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2019-11-21_REVISION - M2004044 (44)
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2019-11-21_REVISION - M2004044 (44)
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Entry Properties
Last modified
1/6/2025 6:54:30 AM
Creation date
11/22/2019 9:46:58 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004044
IBM Index Class Name
Revision
Doc Date
11/21/2019
Doc Name
Final Complied Application Material -Part 1 of 4
From
Aggregate Industries - WCR, Inc.
To
DRMS
Type & Sequence
AM1
Email Name
ERR
JLE
Media Type
D
Archive
No
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• 1 2 3 4 5 6 7 <br /> WEST SIDE DRAIN - REACH S = $ w�o <br /> V <br /> Lu yorz <br /> 4970 4970 ffi r M <br /> N�m <br /> F 16a <br /> 4965 Lo o0 4965 LW &� <br /> .END INFLOW V r o <br /> N HIGH POINT Cl) <br /> BEGIN INFLOW — — — — — — FLOW DIRECTION- - STA 32+32.55 STA 33+00.00 .. <br /> - EL 4956.00 EL 4955.91 - c <br /> N HIGH POINT _ — — — — — Cofn i <br /> 4960 LU STA 28+50.00 - — — — — — — — — — — — W 4960 <br /> Z EL 4957.00 Z <br /> U -0.17% U <br /> -0.13% <br /> 4955 Q Q 4955 <br /> 8"PERFORATED PIPE 6"PERFORATED PIPE <br /> E 4950 4950 <br /> 26+45 28+00 30+00 32+00 34+00 <br /> 4970 WEST SIDE DRAIN - REACH N 4970 J <br /> Q <br /> 4965 00 c, 4965 �---• <br /> - - FLOW DIRECTION - <br /> M BEGIN INFLOW <br /> Q STA 36+00.00 8 Q I ' I <br /> 4960 W EL 4955.52 — — — — — — __ — — — — — — — ~ W <br /> 8 � 4960 r <br /> 8 \ LEI <br /> C) <br /> D Z � � - - _ — - — - - — - - —.- - — — — — <br /> _—QN - - Z <br /> J \ _ J J <br /> U ,m U L <br /> 4955 Q -0.13% Q 4955 O <br /> 6"PERFORATED PIPE 6"PERFORATED PIPE 6"PERFORATED PIPE V <br /> 4950 4950 > <br /> 34+00 36+00 38+00 40+00 42+00 44+00 <br /> 4965 4965 <br /> 4960 00 8 o 4960 <br /> + i 8 FLOW DIRECTION - + zO <br /> ~ F <br /> T - - �m$- - - - <br /> 4955 — Z 8m- - - - - - - - - - — — ~w 4955w w a <br /> 0 <br /> Z OyJj OU'Qe Z <br /> z J -0.27% w w o w J a <br /> U MAXIMUM AND MINIMUM - 015% -015% U o <br /> 03 4950 Q 6"PERFORATED PIPE WATER ELEVATIONS Q 4950 <br /> MEASURED AT TS 6"PERFORATED PIPE 6"PERFORATED PIPE <br /> MW-15 6"PERFORATED PIPE <br /> 0 <br /> a Z <br /> 3 4945 4945 Q< CD <br /> B 44+00 46+00 48+00 50+00 52+00 54+00 a) 0 CD <br /> 4965 4965 w LLI W � <br /> 'm zLu0 <br /> o ~ y() J V <br /> 4960 00 00 4960 U a J O <br /> < + FLOWDIRECTION- + LV N <br /> 8 Q <br /> 4955 ¢ — — —— — — ~ 4955 a � <br /> _ x 8_ - - — — — — — — — — — — — — — — — w <br /> LU rn'' MAXIMUM AND MINIMIMA MAXIMUM AND MINIMUM Z <br /> WATER ELEVATIONS WATER ELEVATIONS - NOTE: <br /> J MEASURED AT TS - MEASURED AT TS - END OUTFLOW J <br /> _ w STA 59+11.80 2 1. CLEANOUTS EVE NOT SHOWN IN PROFILE.CLEAN BENDS <br /> IN PI BE <br /> � U MW-14 - MW-13 EL 4950.00 U PLACED EVERY 300'OR AT HORIZONTALS BENDS IN PIPE, Project No.: 133-23514-17005 <br /> 7 A 4950 Q 22% F- 4950 BEGINNING OR END OF PIPE AND AT LOCATIONS SHOWN IN Delymd By. <br /> a PLAN VIEW. t <br /> a NO ROADSIDE 6"PERFORATED PIPE 2. MONTHLY WATER LEVEL MEASUREMENTS WERE TAKEN BY Dre <br /> LOW SPOT BY F <br /> ROADSI STREETDE DITCH ��— <br /> (USED TO CALCULATE RESERVOIR NHWL) AGGREGATE INDUSTRIES FROM JANUARY 2018 TO JANUARY �By; m <br /> 2019.MAXIMUM AND MINIMUM WATER LEVELS ARE <br /> PROJECTED ONTO PROFILE AT APPROXIMATE LOCATIONS 0 20 40' 80' r <br /> 4945 4945 WEST CELL PROFILES FROM NEARBY MONITORING WELL LOCATIONS. SCALE.1"=40' G L.}./I <br /> o <br /> 54+00 56+00 58+00 60+00 HORZ SCALE:1"=40';VERT SCALE:1"-V O <br /> W� Bar Measures 1 inch <br />
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