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HomeMy WebLinkAbout042-1085-60-6010 Z_ Wtsc*rmin Depamment of Commerce SOIL EV"ZLUATION R UZ Page of Division of Satety and Buildings 2S'L-New Construction Use Residential / Number of bedrooms� 7- Code derived design flow rate 7� Llz GPD Replacement Publi, r commercial - Describe: Parent material (- - Flood Plain elevation if applicabie 1,11'X Gve� cotyrnents lov-ybK and eawarlendations. System Type Z.C, �1 t. 1 !:4 System Elevation Boring # Boring r- 7 pit Ground surface e1eV.,/?"7 Depth to limiting factor in Soil Application Rate Horizw Depth in. 'Dominant CAor Munsel Redox Descriphon Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 Z S L/ Boring Iowa, Pit Ground surface eiev.4��P,./' ft. Depth to limiting factor 470 in. I Soil ADrAication Rate Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cont Color Texture Structure -Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 Z& - 4 A) � t'"� �" ,./ /r- f00 V * Eftlent #1 = BOD, > 30 < 220 mg& and TSS >30 < 150 T2yj/z Effluent #2 = BOD. < 30 mgAL and TS5 < 30 MWL CST Name (Please Print) Si ure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, Wl 54017 715-246-4516 Property Owner 2> Boring # Boring Pit Parcel ID # Ground surface eieW/-.�-?�'Lft Depth to WnbV factor /1,11) in. Page � of c.,a nrwJ!,.:..., Q..&. 0j. S7- Cont Color WA Pffm M M AM M�IGmm0M�3l MA M ffs►ll. Boring ------- 0 C] pit Ground surface e1ev. ft. Depth to firniting factor in. era ea ftfft * Effkwt #1 = BOD$ > 30 c 22D mglL and TSS >3i3 E 150 mg& * Mort #2 = BOD5130 mg& and TSS c 30 mg& 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 608-266-3I5I or TTY 608-264-8777. SSD-a3300L6=) Soil Test Plot Pla Project Name Glenridge Properties s" d, Bird Address 1353 Awatukee Trail Hi iriQr)n XA/i C;dOl R Lot 8 Subdivision Future Lot 10 SE 1/4 NE IIAS 31 T 29 N/R18 W F-] Boring Q Well PL Property Line k BM or VRp Assume Elevation 100 ft System Elevation TBD �STM #226900 Date 1 /21 /20 Township Warren County ST. CROIX Top of survey iron *HRpSame as Benchmark CURVE DATA NE CORNER Q CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH TANGENT IN TANGENT OUT SECTION 31 „' Cl 233.00' 33045'46" 135.32' S72057'17"E 137.30' S56°04'24"E S89050'10"E N LEGEND BEARINGS ARE REFERENCED TO THE EAST LINE OF �11A_ ��o O 0 THE NE1/4 SECTION 31 BEARING S00°09'SO"W. Q N ST. CROIX COUNTY SECTION CORNER E114 LnLn� POSITION VERIFIED WITH TIES OF RECORD (ST. CROIX COUNTY COORDINATES). N- o s, OR MONUMENTED AS NOTED U.S. INTERSTATE "94" ©r' _ (R-N87°40'23"E 1268.831) Ln o �' ■ 3/4" IRON REBAR FOUND A, NE1� N87041'44"E 1268.91' N�1 I_. to 1" O.D. IRON PIPE FOUND ,55 g„E 3 c S89016'14°E El 3/4" X 18" IRON REBAR SET, WEIGHING - _ 80.00' _i 1.50 LBS. PER LINEAR FOOT 47.00' - --- PROPOSED DRIVEWAY 33.00' LOT 8 33, 33' Z u. SOIL BORINGS f 30.85 ACRES INC. R/W Lu rn CD Z 0; 1,343,919 SQ. FT. r4 w u.Jv w LOT 6 - C.S.K._co r. ® 'I � I co; VOL. 30, PAGE 6870, DOC_ #1113388 30.51 ACRES EXC. R/W - v� C16 ------ - - - 11Q- 2 G U �'--------- - - - 1,328,802 SQ. FT. NE - ® c. 8, 4' SHARED DRIVEWAY m G n SEA ���- � g W p Z 0, 3 EASEMENT r- Z H m O '- r /-`-7 ^ I --j 00;; c0 t3E- 395 co S89050'10"E c = cry Z w; t°: ° 1 jQ; c-L — �u o; 4'i o S - N89°50'10"W 194.85 c" LL O Z �; Q Z 2�319 I 139.64' rn Cl 161.85' o c Rt O � Q' N '33.00' n ci 19 I co , I M WI r- rra c� �3b- , �b,' r N � y�,�2"� �, I c,�; o •�Ln W w„ w 41 6$ 0 �; `�, �,, c�, o�; LOT 7 o r o t% W ooOo S GG', <<, �° I , `2z' ►� co °°o o m ( v �; r I z Z CD= O N89052'42"W j 0� Q °'' I �' `V';' 0 I w Lu � O Z - r — — — _ 297.55' 202.54' I r �';� , G,; I ,p Z N S79°2. 1"W z CD 237.27 0 9 2 z _X — oC N89052'42"W 500.09' _ G' S666 i��'O°" - 0 Z Q W m i LOT 3 LOT 3 LOT 4 ti v L� p PG?©42 _ 1 I ' S 52, o z 0 A - - -- W �u �u c.� ( CN.S.M. VOL. PAGE 6846, DOC. # 1110405 N 3��� ���- ?"''`LL ��� cn _ ---- - 113. --p0G - 92, 1" � c ' ENU-E_ r � �� �z p- © I--------------_---r- S�-1 I 65T1-I_A� - z F- _ o ? "' REQUESTED BY: o - --�'" ,o _ J I �'06 / '- ! r - Q o u mr p W CL GLENRIDGE PROPERTIES �-�6� l /- 1 L_O_T3 ` LOT2 C.S.M.CSMW } 0 Z d 1353 AWATUKEE TRAIL PG-" LOT 7 AREA / I M VOL. 22, PAGE 53-49,I m WLL- 11-1 Q 3o P- 2.62 ACRES INC. R/W ----� I m ` DOG_ #843595_ i37:�- o � � � HUDSON, WI 54016 Z Q ���- 114,324 SQ. FT. I -- o tn) U- w w C.S.M. VOL. 23,-PAGE-5475, Ln < o 0 = z SURVEYOR Doc.-#843595 ti g o 0 CD 2.17 ACRES EXC. R/W _______--- ZUJ zEDWIN C FLANUM o 94,399 SQ. FT. j ' I w y o rj C 0 NORTHLAND SURVEYING, INC. z %D H u_ CD Lu P.O. BOX 152 s j o 0 uAMERY, WI 54001 _ E1/4 CORNER �- , f- SCALE IN FEET 1 - 250 Ln u- SECTION 31 z < CD oo 0 0 250 500 REQUESTED BY: BEARINGS ARE REFERENCED TO THE EAST LINE OF NE CORNER SECTION 31 v- GLENRIDGE PROPERTIES THE NE1/4, SECTION 31, BEARING S00009'50"W. SCALE IN FEET 1" = 200' COUNTY MONUMENT FOUND ui i 1353 AWATUKEE TRAIL (ST. CROIX COUNTY COORDINATES), HUDSON, WI 54016 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM 0 200 400 `- JOB NO: 23-63 DWG: CSM5 Ln SURVEYOR DRAFTED: FIELD:6/O1/2023 �E1i� ��z u EDWIN C FLANUM �11�' !y = NORTHLAND SURVEYING, INC. N' N cm�I� "' P.O. BOX 152 ; o �lo AMERY, WI 54001 U.S. INTERSTATE I194" r "' uj 0 o z - - - - — o — N87040'52"E 257.79' _ N88002101 416.40' _ a Ln N- — — — Q 262.59rn Q S89°16'14"E 1 N PRp�EGT - 73 N r _ �N� ORTATI� O0C'#1130� — — — — — _ Ep,S� cry 80.00' T�A�SP 2a_,4o_ —-— —--— LOT3 �� ti NO: 102���1 / �/ ,�' \031 10.37 ACRES p(�P�NP 47.00' , w m O Z �1451,868 SQ. FT. 33.00' ai H LU SS H.W.E. -- 996.0 N r C:) L.B.O. 998.0 � cm 00, u O ? �r?89� ti� Cl - 3 �-- -C9 t S�11 ,, m Z v owca BENCHMARK 1, ! / �Cg 1 - --_ _ _ / �� REBAR �/ S t� Z ti 1 I TOP 1R01026.91 '�� u, TED TO �- ! 1,9� ,' ►r, , �-� cv C L �. w - NE ELEV. = r-DEDICA L2 _ o rnl cm 1l S83°13'191N 32 �' C4 _ r _ 2 ' T l �, o ©� ''� 0� Q p O Z Q S� - E20 L16 'S'r,o Q `�" o f- c 01 etO� rni 6 G3 r \. U ©o U� 66.11 2 . , l i t- c� LEGEND ^, !-- / r e w Z ST. CROIX COUNTY SECTION CORNER t "' ! Q U' �1 r w N (0I - o �� S 00�. rr 1 10 - _ L5 _ u C) cr ► w POSITION VERIFIED WITH TIES OF RECORD �-� cc I �, %, O� o 0I LLJ_ OR MONUMENTED AS NOTED � 9 � i r ID�' O tip, � _ _ `a _ 0 0 ,W i F- w Z of �j i �"� ` \�� `, N89050'10"W l 161.85' Z O o CC ■ 3/4 IRON REBAR FOUND co ©� LOT 4 V- \ �3 139.64' C1 N89°50'10"W d: t.1 Z �' 1�� co C)i ` ! 6.00 ACRES �2 194.85' N� OC 0 D IRON PIPE FOUND 261,561 SQ. FT. `18, - g� coy _ S M -'i iii:- G W i d' _ �! � i w L©T7 C w cv� r- oo j - 35 ` /V/ ---- W Z w C3 ❑ 3/4" X 18" IRON REBAR SET, WEIGHING �i �� v o O� \ 9 1 2` c'j't�tro��tr - - , VOL. 31, PAGE 6870 , CD Ut C?j cot i DOC. # 1126975 _ _ O 1.50 LBS. PER LINEAR FOOT �� �i N �9SF ��iq� �\ J ,' Al2' �64i°�6� I ��ir�o�'�� �t �t of --- �33' 33' �L~yC.7Z Qa 2i�.G�c cr,Qt� u. Z w _ �a �` ' GP��tiAh�' Ot��ttt I C:)- pC PROPOSED DRIVEWAY etca W a. M T RZ Q H.W.E. HIGH WATER ELEVATION �� N89°52'42" WLLJ 00 C..� z Q O i 195.95' 0 66 J� ��� �. i . f S 56 - l� r. L.B.O. LOW BUILDING OPENING ELEVATION 1r w y (- ��2��0 1 CD WETLAND _ o Ou UTILITY EASEMENT O 3� VENUE ` o O W (WIDTH AS SHOWN) �1��%OG,� fI _ 65TH �-�` '� Q �- o - I C3 SOIL BORINGS O .- co uj � ,r �// E1/4 CORNER SECTION 31 J in r--= C.) mmm 12% SLOPES ' '� ' COUNTY MONUMENT FOUND