SW6191003_Plan (Set)_20191105

VICINITY MAP
NOT TO SCALE
5/
/
ERB
LEGEND:
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
a COMPUTED POINT
N/F - NOW OR FORMERLY
\
R/W - RIGHT OF WAY
CPP - CORRUGATED PLASTIC PIPE
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RCP - REINFORCED CONCRETE PIPE
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250
242
x 246.32' SPOT ELEVATION
BENCHMARK
a) BOLLARD
M� MAILBOX
/ / /
/
YYFIRF HYnRANT
/ A^INV'
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE
COUNTY AND STATE REGULATIONS.
� 1 ,
N /F
NICHOLAS SHAUN HARRELL &
BRAD ALAN BUTLER, JR.
DB 1196, PG 635
PC 3 SLIDE 3-46 MAP 006
PIN 494560201352
ZONING: RA-20
N 467,188.066
�1/2"� E 1,957,955.613
/� X I/ EIP NC GRID NAD 83
1)
(201
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/
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/ REMOVE/ 2 / C_MrLVTC_C_ rAMMINU — iU ar
PIPE a
/ IN)
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TBM �
4D DISK #3 C
N 467,034.161 mom/ I 24' —20'
E 1,956,824.767 W I z
ELEV 256.10 / j / 30'X30'
NC GRID NAD 83 2 CONCRETE PARKING I OFFICE a- 10" ABC STONE
AREA BLDG Uj
NAVD 188 t� 253.89 \�'_z
^� I �� Jo I w
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CIV
a
/ 2 INV 2 / t5' SIDEWALK
/ 254.35 a CONCRETE RADIAL STACKER
r0� / WHEEL STOP CONCRETE TRUCK &
/ 2 (TYP) IN
SAND & ROCK STORAGE BINS EQUIPMENT PARKING
/ 31
OAK
AZZ
ka L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
/
5/8
ERB"
SITE DATA
DEVELOPER
SHAUN HARRELL
MAILING ADRESS
PO BOX 451
CITY, STATE
RAEFORD, NORTH CAROLINA
28376
PIN NUMBER
494560201353
TOTAL SITE AREA
217,215 SF (4.99 AC)
AREA TO BE DEVELOPED
217,215 SF (4.99 AC)
EXISTING ZONING
I
EXISTING USE
VACANT
PROPOSED USE
CONCRETE PLANT
DISTURBED/DENUDED AREA
4.88 AC
SETBACKS REQUIRED:
FRONT
30
FT
SIDE
30
FT
REAR
30
FT
IMPERVIOUS:
BUILDING
900
SF
ABC STONE
94,746
SF
SIDEWALK/CONC
2,456
SF
TOTAL PROPOSED
98,102
SF
PREDEVELOPMENT
5,295
SF
PARKING:
REQUIRED (1/300 SF)
3
PROPOSED (INCLUDING HANDICAP) 4
1
f' g
\,_
N /F
JAMES MCGILLI
DB 760, PG 773
PC 3 SLIDE 3-46 MAP 006
PIN 494560201354
ZONING: RMH
QTY.
TYPE
PLANTING SIZE
MIN. HEIGHT
SCIENTIFIC NAME
CANOPY TREES
6
WILLOW OAK
N/A
N/A
QUERCUS PHELLOS
UNDERSTORY TREES
�a
4
FLOWERING DOGWOOD
N/A
N/A
CORNUS FLORIDA
SHRUBS
535
LUSTERLEAF HOLLY
N/A
3'
ILEX LATIFOLIA
®
7
GARDENIA
N/A
N/A
GARDENIA SPP.
27
WINGED EUONYMUS
N/A
N/A
EUONYMUS ALATUS
LANDSCAPING NOTES:
1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD
FOR NURSERY STOCK.
2. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE
TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL
BE REJECTED. DO NOT COVER THE ROOT FLARE WITH MULCH.
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH A MIN.
OF 4" AWAY FROM THE TRUNK BASE.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HOKE
COUNTY ZONING ORDINANCE. THE OWNER OR DEVELOPER IS ENCOURAGED TO
CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS
MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING
PURPOSES ONLY.
40
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( IN FEET )
1 inch = 40 ft.
N /F
GKB DEVELOPER, INC.
TRACT 3 OF
DB 833, PG 94
PIN 494560201336
ZONING: RA-20
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
SITE PLAN
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
C-200

LEGEND:
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
CPP - CORRUGATED PLASTIC PIPE
RCP - REINFORCED CONCRETE PIPE
SD
X
250
242
VICINITY MAP
NOT TO SCALE
5/
ERB
/
O
/ O /
&0
O
2a
' ) O '
/ co /
/ I
/ 3 -
INV 249.45 -
0 REMOVE 251
/ EXISTING
EPK
PIPE
/ &;
/ TEMPORARY
/CONSTRUCTION J vi 252.30 _
ENTRANCE o
/ co? !2
1 53 N
53.4
X 246.32' SPOT ELEVATION
BENCHMARK
a) BOLLARD
M� MAILBOX
FIRE HYDRANT
HARDWOOD TREE
RIP RAP/GRAVEL
ASPHALT
0 CONCRETE
® BUILDING
- l oc- Loc- LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING
- DIV - Dry - DIVERSION BERM
0INLET PROTECTION
N � O
/ INV 252.00
INLET \ \
/ PROTECTION I
IN) (TYP) I
TBM / I L / C REMOVE \ \
4D DISK #3 h PIPE I
N 467,034.161 91
E 1,956,824.767
ELEV 256.10 / STOCKPILE
NC GRID NAD 83 AREA
(2011) 253 89'
NAVD 88 � Qk
INV
125435I /
iI t
' i/
(TYP)
/ I 257 255
ERB
I
1 V 1 5/8„
\ ((„ ERB
I I//
Know what's below.
Call before you dig.
TREE
PROTECTION
FENCE
DITCH SEC #1
TO BE SEEDED
WITHIN 7 DAYS
u� t
N:
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE 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 0.5' DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
1
• 246 -
47.28
-7 z-7 Lkl
/ 247.75
I 30'X30'
OFFICE
BLDG
n
9
I J�
\K
Irp & PROPOSED SEPTIC FIELD
NO LAND DISTURBANCE
40C_ �pG
�y 253 ��
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
250
248
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
247
N 467,188.066
�1/2 E 1,957,955.613
/� X I/ EIP NC GRID (2011)NAD 83
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER NOTIFICATION OF COMBINED SELF -MONITORING AND /
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION SELF -INSPECTION FORM: / N
CONTROL MATTING, AND/OR SODDING AND STAKING IN /
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN / 22g
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR / Z9& ra
AREAS TO BE PAVED. LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH / -J
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED /
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FINAL STABILIZATION AND PERMANENT VEGETATION HAS FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
APPROVE THE ACTION PRIOR TO REMOVAL. C
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR \ -
ACTIVITY. DEVELOPED A COMBINED FORM. THE SELF -INSPECTION I
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING \\ I
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION PROGRAM OF THE NPDES STORMWATER PERMIT FOR
ACTIVITIES. CONSTRUCTION ACTIVITIES. THE FOCUS OF THE J
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE SELF -INSPECTION REPORT IS THE INSTALLATION AND
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL22 _
PERFORMING WORK ON THIS PROJECT. MEASURES ACCORDING TO THE APPROVED PLAN. THE
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE / INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF / 22;,
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY / THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION , l
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,��
SLOPES AND FILLS SHALL BE NO GREATER THAN THE PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR 433-3300.
OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR r- I RIP RAP DISSIPATER
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION FES-3 L=9' W=4.5'/10.5'
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 0 Dw=8" D.Ax--12"
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS I I CLASS B 18" THICK
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION �' x
DEVELOPMENT.(71 o
,p I I
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 0 z \
0
CONTROL MEASURES SHOWN AND ANY ADDITIONAL w
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING 1z
THE COURSE OF CONSTRUCTION. d I Na U
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS w w o
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS °' bj J
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT o z_
ARISE ON SITE IS SHAUN HARRELL. CONTACT Q
910-263-2945. v o oo
� 1 ,
N /F
NICHOLAS SHAUN HARRELL &
BRAD ALAN BUTLER, JR.
DB 1196, PG 635
PC 3 SLIDE 3-46 MAP 006
PIN 494560201352
ZONING: RA-20
O
247
z
0
U
DITCH SEC #2 248
TO BE SEEDED
WITHIN 7 DAYS
N /F
JAMES MCGILLI
DB 760, PG 773
PC 3 SLIDE 3-46 MAP 006
PIN 494560201354
ZONING: RMH
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASIN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALE AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS AND PARKING LOTS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
LIMITS OF CONSTRUCTION
(4.93 AC)
• 245
00
246
SILT FENCE
(TYP)
N
PERMANENT WET POND
WATER SURFACE: 236.50'
HIGH WATER: 239.03' (10YR)
TOP OF POND: 240.50'
INVERT OF POND: 232.00'
RISER:
TOP 239.30'
INV 235.50'
*AFTER SITE IS STABILIZED CONVERT
SEDIMENT BASIN TO PERMANENT WET
POND AS SHOWN.
*ATTACH A 2.0" FAIRCLOTH SKIMMER WITH A 11 v_
1.7" DIAMETER ORIFICE FOR DEWATERING THE
G CONSTRUCTION.
JN -
TOP SHELF: �237.i 0'
A<
BOTTOM SHELF: 236I00'
v_ JN -
00 CLASS B RII
I�
N 00 I RAP TO LINT
N SLOPES AS
TOP OF BERM o N SHOWN
ELEV: 236.50'
�p l FOREBAY WEIR
\ LENGTH: 10'
ELEV: 236.00'
pw �241.50
DITCH SEC #3 I
TO BE REINFORCED
WITH NAG S150 \
It STAPLE PATTERN D
TEMPORARY DIVERSION BERM
TO BE SEEDED WITHIN 7 DAYS
(TYP)
238
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
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cIti19 �$ R JB-2 CONCRETE
• ANTI -SEEP
COLLAR
EMERGENCY SPILLWAY
ELEV: 239.50'
TO BE SODDED
SILT FENCE
OUTLET
(TYP)
N /F
GKB DEVELOPER, INC.
TRACT 3 OF
N DB 833, PG 94
PIN 494560201336
w I ZONING: RA-20
= o
to N
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N 466,610.899
E 1,957,776.751
NC GRID NAD 83
5/8"
ERB
(2011)
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax j 910-426-5777 license number I C-2354
wwwAD site solutions.com
Z�: OFF /0 ••• `9 i
,•4� SEA
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1 v-31-1�
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
GRADING AND
EROSION
CONTROL PLAN
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
OCTOBER 31, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3mO

LEGEND:
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
CPP - CORRUGATED PLASTIC PIPE
RCP - REINFORCED CONCRETE PIPE
SD
x
250
242
VICINITY MAP
NOT TO SCALE
/
/ 5/
ERB
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/
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/ NV /
X 246.32' SPOT ELEVATION
BENCHMARK
a) BOLLARD
MI MAILBOX
FIRE HYDRANT
HARDWOOD TREE
RIP RAP/GRAVEL
ASPHALT
0 CONCRETE
® BUILDING
- l oc- l-oc- LIMITS OF CONSTRUCTION
- SI- - SI- - SILT FENCE LINE
- A - A - JUTE NETTING
- DIV - DIV - DIVERSION BERM
0INLET PROTECTION
/ V 249.45 METAL BUILDING_
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N 467,034.161
E 1,956,824.767
ELEV 256.10
/
NC GRID NAD 83
(2011)
253 89�
NAVD 88
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01
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1
53 250
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
h0 - X 7-
• 246 -
247.28
Lai 7d7 d'� 1)A-7 7-7 Lk�
/ 247.75
I 30'X30'
OFFICE
BLDG
PROPOSED SEPTIC FIELD
NO LAND DISTURBANCE
\ 248
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
z
0
0
248
� 1 ,
N /F
NICHOLAS SHAUN HARRELL &
BRAD ALAN BUTLER, JR.
DB 1196, PG 635
PC 3 SLIDE 3-46 MAP 006
PIN 494560201352
ZONING: RA-20
O
247
• 245
247 246 245
f' g
N /F
JAMES MCGILLI
DB 760, PG 773
PC 3 SLIDE 3-46 MAP 006
PIN 494560201354
ZONING: RMH
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASIN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALE AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS AND PARKING LOTS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
244
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
AND
THAN 4:1 THAN
HQW ZONES)
N 467,188.066
�1/2 E 1,957,955.613
/� X ......
EIP NC GRID 1) 83
(2011)
/ N
/
PERMANENT WET POND
WATER SURFACE: 236.50'
HIGH WATER: 239.03' (10YR)
TOP OF POND: 240.50'
INVERT OF POND: 232.00'
RISER:
TOP 239.30'
INV 235.50'
*AFTER SITE IS STABILIZED CONVERT
SEDIMENT BASIN TO PERMANENT WET
POND AS SHOWN.
4 0
�24
244.00
240.5
238
I
N
235 -RI-1�
232
TOP SHELF: 237.i 0'
N
1
BOTTOM SHELF:: 22-' 6.00'
/
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N
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TOP OF
BERM
N
N
ELEV: 236.50'
FOREBAY WEIR
LENGTH: 10'
ELEV: 236.00'
�241.50co
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ANTI -SEEP
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GKB DEVELOPER, INC.
TRACT 3 OF
DB 833, PG 94
PIN 494560201336
ZONING: RA-20
240.50
-240.6 ,
_� 240 �-
N 466,610.899
E 1,957,776,751
5/8" NC GRID NAD 83
ERB (2011)
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax j 910-426-5777 license number I C-2354
wwwAD site solutions.com
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,•4� SEA �� •;
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REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
GRADING PLAN
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3m 1

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UTILITY NOTES
ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
oOG'
RQ
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
AS—BUILTS DURING THE CONSTRUCTION OF THE WATER
7.
CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
SITE
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
NECESSARY FOR A WATER MAIN TO CROSS OVER A
THE AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN
SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
CONTRACTOR WILL PROVIDE THE AS —BUILT DRAWINGS TO
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
THE OWNER TO BE USED FOR THE WATER LINE
VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
EACH SIDE OF THE POINT OF CROSSING.
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
8.
CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT
WORK.
IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
Z
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
401 R� G
\
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
REGULATIONS
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
F P a
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE
POINT OF CROSSING.
NORTH
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY
9.
ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
TESTED IN ACCORDANCE WITH HOKE COUNTY AND NCDEQ
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS:
TECHNICAL SPECIFICATIONS.
VICINITY MAP
WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS
10.
ALL MATERIALS SHALL BE APPROVED BY HOKE COUNTY
BEFORE INSTALLATION.
LOCAL CONDITIONS OR BARRIERS PREVENT A 10—FOOT
11.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
NOT TO SCALE
/
6.1. THELWA ERRMAION N IN IS I AIDHINHACS P
SEPARATE TRENCH, WITH
O
CONNSTRUCTAND HOKEONUOFYTHEMINIMUM WATER LIINE4ANDOURS SANI A RYO SEWER
/
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE
/
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;
ENGINEER OF RECORD AND HOKE COUNTY 48 HOURS IN
OR
ADVANCE OF ALL TESTING.
/
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
12.
ALL ELEVATIONS ARE IN NAVD 88 DATUM.
SEWERS WITH THE WATER MAIN LOCATED AT ONE SIDE
/
LEGEND:
EIP O EIP—EXISTING IRON PIPE
EPKO EPK—EXISTING PK NAIL
ERBO ERB—EXISTING REBAR
a COMPUTED POINT
N/F — NOW OR FORMERLY
\
R/W — RIGHT OF WAY
CPP — CORRUGATED PLASTIC PIPE /
/
J
\
RCP — REINFORCED CONCRETE PIPE
/
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250
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BENCHMARK
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M� MAILBOX /
/ /
/
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TBM 252
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4D DISK #3 I
N 467,034.161 \ \
E 1,956,824.767
ELEV 256.10 _ \ I 30'X30'
NC GRID NAD 83 C OFFICE
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Call before you dig.
� 1 ,
N /F
NICHOLAS SHAUN HARRELL &
BRAD ALAN BUTLER, JR.
DB 1196, PG 635
PC 3 SLIDE 3-46 MAP 006
PIN 494560201352
ZONING: RA-20
S73°08'38"E 964.81'
N73°08'38"W 1020.54'
f' g
N /F
JAMES MCGILLI
DB 760, PG 773
PC 3 SLIDE 3-46 MAP 006
PIN 494560201354
ZONING: RMH
245
244
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N 467,188.066
X\ 1/2"� E 1,957,955.613
EIP NC GRID NAD 83
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GKB DEVELOPER, INC.
TRACT 3 OF
DB 833, PG 94
PIN 494560201336
ZONING: RA-20
240 �-
N 466,610.899
E 1,957,776.751
NC GRID NAD 83
,N 241 ERB (2011)
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
,•4� SEA �� •;
0274
CC)1 111010```
I v-14-1�
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
UTILITY PLAN
PIN# 494560201353
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

1>
N 7
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N 2A2 / 242
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240
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235 2 9 235 I 239
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255
250
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240
235
230
225
220
215
STORM POND
STORM DRAIN -0+50 TO 2+50
10'
SHELF
— EXISTIN
—
y'
MAINTENANCE
— G GROUND
HIGH WATER (100YR): 239.42'
HIGH WATER (10YR): 239.03'
HIGH WATER (1YR): 237.66'
TOP: 240.50'
TOP OF SHELF:
—
— — — —
EMERGENCY
SPILLWAY:
237.00'
BOTTOM OF SHELF:
236.00
NORMIAL POOL: 236.50'
FOREBAY WEIR
ELEV: 236.00'
M A
SEDIMENT CLEANOUT: 233.00'
V
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N
_
W N
—�
INVERT OF POND: 232.00'
0)
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N
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255 255
250 250
245 245
240 240
39.50'
235 235
230 230
225 225
220 220
215 215
RI-1 TO FES-3
STORM DRAIN -0+50 TO 3+00
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250
245
240
235
230
225
220
215
0+00 1+00 2+00 0+00 1+00 2+00 3+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
UCAR9 �%
Q'•• SS •.
• 4� SEA
• 0274
OTT
11110``````
I v-1�-1�
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
STORM
PROFILES
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
C-5mO

it
EXPANSION JOINTS SHALL BE
20 FEET +/- O.C.
CONTROL JONTS EVERY 10 FEET +/-
4,000 PSI CONCRETE SLAB
4" STONE BASE
CONCRETE PAVEMENT SECTION
6"x6" CONCRETE WHEEL STOP
LAG BOLTS & ANCHORS _
SUPPLIED W/ WHEEL STOP.
CONCRETE WHEEL STOP
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1- AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
TEMPORARY SEEDING SPECIFICATIONS
NTS
F PAVEMENT
NTS
1 /8" RADIUS -----� i JOINT SEALER
5" 4 d
1/2» JOINT FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
NOTE: �awwww�
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
4»
.P
4
P. 4
GROOVE JOINT IN SIDEWALK
NTS
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12"xl8" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
O
RESERVED RESERVED
PARKING �0 PARKING MUTCD PARKING
MUTCD R7-1
R7-8 12"xl8" MUTCD
^ 12"x1B" DISABLED R7-8
R7-8
PASSENGER 12"xl8"
LOADING
ONLY
V A N R7-8a R7-8D
ACCESSIBLE 12"x6" REQUIRED ACCESSIBLE MAXIMIUM 12»x9»
RESERVED PARKING SIGN PENALTY
$ 2so
MAXIMIUM
PENALTY R7-8D
$ 250 12"x9"
ACCESSIBLE ROUTE
0© © © © (SEE NOTE 3)
8 8 8 8 5 8
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
2 CONCRETE WALK 3 HANDICAP SIGNAGE AND PAVEMENT MARKINGS
DESIGN CRITERIA
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
5 GENERAL EROSION AND SEDIMENT CONTROL NOTES
SEEDING SPECIFICATIONS
SEEDING MIXTURES
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
9 PERMANENT SEEDING SPECIFICATIONS
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING
ROADWAY
36-0" MIN
FILTER FABRIC 2-3" WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
THICKNESS - 6 INCHES MINIMUM
WIDTH- 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IS GREATER
LENGTH- 50 FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD INBA 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
PUBLIC ROADWAYS.
NTS
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
INFLOW
STRUCTURE
SKIMMER
DEWATERING
DEVICE
ON STONE
BEDDING
MIN B"
BAFFLES
INFLOW
DEWATERING
ZONE
FILTER F
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS
THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN.
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
THE FABRIC.
EMERGENCY
SPILLWAY
STONE
1' FREEBOARD /
f
6" MIN.
ELEVATION OF
EMERGENCY SPILLWAY EMERGENC'
SPILLWAY
SEDIMENT
STORAGE ZONE
CROSS-SECTION VIEW
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED.
10. INSTALL POROUS BAFFLES AS SPECIFIED.
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
SKIMMER
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
CONTROLS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM.
UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
10 TEMPORARY SKIMMER BASIN
7
11
NTS
NATURAL GROUND
MAX. SLOPE (TYP)
IN. 2.5 2.5
NATURAL GROUND z
2.5 /
COMPACTED SOIL
*** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHTI
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
NTS
TEMPORARY DIVERSION BERM
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
LINE VNRES EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
N
VIARE GA. REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BE A MIN. OF S HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCETO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
STEP 1 STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
POSTS MAX 8' O.C.
WIRE FENCE "HOG WIRE"
A FILTER FABRIC
:::..
%::.... #9 WIRE STAPLES 1-1/2" LONG
...";`�;.;;;:'... �:;,•,; .,�:, .;.; �,;;;;'.; F BOTTOM OF WIRE FENCE AND
..'.!.::.Jp: Q FILTER FABRIC BURIED 8" IN
tie:::. ...>T ..
......... ....::.::: EXCAVATED TRENCH&TURNED
OUT 4" IN THE TRENCH
FLOW
or STEEL POST DRIVEN
24" INTO GROUND
A
STEP 3 STEP 4 SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A 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.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
SILT FENCE
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN)
1.5'
TO FORM A WEIR A MIN.
9" MIN. o0
FILTER FABRIC J / r
CHANNEL OR DITCH J CLASS A OR B EROSION
APPLICATION A CONTROL STONE
MAINTENANCE
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN)
TO FORM A WEIR
r4fy� 24" MAX.
AT CENTER
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
12 CHECK DAM WITH WEIR
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office � 910-426-6777 fax � 930-426-5777 license number � C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
SITE & EROSION
CONTROL
DETAILS
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
C-6mO

NOTES:
BELOW WATER SURFACE
DRIVE POSTS 24" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
COMMON NAME SIZE SPACING
MAXIMUM 4' O.C. AND EXCAVATE A X 8"
TRENCH UPHILL ALONG THE LINE OFF
POSTS.
THE BOTTOM OF THE FENCE INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
THE TRENCH.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
p
SUPPORT WIRE OR
ROPE
ACCROSS THE BASIN OR TRAP.
� w
OF NORMAL POOL`+,
STEEL POSTS
4 POSTS FOR THE BAFFLES SHALL BE4'OC. STEEL POSTN
EARTH BERM F��
pr�^'�.� (�^^.,� ty^^�,} (y^^���DGE
WATERPOD 4 IN CONTAINER 24" O.C. MAXIMUM
MAINTENANCE
o j si �, •s � •j x yf
1•mf� 'VyoyF.1?' 1Vof1Q' VaF�' `t.RS' `4LS' `LR.S' `t.R.t' PICKERELWEED 4 IN CONTAINER 24" O.C. MAXIMUM
1L 1L 1L 1L
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
LIZARD TAIL 4 IN CONTAINER 24" O.C. MAXIMUM
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED WITH STAPLES
UPLANDS (ABOVE WATER SURFACE)
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
BULLTONGUE 4 IN CONTAINER 24" O.C. MAXIMUM
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
SHALLOW WATER PLANTS SHALLOW LAND PLANTS BLUE FLAG IRIS 4 IN CONTAINER 24" O.C. MAXIMUM
5'
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTORRE UNTIL APPROVED BY AN
HIVE.ACTIONEACTIACTION
COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME
STEP
STEP2
ESENT
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
STABLE. 35% OFSURFACE AREA
WATERPOD HYDROLEA QUADRIVALVIS JOE PYE WEED EUPATORIUM FISTULOSUM JOE PYE WEED 4 IN CONTAINER 18" O.C. MAXIMUM
ATTACH THE JUTE NETTING OR OTHER FABRIC
APP ROVED BY THE ENGINEER TO THE STAY WIRE
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
FIRST CELL-25%OF LENGTH FROM INLET ZONE FIRST CHAMBER
RED CHOKEBERRY 1 GAL CONTAINER 48" O.C. MAXIMUM
PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
AND POSTS, EXTENDTHE BOTTOM OFTHE FABRIC
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
SECOND CELL- 25% OF LENGTH FROM FIRST CELL 25%OF SURFACE AREA
CARDINAL FLOWER 1 GAL CONTAINER 48" O.C. MAXIMUM
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
OUTLET ZONE -15%OF LENGTH FROM SECOND CELL SECOND CHAMBER
LIZARD TAIL SAURURUS CERNUUS CARDINAL FLOWER LOBELIA CARDINALIS
`u
STAPLES.
25% OF SURFACE AREA
POSTS MAX 4' O.C. OUTLET ZONE
SILKY DOGWOOD 1 GAL CONTAINER 48" O.C. MAXIMUM
all,
TOP STAYWIRE OR ROPE 115%OF SURFACE AREA
BULLTONGUE SAGITTARIA LANCIFOLIA SILKY DOGWOOD CORNUS AMOMUM SWAMP MILKWEED 4 IN CONTAINER 18" O.C. MAXIMUM
A
' JUTE NETTING OR EQUIVILENT
BOTTOM OF FABRIC BURIED 8"
* BLUE FLAG IRIS IRIS VIRGINICA * SWAMP MILKWEED ASCLEPIAS INCARNATA
IN EXCAVATED TRENCH &
PLANT SUPPLIERS
= TURNED OUT 4" IN THE PERSPECTIVE VIEW
FX
�9 TRENCH, OR PINNED WITH 8"
i EROSION CONTROL MATTING
NOTES * ALTERNATE PLANTS CAROLINA GREENERY, WEST END, NC 910-947-3150
STAPLES.
MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
Low
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 18 INCHES ON CENTER. PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
STEEL POST DRIVEN
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
A
24" INTO GROUND
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE AT RECOMMENDATION
STEP
FROM SOILS ANALYSIS. **VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
STEP
SECTION A -A
NTS
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
GRASS FOR A PERMANENT GROUNDCOVER. AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL. NTS
5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL.
1
POROUS BAFFLES
2 VEGETATED SHELF PLANTING DETAIL
SEDIMENT STORAGE (1' MIN)
**VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
OF 6" TOPSOIL SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL
3 WET POND X-SECTION WITH EARTH BERM
0
4.00' [1.22M]
8.00' [2.44M] •
2.00' [0.61M]
L4.00' [1.22M]
•
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
7
2.00
4.00' [1.22M]
•
L
2.00' [0.61M]
4.00[1.22M]
1.3 STAPLES
PER
SQ. YD.
(1.5 STAPLES
PER
SQ. M)
L
1.50' 0.46M
[ ]
3.00'[0.91 M]
•
•
2.00' [0.61M]
•
4.00' [1.22M]
•
•
•
•
•
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
L® 1.50' [0.46M]
3.00'[0.91 M] •
2.00' [0.61M]
4.00' [1.22M]
•
•
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
L
®
I
1.50' [0.46M]
3.00'[0.91 M]
• •
• •
1.00' [0.30M]
•
• •
2.00' [0.61M]
4.00' [1.22M]
•
•
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES
PER
SQ. M)
STAPLE PATTERN FOR 4' ROLLS
PVC VENT PIPE.
NTS
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
I SEE PLAN FOR WIDTH
GRASS OR RIP RAP LINING
SEE PLAN
SEE PLAN FOR i
1 Yy DEPTH
COMPACTED 1
SUBGRADE
ING
ND
CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
4 TYPICAL SWALE CROSS SECTION
0
4.00' [1.22M]
8.00' [2.44M] • •
2.00' [0.61 M]
•
4.00' [1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
T 2.00' [0.61 M] 50' [0.46M]
3.00'[0.91 M] • •
4.00' [1.22M] • •
•
• 2.00' [0.61 M]
1.2.00'[0.61 M] • •
• • • 4.00' [1.22M]
•
• •
4.00
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
RASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
4" PVC TEE
TEMPORARY POOL
PERMANENT POOL
12"
4" PVC CAP WITH
1.5" DRILLED HOLE
SECTION A -A TYPICAL ORIFICE OUTLET CONFIGURATION
NOTES
1. MIN. OUTSIDE RISER DIMENSIONS: L=4', W=3'2"
STRUCTURE A (FT) I B (FT) I C IN D HOLES I E F MIN. INSIDE RISER DIMENSIONS: L=3', W=2'2"
RI-1 1 239.30 1 235.50 1 4 1 236.50 1 1 1 237.70 1 1.00
NTS NTS
5 STORM BASIN RISER WITH ORIFICE DETAIL
1.50' [0.46M] 1.50' [0.46M]
3.00' 0.91 M • • • 3.00' 0.91 M • • • •
• • • 2.00' 0.61 M]
4.00'[1.22M• • • • • •
•
.00[0.30M]
• • • • • •
2.00' [0.61 M]
• • • • • • • 1.00' [0.30M]
• • • • • •
NTS 3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. NTS
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
8 STAPLE PATTERN FOR 8' ROLLS
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
a�I:lI:i17I�:11yy��.yl��7lal_la��T_PITH�I�:a�_l�[N.[�]:i�7l�:llyy��yl�1�1/_���:�6yyS�P�7I�[elIP.I�]�:a�Iy:�P.t�]:�L'T�lIP.I1j�7I���
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS.
10 FAIRCLOTH SKIMMER
3
0
LASS 1 RIP RAP
(SEE SECTION THRU BASIN BELOW)
\ \\\\ LASS 1 RIP RAP HEADWALL
WASHED STONE
1'T 1' HICKX 3' HIGH MIN.
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
NOT TO SCALE
FLOO
STORAGE NATURAL GROUND
ZONE 1' 2' RIP RAP HEADWALL
SEDIMENT
1'
STORAGE 1.5 --------
\ - - - F L O � JV - - - - -
F
1.5'
LOVV---� _ IPE INVERT
m 57 FILTER FABRIC
MAX. SEDIMENT DEPT WASHED CLASS 1 RIP -RAP CONSTRUCTION SPECIFICATIONS:
(CLEAN OUT POINT) STONE
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, &CULVERT PIPE THE PIPE INLET.
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
ACCUMULATED TO 1/2 THE DESIGN DEPTH 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 RIPRAP DISPLACED FROM NTS
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
11 ROCK PIPE INLET PROTECTION
lv
ppJ�
.
-
/\\//y/�\i\ 1 r O
I-
\ {i:i:i......:.... {i{i'ririri:i{i{i'iir
/
/ 1
y
\ V'rr.........::':'i:::i .
/\/\..................................
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND
STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)
APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY ANCHOR THE BLANKETS.
A NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET VVITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE NTS
REINSTALLED.
12 EROSION CONTROL BLANKET INSTALLATION
LIFTING LUG
3/4"x3/4" ALUM
*** THE MAXIMUM SPACING BETWEEN BARS SHALL
NOT EXCEED 5.5 INCHES.
6 TRASH RACK
GABION SPECIFICATIONS
0
GABION INSPECTION AND MAINTENANCE
GABIONS REQUIRE LITTLE MAINTENANCE. GABIONS CAN REMAIN AS
PERMANENT STRUCTURES AFTER CONSTRUCTION PHASES ARE
COMPLETE.
• INSPECT REGULARLY AND AFTER STORM EVENTS
• INSPECT FOR UNDERCUTTING AND OTHER SIGNS OF STABILITY
• INSPECT WIRE BASKETS AND MATTRESSES FOR SIGNS OF
DEGRADATION, RUST AND BREAKAGE.
• REPAIR OR REPLACE IMMEDIATELY TO MAINTAIN ENGINEERED
PERFORMANCE STANDARDS.
NTS
MATERIAL
GABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF A
NOMINAL SIZE OF 3" X 3". THE WELDED STEEL WIRE SHALL BE PVC
COATED IN ALL APPLICATIONS PERTAINING TO THE GABION.
DIMENSIONS
GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THE
LENGTH SHALL BE IN MULTIPLES
OF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3'. DIMENSIONS
FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION
AND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE
WIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO
ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.
FABRICATION
GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE, SIDES,
LIDS, ENDS, AND DIAPHRAGMS CAN BE ASSEMBLED AT THE
CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED
SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND
WIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTH
SHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THE
GABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BY
DIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALL
BE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETER
OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND IN
THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL
SPECIFICATION QQ-W-461 H AND POSSESS A SOFT TENSILE STRENGTH
WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM
A-641. PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3" PITCH ARE
USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL
MEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH.
AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS ARE
INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION
SHOULD BE MADE NO LESS THAN EVERY 6" ALONG THE PERIMETER.
THEY SHOULD THEN FILLED WITH CLEAN, HARD STONE FROM 4" - 8"IN
DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP
EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF
EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT
PERMITTED.
IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET
CLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT
AT ALL PANELS AND DIAPHRAGMS. NTS
GABION BAFFLE
TRENCH WIDTH
_
II
TRENCH
111
WIDTH
M I
GRADE
-I 11-I I I -I I
I I M
-III
III
w
11=
I_
. M I I
-II1-11 z
I -I I I -
III -II
11-1 11
r
1
I-1 11 w w
18"111-1
-111-
III
1111�1
1111111 °.
°. '.° -1111
0 -III .
..::.
1111 OA
Ad
° d 1l2
UTILITY
-III LINEa.
JI
6"
(DIAMETER
?' n
11 111
1
I ANTI -SEEP
1-
VARIES)
1 _Z1° n. v: d °.
1 1
COLLAR
'' .
nI¢
L
J
12"
ANTI -SEEP COLLAR.
CLASS B CONCRETE.
I -
SECTION A -A
PLAN VIEW
13 ANTI -SEEP COLLAR
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11OAI?q �%
• i
• 4 SEA
• 0274
.• G ► NE •.�����
O
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
SITE & EROSION
CONTROL
DETAILS
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
C-6m
1

NOTES
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL FENCE POST
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
WIRE FENCE
HARDWARE CLOTH
MAINTENANCE NOTES:
FILTER OF 1" DIAMETER
WASHED STONE
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
SEDIMENT.
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
SECTION VIEW
STABILIZED.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
it
240.50'
2
FRONT VIEW
4' MIN.
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
FENCE
18" MINIMUM
HEIGHT OF STONE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
SILT FENCE OUTLET
Iv
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 31
EMERGENCY SPILLWAY
3' FILTER FABRIC
ON GROUND
1RY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
NTS
NTS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g p g
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply I flocculants at or before the inlets to Erosion and Sediment Control Measures
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs_
NORTH CAROLINA
Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIAL!�_> HANDLING
ONSITE CONCRETE WASHOUT
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRA➢E WASHOUT STRl1CTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
1AZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved bythe Division,
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(G) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
i Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved F&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01 / 19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01 / 19
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
9 UN
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•• G I NE ••°����T ON
REVISIONS
PROJECT NAME
HOBSON
ROAD
CONCRETE
PLANT
SITE & EROSION
CONTROL
DETAILS
CLIENT
SHAUN HARRELL
PO Box 451
Raeford, North Carolina 28376
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1440
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 16, 2019
SHEET NUMBER
C-602