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2016-09-01_REVISION - M2004031
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2016-09-01_REVISION - M2004031
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Entry Properties
Last modified
6/15/2021 2:33:22 PM
Creation date
9/1/2016 3:57:17 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004031
IBM Index Class Name
Revision
Doc Date
9/1/2016
Doc Name
TR to AM01 and Adequacy Response#2
From
Aggregate Industries
To
DRMS
Type & Sequence
AM1
Email Name
ECS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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1 2 3 <br /> 4 5 Bt 7 <br /> I I N V III I W <br /> F I E— �« <br /> 0 10, 1. 40' 5 1 <br /> iii y THICK CRUSHED 4'TRACKING ROCK W <br /> 5039 III SCALE:1'-20' 9 <br /> 1I CONTOUR INTERVAL-1 FOOT F g <br /> EXISTING SLURRY WALL <br /> D III I APPROXIMATE <br /> ONCR E ORE PROPERTY <br /> C-501 DRIVE I I ( LINE <br /> BACKFILL BEHIND HEADWALL SEE NOTES. RUNDOWN CHANNEL <br /> SET FLUME AT _ I FINISHED GRADE ECLAMATION SLOPE <br /> TOP OF SLOPE FINISHED GRADE <br /> A -}-{ 10 LF 1T THICK TYPE L UNGROUTED RIPRAP 3. <br /> --_t-_ WITH 12'THICK TYPE 11 BEDDING <br /> ALONG CHANNEL BOTTOM NO EAST r- 2 <br /> E _ g-� EAST EDGE OF SLURRY WALL ------ 3 <br /> \� \\ \ B <br /> Or00 - - I.C�i�1 \ ♦ 3' _ HEADWALL - <br /> \}J� / \ 1 J-- 1 1 VARIDEPES <br /> 1— <br /> 5038^�, I <br /> 2'LAYER OF GROUTED <br /> I D RIPRAP ENERGY TYPE M RIPRAP� Sp3Em� <br /> e DISSIPATION BASIN $$ 50431' <br /> I i <br /> RECLAMATION SLOPE '} 5�� EXISTING 12'LAYER OF <br /> DESIGN SURFACE /���/// C�01 CONCRETE -i N STAFF GAUGE I TYPE It BEDDING <br /> III <br /> a <br /> I I N <br /> j 9'THICK CRUSHED 4'TRACKINGROCK A RIP RAP AND BEDDING SECTION <br /> OI SCALE:i'-4' <br /> � {il <br /> i1 <br /> I ___/ TIE RIPRAP TO FINISHED <br /> EXISTING MONITORING WELL 2 LAY _ GRADE ALL EDGES <br /> ER OF GROUTED m <br /> 1 <br /> TYPE M RIPRAP -_----� <br /> '' --- -- - <br /> 5 <br /> �'— 3'l } 3:1 <br /> 1 --, 9. <br /> 3 CHANNEL GRADE-0.45% 1 f 5 <br /> 59 5080 CHANNEL MIN DEPTH-2-5' 5080 <br /> o - e <br /> RUNDOWN CHANNEL01 - \FINISHED GRADE � - I � { � � <br /> 5060 <br /> - 5060 <br /> g RECLAMATION SLOPE FINISHED GRADE < e �\ - <br /> a �;n HEADWALL C-501 <br /> _ FUTURE .EXCAVATE -. W <br /> ° 5040 NHWL=5035 - - - --1 <br /> ¢ B -____I__ APPROACH <br /> ___________.__ O <br /> o _ _ _ ___ 1 soao C1 RIP RAP DISSIPATION BASIN DETAIL co 0 <br /> 8 ° WALL SLURRY C <br /> - SCAIEa'=4' <br /> ,- _ \- - REPAIR H d <br /> w RIPRAP DISSIPATION BASIN b Z�� 3 C501 03 Z <br /> LL 5020 2' m ,_ EXISTING 5020 0 <br /> Z ZQ <br /> -SLURRY WALL w <br /> _ Z J <br /> F a <br /> is 1q. �.�-' - - PARSHAL FLUME PARSHAL FLUME- - Cw7 LU Z <br /> <' 5000 STA:1+47.74 STAi1+59.90 NOTES: � <br /> g ELEV:50M.12 ELEV:5035.31 5000 _ < <br /> APPROX 1. BACKFILL FOR HEADWALL SHALL TIE INTO EXISTING GRADE. Q I u'o BEDROCK - - - 2. TOP ELEVATION BACKFILL FOR HEADWALL SHALL BE 3 INCHES BELOW THE TOP OF WALL. <br /> 4980 4980 3. BACKFILL SHALL BE PLACES IN 9'LOOSE LIFTS AND COMPACTED TO 95%STANDARD PROCTOR DENSITY. O m <br /> 0+00 1+00 2+00 3+Qyp+08 4. BEDROCK SURFACE IS APPROXIMATE ONLY. <br /> h A PROFILE ORR DRAIN Ploodplo.: 133-M1+10= <br /> a SCALE.HOR1Z 1'-ZY VERT:1'-20' 5. RECLAMATION SLOPE DESIGN SURFACE IS APPROXIMATE ONLY. Demoned BY JA6 <br /> 0 10' 20' 40' <br /> 6. CHANNEL AREAS THAT ARE NOT PROTECTED BY RIPRAP OR CONCRETE SHALL HAVE NORTH AMERICAN GREEN Ormwn By, RAP <br /> SC250 OR EQUAL TURF REINFORCEMENT MAT,INSTALL PER MANUFACTURE'S INSTRUCTIONS. <br /> N SCALE:1'=2(Y C1Meb0 F� <br /> C-200 <br /> Sheet V <br /> --W Bx Measures 1 inch <br />
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