section 20,Township 30 North,Range 18 West,Town of Richmond,St.Croix County,Wisconsin. r-NORTH LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC. 1339.20 '--1— r N89°59'35"E LEGEND W 1/4 CORNER OF SEC. 20, T30N, POW, FOUND ST. --_' ' DENOTES 3.25 INCH ALUMINUM 393.39 \ ST.CROIX CO.MONUMENT UNLESS CROIX CO. ALUM. MONUMENT 500°08'36"E o. OTHERWISE INDICATED. • DENOTES FOUND 1"O.D.IRON PIPE / / I • DENOTES FOUND 2"O.D.IRON PIPE '' O DENOTES SET 1"O.D.X .�'•' +P 24"IRON PIPE WEIGHING 1.68 LBS PER LINEAR i�7 ----- FOOT DENOTES 12'WIDE UTILITY EASEMENT •' x ok �(0 pL91/ 'n 6 NORTH /�y`a'✓' g y6, // �Ij�Py� p�v x L° 0 100 7:7 /�• /��ti� \r �o� x o li)w °P'LOT 1 LOT 2 Co 0 1111!! 0 11 2,594 sq.ft. 74,037 sq.ft. i UJ I 1.70 acres 2.58 acres ) N8917677 pE ^h \ CP Q =-----------�Q S F}\ ---------- --- --- � � x- - gi9 � 000 JN Q: -1814 40 BEARINGS ARE REFERENCED OF�lO'? 31t -96' TO THE EAST LINE OF THE SW 1/4 OF THE NW I/4 OF \�?s SECTION 20,T30N,R18W, _ EEC___-� �' WHICH IS ASSUMED TO OWNER: BEAR S00.08'36"E. )AM Freedom,LLC - it _ , 8750 SNter,M 55 2 �0 0 t Stillwater,MN 55082 =`8 C O tie N%4 Phone 857.275.8969 Fax 651.275.8976 i �� SE CORNER OF `` I dan@oesurvey �� DA18 L THE SW 14 OF 3 n� OF E+5 j THE NW /4 OF 0 v 9M.LWA7B1 i SEC. 20.-----.` 00 1-i MN i 0 Q S 589 55'58'E /,,\\\�� ----1339.02 CORNERSTONE THIS INSTRUMENT WAS DRAFTED LAND SURVEYING, INC BY DANIEL L.THURMES SHEET 1 OF 2 SFEf18 it � m i•• U Aga Z° c mcm g u = Z N m N p TC l0 N C X U w EL f0 v Y c E E •O d w o �' ' . 0m o m m m m o d ea L f� IL m O 0 W LL U J a a d 'a a r N rn O I jo IL U C E m h ti v v 1 ,z - r r 4 •1 it uj k }�` 1 . a .r. 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