SW6210402_Plansheet C-3.0-1 - Grading/Drainage Plan_20220119

LEGEND:
"'Z ECM -EXISTING CONCRETE MONUMENT
PP UTILITY POLE
EIP Oa EIP-EXISTING IRON PIPE
C GUY WIRE
EIR Oa EIR-EXISTING IRON ROD
0 WATER METER
EPKO EPK-EXISTING PK NAIL
ASPHALT
ERBO ERB-EXISTING REBAR
CONCRETE
SRBO SRB-SET REBAR
0 WETLANDS
c COMPUTED POINT
0 BUILDINGS
N/F - NOW OR FORMERLY
UNSUITABLE SOILS
R/W - RIGHT OF WAY
210
MAJOR CONTOUR
PROPERTY LINE
207
MINOR CONTOUR
ADJACENT PROPERTY LINE
- LOc- LOc-
LIMITS OF CONSTRUCTION
- - RIGHT-OF-WAY
- SF - SF -
SILT FENCE LINE
- - - - -SETBACK LINE
- A - A -
JUTE NETTING
OVERHEAD UTILITY
- ow - ow -
DIVERSION BERM
- - WETLANDS
0INLET PROTECTION
X FENCE LINE
TREE LINE
VICINITY MAP
NOT TO SCALE
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)
14
L=V V , YY=LJ , V=J
SIDE SLOPES= 2:1
TOP OF BASIN: 211.50' /
BOTTOM OF BASIN: 208.50'
10' EMERGENCY SPILLWAY: 210.50' v
INVERT OF SKIMMER: 208.50'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQU %yn 27.93 LF @ 0.61% 18" RCP
WITH 0.8" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
N/F
TERESA M. KELTON W J,
TRACT 1 OF
DB 932, PG 879
DB 128, PG 59
RIP RAP DISSIPATER
L=3' W=1 /3'
1/2"
ERB I
I
I
I
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
I
I
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH ---
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
ERB
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
EXISTING
DRIVEWAY
- -
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.`
........ .,.......
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
EPK SR 1461 (KOONCE
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
K��
ROAD )
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
`x` •M �
60 PUBLIC R/W
._�
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
- - •�
LOCO- _ w
I bZr- - -COG-
`
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE LOC _ _ _
SELF -INSPECTION REPORT IS THE INSTALLATION AND 1" EIP ECM
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL REMOVE EXISTING (PINCHED)
MEASURES ACCORDING TO THE APPROVED PLAN. THE DRIVEWAY ECM
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 28
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, 1
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 29 I 1
433-3300.
JAMES D. BRYANT, III & WIFE, j
/ RACHEL DIAZ
DB 1242, PG 270
17.10 217.35 217.42 I 1
216.82 217.42 30
\.0 1" EIP 1
-` 216.88 (PINCHED) 1„ 1
_ � EIP
v 216.54 / �\ 27� \
216.30 CI 2LID
\ 1
\ 34.00 LF @ 0.74% 15" RCP \
25
F1
ES
RIP RAP DISSIPATER
O I
D5o=8" DMNc=12" 1
CLASS B 18" THICK
,
�' EIP 1„ EIP 1 /
c
26.00 LF @ 0.58% 18' RCP "� . (PINCHED) 1:
\37.67 LF @ 0.80% 18" RCP
RIP RAP DISSIPATER PO 3
DITCH #1 �� \� L=9' W=4.5'/10.5 CI 5 CI 4 U
FES 6
TO BE SEEDED �� r;D---8" DMAx--12" 1
21 WITHIN 7 DAYS \\\'\CLASS B 18" THICK I I
I
TEMPORARY SKIMMER BASIN #1 ma's l 110 O U
22 L=150', W=65', D=3' OS2 j^
I � 3
SIDE SLOPES= 2:1 N I UPON REMOVAL OF THE BASIN Z /
TOP OF BASIN: 215.00' REINFORCE DITCH AREA UNDER BASIN WITH U v
BOTTOM OF BASIN: 212.00' I S150 EC MATTING STAPLE PATTERN D I p m
20' EMERGENCY SPILLWAY: ALSO PLACE S75 MATTING ON ANY UPSTREAM
: 214.
J a
INVERT OF SKIMMER: 2.14. PORTIONS OF THE DITCH THAT ARE NOT _
STABLE AT THIS TIME. 2 0
SIDE SLOPES OF BASIN ARE TO W , N CO
BE SEEDED WITHIN SEVEN DAYS.
**ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) : I
WITH 1.4" ORIFICE FOR DEWATERING THE a
o j
SEDIMENT BASIN DURING CONSTRUCTION. -4 m /
\ I w � I ,.
D50=8" DMAx=12" TEMPORARY SKIMMER BASIN #4 EASEMENT N I _
CLASS B 18" THICK "S �TOP E SL PIN 2 1:.50' 11 � 214.94 215.28 \ 24 N O Of
L-80', W-35, D-3' 10 U Of 33
g / 214.94 RIP RAP DISSIPATER I ,n I 0 1
y
BOTTOM OF BASIN: 208.50' \ L-3' W-1 3' I'
10' EMERGENCY SPILLWAY: 210.50 / 4�1� - \ 2 D-8 D-12 �`V Q INVERT OF SKIMMER: 208.50' I O 4 SF . __ �8� CLASS B 18' THICK IVI z
SIDE SLOPES OF BASIN ARE TO / Q , �� INLET h DITCH 7
"ATTACH SEEDED
ED FAIRCLOTH SKIMMERAYS. EQUAL I / O�G / \ V PR (TYP)
^/
SEVEN REINFORCE WITH
CHECK DAM �' ) S150 EC MATTING
♦� ( ) I WITH WEIR lv�� SILT \ STAPLE PATTERN D
WITH 0.6' ORIFICE FOR DEWATERING THE � � (TYP) � � "���,, c�.. \ ��s � . � I
..�
SEDIMENT BASIN DURING CONSTRUCTION. I � I / �5 � / FENCING
. �� ti � 1 I 1
3/8 ...... ,. �S - - .. - : N _ .. / �� ,.,.. (TYP) \ J 30; 277LFFC� 0.79% 15'"'� P 216.22 26.00 LF @ 1.00% 15" RCP L C f
EIR �Q•�_ �$ ��-.....0 DRAINAGE EASEMENJ o�� / 213.84 h� � 10' UTILITYCI 17-43.43 LF @ 0.71% 30" RCP PO 13 FES 9
0�F/ 26.00 LF @ 0. 8% 15"CI
-1NV. 211.20
EASEMENT
DITCH #4 / 213.84 , _ � � � .. . 215.50 "" _ ' 215.80--�_: � � �,CI 8 216.2 CI 7� � . - .. - .. - .. - .. - ..INV:. 2 6.80
�°` .. .. TO BE SEEDED ��� CI 29 - - 215.22 217
N 446,823.461 � l � � � 13.50 �" \ 215.51= �216.85-
WITHIN 7 DAYS / / 118 215 -
E 1,974,300.032 "-"°" U 4 0 50% 18
NC GRID NAD 83 _ _�� - --------------- CL V RCP
CI 14 26.00 LF @ 0.77% 30" RCP�216.0 CI 11 �$
(2011) y N/F � RIP RAP DISSIPATER v A 2
WOODHAVEN PARTNERS, LLC / 0 RIP RAP DISSIPATER 213.59 F @ 0.33% 15" RCP h;� 2 - C W �-
L=3' W=1 3' v .. ��>> 216
L + %�° DB 1240, PG 929 L=9' W=4.5' 10.5' 4514 CI 10 2 a
y /��lr� 1t CI 15 _ l
/ f f D5�8„ DM 12' 3 L' % �,' 9
.. PC 4, SLIDE 4-67, MAP 003 DSo=8" DM�x=12" I/FES 19i /
CLASS B 18" THICK, CI 30 j v. �,' �26.00 LF C� 1.00% 15" RCP
J, CLASS B 18' THICK �f✓� R - 217 RIP RAP DISSIPATER � �� �
�. 212.61 DITCH 2 //j a /l 'ti' SF= .. �. - .. - .. - .. 1/2"
LP # / l L=24' W=9'/27'
. TO REINFORCED WITH �l/'. �- /�!l/�l l OOl OOl OOl OOl 0j-
��� CI 20 213.24 +'/ D5o=10" DMAx=15" 39.23 LF C� 1
NAG S75 EC MATTING 7 // INV: 21 0 1 1
20' DRAINAGE FES1 21 ICI 31 i STAPLE PATTERN D y // // �/ CLASS 1 22.5" THICK 0.51 % 30" RCP
FES 16 . , Co
n 1 RB
25.36 LF C� 0.50% 18'
�``� � � � ,, ,, ♦ O EASEMENT �o �� � � ,/;✓,/fir � �
> www - 2 1/2" I
-, r � cv ERB
pA,F DIVERSION` . - .. , ,�r
OS1> ♦ O/mot J 1
--�� ;�,. �. / BERM fP, ✓ i� :' (� O
1-A / ; S TYP ��1 / ,, '` , 1
1 i
N/F DITCH #3
% %l%%
�,��.. � �"'TO BE SEEDED`',..... � � N F 1
TEMPORARY SKIMMER BASIN 3 J r
MICHAEL HENDRICKS &WIFE, # �7 W00 LLC 1
-o°j I;" HAVEN P PARTNERS, I I
I l
WITHIN 7 DAYS
D A N
00 / v�jr/ n DB 1240, PG 929
KAREN SMITH L=65', W=30', D=3' > _ '� °• % ;
DB 370, PG 432 SIDE SLOPES= 2:1 l !� /
SLIDE 359, MAP 8 TOP OF BASIN: 210.75' RIP RAP ISSIPATER x O. ,,,,. PB 4117, PG 6ryo ' DITCH 6 I` 1 to
BOTTOM OF BASIN: 207.75 L=31 /3 Tll /
"'' RIP RAP DISSIPATER REINFORCED WITH
10' EMERGENCY SPILLWAY: 209.75 ♦ D50=8°'�1�
12" '"" _ SILT FENCE
_ _
INVERT OF SKIMMER: 207.75''`"`, OUTLET S150 EC MATTING
10' B THICKD 8" D -12" s
SIDE SLOPES OF BASIN ARE TO
5D- """- � ,(TYP) STAPLE PATTERN D n SO
(, CLASS3B �18 THICK ASS• �� �T
BE SEEDED WITHIN SEVEN DAYS. O N, is JS_ is + " "' SILT FENCE / 5 i
**ATTACH A 1.5' FAIRCLOTH SKIMMER (OR EQUAL) ♦ �iP iS�,*-- 210 --= ,i O
«,-_ OUTLET O ie 2
/ EIR WITH 0.8' ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
', '"
,'---� T.=`ram-- '�'�.�,-r- . , , " �--ram,.-=-"_"_^"�- '"" Jr 1/2"
,,,,, � •. �-�-�'--_"�..--=-,�.----,--'- � S n ERB ERB "` 1/2"
EROSION CONTROL NOTES SEVEN DAYS, STABILIZE THE STOCKPILES BY CONSTRUCTION ACTIVITIES. CONSTRUCTION SEQUENCE ERBr
VEGETATIVE COVER, TARPS, OR OTHER MEANS. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE TEMPORARY SKIMMER BASIN #2
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR CONTROL EROSION FROM ALL STOCKPILES BY PLACING ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND CHECK DAM L=90', W=40', D=3'
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SILT BARRIERS AROUND THE PILES. TEMPORARY PERFORMING WORK ON THIS PROJECT. HOLD PRE CONSTRUCTION CONFERENCE. /
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP STOCKPILES LOCATED ON PAVED SURFACES MUST BE 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT WITH WEIR SIDE SLOPES= 2:1(TYP) TOP OF BASIN: 212.00'
AND INLET PROTECTION DEVICES WHEN THE STORAGE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER BE CHECKED FOR STABILITY AND OPERATION FOLLOWING FENCE, AND DIVERSION BERMS WHERE SPECIFIED. N F =
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE 3. CONSTRUCT TEMPORARY SKIMMER BASINS. / BOTTOM OF BASIN: 209.00' /
Y M. LOWERY
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE HOURS. LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 4. CLEAR AND GRUB THE SITE AS NEEDED. tACT 2 OF 10' EMERGENCY SPILLWAY: 211.00' / ** ALL STORM PIPE SHALL BE CLASS IV RCP UNLESS Cl)
SEDIMENT POOL NO LONGER DRAINS PROPERLY. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING 1172, PG 261 INVERT OF SKIMMER: 209.00' N/F OTHERWISE NOTED. a
213.292��\
s
213.02
21:
CI 26 (DOUBLE)
LIMITS OF CONSTRUCTION
5/8" (22.9 AC)
ERB
�I0I6c===M
..
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 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.
Fj R„
- J _ 26.00 LF @ •0.50% 18" RCP 10' UTILITY
PO 22 i - - _ EASEMENT
214 SLADE CORNER ROAD CI 23
50' R/W (PUBLIC) \
27
RIP RAP DISSIPATER ~
L=9' W=4.5/10.5'
w D5o=8" DMAx=12"
CLASS B 18" THICK
DITCH #5
TO BE SEEDED 13
WITHIN 7 DAYS
6 �
F.-31.67 LF @ 0.79 QF RCP \
///
-�SF.�
10' UTILITY � � `' FE RIP P R
EASEMENT AP -DISSIPATER
' I co L=9 W=4.5'/10.5'
"F D50-8" DMAx=12"
IN I� CLASS B 18" THICK \
20' DRAINAGE I,
SEDIMENT WILL BE REMOVED FROM BEHIND THE
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
PRACTICES AS DESIGNED.
N/F TO AREAS REMAIN GRASSED.
SIDE SLOPES OF BASIN ARE TO
PERRY M. LOWERY
SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR
AEL IPARRAGUIRf6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
BE SEEDED WITHIN SEVEN DAYS.
TRACT 1 OF
AT THE FENCE. THE SEDIMENT FENCE WILL BE
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES
GRADED SLOPES AND FILLS SHALL BE NO GREATER
TRACT 2 OF 7. INSTALL UTILITIES.
**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
DB 1172, PG 261
REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER.
ON A DAILY BASIS AND REPLACE DETERIORATED,
THAN THE ANGLE THAT CAN BE RETAINED BY
B 969, PG 190 8• INSTALL INLET PROTECTION ON ALL NEW STORM WATER
WITH 1.1" ORIFICE FOR DEWATERING THE
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
DAMAGED, OR ROTTED EROSION CONTROL DEVICES
VEGETATIVE COVER OR OTHER ADEQUATE EROSION
INLETS.
SEDIMENT BASIN DURING CONSTRUCTION.
PERMANENT FACILITIES INTENDED TO CONTROL EROSION
IMMEDIATELY.
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
9. PERFORM FINE GRADING.
OF AND EARTH DISTURBANCE OPERATION SHALL BE
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL
SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
10. INSTALL AND PREPARE BASE COURSE.
INSTALLED BEFORE ANY EARTH DISTURBANCE
DENUDED AREAS WHICH HAVE BEEN FINISH GRADED,
AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
11. PAVE ROADWAYS AND PARKING LOTS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
OPERATIONS TAKE PLACE OR AT THE EARLIEST
POSSIBLE POINT DURING CONSTRUCTION.
BUILDING CONSTRUCTION OPERATIONS ARE NOT
TEMPORARY OR PERMANENT GROUND COVER, DEVICES
AREAS.
3. TEMPORARY & PERMANENT EROSION CONTROL
ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
•
MEASURES SHALL BE CONSTRUCTED PER THE DETAILS
WIND AND RUNNING WATER WITHIN 14 DAYS. USE
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
REMOVE ALL TEMPORARY MEASURES.
HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE
SEEDING AND MULCHING, EROSION CONTROL MATTING,
PERMANENT GROUND COVER SUFFICIENT TO RETAIN
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
/
WITH THE NORTH CAROLINA EROSION AND SEDIMENT
AND/OR SODDING AND STAKING IN GREEN SPACE
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
r
GRAPHIC SCALE
CONTROL PLANNING AND DESIGN MANUAL.
AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
AREAS WITHIN 90 CALENDAR DAYS FOLLOWING
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
/
NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO
BEGINNING ANY LAND DISTURBING ACTIVITIES.
PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL
EROSION CONTROL MEASURES SHOWN AND ANY
Know what's below.
60 0 30 60 120
910-433-3300
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
ADDITIONAL MEASURES REQUIRED TO CONTROL THE
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
SEDIMENT DURING THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
/
Call before you dig.
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
IN FEET
( )
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY
APPROVE THE ACTION PRIOR TO REMOVAL.
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
BASIS WHEN TRACKING OCCURS.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
HEREIN.
I inch = 60 ft.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50)
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES
1/2"
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
ACTIVITY.
THAT ARISE ON SITE IS STEVE PHILLIPS. CONTACT
ERB
DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN
11. THE INSTALLATION OF EROSION CONTROL MEASURES
910-638-6102.
SHALL TAKE PRECEDENCE OVER ALL OTHER
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
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41111D61N
olutuona
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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
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CARO
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027
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REVISIONS
PROJECT NAME
WOODHAVEN
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1721
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-3mO

LEGEND:
"'Z ECM -EXISTING CONCRETE MONUMENT
EIP O EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
a COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
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OVERHEAD UTILITY
- - WETLANDS
X FENCE LINE
TREE LINE
VICINITY MAP
NOT TO SCALE
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TERESA M. KELTON
TRACT 1 OF
DB 932, PG 879
DB 128, PG 59
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E 1,974,300.032
NC GRID NAD 83
(2011)
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DRAINAGE AREA
240
11
IIII
solutions
D Is im t e
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOODHAVEN
SUBDIVISION
DRAINAGE
AREAS
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1721
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-3m