SW6201202_Plan (Grading)_20210325

R
0
m
(n
m
z SITE
HOPE
- H1vY DR.
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP O° EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
O COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
OVERHEAD UTILITY
X FENCE LINE
TREE LINE
145 MAJOR CONTOUR
141 MINOR CONTOUR
x 140.47' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
C• GUY WIRE
WV
D4 WATER VALVE
FIRE HYDRANT
HARDWOOD TREE
0 ASPHALT
0 BUILDINGS
PROPOSED EASEMENT
— roc— roc— LIMITS OF CONSTRUCTION
— sF — sF — SILT FENCE LINE
— JN — JN — JUTE NETTING
0INLET PROTECTION
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES 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.
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.
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)
_ I 4_
PP
1 f 3�� I N/F \` t \
ROBERT EARL WILBOURNEI N/F I TBM �5�
N/F & WIFE, SHARON RENEE COLLIER 4D DISK #1 ,,
I ROBERT EARL WILBOURNE & WIFE, I LOIS ANN WI
1 2 E60URNE I DB 5767, PG 783 I N/F I i N 482,533.399 N/F
LOIS ANN WILBOURNE DB 8376, PG 59 PB 102, PG 42 SONYA AUTRY MOZINGO i E 2,089,546.237 HELEN C. AUTRY
ERB DB 8376, PG 57 PB 112, PG 169 I TRACT TWO OF ELEV 140.92 DB 10644, PG 546
PB 112, PG 169 I DB 10443, PG 298 I NCGRID NAD 83 PB 98, PG 105
PB 102, PG 42 1 (2011)
ECM 1 /2" 1 /2 1 /2" J ) ■ N AVD 88
N 482,546.162 - ERB
W W I 133 1— 1 4■— • 1 135 ERB LECM�
E 2,087,888.145 W W W l W-�� Y W, , W 34 136 136 t� U ECM EIP
NC GRID NAD 83 W W W W *Y * W W W W w w * M O y` _
(2011) W Y W W W W W W * W W W `Y �
CA1
CD !1\/ ^\ 18
W W W W W W W W LOC ` �, �� \ r 8 (CD 16
P,
W W W W 0�
W W / 136 38
�138 ■ 139 00+-14038 1• 01 140 01 _ 00140 001 001 001
13(3 FAITHWILL COURTo — 139 13 142—
�� 50' PUBLIC R/W 140 �140 140
140
140 _
N/F
ERNEST A. BUNCE, JR.
DB 2315, PG 329 23 24 25 r o 26 I
17 0
w •�, I w I CA2 I -Tlao
0
OJ I
ECM
A,;
JERRY SAMUEL COLLIER & WIFE,
LOIS R. COLLIER
DB 5388, PG 133
PB 124, PG 178
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
EROSION CONTROL NOTES
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
1.
ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
CONTROL MATTING, AND/OR SODDING AND STAKING IN
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
WITH THE APPROVED EROSION AND SEDIMENTATION
AND INLET PROTECTION DEVICES WHEN THE STORAGE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
AREAS TO BE PAVED.
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
APPROVE THE ACTION PRIOR TO REMOVAL.
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
PROPER BARRIER.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
HAS BEEN COMPLETED
2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
ACTIVITY.
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
OR AT THE EARLIEST POSSIBLE POINT DURING
ACTIVITIES.
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
CONSTRUCTION.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
PERFORMING WORK ON THIS PROJECT.
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
DESIGN MANUAL.
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
OPERATION.
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
LAND DISTURBING ACTIVITIES. 910-433-3300
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
DURING AND AFTER GRADING BY THE CONTRACTOR TO
5.
REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
OTHER ADEQUATE EROSION CONTROL DEVICES OR
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
WHEN TRACKING OCCURS.
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
6.
LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
BY SILT FENCE.
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
OR OTHER MEANS. CONTROL EROSION FROM ALL
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
IN PROGRESS.
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
MUST BE NO LESS THAN FIVE FEET FROM THE
90 CALENDAR DAYS FOLLOWING COMPLETION OF
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
CONSTRUCTION OR DEVELOPMENT.
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
MORE THAN 24 HOURS.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
7.
MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
THE COURSE OF CONSTRUCTION.
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
TO IMPLEMENTATION OF THE CHANGE.
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
HEREIN.
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
8.
TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
SUBSTITUTE.
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
1 /2"
O ERB
I
I
I
I
I
EIP I WITH 1 /2" ERB
f 7 1
N/F
SONYA AUTRY MOZINGO
TRACT ONE OF
DB 10443, PG 298
PB 98, PG 105
a
15 4 14
�f\l
1
\ 14S
001 001
ER�v,s =145'�
140 140
_142. JAMES ALLEN LA
50' PUBLIC R/W
14 140
O
2" EIP 5/g
(LAID OVER) ERB N/F 1/2
1 M ROY S. ROBI/SON & WIFE, I ROY STEPHEN ROBINSON ERB
D CYNTHIA F. ROBINSON &WIFE,
I1" DB 8912, PG 439 CYNTHIA FLOYD ROBINSON I
MJEIP TRACT ONE OF
� — I —DB 10477_PG 724
o N/F
M
ROY STEPHEN ROBINSON
m& WI FE, I
in Z CYNTHIA FLOYD ROBINSON
TRACT TWO OF
Q DB 10477, PG 724
�1 2
ERB
U) 1 /2„ —
�[J ■ ERB
I
N
O�
■
I
■
■
I
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1. 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
�3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
I
2" EIP
WITH NAIL
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
_ -J.V L_7._0 Z
146 — .DO]
<145 <146
0 1 0
313;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
�0�
1/2„
ERB
I
�3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
I
I
N 482,445.551
E 2,091,352.546
ECM NC GRID NAD 8
(2011)
ECM 11E/RB
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET )
1 inch = 120 ft.
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4Dsite
solutions
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
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
m
5lour
Construction
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1691
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE RELEASED
MARCH 25, 2021
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

ECM I?S
IN482,546.162
E 2,087,888.145
INC GRID NAD 83
(2011)
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES 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.
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.
VICINITY MAP _
NOT TO SCALE-
1/2" �
ERB I
(ly }- RIP RAP DISSIPATER
l W=1'/3'
Dao=8" DwAx--12" 1 /2"
001 001 CLASS B 18" THICK ERB
,L LV- 4, 133
LOC .LQC - tDC__ 0 134 . 134 - 134
3 ;
N /F
ROBERT EARL WILBOURNE & WIFE,
LOIS ANN WILBOURNE
DB 8376, PG 57
PB 112, PG 169
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)
I
TEMPORARY SKIMMER BASIN #1I
lW=30', D=3'
SIDE SLOPES= 2:1
TOP OF BASIN: 137.20'
BOTTOM OF BASIN: 134.20'
10' EMERGENCY SPILLWAY: 136.20'
INVERT OF SKIMMER: 135.20'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
WITH 0.9" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
1 /2"
ERB
r' 4
N /F
ROBERT EARL WILBOURNE
& WI FE,
LOIS ANN WILBOURNE
DB 8376, PG 59
PB 112, PG 169
DITCH #7 ` 136 O
TO BE SEEDED M
WITHIN 7 DAYS I
OU
J
SOIL CA1 I
ELEGEND: STOCKPILE If Jp�
ECM -EXISTING CONCRETE MONUMENT AREA f
ERBOO EIP-EXISTING IRON PIPE O ERB-EXISTING REBAR LOC LOC LOC�� \
�, �, �, �, �, \; pC 7��
o COMPUTED POINT
N/F NOW OR FORMERLY � � � � 4# G
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE / SILT FENCE p
TIE LINE , OG (TYP)
RIGHT-OF-WAY
- - - - -SETBACK LINE /
OVERHEAD UTILITY _ , oc, 13
X FENCE LINE
TREE LINE
/ O o
145 MAJOR CONTOUR
141 MINOR CONTOUR \%
x 140.47' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
C- GUY WIREWV N F \
N WATER VALVE ERNEST A. BUNCE, JR.
FIRE HYDRANT DB 2315, PG 329 \
HARDWOOD TREE
ASPHALT l
0 BUILDINGS
PROPOSED EASEMENT 7
- Loc Loc- LIMITS OF CONSTRUCTION
- SF SF - SILT FENCE LINE
- iN iN - JUTE NETTING
0INLET PROTECTION
001
Sot
I O pN
I N
I
-
` 3 �
N/F 00 PIP�
I SHARON RENEE COLLIER I z
DB 5767, PG 783
PB I 102, PG 42
c�
U
z
I I N /F
I SONYA AUTRY MOZINGO
I TRACT TWO OF
DB 10443, PG 298
IPB 102, PG 42
ERB �QO
` ECM1
L � �
� J
20 �
c�
\ 140,
� 1
LIMITSB F CONSTRUCTION
(7.53 AC)
DITCH #1
L�N
SEEDED
� 7 DAYS 0 l
001---1- .. -OOH-
138 - 139 _ _
FAITHWILL COURT CA40
50' PUBLIC R/W
138 �
WITHIN DITCH #4 _
^^ TO IN SEEDED
7 DAYS
A39
ECM \
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
EROSION CONTROL NOTES
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
1.
ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
CONTROL MATTING, AND/OR SODDING AND STAKING IN
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
WITH THE APPROVED EROSION AND SEDIMENTATION
AND INLET PROTECTION DEVICES WHEN THE STORAGE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
AREAS TO BE PAVED.
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE -
- DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
FINAL STABILIZATION AND PERMANENT VEGETATION HAS -
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
-�
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
APPROVE THE ACTION PRIOR TO REMOVAL.
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
PROPER BARRIER.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
HAS BEEN COMPLETED
2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
ACTIVITY.
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
OR AT THE EARLIEST POSSIBLE POINT DURING
ACTIVITIES.
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
CONSTRUCTION.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
\
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
PERFORMING WORK ON THIS PROJECT.
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
NOTIFICATION OF COMBINED SELF -MONITORING AND
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
DESIGN MANUAL.
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
SELF -INSPECTION FORM:
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
OPERATION.
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
LAND DISTURBING ACTIVITIES. 910-433-3300
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
DURING AND AFTER GRADING BY THE CONTRACTOR TO
5.
REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
OTHER ADEQUATE EROSION CONTROL DEVICES OR
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
WHEN TRACKING OCCURS.
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
6.
LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
BY SILT FENCE.
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
OR OTHER MEANS. CONTROL EROSION FROM ALL
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
IN PROGRESS.
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
MUST BE NO LESS THAN FIVE FEET FROM THE
90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
CONSTRUCTION OR DEVELOPMENT.
SELF -INSPECTION REPORT IS THE INSTALLATION AND
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
MORE THAN 24 HOURS.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
7.
MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
C3.1
�+
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
C3.2
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
THE COURSE OF CONSTRUCTION.
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
TO IMPLEMENTATION OF THE CHANGE.
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
HEREIN.
SHEET KEY
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
8.
TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
SUBSTITUTE.
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
433-3300.
140
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n TEMPORARY SKIMMER BASIN #2 1
I I L=60', W=30', D=3' o M 3
SIDE SLOPES= 2:1 I
TOP OF BASIN: 139.00'
o BOTTOM OF BASIN: 136.00' 07 Z
10' EMERGENCY SPILLWAY: 138.00' cr-i
INVERT OF SKIMMER: 137.00' OD
OC_ SIDE SLOPES OF BASIN ARE TO g p
BE SEEDED WITHIN SEVEN DAYS.
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) Cn
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WITH 0.8" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION. 00
RIP RAP DISSIPATER
L=3' W=1'/3'
D5o=8" DrAx=12"
CLASS B 18" THICK
A
JERRY SAMUEL COLLIER & WIFE,
LOIS R. COLLIER
DB 5388, PG 133
PB 124, PG 178
Know what's below.
Call before you dig.
60
N
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2" EIP 5/8"
(LAID OVER) ERB
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GRAPHIC SCALE
0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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1114110
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REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
- ConstructioLff
n
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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-3ol

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N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
oPa
- TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
OVERHEAD UTILITY
X FENCE LINE 1/2"
ERB
-" �1ANY D TREE LINE 0
145 MAJOR CONTOUR
NORTH 141 MINOR CONTOUR
��Lx 140.47' SPOT ELEVATION I
BENCHMARK
VICINITY MAP PP• UTILITY POLE I
C GUY WIRE
NOT TO SCALE N WATER VALVE I
TB M
4D DISK #1
N 482,533.399
E 2,089,546.237
ELEV 140.92
NCGRID NAD 83
(2011)
NAVD 88
2"
EIP
FIRE HYDRANT
HARDWOOD TREE I
�1 ASPHALT
5 BUILDINGS
N/F PROPOSED EASEMENT I
HELEN C. AUTRY - HOC- HOC- LIMITS OF CONSTRUCTION 1
DB 10644, PG 546 - SF- SF- SILT FENCE LINE I
PB 98, PG 105
- JN - JN - JUTE NETTING
0INLET PROTECTION I 1
I 1
I
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11/2" ERB
1 INLET
TEMPORARY PROTECTION , CHECK DAM CONSTRUCTION (TYP)
ENTRANCE WITH WEIR
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GRADING NOTES EROSION CONTROL NOTES
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A AND INLET PROTECTION DEVICES WHEN THE STORAGE
CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
STEEPER THAN 5%. WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
PROPER BARRIER.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL
BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
EXISTING GROUND HAS BEEN COMPLETED AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
OWNER TO PROTECT ADJACENT PROPERTY THE PUBLIC AND UTILITIES
DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY CONSTRUCTION.
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES
WHETHER SHOWN OR NOT ON THE PLAN SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW DESIGN MANUAL.
GROUND SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
CAUSED BY HIS OPERATION. LAND DISTURBING ACTIVITIES. 910-433-3300
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE WHEN TRACKING OCCURS.
NOTIFIED. 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
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. 7 i
0. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN-�
A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL N/F
DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE SONYA AUTRY MOZINGO
CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TRACT ONE OF
DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. DB 10443, PG 298
1. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE PB 98, PG 105
REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF
THE CHANGE.
2. 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.
,I
1
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
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
I
2" EIP
WITH NAIL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
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
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
15
1. • 14 13 12
O1 LIMITS OF CONSTRUCTION
001 SF 001 SF DITCH #10
Ol SF 001 SgkiEW;94
TO BE SEEDED(7.53 AC)
�`145
001WITHIN 7 DAYSSF �01 00 001 001-.-..-SF 001001001 001 001
_ LSI LOCS LOCSF LOCSF L CS_ LOCSF �LOCSF LOX -LOCSF�
rDw--8"
P RAP DISSIPATER
=9' W=4.5'/10.5'
DNAx=12" \
rz1 to JN CLASS B 18" THICK
I
PERMANENT INFILTRATION BASIN
m g W1 I HIGH WATER: 138.77' (10 YR) INFILTRATION BASIN IS PROVIDED TO MEET
M r O c� TOP OF BASIN: 140.50' DRAINAGE NEEDS OF THE DEVELOPMENT BUT IS
on CA2 INVERT OF BASIN: 135.50' NOT REQUIRED PER STATE POST -CONSTRUCTION
= cn W ASSUMED INFILTRATION RATE: -1.0 IN/HR
STORMWATER RULES. THE BASIN WILL NOT BE
m T' `° I SHWT: LINK REVIEWED BY NCDEQ AND DOES NOT NEED TO
M I A CONFORM TO STANDARDS PROVIDED IN MDC
n r0 � A INFILTRATION BASIN TO BE USED AS A
MANUAL.
I n TEMPORARY BASIN THROUGH CONSTRUCTION THEN
CONVERTED TO AN INFILTRATION BASIN UPON
JN STABILIZATION OF THE SITE.
SILT FENCE *DO NOT COMPACT THE BOTTOM OF THE BASIN.
(TYP) EXCAVATE TO A DEPTH OF 137.25' FOR THE NO MECHANICAL EQUIPMENT SHALL BE USED
0 TEMPORARY BASIN. AFTER SITE IS STABILIZED ALONG BASIN BOTTOM.
n EXCAVATE TO ELEV: 135.50' AND CONVERT THE **SIDE SLOPES OF BASIN ARE 2:1 FROM THE
�cn TOP OF BASIN TO THE INVERT OF THE BASIN &
F THE INFILTRATION BASIN. TEMPORARY BASIN THE FINAL DESIGN FOR ARE TO BE SEEDED WITHIN 7 DAYS.
*BASIN TO BE DEWATERED USING SILT BAG &
JAMES ALLEN LANE_ 143
50' PUBLIC R/W \
41
LOC F LOF
PUMP IF WATER REMAINS IN BASIN FOR MORE 1/2"
THAN 3 DAYS. ERB
N/F N/F
ROY S. ROBINSON & WIFE, I ROY STEPHEN ROBINSON I
CYNTHIA F. ROBINSON & WIFE,
DB 8912, PG 439 CYNTHIA FLOYD ROBINSON
I TRACT ONE OF I
1„ DB 10477, PG 724
EIP
I
I
N/F IROY STEPHEN ROBINSON
& WI FE,
CYNTHIA FLOYD ROBINSON I
TRACT TWO OF
DB 10477, PG 724
GROUND STABILIZATION CHART
- -CONSTRUCTION SEQUENCE
1/2"
ERB 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES 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.
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.
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
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
144
145
146
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
lam_ �1
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
144
SS ..-..-..-..-sg..-..-5. --
LO�F LOCF LO�F LOCF LOGS DITCH #9 - SF - . 14sF .. - .. -F 145E.. - ..
TO BE SEEDED -DC LOOS LOCS LOOS LOOS LOCSF LOG'
WITHIN 7 DAYS
O O
O O
O
3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
3B
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
I
I
IN 412,445.5
E 2091,352.
NC GRID NAD
ECM_[ (2011)
D� 1p6
141
147.48�j
\\`146
0
ECM I1/2"
ERB
3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
1
11
IIII
solutions
Dsimte
e�ivil 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
\1�`►►ICAR1 '��i
SEA
0274
�07 T
�I/111111111►���
REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
PROJECT NUMBER: 1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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
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
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
I
2" EIP
WITH NAIL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
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
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
15
1. • 14 13 12
O1 LIMITS OF CONSTRUCTION
001 SF 001 SF DITCH #10
Ol SF 001 SgkiEW;94
TO BE SEEDED(7.53 AC)
�`145
001WITHIN 7 DAYSSF �01 00 001 001-.-..-SF 001001001 001 001
_ LSI LOCS LOCSF LOCSF L CS_ LOCSF �LOCSF LOX -LOCSF�
rDw--8"
P RAP DISSIPATER
=9' W=4.5'/10.5'
DNAx=12" \
rz1 to JN CLASS B 18" THICK
I
PERMANENT INFILTRATION BASIN
m g W1 I HIGH WATER: 138.77' (10 YR) INFILTRATION BASIN IS PROVIDED TO MEET
M r O c� TOP OF BASIN: 140.50' DRAINAGE NEEDS OF THE DEVELOPMENT BUT IS
on CA2 INVERT OF BASIN: 135.50' NOT REQUIRED PER STATE POST -CONSTRUCTION
= cn W ASSUMED INFILTRATION RATE: -1.0 IN/HR
STORMWATER RULES. THE BASIN WILL NOT BE
m T' `° I SHWT: LINK REVIEWED BY NCDEQ AND DOES NOT NEED TO
M I A CONFORM TO STANDARDS PROVIDED IN MDC
n r0 � A INFILTRATION BASIN TO BE USED AS A
MANUAL.
I n TEMPORARY BASIN THROUGH CONSTRUCTION THEN
CONVERTED TO AN INFILTRATION BASIN UPON
JN STABILIZATION OF THE SITE.
SILT FENCE *DO NOT COMPACT THE BOTTOM OF THE BASIN.
(TYP) EXCAVATE TO A DEPTH OF 137.25' FOR THE NO MECHANICAL EQUIPMENT SHALL BE USED
0 TEMPORARY BASIN. AFTER SITE IS STABILIZED ALONG BASIN BOTTOM.
n EXCAVATE TO ELEV: 135.50' AND CONVERT THE **SIDE SLOPES OF BASIN ARE 2:1 FROM THE
�cn TOP OF BASIN TO THE INVERT OF THE BASIN &
F THE INFILTRATION BASIN. TEMPORARY BASIN THE FINAL DESIGN FOR ARE TO BE SEEDED WITHIN 7 DAYS.
*BASIN TO BE DEWATERED USING SILT BAG &
JAMES ALLEN LANE_ 143
50' PUBLIC R/W \
41
LOC F LOF
PUMP IF WATER REMAINS IN BASIN FOR MORE 1/2"
THAN 3 DAYS. ERB
N/F N/F
ROY S. ROBINSON & WIFE, I ROY STEPHEN ROBINSON I
CYNTHIA F. ROBINSON & WIFE,
DB 8912, PG 439 CYNTHIA FLOYD ROBINSON
I TRACT ONE OF I
1„ DB 10477, PG 724
EIP
I
I
N/F IROY STEPHEN ROBINSON
& WI FE,
CYNTHIA FLOYD ROBINSON I
TRACT TWO OF
DB 10477, PG 724
GROUND STABILIZATION CHART
- -CONSTRUCTION SEQUENCE
1/2"
ERB 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES 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.
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.
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
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
144
145
146
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
lam_ �1
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
144
SS ..-..-..-..-sg..-..-5. --
LO�F LOCF LO�F LOCF LOGS DITCH #9 - SF - . 14sF .. - .. -F 145E.. - ..
TO BE SEEDED -DC LOOS LOCS LOOS LOOS LOCSF LOG'
WITHIN 7 DAYS
O O
O O
O
3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
3B
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
I
I
IN 412,445.5
E 2091,352.
NC GRID NAD
ECM_[ (2011)
D� 1p6
141
147.48�j
\\`146
0
ECM I1/2"
ERB
3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
1
11
IIII
solutions
Dsimte
e�ivil 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
\1�`►►ICAR1 '��i
SEA
0274
�07 T
�I/111111111►���
REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
PROJECT NUMBER: 1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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
JAMES ALLEN LANE_ 143
50' PUBLIC R/W \
41
LOC F LOF
PUMP IF WATER REMAINS IN BASIN FOR MORE 1/2"
THAN 3 DAYS. ERB
N/F N/F
ROY S. ROBINSON & WIFE, I ROY STEPHEN ROBINSON I
CYNTHIA F. ROBINSON & WIFE,
DB 8912, PG 439 CYNTHIA FLOYD ROBINSON
I TRACT ONE OF I
1„ DB 10477, PG 724
EIP
I
I
N/F IROY STEPHEN ROBINSON
& WI FE,
CYNTHIA FLOYD ROBINSON I
TRACT TWO OF
DB 10477, PG 724
GROUND STABILIZATION CHART
- -CONSTRUCTION SEQUENCE
1/2"
ERB 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES 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.
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.
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
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
144
145
146
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
lam_ �1
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
144
SS ..-..-..-..-sg..-..-5. --
LO�F LOCF LO�F LOCF LOGS DITCH #9 - SF - . 14sF .. - .. -F 145E.. - ..
TO BE SEEDED -DC LOOS LOCS LOOS LOOS LOCSF LOG'
WITHIN 7 DAYS
O O
O O
O
3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
3B
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
I
I
IN 412,445.5
E 2091,352.
NC GRID NAD
ECM_[ (2011)
D� 1p6
141
147.48�j
\\`146
0
ECM I1/2"
ERB
3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
1
11
IIII
solutions
Dsimte
e�ivil 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
\1�`►►ICAR1 '��i
SEA
0274
�07 T
�I/111111111►���
REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
PROJECT NUMBER: 1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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
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
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
144
145
146
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
lam_ �1
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
144
SS ..-..-..-..-sg..-..-5. --
LO�F LOCF LO�F LOCF LOGS DITCH #9 - SF - . 14sF .. - .. -F 145E.. - ..
TO BE SEEDED -DC LOOS LOCS LOOS LOOS LOCSF LOG'
WITHIN 7 DAYS
O O
O O
O
3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
3B
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
I
I
IN 412,445.5
E 2091,352.
NC GRID NAD
ECM_[ (2011)
D� 1p6
141
147.48�j
\\`146
0
ECM I1/2"
ERB
3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
1
11
IIII
solutions
Dsimte
e�ivil 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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SEA
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REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
PROJECT NUMBER: 1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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
144
145
146
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
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
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
lam_ �1
9
N/F
BRIAN E. SHIREY,
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
144
SS ..-..-..-..-sg..-..-5. --
LO�F LOCF LO�F LOCF LOGS DITCH #9 - SF - . 14sF .. - .. -F 145E.. - ..
TO BE SEEDED -DC LOOS LOCS LOOS LOOS LOCSF LOG'
WITHIN 7 DAYS
O O
O O
O
3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
3B
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
Know what's below.
Call before you dig.
I
I
IN 412,445.5
E 2091,352.
NC GRID NAD
ECM_[ (2011)
D� 1p6
141
147.48�j
\\`146
0
ECM I1/2"
ERB
3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
1
11
IIII
solutions
Dsimte
e�ivil 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
\1�`►►ICAR1 '��i
SEA
0274
�07 T
�I/111111111►���
REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
PROJECT NUMBER: 1691
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
MARCH 25, 2021
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