SW6100904_APPROVED PLANS_20101013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�r�
lD��
YYYYMMDD

1
2 1 3 1 4 1
5
FOLIO - FOR OFFICIAL USE ONLY
MATCHLINE - SEE SHT. CG107 (I OF 3)
U
C
3/1
44a-
IIRETAINING WALL \ \
TOP -SAW
-BOTTbk(},A,35' �.
`J
_ ,
\ R \
/ \ r
\
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-
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CLASS
A RIP RAP
OUTLET
PROTECTION (13B)
INV OUT=430.0' PER
NCDOT
868.02
e
2
N
0
7-1
MATCHLINE - SEE SHT. CG108 (2 OF 3)
I�
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PROVIDE�CLASS P \
\ TO Ek€NATION 433' TO C I \ \ 1 s. _ \ \ \ KEY PLAN
OREBAY i \
RANGE FAN
IIf
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7 -
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40
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PROVIDE- APPROX.
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STRUCTURES
N0.
TYPE
ELEVATIONS
RIM (FT.)
I INV. IN (FT.)
JINV. OUT (FT.
IA
CATCH BASIN
457.16
---
454.16
2A
CATCH BASIN
456.40
453.40
453.30
3A
CATCH BASIN
456.21
449.70
449.60
4A
CATCH BASIN
451.24
444,30 (2)
444.20
5A
CATCH BASIN
445.79
439.70
439.60
6A
CATCH BASIN
445.10
436.52
436.42
7A
CATCH BASIN
444.30
432.82 (2)
432.72
SA
END SECTION
W/ RIP RAP
430.00
IB
CATCH BASIN
461.22
---
458.22
2B
CATCH BASIN
459.18
456.18
456.08
3B
CATCH BASIN
457.30
454.10 (3)
454.00
4B
CATCH BASIN
457,48
454.48
5B
CATCH BASIN
458.35
453.07
452.97
6B
CATCH BASIN
450.23
447.23
447.13
7B
DROP INLET
446.70
443.70 (2)
443.20
8B
CATCH BASIN
445.20
441.70
441.60
9B
CATCH BASIN
445.20
435.36
435.26
IOB
END SECTION
W/ RIP RAP
---
---
430.00
IF
CATCH BASIN
445.87
---
436.02
IC
CATCH BASIN
457.30
454.30
454.20
ID
DROP INLET
449,00
---
444.60
IG
DROP INLET
448.50
---
444.50
IH
CATCH BASIN
470.70
---
463.00
- ` OCT 1 5 2010
i
2 DRAINAGE S5WQTURE TABLE
CG109 C6109 NITS
, r Y2,Ae 10,090Y
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30 0 30 60 90
1 GRAPHIC SCALE
SITE GRADING AND DRAINAGE PLAN I
�-' � ,' ''•� ¢ FOR GENERAL NOTES SEE SHEET G-005.
CG109 CG109 1'=30' (SHEET 3 OF 3) r� / °,ze.: 1c41`.: !
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PLATE
REFERENCE
NUMBER
CG109
SHEET 049

2 I 3
4 I
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SCALE: N.T.S.
FLOW
0
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0
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4'-0' I 8'-0'
�z
0
3 V
of �_ TOP STRAND MIN.-
u- o NO.10 GAUGE
PLAN VIEW
MAINTENANCE:
I. CONTRACTOR SHALL PERIODICALLY
REMOVE ACCUMULATED
SEDIMENT, AS REQUIRED.
2. SEDIMENT MUST BE REMOVED WHERE
ACCUMULATIONS REACHI/2THE ABOVE
GROUND HEIGHT OF SILT FENCING.
3. ANY SILT FENCING WHICH HAS BEEN
UNDERMINED OR TOPPED MUST BE
REPLACED IMMEDIATELY.
4.REPLACE STONE AS NEEDED.
z_
0
NOTE:
SEE SILT FENCE DETAIL FOR
POST, FABRIC, ETC. DIMENSIONS
AND SPECIFICATIONS
3'-0' 3'-
FLOW
12' MAX DIRECT[
WEIR HEIGHT I
8' MIN
8 41 �8
#57 WASHED STONE OVER
BOTTOM STRAND MIN. CLASS B RIP RAP FRONT
NO.10 GAUGE ELEVATION SIDE/ CLASS B RIP RAP
ONLY BACK SIDE
' SILT FENCE OUTLET DETAIL
CO�IfflCr505 SCALE: N.T.S.
2'
1.5'
NCDOT #5 OR #57
WASHED STONE
CG1
SECTION
u�rrr
STEEL POST
3'-0' MIN. WIDTH
WIRE MESH
GROUND LINE
EXTRA LAYER FILTER
FABRIC 0 SILT FENCE OUTLET
ANCHOR FILTER FABRIC
MIN. 8' DEEP AND KEY
IT IN 4' HORIZONTALLY
EACH SIDE
COMPACTED FILL
EACH SIDE
I. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF
EARTHFILL EMBANKMENTS.
2. WIRE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MIN. OF 6 LINE WIRES WITH 12' STAY
SPACING.
3. FILTER FABRIC SHALL BE A MINIMUM OF 36' IN WIDTH
AND SHALL BE FASTENED SECURELY TO THE WIRE.
4. THE FILTER FABRIC SHALL MEET THE FOLLOWING
REQUIREMENTS:
A) EOS IS NOT LARGER THAN U.S. STANDARD
SIEVE NO. 70
B) GRAB STRENGTH 90-120 LB
C) CONFORM TO ASTM D-1682 OR ASTM D-177
5. STEEL POSTS SHALL BE 6'-O' IN HEIGHT AND BE OF
SELF -FASTENER ANGLE STEEL TYPE.
4' MIN. CLEAN SAND
UNLESS THE NATIVE
SOIL IS EQUIVALENTU-2%
FINES OR LESS).
(MAX) I L
3 BASIN BOTTOM
15' WIDE
SIILLWAY INVERT=433.80'
JI (MAX).
3 430'
- — —2' MIN. I' MIN. UNDISTURBED IN _-SITU
SOIL (K= 0.52'/HR. MIN) _ _ _ _ _ _ _ SHWT
NOTE: REFER TO GRADING PLAN
FOR THE GRADING INFORMATION INFILTRATION BASIN
ALONG THE TOP OF THE INFILTRATION BASINS.
NOT TO SCALE
SHWT = SEASONAL HIGH WATER
TABLE
CONSTRUCTION SPECIFICATIONS
NPE INVERT, 36' I° CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
NPE MAX.
2. INSTALL THE CLASS B OR CLASS I RIP RAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE
STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT.
THE MINIMUM CREST WIDTH OF THE RIP RAP SHOULD HE 3 FEET. WITH A MINIMUM BOTTOM
IATURAL WIDTH OF II FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO I FOOT LOWER THAN
;ROUND THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
BERM NCDOT
"57 WASHED
JIUNt
NATURAL GROUND
RIP RAP HEADWALL.
I' MIN. HEIGHT FROM
ROAD SHOULDER
PIPE
INVERT
CLASS B RIP RAP
ROCK PIPE INLET PROTECTION
SCALE: N.T.S.
3. A IFOOT THICK LAYER OF NCDOT #5 OR *57 STONE SHOULD BE PLACED ON THE OUTSIDE
SLOPE OF THE RIP RAP.
q THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE
STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION
AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE
WITH GROUND COVER.
MAINTENANCE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(112 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE- HALF THE DESIGN OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP RAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE ARE TO
BLEND WITH ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
MAINTENANCE:
THE DRAINAGE AREA WILL BE CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO
THE INFILTRATION BASIN.
IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE VEGETATION WILL BE
WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY
SIX WEEKS).
NO PORTION OF THE INFILTRATION BASIN WILL BE FERTILIZED AFTER THE INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION.
THE VEGETATION IN AND AROUND THE BASIN WILL BE MAINTAINED AT A HEIGHT OF
APPROXIMATELY SIX INCHES.
AFTER THE INFILTRATION BASIN IS ESTABLISHED, IT WILL BE INSPECTED ONCE A QUARTER
AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES (OR 1.5
INCHES IF IN A COASTAL COUNTY). RECORDS OF INSPECTION AND MAINTENANCE WILL BE
KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.
STORM WATER MANAGEMENT
INFILTRATION BASIN
C-505 SCALE. N.T.S.
OCT 15 2010
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NUMBER
C-505
SHEET 066

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SHEET NOTE:
I. FOR ROADWAY PLAN & PROFILES SEE CG301- CG303,
2. FOR STORM DRAIN STRUCTURE TABLE SEE CG109.
3. ALL PERMANENT STORM DRAIN PIPING IS RCP,
4. ALL DROP INLETS & CURB INLETS WILL BE IN ACCORDANCE W/
NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
MATCHLINE - SEE SHT. CG109 (3 OF 3)
2 SEE ADA PARKING
CG108 ICGio8 AND ACCESS
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30 0 30 60 90
GRAPHIC SCALE
FOR GENERAL NOTES SEE SHEET G-005.
FOLIO - FOR OFFICIAL USE ONLY
PLATE
REFERENCE
NUMBER
CG 108
`SHEET 048

2
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URFr PARKING -�471'
PHASE II// F/— I --_—
459.
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460 �-
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TOP EL=459' /
�45z- — — -- — _—s-- RETAINING WALL --- —
50 -BOTTOM EL=450' - RETAINING WALL
—
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5925 OP EL=456'
I_ BOTTOM EL=450'- -45r
N• 4022is5' — ` TOP EL=458'
/ E•1891 &5' Alt
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55
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44Y — — I J — RETAINING WALL ` —
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— — — / \ EL 43657'--�437'-
— 43T' _ �- 436' — — 436'
435 •'
/ / / / / / ✓
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MATCHLINE - SEE SHT. CG109 (3 OF 3) RETAINING WALL
BOTTOM EL=440'
TOP EL=448.5'
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SHEET NOTE:
I. FOR ROADWAY PLAN & PROFILES SEE CG301- CG303.
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3.ALL PERMANENT STORM DRAIN PIPING SHALL BE RCP.
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CG10 513
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NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE. CG107 C607 1'=30' (SHEET IOF 3)
0
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NUMBER
CG107
SHEET 047

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AUTHORIZATION DATE 8-25-2009.
PERMIT VALID 5 YEARS FROM AUTHORIZATION DATE.
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WETLANDS BUFFER -
EDGE OF WETLAND SEE -
SHEET NOTE 1.
�4
NEW ACCESS ROAD
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PLATE
REFERENCE
NUMBER
CG106
SHEET 046

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PLATE
REFERENCE
NUMBER
G-006
SHEET 006

0
2
3
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1 5
FOLIO - FOR OFFICIAL, USE ONLY
FBI
C.
0
• THE LAMONT ROAD BORROW PIT MAY NOT BE IN OPERATION
DURING THE ENTIRE CONSTRUCTION PHASE OF THIS PROJECT
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FILL
MATERIAL AS REQUIRED TO COMPLETE THIS PROJECT
INCLUDING TIMES WHEN FILL MATERIAL IS NOT AVAILABLE
FROM THE LAMONT ROAD BORROW PIT.
0
0
N
LANDFILL DISPOSAL REQUIREMENTS
I. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPOSAL SITES, WHICH ARE PERMITTED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR).THEY ARE LOCATED
OFF LAMONT ROAD WEST OF FORT BRAGG'S CANTONMENT AREA. BETWEEN LONGSTREET AND MCKELLAR
ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPT WASTE FROM FORT BRAGG
AND POPE AIR FORCE BASE. THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS (C&D) AND
LAND CLEARING AND INERT DEBRIS (LCID). THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE
(MSW) TRANSFER STATION FOR TRANSFERRING THE MSW OFF FORT BRAGG TO AN APPROVED AND
PERMITTED LANDFILL.
LEGEND:
,CID LAND CLEARING
& INERT DEBRIS
MAJOR ROADS
STREETS
+i l l i l l 1 RAILROADS
---------- INSTALLATION BOUNDARIES
95
INTERSTATE ROUTE
l01
U. S. ROUTE
87
STATE ROUTE
C�
LAKES
• • • •
HAUL ROUTE
01
RALIE
21
0
6
64
MILSON
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1
70
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40 40 95
SANFORD
SM IELD
2
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BISCOE
7
1
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FORT BRAGG
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VICINITY MAP
N.T.S.
LANDFILL DISPOSAL REQUIREMENTS CONT.
THE LAND CLEARING AND INERT DEBRIS (LCID) LANDFILL IS NEXT TO THE C&D LANDFILL AND IS PERMITTED TO
,CCEPT YARD WASTE, TREES CUT IN MANAGEABLE LENGTHS (6'), STUMPS, LIMBS (6' LENGTHS),UN-PAINTED AND
ION -TREATED WOOD, SOIL GENERATED FROM LAND CLEARING WITH ASPHALT, BRICKS, AND CONCRETE.
. THE WASTE TRANSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD
TASTE FROM SUPPORT ACTIVITIES. TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS
'REPARED FOR SHIPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG.
CONCRETE AND ASPHALT SHOULD NOT BE MIXED WITH DEBRIS AND SHALL BE STOCKPILED AT THE
1ESIGNATED RECYCLING SITE AT THE LANDFILL.
,. TIRES ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND C&D LANDFILLS AND FROM THE WTS.
HAZARDOUS WASTE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND
:&D LANDFILLS AND THE WTS.
APPLIANCES/ WHITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS. AND AIR
:ONDITIONERS ARE BANNED FROM THE LCID AND C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED
HROUGH THE PRIME CONTRACTOR WITH AN OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION
AD MARKETING OFFICE (DRMO).
. ALL LANDFILL USERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE C&D, LCID, MSW AND
ECYCLABLE AREAS. ALL LANDFILL USERS WILL RECYCLE TO THE MAXIMUM EXTENT POSSIBLE. FORT BRAGG'S LANDFILL
'ERMITS AND THE NC REGULATIONS REQUIRE A MINIMUM OF 407 DIVERSION ANNUALLY.
). A LANDFILL DISPOSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT THROUGH YOUR
;OVERNMENT REPRESENTATIVE APPROVAL AND ISSUED BY THE SOLID WASTE MANAGER FROM THE DIRECTORATE
f PUBLIC WORKS , ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), PHONE NUMBER [phone].
it. STATE LAW AND POST REGULATIONS REQUIRE COVERING OF LOADS TO PREVENT LITTER. 15A
NORTH CAROLINA ADMINISTRATIVE CODE 13B.105(D) STATES: mVEHICLES TRANSPORTING WASTE SHALL BE LOADED
AND MOVED IN SUCH A MATTER THAT THE CONTENTS WILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN
NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPILL OCCURS. THE TRANSPORTER SHALL PICK UP THE MATERIAL
IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP.
12. PRIME CONTRACTORS ARE RESPONSIBLE FOR THE WASTE GENERATED ON THEIR SITES AND TRANSPORTED TO THE
LANDFILLS AND SHALL COMPLY WITH, ALL GUIDANCE WITHIN THIS DOCUMENT AND OTHER FORT BRAGG REGULATIONS
AND POLICIES. THE LOADS COMING INTO THE LCID AND C&D LANDFILLS AND WTS ARE SUBJECT TO INSPECTION
AND SCREENING BY THE LANDFILL OPERATORS AND/ OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL
TO BE SURE COMPLIANCE IS BEING MAINTAINED. NONCOMPLIANT LOADS WILL NOT BE ALLOWED TO DUMP AND
THE VEHICLES MAY BE QUARANTINED AND SUBJECT TO STATE NOTIFICATION.
2. THE C&D LANDFILL IS PERMITTED TO RECEIVE CONSTRUCTION AND DEMOLITION DEBRIS AND ASBESTOS GENERATED
ON FORT BRAGG. THIS INCLUDES NON -HAZARDOUS WASTE NORMALLY GENERATED AT A CONSTRUCTION SITE SUCH AS
PAINTED AND TREATED WOOD, INCREMENTAL SCRAP METALS, TREATED WOOD. PACKAGING, INSULATION, SHINGLES.
EMPTY METAL CANS, AND WALL BOARD. ASBESTOS IS DISPOSED IN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY THE
LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANIFEST DOCUMENTS
BEFORE THE WASTE IS ACCEPTED AND PLACED INTO THE C&D LANDFILL. YARD WASTE IS NOT ALLOWED IN THE C&D LANDFILL.
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PLATE
REFERENCE
NUMBER
G-004
SHEET 004

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