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HomeMy WebLinkAbout042-1085-60-601 Lot 4JUN 0 2 2023 vViscorw urea irtnen,, vF Comrne!-z',L= Sate an%'-;�S-A�010-01X CC1UW'.-1Y' Community Develoo�rOi A 1 1) f "SOIL E'"ALUATION RESORT a C3 e o nce v� VM aomrr 815' V'klls ^1,:jrn' Ocde pieta site pan or paper nvL less thar, A 'i '2 x inzheS il- see. Pict" rnusl. inclob6' but, not limited tc, ve:tc;a? and hos.-&onta, reference DNit directioln anc siope, scaie or dimensions; norr-. arrow, an iocathn, and distance tcnea7esi road Flease print all informirticr F. infomutior vo-L: provide rries be uses too secon3ary purposess PrivacLam t. Pmpe1v Locatio.- Pmperlltv Ownvee-:s 9M 4kc, Address MEN - Lot i E, i Dci: # rx 1W T-- 2-" Q222 parm, R irate pop �;4 'CZ i 10-tw -r R, "4 E subd. Na7w or (l-s I Ot Y, Zip LC,-)3e pl"'Orle Njrnber 7 7 city 71 �rmage own Nearest ad AV Resibenta, INarntite,' c� t)eiroo. nS g- fizm' rate Code der4 ve,� desi 4 Roac-ernent Publk-x or Describe- Fioo� Plain. eievabx, ff applicabie -014� o4 T8D S-vstemn Tv;). Svsterr. Eievation I L Ir I � # X Ground su-face elev. 0"1, 70,0" Pit -pth to fimitng factor in. Sc� Appl�bon Rate T Depth n. Duninant Color Murtseff R&6ox Des M'.. t Chu. Sz. can't Coio: Textre St re n-sist 10 ences Gr. Sz. Sh. Boundar�,l Root.- G POM tom,< -77 [OL soon" ]�- 9jj Boring Ekving # Pit Ground surface- eiev ft. Depth to limffing factor I Soil kmilczfiorl Rate i Hvizon Depth irn. t Dominant C'CAO:-� Munsell Redox Descrilipfion %1Q.#z, Cont C-N Texture Stricture Gr. Sz. Sh. Consistenc;eBoundary ROO'l-S -7 a *Eftl Eff#2 1!2 1!Nr L -O-W" i mt�r I o-2�pj5/� J=L.41h IVA a - < f #2 0D. < 30 nV& and TSS < 30 mg'L �..W , > 3 . Nuent v = B 0 '--0 ZZ nYL -, '7 SS > K� < I 5CO E: ffi L j e �- it 1:$ CST Name (Please Print) a e CST Number Bird Plumbing, 'Inc. Shaun Bird 226900 Address f Date Evaluabon Conducted Telephone Number 1432 120th St, New Richmond, W1 5401 715-246-4516 Property Owner ❑ , Boring # Boring Pit Parcel ID # Ground surface elev. • ft. Depth to limiting factor in. p n9 Page of Snil Annlirafin. Q�lo "16. . . . . . . . V_A FA IhAFA� ff Wo Boring # Boring 0❑ Pit Ground surface elev. ft. Depth to limiting factor in. Application lication Rate - - -- -- Redox Description Structure Boring # ❑Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit IAnil Annie-afEnn Rahq " Effluent #1 = BODE > 30 < 220 mg1L and TSS >30 < 150 mgA- ' Effluent #2 = BOD5 130 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. SOD-8330 (R.6100) '' Soil Test Plot Pla Project Name Glenridge Properties sh, Address 1353 Awatukee Trail HHri-qnn wir;,4niR I �CgTM #226900 ird Lot 4 Subdivision ------- at 6/1/23 SE 1/4 NE 1/4S 31 T 29 N/R1 8 W Township Warren F-1 Boring 0 Well P1, Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft. Top of 3/4 pipe pr System Elevation TBID H R pSame as Benchmark Scale = 1/4" - 10' REQUESTED BY: BEARINGS ARE REFERENCED TO THE EAST LINE OF NE CORNER SECTION 31Ln GLENRIDGE PROPERTIES THE NE1/4, SECTION 31, BEARING S00°09'SO"W. SCALE IN FEET 1" w 200' COUNTY MONUMENT FOUND w 1353 AWATUKEE TRAIL (ST, CROIX COUNTY COORDINATES). N HUDSON, WI S4016 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM 0 200 4000 JOB NO: 23-63 DWG: CSMS SURVEYOR DRAFTED: FIELD:6/O1/2023 N�11Q �Iw w EDWIN C FLANUM �114,- yj NORTHLAND SURVEYING, INC. N' N En "' P.O. BOX 152 „ �l0 AMERY, WI 54001 U.S. INTERSTATE "94" `" uj 0 o z - - - - _ _ _ _ _ _ _ _ _ — — ' N$7°40`52"E 257.79` _ N88°02'40"E 416.40' _ o N-�-i----`-- 14` 262.59' Q N W LO cm PBO�ECT P LAI3- 73 r N� o r S89°16'14"E TIpN _ C:-- - � EME 80�00 SPoRTA � 03 po, — -- — - - - — LOT 3 S �p8 � 10.37 ACRES — P\NPG �g , pR 47.00' , w v� © Z N_ ` f O \� 451,868 SQ. FT. 33.00 ai H tN- cm � �' JS H.W.E. -- 996.0 v Z CD U ?s,, L.B.O.- 998.0 � Zcm 0 Q? cm O S 1 i- J ti r O Z_ 8 , Z v BENCHMARK R •9�, \% /C� \C8! j L3 1 '�_'C9 `1 ICT wl ` \/ i TOP IRONO 6 91 _ EDICATED TOE-- !� i` # �n = o � ^I cn E � ELEV. u D - L2 _ o �i ' p SN11 l4 N S83°13'19 W 32 C4 - r _ ° o Q O Z Q 3- L20 L16 rI �� TtiFA �� o o 0 et CD cn i 6 C, / (� o o U 66.11 2 . . l B I LEGEND co C4 NI 1 \ �- / v ^rr ti� �fc\ �'0 .. �u Z ST. CROIX COUNTY SECTION CORNER (0j _ QI ��� �1�45 9 / �`� \ 10 -_ L5 - o Ujoil VD Lu POSITION VERIFIED WITH TIES OF RECORD �-� oo W W W c� ,r �p fig, w o _ �, OR MONUMENTED AS NOTED I �,; �� ( �� O �y1, -Ig. c� _33 00 0 wI u- z J „ UI "' N89°50'10"W 161.85' I01 Z CD = O co ■ 3 4 IRON REBAR FOUND �i c' C ° ,� � — ,� G ? �- / �I QI ( # LOT 4 p`✓��-3 , ' y 139.64 1 N89 5010 W ©I .�• V Z r I ` 6.00 ACRES -' 194.85' N I T x — = • 1" O.D. IRON PIPE FOUND UI r=� «o �� 261,561 SQ. FT. 1af g o, i _ p w _ I �t _ l �. , 1 w LOT C_S.M- p ;� - I W G ❑ 3/4" X 18" IRON REBAR SET WEIGHING �I �� �) `1.9 �35 lO�r `-- ---`- �� a n VOL. 31 PAGE 6870, , W W W U OI�� ® c�F,9�9i ,�p,1 °0612� �,��� Vr�I�I - _ = 1.50 LBS. PER LINEAR FOOT J 11 �,,� S �1 6S �,��pi , IQro� I DOC. #1126975 I,3`33' • CD F -4 S r I� �" cn W Z � I F,GGF' Gi �O i O G� - --- PROPOSED DRIVEWAY I — I ® W CL MI �,i,OulO/ I I� T Z Q Lu H.W.E. HIGH WATER ELEVATION J1 N89°5Z'42"W o�ooG,� '�' I C..� z d i � 195.95' 0 S , 66 J� ��' y °° ,�-! W L.B.O. LOW BUILDING OPENING ELEVATION I 0� 1�G'C- - ` ' I� Lu _ WETLAND -� ��� s j� %�a ( �- 00 �' � � � � L� u' � Io coov©o,QP �3 1 C3 ~" C — — — UTILITY EASEMENT 3� 11 AV�N�E w C v, (WIDTH AS SHOWN) �I�1'� cam' I _ 65TN_- '-� SOIL BORINGS I C 00 W 12% SLOPES f �/ E1/4 CORNER SECTION 31 4� I y cc v j COUNTY MONUMENT FOUND