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HomeMy WebLinkAbout042-1085-60-600 LOT 01p�s =` a Dep f)IL EVALUyT)Q Saf ty and Inv `01 m accordance with Comm 85, Wis. Adm. Code s - PrnfAS3inr3F11 SP.Ni G S r-,?d;q — AS #2239 Page 1 of 5 Schmitt Soil Testing, Inc. rrOiX C�unLy ent Attach complete site plan on aper not (e '-, oB es in size. Plan must County St. Croix include, but not limited to: vert cal( reference point (BM), direction and Parcel I.D. percent slope, scale or dimen ' , north arrow, and location and distance to nearest road. Part of 042-1085-60-600 Please print all information. R D.- a16A '-Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). — Property Owner Property Location Glenridge Properties, LLC Govt. Lot SW 4, NE1/4, S31, T29N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1353 Awatukee Trail 1 CSM Pending_ City State Zip Code Phone Number City Village X Town Nearest Road Hudson WI 1 54016 t 651-247-7030 Warren I 65Th Avenue Use: '> ', Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD New Construction � [ — - _ Replacement -i Public or commercial - Describe: NA Parent material Outwash (Sattre Loam) Flood plain elevation, if applicable General comments Area is suitable for a conventional system with a 0.7 gpd/sqft rate. Possible system elevation for Area 1 is 93,40' (high trench) and recommendations: 92,90' (Low trench). Slope of area is 6%. F-11 Boring # -- I Boring -- ---_- f ;Pit Ground surface elev. 96.90 ft. Depth to limiting factor 96+ in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 9-20 10yr4/4 none sit 2msbk mfr gw lvf 0.6 0.8 3 20-26 10yr5/6 none s Osg ml cs lvf 0.7 1.6 4 26-40 10yr5/6 none grcos Osg ml cs ------ 0.7 1.6 5 40-96 10yr6/4 none s Osg ml --- ------ 0.7 1.6 Boring # Boring ® pit Ground surface elev. 96.90 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 8-12 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 3 12-16 10yr5/6 none s Osg ml cs ivf 0.7 1.6 4 16-28 10yr5/6 none grs Osg ml Cs ------ 0.7 1.6 5 28-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L ana i sZ> <3u mgrL CST Name (Please Print) Signature: CST Number Thomas J. Schmitt �a-Y.-.� 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 11/4/2022 715-760-1978 SBD-8330 (R.07/00) Property Owner Glenridge Properties, LLC Parcel ID # Part of 042_1085-60-600 Page 2 of 5 Boring 3 Boring # I` Pit Ground surface elev. 95.0 _ ft. Depth to limiting factor 96+ in. Soil Application Rate L FHorizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none SO 2mgr mvfr as 1vf 0.6 0.8 2 10-19 10yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8 3 19-30 10yr5/6 none Ifs Osg ml Cs ivf 0.5 1.0 4 30-55 10yr5/6 none grs Osg ml Cs ------ 0.7 1.6 5 55-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F-1 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 _ *Eff#1 *Eff#2 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/112 *Eff#1 *Eff#2 * Effluent #1 = BODS> 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. SB0.8330 (R07/00) Schmitt Sal Testing, Inc. St Croix County, WI 01 548.47' \ I Legend y Conducted for: Glenridge Properties 428.91' 1353 Awatukke Trail Hudson, WI 54016 Lot 1 (10.01 Acre Parcel) Part of: 042-1085-60-600 1" - 60' SW1/4 NE1/4 S31 T29N R18W �..... _� - Town of Warren Conducted By: � 1 / Thomas J. Schmitt / / CST 227429 / 11-4-2022 / / LOT 1 / / / SEE PAGE 4 of 4 1 FOR FULL VIEW 1 OF 40 ACRE PARCEL BM 1 100.00' Top of 3/4" rebar Lot corner marker BM 2 97.28' Top of 2" PVC pipe located at corner 1 of the drainage easement DRAINAGE 1 EASEMENT 1 1 31' 55' 66' 44' Line extending due 97' 326.11' west from lot corner for ",. 17' Locating bore holes & 50 jEj ' Bench Marks only B1 � AREA 1 �• •-� AREA2 •�97 BM 1 & Lot Corner BM 2 & Drainage 6% \Easement corner �� SLOPE Lakes and Rivers Rivers and Streams D.m Interstates US Highways State Highways County Highways Loral Roads Rustic Roads Ramps Road Right of Way A...,.d R *­d P.— Road R.Ym.d Road Vac.'.d ROW Railroads Conveyance Division N !ti I 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 11422621 PM lot " 4�74 I;fT- St Croix County, W1 V, Y Legend Sections Lakes and Rivers Rivers and Streams P Interstates US Highways State Highways 4- F, County Highways Local Roads 1W Rusk Roads 4 Ramps Road Right of Way a Ae ,Md Railroad UjPflrate Road Uj R.ft. R— V..hd ROW 31 Railroads Conveyance Division 4A C) sir; LOI 7, V- N loio% 0 L Yf LIS 1-1 4 OL 100 200 300ft fi DISCLAIMER: This map is not guaranteed to be , 4#1 accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 65TH AVE IF _Lr) 0 ! LEGEND NE CORNER SECTION 31 i 0 ST.CROIXCOUNTY SECTION CORNER COUNTY MONUMENTFOUND� POSITION VERIFIED WITH TIES OF RECORD N 4) OR MONUMENTED AS NOTED BEARINGS ARE REFERENCED TO THE EAST LINE OF a ■ 3/4" IRON REBAR FOUND THE N(ST. CROIX COUNTY CRpI�DIHATENSWtk- -t1A � • 1-OLD. IRON PIPE FOUND U_S �TEA8TATE'�' 0 3/4"X 18" IRON REBAR SET, WEIGHING INni° t16 Q7`4062'E 257. �p H8B'0P'40'E 4t6�d8 - - LSO LBS. PER LINEAR FOOT/� - - - - - - - 4 - - - as a 26259' PROPOSED DRIVEWAY �/ I C sto 880'1910'E H.W.E. HIGH WATER ELEVATION - -P' _ _ - gp>,lii - - - _ - _k TiL:Casa- I VC&_3iLPAGE 00C. I1_7Etma - 47. L.B.O. LOW BUILDING OPENING ELEVATION 1 wl. Zf Zr LOT 2 H.W.E. = 996.0 33.00' ; L27+(� _ 17.77 ACRES /9 L.B.O. n 99&0 $ 's Q P, 773,BBa SO, FT LOT 1 I �'�b ice- w sa <0 L 9010NG", i 01 AY SFc �j 4 a� W.E. 01022.5 43 . SO. FT SfaARED 0■_ 10�, .. LB.Q 1024.5 �� �= C2 \ ems- O d: 326.11' Eii plll Ll Wg or �\ s89150110" c* its IN CL W Z y3 OI I�: • �` "� 1 60•• ¢r� 99 Na9'iRT:O'W - wl`I M O x z -n S`� •I,• °% Cl t,t it 1�7�' Z 184 BP I N89'80'1 OI�� 40 w I , V'� �. AS h' { 7d/ I LOT 7 • C.SJ►i ` I R,F my s $ r l36 , i I a 411 �� j .gi I °k&' IV0431LPAOE+f9%0�i 1 F u. O r�fA"" 41.32' 195.95' / { G,�' I �iQ�cp�l� I bOC_'. Bt77�5 o ORpt+p �''� +,i�yrar I L'eL yg OT.11' 190A3' 202.56' { �i,'{b�� 4i { �v% 33' z a 1 �a�2 I Lora 1 aptaleBoos' I 1 `01 q - i-------{--------I O . o I tg' r Ifig REQUESTEO BY: '�� � i Lora r 4oTz^ c.s Lu W �. GLENRIDGE PROPERTIES { e %T4 { VOL 42�PAC�E 63/9s m 1353 AWATUKEE TRAIL%' Q-'�? w yTj �, HUDSON, WI 54016 C.S.M.VQL?APAGE 6M I ;3 c SURVEYOR . ► I 1 O Q EDWIN S 1- NORTHLAND SURVEYING, INC. � o O P.O. BOX 252 SCALE IN FEET1. 3 26V E1/4OORNER SECTION 31 u�. AMERY, WI 54001 COUNTY MONUMENT ds Ir o 0 260 500 FOUND cn F . i Co M Z C4 zZ a ZCJZ W `W g QcLL ozo v c' So ca 9-wz°'a°" c0 w cm 1i W Z o ==o�W L J x W cLu Z u`. ��'31 ii V W CIO LoutLa CC W Z C uj W C CD 0o 0 O F- � c�3 w30 J v4 CC o LEGEND O ST. CROIX COUNTY SECTION CORNER POSITION VERIFIED WITH TIES OF RECORD OR MONUMENTED AS NOTED ■ 3/4" IRON REBAR FOUND • 1"O.D. IRON PIPE FOUND BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NEl/4, SECTION 31, BEARING S00'09'50"W. (ST. CROIX COUNTY COOFOINATESI. U_S_INTERS7ATE "94" ❑ 3/4"X 18" IRON REBAR SET, WEIGHING NWtil%.NE11A - - 1.50LBS. PER LINEAR FOOT � � � �I- " - - - - _.14_ � - -- PROPOSED DRIVEWAY NE CORNER SECTION 31 COUNTY MONUMENT FOUND w E11A N, 3 °t EtijA� N� J.�Ree*040KIE iNa7°40'52'E 257.7MGM - '- 262.59' as � �I ,j MEND $I 889'111 6'14'E H.W.E. HIGH WATER ELEVATION p' gg! gg9AT ?�$SS4?p, VOL,31zpAQFLOT6 2 ~ . #1120975 - , `5 ORP, - 43 L.B.O. LOW BUILDING OPENING ELEVATION 91• �s* LOT 2 H.W E. - 996 0 I t I O LI7 X! \�$ -w 153 cc/`° G LOT 1 I v42e9 )1 � Ooo 17.77 ACRES A� L.B.O. m 998.0 773,888 SO, FT A -q11,Ca too "M L3 01 ,lA%NE�1 loss1 ---u SHARED DRIVE�NAYac ,,&W.E. a 1022.5 43 , SO, FT. L.B.O. - 1024.5 tt) h e� L31 e� 5�1�A.NE11A iC � rc L36 too c - ,,EEP41.3 583'13'19 326.1 C11� sc Li� C? �� �4� / 589° (1Cap E No AM CC I!v f= V I`\ J VV a w CST II ¢i EMI yl 't �I I hl� Ul �I C1 N89°50'10 ( o�t� i �0 Aq I I 194.8V 'Ico 17 W 1� 1 'v, " I LOT7-csM. v � 195.95' N!9°52'42"W 500.08' I �or� I Lo�3 i LOLI I C.S.K, q PZE8846, &a #r-raaos � i �! 9•G.pOG:'� REQUESTED BY: PGE-8810, GLENRIDGE PROPERTIES,P' 1353 AWATUKEE TRAIL d0\%' HUDSON, WI 54016 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O. BOX 152 AMERY, WI 54001 i��i Vs I VOL, 3_1, PA©E 0z( i i1 #1126975 � ! i O�ti QP^i Oi�v vi 'Ltli .� Mot 33' I Iw 1 GS 5b66 �014 pP�EDA2 �QT 4 VOL. 22, PAGE 5941 .�- ca � I M , DOC_A8443585 �3� I p o S ca C.S.M. VOL. 23, PACE54_75. N DQC. 8843595 _ l � I I 81� �NN VI �°s SCALE IN FEET 1" = 250' E1/4 CORNER SECTION 31 COUNTY MONUMENT FOUND 4 0 260 500 p