SW6070401_APPROVED PLANS_20070424

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�(IO 6D�CIl I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEjQ
YYYYMMDD

US Army Corps
of Engineers
Savannah District
SOF ROWE TRAINING FACILITY - PH V
FORT BRAGG, NORTH
CAROLINA
FY 2007 L159518
SOLICITATION NO. W912HN-06-R-0066
CONSTRUCTION CONTRACT NO.
Architectural, Engineering, Planning
and Environmental Services
10748 Deerwood Park Blvd South
Jacksonville, Florida 32256
904=256=2500 FAX 904=256=2501
www.rsandh.com
FL.Cert.Nos. AAC001886 EB0005620 LCC000210
RS&H JOB NUMBER
301 5695-001
SSDGNSPECSS
SSSYSTIMESS
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2
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NOVA SURVEYING & MAPPING, INC.
PHOTOCRAMMETRIC ENCINEERINC.SURVETINC L CIS SERVICES
600 TOVNE CENTRE BLVD. SUITE 405 PINEVILLE. NC 28104
PH. 47041 BBB -OBIS
J-2619 Survey dotes: April 11,12, 13, &
May 30,31, 2006.
NOTES:
I.- Horizontal Datum: NAD-83 (1986), N.C. State Plane
Coordinates, Feet.
2.- Vertical Datum: NAVD-88, Feet.
3.- Horizontal and Vertical control data based on Fort Bragg
GPS point "070902" N- 473,002.15 f., E= 1,854,156.39 f.
Elevation- 329.50 f; tied by GPS method, utilizing
Trimble 4400 receivers in static mode and coordinates
were obtain by Minimally Constraint adjustment.
I, GUILLERMO D. ANZOLA, CERTIFY THAT THIS PROJECT WAS
COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE,
FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
SUPERVISION; THAT THIS SURVEY WAS PERFORMED TO MEET
FEDERAL GEOGRAPHIC DATA COMMITTE STANDARDS AS
APPLICABLE; THAT THE SURVEY WAS COMPLETED ON
APRIL II, 12,13, 2006; AND ALL COORDINATES ARE BASED ON THE
NORTH CAROLINA STATE PLANE COORDINATES (FEET).
LEGEND
G
GAS LINE
SS
SANITARY SEWER
SD
STORM DRAINAGE
W
WATER LINE
IP
OVERHEAD UTILITIES
X
FENCELINE
®+
GPS-CONTROL
POINT
®STORM
DRAIN
MANHOLE
(S)SANITARY
SEWER MANHOLE
Tl
TELEPHONE PEDESTAL
PINE TREE
W HARD WOOD TREES
0 CO CLEANOUT
• ELECTRIC MANHOLE
®
CURB INLET
-0- POWER POLE
wv
D4
WATER VALVE
C ANCHOR
,CfFIRE
HYDRANT
AREA LIGHT
❑O
WATER METER
y
SIGN
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NUMBER:
C-101
SHEET 4
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N 472.500
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24" DEEP SHREDDED
TIRE MULCH
NCDOT 057 STONE SEE
NOTE 4 LIMITS SHALL
EXTEND 15'eEYOND
SHREDDED TIRE MULCH
N 472,400
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RAPPELLING
if
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TOWER
N 47�1`5�50.1
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N
472,511.3
E
1,853,552.
4, -
N 472,511.5
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E 1,853,705.3
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472 483
NOTES:
I. CONSTRUCTION OF THE RAPPELLING TOWER AND AL
RELATED SIDEWALKS IS BID OPTION *L
2. CONSTRUCTION OF THE WOOD BOLLARDS ALONG
3RD SF GROUP STREET IS BID OPTION *2.
3. SEE PLATES B-101 AND B-102 FOR BORING LOGS.
4. ALL DISTURBED AREAS TO RECEIVE 2" THICKNESS
OF NCDOT *57 STONE THROUGHOUT THIS SITE
(EXCEPT WHERE NOTED OTHERWISE).
5. CONTRACTOR SHALL COORDINATE STAGING/LAYDOWN
AREA WITH THE CONTRACTING OFFICER. EROSION
CONTROL MEASURES SHALL BE INSTALLED AND
MAINTAINED AT THAT TIME.
6. CONSTRUCTION OF E-W LATERAL SIDEWALKS IS BID
OPTION 05.
3 333'�8,
E 1,853,655.1
.......................... ................ ............. .......... . .. ........ ................. ................. .. .. ... .. .......................... .. .... .................. ...............................
. .................... 7- .. ........ 1-1 ........ ................................................................ ............... . ................. .......................... ............... .......... .............. ... ............................ ................. ....................... .......... ....................... 4: ... �tt ........... 4 ......................................................................... .................... . ....................... / .................... ............... ..... .......... N 472,467,6 ................................................. ............................................ . ... .......... . .....
.......... ................... ....... ......... .... . . ..... I . ...................... •
....................... ................
T
E 1,853,694.
VL
N 472,494.7
if K
E .1,853,932.4
EXISTING ,LEC
OVERHEAD
EXISTING 15" RCP
NOTE. 6
v 18.67'CONC ACCESS DRIVE
STORM DRAIN
6" THICK SECTION OF 4'
910
SW SHALL BE POURED TO
01 6" DEPTH SEE DETAIL "N 472,441.6
Sim
E 1,853,914.1
Ji I
N 472,476.0
N 472,431.4
NOTE 6
E 1,853, 60.1
E 1,853,692.6
MECHANICAL
EXIST FH SHALL BE RELOCATED N 472 441.9
EQUIPMENT PAD SEE NEW CLASSROOM
ADJACENT TO POND TOB
PLATE M-101 E, 1,853,877.1
-00,
CONTRACTING OFFICER SHALL BE' BUILDING
ell
NOTIFIED BEFORE RELOCATION z N 472,419.6 t
f E 1,853,683.5
Av z
WOOD BOLLARDS AT 4- O.C.
b
A SEE DETAII,
N 472,392.0 z
IV
EXISTING WATER MAIN
z E 1,853,679.9
............................................................................ - ....................................... ......... ... ... ......... ......... ........... ................... ....................... ....... ............................... ... ..................... ......................... ................... ...................... ... ....................... ...... ......................... ....................................................................................................... ............ ........................ .....................................................................
........................ ............. ............ .. ................ ...... ........ ................. ............................ .................................
1 0, - N* .......... ..........
N 472,367.9 N 472,349.4 "ill ji, Jim
N 472,360.3 . . "', " " I
N 472,417.1
E 1,853,721.6 E 1,853,768.4
1,853,605.9 E 41 N 472,390.8 E 1,853,888.6
14
r E 1,853,664.4
Jf
N 472,350.2
41
E 1,853,783.1 EXISTNG WATER MAINS
c')
�OAII
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N 472,350.7 13.00'CONC 6" THICK ACCESS DRIVE
le
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TO MECHANICAL YARD
E 1,853,861 7 i
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NOTE 6 Sim
POND TOB , 1
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TYP
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........................ ..... ............ .. ....... ... . ...... .... .................... ...... ........................ ........ ................................ ................ ............. ....... .... ........
•
.............. ..................... . ................................................ ............................................................................................................... .................................
f 18.67'CONC N 472,314.1
ACCESS DRIVE
E 1,853,856.8
6" THICK SEE -iv
DETAIL N 472,303.7
Sim el
p E 1,853,74 .1
N 472.
E .1,
FOR CONC gNgC
NOTE 6
SIDEWALKS 0
SEE DETAIL•
.. . ............ ............ el
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SCALE: 1''= 201-0"
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SAVANNAH DISTRICT
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NUMBER:
C-104
SHEET 7
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SSUSERNAMESS
PLATE
REFERENCE
NUMBER:
C-104
SHEET 7
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VAIL SEE DEYAIL
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I
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HED 'GRAD SEE
11 1
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PAD TOP 0 If,
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SLAB 336.�O'
.................... .................. ................ ;"­� .......... ........ ......... ............. ............. ..... ... .......... . ...... ............ ...... ............... ...... . ................. ........ . ......
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NFW\.,P.RINAGE MANHOLE SEE
15" INV "IN-- 331.23'
15" INV 00,,T=331.23-
TOP EL-33�,.25' (FLUSH WITH GRADE)
15" DIA RCP 0.40/
3:1 242 4" SCH 40 PVC CONN -_CTED TO 6" ROOF
DRAIN COLLECTOR SYE TEM
INV CC) BOOT WASH = 337.50'
PROVIDE 4" CLEANOUTI AS INDICATED
CO TOP=338.00' (FLUSH,
RQOF DRAIN COLLECTOR SYSTEM ......
FOR ---CONNECTION SEE DETAIL
(8 PLACE If
F
3,83
.... ........ ............. �­., ........ ..................... ............... ...... .............. .........
................ . ... ....... ...... ............. ........ .... ..... .......
11 '6" SCH 40 PVC SLOPED AT 0
T 3" 1-41312 1
H C." INV-332.75'
1c, INV Q POND-3�1.55'
•00,
;0 f
333 NEW DRAINAGE BASIN .....
/6' CLE
ANOUT
...........
CO TOP-337.00'
(2 PLACES) SEE
tF \�USH)
kREA BOOT WASH
SEE STRUCT OAL
DETAILS (2 FLAC�,S)
DRAWINGS FOR
f
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'ss -00,
TOP OF /vO
rr-- f- 6,y
SLAB 337.50' S44 7-0 to 41S
p 0)y)
S. Eb
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6� fEW CLASSROOM
\1
\i BUILDIN'G1
BOOT WASH AREA
4" SCH 40 PVC Wit. r
INV Lb BOOT WASH-337.50'
INV @ POND-333-50'
...... ............................ ......
... .... . .......... . ... ....... ...................... . ... . ......................... .................. ...
........ .... ............................. . ............. .................................. ..................
........... 13'ACCES DRIVE SHALL
EDGE OF
CONTINUE TO
SLAB
00,
4 if
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0
CLEA�OUT SEE
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GRADING, PAVING AND STORM DRAINAGE PLAN.
SCALE: I"=20'
3
..
EXST 15" INV IN= 330.34'
01
/f, EXST 15" INV OUT-330.34'
NEW 15" INV IN-330.34'
TOP EL=333.30'(FLUSH WITH Gf
—SAW�VT AND CONNECT EXISTING
15" RCP TO NEW DRAINAGE BASIN
GRATE SHALL BE FLUSH WITH GRADE
BOTTOM OF STRUCTURE SHALL REMAIN
SIM DETAIL @
MEET AND MATCH
EXISTING ASPHALT
GRADE WITH NCDOT *57
0
0
0
L0
00
Li
NOTES:
I. ALL EXCAVATION SHALL BE PERFORMED SO
THAT THE SITE AND THE AREA IMMEDIATELY
SURROUNDING THE SITE, WHICH AFFECTS
CONSTRUCTION OPERATIONS, WILL BE
CONTINUALLY AND EFFECTIVELY DRAINED. THE
CONTRACTOR SHALL PROVIDE DRAINAGE AND
DEWATERING AS REQUIRED TO ENSURE THAT
ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED
WITH THE SUBGRADE SOILS REMAINING DRY
AND FIRM UNTIL AFTER FOOTINGS ARE PLACED
AND BACKFILLED. REMOVAL OF SURFACE
WATER, GROUND WATER, AND ANY PERCHED
WATER CONDITIONS THAT MIGHT BE
ENCOUNTERED DURING EXCAVATIONS SHALL BE
ACCOMPLISHED BY APPROVED MEANS. REFER
TO SPECIFICATION SECTION 02300S,
EARTHWORK, PARAGRAPHS DRAINAGE AND
DEWATERING, FOR ADDITIONAL REQUIREMENTS.
2. FINAL GROUND COVER WILL BE NCDOT *57
STONE SIMILAR TO THAT CURRENTLY IN PLACE
AT CAMP MACKALL.
3. ALL WORK ASSOCIATED WITH BOOT WASH
AREAS SHALL BE BID OPTION #6.
43/
SSDGNSPECSS
ISSYSTIMESS
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SCALE: 1''= 20'-0"
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US ARMY CORPS
OF ENGINEERS
SAVANNAH DISTRICT
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PLATE
REFERENCE
NUMBER:
C-105
SHEET 8
■
L11

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EROSION CONTROL PLAN
SCALE: I"=20'
S•
ROSION AND SEDIMENTATION PLAN NOTES
SYMBOLS SEE PLATE C-506.
_OCATION AND VICINITY MAP SEE PLATE
ROSION AND SEDIMENT CONTROL
JRES SHALL MEET THE SPECIFICATIONS AS
7ORTH BY THE NCDENR EROSION AND
ENT CONTROL PLANNING AND DESIGN
4L. AND SHALL NOT BE REMOVED WITHOUT
)VAL FROM THE NCDENR.
OPSOIL MAY BE REMOVED FROM THE SITE
)ISPOSED OF AT FORT BRAGG SEE PLATE
i AND PLATE C-102. ANY SUBSOIL DEEMED
)PRIATE FOR REUSE SHALL BE STORED
J THE TEMPORARY SILT FENCE AROUND
tAPPELLING TOWER.
RACTOR SHALL COORDINATE
NG/LAYDOWN AREA WITH THE
2ACTING OFFICER. EROSION CONTROL
JRES SHALL BE INSTALLED AND MAINTAINED
iAT TIME.
;EDIMENT FENCE LOCATIONS DURING
.ITION PHASE SEE PLATE C-102.
ISTURBED AREAS SHALL RECEIVE A 2"
BLANKET OF NCDOT •57 STONE.
JANT TO G.S. 113A-57(2), THE ANGLE FOR
:D SLOPES AND FILLS SHALL BE NO
ER THAN THE ANGLE THAT CAN BE
VED BY VEGETATIVE COVER OR OTHER
)ATE EROSION -CONTROL DEVICES OR
,TURES. IN ANY EVENT, SLOPES LEFT
;ED WILL, WITHIN 21 CALENDAR DAYS OF
_ETION OF ANY PHASE OF GRADING, BE
ED OR OTHERWISE PROVIDED WITH
)RARY OR PERMANENT GROUND COVER,
ES, OR STRUCTURES SUFFICIENT TO
!AIN EROSION. PURSUANT TO G.S.
17(3), PROVISIONS FOR PERMANENT GROUND
2 SUFFICIENT TO RESTRAIN EROSION MUST
COMPLISHED FOR ALL DISTURBED AREAS
J 15 WORKING DAYS OR 90 CALENDAR
(WHICHEVER IS SHORTER) FOLLOWING
.ETION OF CONSTRUCTION OR
OPMENT.
ICTION LIMITS FOR
MAIN
F CONSTRUCTION TYP
CREAGE DISTURBED- 1.92
CREAGE CONTRIBUTING TO
TER DETENTION POND- 1.69
RUCTION LIMITS FOR BURIED
ELEC DUCT BANK (3 PLACES)
ACTOR SHALL RESTORE AREAS
BED PER SEEDING SPECIFICATIONS
.ATE C-506
20' 10' 0 20'
SCALE: I ''= 20'-0"
US ARMY CORPS
OF ENGINEERS
SAVANNAH DISTRICT
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PLATE
REFERENCE
NUMBER:
C-106
SHEET 9
9
C
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SSDGNSPECSS
fISYSTIMESS
ISUSERNAMEII

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B
4'-5"
3'- 1"
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00 i
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ELEVATION
C
C.I. STEF
0 16" C
PREFORMED ELEAST01
JOINTS AT INTEGRALU
CAST BOTTOM PRECA!
RING.
h
5
FOR GRATE SEE DETAIL
-50
- TOP OF GRATE EL 335.90' 31-4"
TOP OF GRATE EL 335.90'
°
© WEIR EL 335.40'
°
© • I p D '
° I .
WEIR CREST EL 335.40' 1 °
•.D
D O
BOTTOM OF POND EL=333.50' BOTTOM OF POND EL 333.50' °
z
p • D
�— MOTDTOM SHAAIN AEMA ASIN SEE -50 2" NCDOT © D
#57 STONE
. D
N
M
15" RCP OUTFL W PIPE D
INV EL= 331.54Q ° ° • ' °
s
II IIII
II —II
STORM MANHOLE
SCALE: NOT TO SCALE
CONTROL STRUCTURE DETAIL
SCALE: NOT TO SCALE
AB 4000
_.ZETE SLAB
ON 6" SAND CUSHION.
r'.
SECTIONAL PLAN
ci nor Tn DRAIN
K?
© 2" NCDOT
#57 STONE
4.� ,
INV EL 331.54'
o SECTION
FIN FLOOR ELV
MECHANICAL
ROOM=336.00'
3
15" RCP
TOP OF BANK EL 336.00'
TO NEW MANHOLE
INV EL 331.23'
9'-2
FENCE AT EDGE OF
MECHANICAL YARD
X
X
VARIES SEE C-
UHAVEL SLOPED AT 112" PER FT
GRAVEL SLOPE VARIES SHALL NOT EXCEED
207.
3 MIN 6 MAX STEP BETWEEN MECHANICAL 2" MIN NCDOT #57 STONE
YARD AND MECHANICAL
ROOM SLAB MEET AND MATCH
EXISTING EDGE OF
PAVEMENT GRADE
SECTION
SCALE: NOT TO SCALE
SHREDDED RUBBER MULCH
PER SPECIFICATION 02791
GEOTEXTILE MEMBRANE
PER SPECIFICATION 02791
NCDOT #57 STONE
PLAN
SHREDDED RUBBER DRAINAGE SYSTEM
SCALE- NOT TO SCALE
2' DIA BY 4' DEEP SUMP
DRAIN (4 PLACES)
RAPPELLING TOWER
FOUNDATION
SHREDDED RUBBER MULCH
NCDOT #57 STONE
NCDOT #57 STONE
NI
�T
RAPPELLING TOWER
FOUNDATION SEE
PLATE S-1 1
SSDGNSPECSS
SSSYSTIMESS
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OF ENGINEERS
SAVANNAH DISTRICT
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PLATE
REFERENCE
NUMBER:
C-505
SHEET 14
0
C

5
0
3
2
SEDIMENTATION & EROSION CONTROL NOTES:
I. A SPECIFIED WORK SCHEDULE THAT COORDINATES THE TIMING OF LAND DISTURBING ACTIVITIES
AND THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PREPARED
BY THE CONTRACTOR AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO
BEGINNING ANY LAND DISTURBING ACTIVITY. CONSIDERATIONS FOR CONSTRUCTION SCHEDULING
ARE SHOWN IN THE ADJACENT TABLE (FROM SECTION 6 OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL DATED I DECEMBER 1993.)
p I 2. SCHEDULE CONSTRUCTION ACTIVITIES TO MINIMIZE THE EXPOSED AREA AND THE DURATION OF
OF EXPOSURE. IN SCHEDULING, TAKE INTO ACCOUNT THE SEASON AND THE WEATHER FORECAST.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED PRIOR TO
THE DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING
DISTURBED AREAS ARE STABILIZED.
4. EROSION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE
ADDITIONAL CONTROL MEASURES AS DICTATED BY ACTUAL FIELD CONDITIONS AT THE TIME OF
CONSTRUCTION IN ORDER TO PREVENT EROSION AND CONTROL SEDIMENT.
5. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE BUILT IN ACCORDANCE WITH NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT
CONTROL WILL BE INSTALLED IF DEEMED NECESSARY BY ONSITE INSPECTION. SEDIMENT CONTROL
STRUCTURES WILL BE CLEANED AT REGULAR INTERVALS AND AFTER HEAVY RAIN, AND THE SEDIMENT
WILL BE SPREAD ON THE SITE. SEDIMENT AND EROSION CONTROL MEASURES WILL REMAIN IN PLACE
AND BE MAINTAINED UNTIL REMOVLE IS APPROVED BY NCDENR.
7. PROTECTIVE COVER MUST BE ESTABLISHED ANY TIME CONSTRUCTION ACTIVITIES ARE DELAYED FOR 21 OR
MORE DAYS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL COORDINATE ALL WORK
WITH THE CONTRACTING OFFICER.
9. SOIL SAMPLING WILL BEGIN A MINIMUM OF SIX WEEKS PRIOR TO
PLANTING IN ORDER TO OBTAIN SOIL TEST RESULTS.
10. WHERE PRACTICAL, TOPSOIL SHOULD BE STRIPPED OFF PRIOR TO CONSTRUCTION AND
STOCKPILED FOR USE IN THE FINAL REVEGETATION OF THE SITE. NO VEGETATION
OUTSIDE OF THE SITE DEVELOPMENT AREA IS TO BE DISTURBED, EXCEPT AS REQUIRED
C FOR PLANNED STORM DRAIN AND SEDIMENT BARRIERS.
11. TREES TO BE SAVED SHALL BE CLEARLY MARKED SO THAT NO EQUIPMENT, MATERIAL,
OR CONSTRUCTION ACTIVITY TAKES PLACE WITHIN THE DRIPLINE OF THE TREE. IF A
TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE AND REPLACE THE TREE WITH
ONE THE SAME OR SIMILAR SPECIES. TWO INCH CALIPER OR LARGER, BALLED AND
BURLAPPED NURSERY STOCK, WHEN ACTIVITY IN THAT AREA HAS BEEN COMPLETED.
12. ALL AREAS CLEARED AND GRUBBED WILL BE GRASSED AND MULCHED IMMEDIATELY AFTER
GRADING HAS BEEN COMPLETED. THESE AREAS WILL BE REGRASSED AFTER THE CONSTRUCTION
OF ALL UTITLITIES HAS BEEN COMPLETED. NOTE FINAL GROUND COVER WITHIN THE VICINITY OF
THE CLASSROOM BUILDING SHALL BE NCDOT *57 STONE.
13. IF SUPPLEMENTARY WATER IS USED TO GET SEEDLINGS UP, IT MUST BE CONTINUED UNTIL THE
PLANTS HAVE BECOME FIRMLY ESTABLISHED.
14. WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS
PROMPTLY AS POSSIBLE. REFERTILIZATION DURING THE CONTRACT WILL BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
15, ALL ELEVATIONS REFER TO FEET ABOVE MEAN SEA LEVEL.
MAINTENANCE PLAN:
EROSION CONTROL MEASURES MUST BE MAINTAINED IN ACCORDANCE WITH THE STATE APPROVED EROSION CONTROL
PLAN. WEEKLY INSPECTIONS WITHIN 24 HOURS AFTER A RUN-OFF PRODUCING RAINFALL MUST BE PERFORMED. A RECORD OF
THE INSPECTIONS THAT INCLUDE DATE, TIME, WHO CONDUCTED THE INSPECTION AND ANY CORRECTIVE ACTIONS SHALL
BE MAINTAINED ON SITE AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE INSTALLED IF DEEMED
NECESSARY BY THE ONSITE INSPECTION. SEDIMENT CONTROL STRUCTURES WILL BE CLEANED AT REGULAR INTERVALS
B AND AFTER HEAVY RAIN, AND THE SEDIMENT WILL BE SPREAD ON THE SITE. SEDIMENT AND EROSION CONTROL MEASURES WILL
REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM AN NCDENR REPRESENTATIVE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50/. FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
FOLLOW THE CONSTRUCTION SEQUENCE THROUGHOUT PROJECT DEVELOPMENT. WHEN CHANGES IN CONSTRUCTION
ACTIVITIES ARE NEEDED, AMEND THE SEQUENCE SCHEDULE IN ADVANCE TO MAINTAIN MANAGEMENT CONTROL.
ORDERLY MODIFICATION ASSURES COORDINATION OF CONSTRUCTION AND EROSION CONTROL PRACTICES TO MINIMIZE
EROSION AND SEDIMENTATION PROBLEMS. WHEN MAJOR CHANGES ARE NECESSARY, SEND A COPY OF THE MODIFIED
SCHEDULE TO THE STATE OF NORTH CAROLINA DEPT. OF ENVIRONMENT, HEALTHAND NATURAL RESOURCES.
SEEDING SPECIFICATION:
I. AREA SHALL BE TILLED TO A DEPTH OF 4"
2. APPLY LIME AT A RATE OF 50 POUNDS PER i000 SQUARE FEET OR ITON PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS PER 1000 SQUARE FEET.
THE FERTILIZER SHALL BE SLOW RELEASE.
4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2"-4" OF SOIL PRIOR TO SEEDING.
5. SEED MIX AND RATE AS FOLLOWS:
PERMANENT SEEDING
"COOL SEASON" BETWEEN ISEPTEMBER AND 28 FEBRUARY
50 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA). NO RYE GRASS
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON),HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON),UNHULLED
"WARM SEASON" PLANTED BETWEEN I MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
50 POUNDS PER ACRE BERMUDA (CYNODON DACTYLON),HULLED
A TEMPORARY SEEDING
"COOL SEASON" AS STATED ABOVE
120 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA)
"WARM SEASON" AS STATED ABOVE
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
6. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WMB
SHALL BE NOTIFIED TO INSPECT THE PROJECT. CONTACT MR. JACK WILSON AT 396-2301 EXT 224.
7. TEMPORARY SEEDING SHALL BE ALLOWABLE ON SLOPED AREAS WITHIN LIMITS OF CLASSROOM BUILDING (NCDOT *57 STONE WILL BE FINAL COVER).
ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE PROVIDED WITH PERMANENT SEEDING BY METHODS ABOVE.
SEDIMENTATION & EROSION
—X— X
J
CONTROL LEGEND
TEMP. GRAVEL CONSTR. ENT/EXIT
SEDIMENT FENCE
FABRIC DROP INLET PROTECTION
MULCHING
(MATERIALS AS SHOWN)
TREE PRESERVATION & PROTECTION
DUST CONTROL
SURFACE ROUGHENING
THESE SYMBOLS ARE TYPICAL FOR ALL
DISTURBED AREAS IN THIS PROJECT
IUS ARMY CORPS
OF ENGINEERS
SAVANNAH DISTRICT
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PLATE
REFERENCE
NUMBER:
C-506
SHEET 15
0
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VE SHEATHING
TREE PROTECTION BARRIER
TO HAVE REFLECTIVE SHEATHING
ON ALL SIDES.
3ARRIER CONSTRUCTED TO
'ROTECT TREE TRUNK AND
ROOT SYSTEM FROM MECHANICAL
NJURY. BARRIERS SHALL BE
_OCATED A DISTANCE AWAY
-ROM THE TRUNK EQUAL TO THE
DIAMETER OF THE TRUNK IN FEET
FO PREVENT COMPACTION AND PUDDLING
)F THE SOIL OVER THE ROOT SYSTEM.
FRUCKS, BULLDOZERS, OR OTHER
iEAVY EQUIPMENT SHOULD BE KEPT
%S FAR AWAY FROM THE TREE
FRUNKS AND ROOTS AS POSSIBLE.
PROTECTIVE TREE FENCING I
NOT TO SCALE -507
MAINTENANCE REQUIREMENTS:
1. REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND
PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR
MOIST TOPSOIL OVER EXPOSED ROOTS.
2. REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED
AREA, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT
WITH TREE PAINT.
3. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR
AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS
TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE.
2X4 STEEL FRAME
WIRE -BACKING
STAKE
3'
MIN.
BURIED FABRI
DROP INLET
WITH GRATE
FRAME
GATHER
EXCESS
AT CORNERS
BURIED FABRIC-\
(FABRIC AND SUPPORTING FRAME FOR INLET PROJECTION)
4
NOT TO SCALE -507
MAINTENACE REQUIREMENTS:
1. INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE
REPAIRS AS NEEDED.
2.REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC
DURING SEDIMENT REMOVAL.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS (FOLLOWING
NCDENR APPROVAL) AND UNSTABLE SEDIMENT AND DISPOSE OF
THEM PROPERLY. BRING THE DISTURBED AREA TO THE GRADE
OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
INLET.
w..
2" TO 3'' COARSE
AGGREGATE (COMPLYING WITH
SECTION 905, NCDOT STD. SPECS.
NOTE:
GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE
VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID
TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION
FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST.
GRAVEL ENTRANCE/EXIT PA 2
NOT TO SCALE -507
C�> MAINTENANCE REQUIREMENTS:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS
MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO ROADWAYS.
CONTROLLING DUST AT THE SITE
TEMPORARY METHODS:
* MULCHES IRRIGATION
* TEMPORARY VEGETATIVE COVER BARRIERS
* SPRAY -ON ADHESIVES CALCIUM CHLORIDE
* TILLAGE
NOT TO SCALE
-50
NOTE:
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER
PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
4 1 1 3
TOP STRAND MIN
1*10 GAUGE -�
BOTTOM STRAND MIN
#10 GAUGE
VARIES (8' MAXI
ELEVATION
STEEL OR WOOD POST
FILTER FABRIC
FILTER FABRIC
�0 FILL SLOPE
C'7
,GROUND LINE
24" STEEL POST-�( , `�-ANCHOR FILTER
36" WOOD POST L- FABRIC MIN 8" DEEP
GENERAL NOTES: 4' SECTION
I. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS.
MAY ALSO BE INSTALLED AROUND ALL STORM DRAIN INLETS & MANHOLES AS DIRECTED
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. STEEL POSTS SHALL BE 60"IN HEIGHT AND BE OF SELF -FASTENER
ANGLE STEEL TYPE.
5. WOODEN POSTS SHALL BE A MINIMUM OF 72" IN HEIGHT AND 3" OR MORE
IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS
THAN #9 WIRE STAPLES 1112" LONG, 2" DIA OAK WILL BE SUITABLE FOR WOODEN POSTS.
6. WEEKLY INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A RUN-OFF
PRODUCING RAINFALL, SHALL BE PERFORMED AND NECESSARY REPAIRS MADE IMMEDIATELY.
NOTE: THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:
A) EQUIVALENT OPENING SIZE 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
ARY EROSION CONTROL (SILT FENCEY 3
NOT TO SCALE C-50
MAINTENANCE REQUIREMENTS:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE PER WEEK AND
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REPLACE BURLAP EVERY 60 DAYS.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIAL (FOLLOWING APPROVAL FROM
NCDENR) AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
AREA HAS BEEN PROPERLY STABILIZED.
2 ssDGNSPECss
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REFERENCE
NUMBER:
C-507
SHEET 16
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Hole No. B-4
DRILLING LOG
DIVISION
SOUTH ATLANTIC
INSTALLATION
CAMP MACKALL
SHEET I
of 2 SHEETS
I. PROJECT SOF ROWE TRAINING FACILITY V
10. SIZE AND TYPE OF BIT 2.25" I.D. HSA
L . I . 59518. F Y-07
1 I. DATUM FOR ELEVATION SHOWN (FBM a MSL)
MSL
2. LOCATION
N 472495.4 E 1853567.4
12. MANUFACTURER'S DESIGNATION OF DRILL
CME 550 ATV
3. DRILLING AGENCY
FROEHLING & ROBERTSON, INC.
13. TOTAL NUMBER OF OVER-
BURDEN SAMPLES TAKEN
DISTURBED
7
UNDISTURBED
0
4. HOLE NO. (A, stown w drw✓)rg title
dw file wmderl
B-4
14. TOTAL NUMBER OF CORE BOXES N / A
5• NAME Of GRILLER
T. FICKLING
15. ELEVATION GROUNDWATER SEE REMARKS
6. DIRECTION OF HOLE
16. DATE HOLE
STARTED
COMPLETED
®VERTICAL ❑INCLINED DEGREES FROM VERTICAL
13 OCT 05
13 OCT 05
17. ELEVATION TOP OF HOLE 335.7 ( EST. FROM PLAN)
7. THICKNESS OF OVERBURDEN > 20. 0
IB• TOTAL CORE RECOVERY FOR BORING N/A x
8. DEPTH DRILLED INTO ROCK 0.0
19. SIGNATURE OF INSPECTOR
9. TOTAL DEPTH OF HOLE 20. Gr
ELEVATION
(FEET)
a
DEPTH
(FEET)
a
LEGEND
a
CLASSIFICATION OF MATERIALS
lDeurlp4anl
d
RECOVERY
e
JAR OR
SAIMOPLE
f
REMARKS
tDrinirg time.waler lwss.e/cJ
BLOWS/6 in "N" VALUE
VERY LOOSE, WET. GRAY & DARK BROWN.
SILTY FINE SAND(SM), WITH ROOTMAT
1
1/I/2 3
VERY LOOSE, WET. ORANGE & BROWN.
2
SILTY FINE SAND(SM)
3
2
2/2/2 4
LOOSE, WET TO SATURATED, LIGHT
q
BROWN. SILTY. FINE TO MEDIUM SAND
ISM)
3
2/3/3 6
5
329.7
6
STIFF. MOIST, REDDISH -ORANGE, VERY
SANDY CLAY (CL)
7
4
3/5/6
327.7
8
MEDIUM DENSE, MOIST. REDDISH -
ORANGE, CLAYEY, FINE TO MEDIUM SAND
(SCI
9
5
5/6/6 12
10
323.7
11
12
MEDIUM DENSE, MOIST. REDDISH -
BROWN. SILTY FINE TO MEDIUM SAND
ISM)
13
DRILLING LOG (Coot Sheet)
ELEVATION TOP of ROLE
N/A Hole No.B-4
PROJECTSOF ROWE TRAINING FACILITY V
INSTALLATION
SHEET 2
L.I. 59518, FY-07
CAMP MACKALL
OF 2 SHEETS
ELEVATION
DEPTH
sfeeTl
LEGEND
CLASSIFICATION OF MATERIALS
RECOVERY
JAIPOR
tDil/tirg RdK.warer ldse.eltl
REMARKStfeeTl
(Description)
NO.
C
9
d
e
f
BLOWS/6 INCHES 9 "N" VALUE
MEDIUM DENSE, MOIST, REDOISH-
BROWN, SILTY FINE TO MEDIUM SAND
ISM)
6
6/9/II 20
15
16
7
MEDIUM DENSE, MOIST. YELLOW 8
ORANGE, SLIGHTLY SILTY SAND(SM)
18
19
7
8/10/13 23
315.7
20
BORING TERMINATED AT 20.0 FEET
NO GROUNDWATER ENCOUNTERED
I.A.D.. PIEZOMETER INSTALLED
NOTE: BLOWS ARE SHOWN I FT.
BELOW TOP OF DRIVE.
LEGEND
(GW) WELL GRADED GRAVEL
(GP) POORLY -GRADED GRAVEL
(GM) SILTY GRAVEL
(GC) CLAYEY GRAVEL
(SW) WELL GRADED SAND
(SP) POORLY GRADED SAND
(SM) SILTY SAND
(SC) CLAYEY SAND
(ML) SILT
(CL) LEAN CLAY
(OL) ORGANIC CLAY OR ORGANIC
SILT, LOW PLASTICITY
(MH) ELASTIC SILT
(CH) FAT CLAY
( OH) ORGANIC CLAY OR ORGANIC
SILT, HIGH PLASTICITY
(PT) PEAT
I.A.D. IMMEDIATELY AFTER DRILLING
NOTE:
FOR BORING LOCATION SEE PLATE C-104.
US ARMY CORPS
OF ENGINEERS
SAVANNAH DISTRICT
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REFERENCE
NUMBER:
B-102
SHEET 19
[971
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