SW6211002_Plansheet C-3.1 - Grading/Drainage Plan_20220810

-
TEMPORARY
CONSTRUCTION
PHILL/Pi
1406
ENTRANCE -
�/422
CHURCH
' SR
SR RD
%
s ROAD
ROCK6R
NORTH
VICINITY MAP
',
NOT TO SCALE
"_�--�"
.50 CALIBER
J
BARREL
LEGEND:
-
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
I
EIR OO EIR-EXISTING IRON ROD 26.44 LF @ 3.52% 15" RCP
o
EPKO EPK-EXISTING PK NAIL INV IN 180.28
ERBO ERB-EXISTING REBAR INV OUT 179.35 I
SRBO LIMITS OF CONSTRUCTION ARE OUTSIDE
SRB-SET REBAR OF THE R/W AND WILL REQUIRE A PERMISSION
o COMPUTED POINT TO GRADE LETTER FROM THE LAND OWNER.
C
N/F - NOW OR FORMERLY DRIVEWAY TIE IS SHOWN USING A 16% GRADE. \
THE PRIVATE DRIVEWAY MODIFICATION SHALL BE
R/W - RIGHT OF WAY
APPROVED BY THE LAND OWNER PRIOR TO CONSTRUCTION
0p�--
PROPERTY LINE
ADJACENT PROPERTY LINE
-- RIGHT-OF-WAY
N
- - - - -SETBACK LINE
OVERHEAD UTILITY
- - WETLANDS
X FENCE LINE N/F
TREE LINE WILBERT JULIAN BAREFOOT
I
LOC LIMITS OF CONSTRUCTION DB 329, PG 502
SF SILT FENCE LINE
JN JUTE NETTING
�/ I
DIV DIVERSION BERM
SKIMMER
pp UTILITY POLE
GUY WIRE
50 CALIBER
❑❑ WATER METER
BARREL
ASPHALT
EXISTING
AXLE
CONCRETE
0 WETLANDS
® BUILDINGS
= EROSION CONTROL MATTING
QCHECK DAM WITH WEIR
OINLET PROTECTION
GRADING NOTES
1. ALL DRAINAGE OUTSIDE OF THE NCDOT RIGHT-OF-WAY
SHALL BE MAINTAINED BY THE DEVELOPMENT HOA.
2. DI 17 & DI 11 ARE IN THE BOTTOM OF A SWALE AND
SHALL BE 2GI'S WITH NARROW SLOT GRATES. SEE SHT.
C-6.8 FOR NCDOT STANDARD DRAWINGS 840.19 & 840.24
3. 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.
4. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
2"
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
EIF
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
5. 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
10,E
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
6. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE N
N/F
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
J & K GENERAL
/ c?
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND CONTRACTORS, INC.
/
HAS BEEN COMPLETED DB 1374, PG 252
Iy
/
7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE P74.96 LF @ 1.09% 18"
RCP
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT INV IN 174.23
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING INV OUT 173.41 /
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
/2 ^
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
ERB /
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE 1 9
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE N/F
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS J & K GENERAL /
OPERATION. CONTRACTORS, INC.
9. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DB 1374, PG 252
DURING AND AFTER GRADING BY THE CONTRACTOR TO PB 4162, PG 6
) '
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. 36.09 LF @ 0.96% 18" CLASS V RCP
10. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT INV IN 172.61
INV OUT 172.26
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE. ��
"71,
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
5 EMERGENCY SPILLWAY: 171.00 NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
m 23.03 LF C� 0.74% 18" RCP v.0'k, STP.PAT.D HEREIN.
Cl I SIDE SLOPES OF BASIN ARE TO
.t .t .1• .1• .1• .1• .t 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
I _W .� 1 . \BE SEEDED WITHIN SEVEN DAYS. I ARISE ON SITE IS DAN FARRELL. CONTACT 910-684-0648.
10 2014 5 AC 17 19 \ �. `• `�O. \ 30� / p M
1 z O I 10,470 S \\ 1 L -�-� 3Q� L L L L L L
f '
r 1 CI 9 O 170.50 0.24 AC i \ �� SILT FENCE I l
/ DI-17 y CI 10 168.20- OUTLET (TYP) I o�
-- DITCH #2 TST#2 \
173.77
16.01 LF @ 1.25% 15" RCP � ` � _ - z = 1-1 �
ALL DITCHES ARE TO HAVE THE MATTING 11/ 11/ '
26.00 LF @1.00% 18" RCP / / 23 12 LF @1 00% 18 P _ DIVERSION BERM TO BE INSTALLED IMMEDIATELY UPON CONSTRUCTION\"'
r/ NAG S75 10/L *--,-SEEDED WITHIN 7 DAYS `2O• e 14/ 14/ 14/
12 / STP.PAT.D i (TYP) .1 .1
13,912 S / / I ` ; .1130' VEGETATIVE BUFFER L0• 11r 11r `11, ♦ \ \\ \
0.32 AC 1 23 11, 11, 11, 11, 1 INACCESSIBLE AREA \
/ FROM TOP OF BANK 0
/ 22 I m DUET 00 FLOODING
175.00 � 20 �p �/L 21 11,381 F \ 16j
\ ` 6' 175.35 r O 10,500 F 0.26 A \ �' - `%0 1 Y o I
14,366 S,F 1Q500 S 0.24 A \� - __ ° rq L+ `1' `1' `1'
\ 0.33'4C 0.24 A 6 16g
` r 11i 11i 11i 11i 11i /2,,, ♦ ♦(O
/ l / 0.a� :yam y L°B y ERB
� / �p o 168.58.50 \
lk0� 11, \ f 1 \l/ \l/ \l/ \l/ \l/ \1/
175.12
SF
UTILITY EASEMENT16
- \L> �� \fie` �\ \ \ '♦°0y���O
_ - - 169.34 dddd \
11. APPROVED COPIES OF THE GRADING AND EROSION CONTROL 1ERe / ; /; , ( 174.89 168.02CI 3 12.00 LF @ 1.00% 15" RCP
PLANS SHALL BE ON THE PERMITTED SITE WHILE R}� IS \
IN PROGRESS. i ;%„�* / \ 115 AINSDALE WARREN COURT 169.34 1 ..- 31.01 LF C� 1.61% 15" RCP
9 CI 1 ,%,_
..
%* , 11 W (PUBLIC) 110 �6 164.23 20.61ACF
12. ALL EXISTING DRAINAGE COURSES THROUGH THIS SIiE ALL DITCHES ARE TO HAVE THE MATTING O 50' R/ ( CI 2 i i 'r''� \ \
SHALL REMAIN IN A CONDITION SUCH THAT THEY GIGS STALLED IMMEDIATELY UPON CONSTRUCTION n, 7/.PO__16y�,- NAG S75 11�
TRANSPORT THE NATURAL DRAINAGE UNTIL PA&ILIKTINHL / „� 12,431 SF O / INACCESSIBLE AREA
lii - 168.51 12.00 LF @ 1.00% 15 RCP - STP.PAT.D S C' DUE TO FLOODING
HANDLE THE STORM WATER ARE CONSTRU TRACTORS, INC. / 0.29 AC - `'- ��
CONTRACTOR SHALL BE RESPONSIBLE FOR ARY13AMAIM 252 / 's:kL ' UTILITY EASEMENT - . - - // �\� DITCH #6
175 10' IT .. - - \ RIP RAP DISSIPATER=
DUE TO OBSTRUCTING NATURAL DRAINAGE PR>73Tf 188, PG 6 / _ - - _ - - - / CO
, , - \ \ T
I� 715� ANY DEVIATION FROM THE APPROVED GRADING PLAN D8�„ 0� 2„ ' �`L- ='�� , '- o ,n��p� �T °�
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR / I - TO IMPLEMENTATION OF THE CHANGE. CLASS B 18" THICK
N/F14. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR - - `,��4 , 10,640 4 ACO
F 169 2 C
& K GENEV6RE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 / 9 1� h
\ O 1 VM N E' \
TRACTORS
�TORARY EROSION CONTROL BLANKET ORE UAL � ^ 0
o �62.00
^ s
1374 PG / 24,760 SF ::::`::::::::::....
�STITUTE. a • 12,729 SF _
O -
/ O
B 41621EPGSfORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF / 1"�EIP 0.29 0.57AC �t.......................:.:�g9:::::`..7 r .............
WITH 13,501
THE B�FOB�LL�TRUCTURES UNLESS OTHERWISE NOTED. / --. ❑:: �,
1 " ERB 2 . `.. 6 '(i(i(i(i( .i:" .'':1: j:'1:i(r.:...
5..............
f:a:::::::
/ \ 3/4" CHECK DAM 12,119 SF O O...................I DISSIPATER
L RIP RAP DISSIP T
/ EIP WITH WEIR 0.28 AC 10.26 AC / 3 ;'::::::::::.:: F::::::::-: = W=1/3.
NAG S75 12,244 SF 11,853 SF L 3'
/ \ .DITCH #1 - , (T) STP.PAT.D 0.28 AC / 10, 2 SF NAG S75 _1i - - - -_ -- - --- p4" pMA:=g"
0.27 AC / 0 5 AC STP.PAT.D ^ r
\ I I -o - - CLASS B 12" THICK
too1R FLD
00,
IP \ \ `7;�
7 - - - - RIPS P DISSIPATER- TEMPORARY SKIMMER BASIN #1
_ -- -- -_" D 12" D -14" L 145', W-60', D 2'
�FE ---- CLASS B 12" THICK SIDE SLOPES= 2:1
Know what's below. \ FR - -__'� _--_ _----- -_--_--_---== -- - __- _ _ -- - _ -
I60,
o'= = - --- ----- -----=------- =1 7 _ _ -- _ TOP OF BASIN: 166.00'
C111 before you dig. I _ _ ___ _ -
- -� � - ,- BOTTOM OF BASIN: 163.00'
Y 16a - ____ _ _ _ N/F 5' EMERGENCY SPILLWAY: 165.00'
RICK J. LAVELLE & INVERT OF SKIMMER: 162.00'
GRAPHIC SCALE I 1 _ RIP RAP DISSIPATER' DAVID THOMAS MASON S SIDE SLOPES OF BASIN ARE TO
\ 12" DM14" DB 1159, PG 844 BE SEEDED WITHIN SEVEN DAYS.
D
50 0 25 50 100 200 I \ o° **ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL)
CLASS B 12" THICK- ; ERB ALL DITCHES ARE TO HAVE THE MATTING WITH 2.3" ORIFICE FOR DEWATERING THE
I- _ INSTALLED IMMEDIATELY UPON CONSTRUCTION SEDIMENT BASIN DURING CONSTRUCTION.
( IN FEET ERB' A060,FVO
I inch = 50 ft. I
N/F N/F
GLORY GUTIERREZ DAVID T. MASON & WIFE, \ 1001'R FLD
DB 477, PG 797 I KELLY C. MASON /
f1R 11 r,Q Pr: Rdd
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
o°
\�
NOTIFICATION OF COMBINED SELF -MONITORING AND EROSION CONTROL NOTES
SELF -INSPECTION FORM:
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
\ - _ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH AND INLET PROTECTION DEVICES WHEN THE STORAGE
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
TBM-- _ _- EPK -o-- EROSION AND SEDIMENTATION CONTROL PLAN IS BEING WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
4D NAIL #8-- �OOI _ _ EPK E FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
N 451,932.346-- INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
E 1,957,749.589 \ PP / p^ o
„_, TEMPORARY o BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
ELEV 174.70 1 /2„ - CONSTRUCTION
NC GRID NAD 83 ERB - I o _ - - TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
(2011) - / I ENTRANCE _ �'/��-// PP �� - AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR PROPER BARRIER.
NAVD 88 - _ -/� - �b -1 /2
P \ ,11� _ _ = - = 1 /2 ERB DEVELOPED A COMBINED FORM. THE SELF -INSPECTION 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
_�� ERB PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
sea z S2alI M PROGRAM OF THE NPDES STORMWATER PERMIT FOR AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
f INV i 66.70 = „ sea
165.85 I I ' i �� - - s sea >' 2�a CONSTRUCTION ACTIVITIES. THE FOCUS OF THE BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
O _ 0o i J - _ ; �� _ - j= - M `�`1' `1' `1' SELF -INSPECTION REPORT IS THE INSTALLATION AND OR AT THE EARLIEST POSSIBLE POINT DURING
f' \66'• _ - %� - ' - \ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL CONSTRUCTION.
MEASURES ACCORDING TO THE APPROVED PLAN. THE 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
i� INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
8.00 LF 24" RC _ Za-� -- / �/' -� o COUNTY OF HOKE \I THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
<o /� 30 , -32.00 LF @ 1.31% 24" RCP j72 30' 'o UTILITY EASEMENT COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
C INV IN 170.92 _ - % \�►
DB 863, PG 686 HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION DESIGN MANUAL.
' \}L �S \v p� 172 171 ' ♦,_� . �`� INV OUT 170.50 o
3 PC 3, SLIDE 3-90, MAP 008 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
., ) I �° ! ♦ O,� ' l IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
/11' 11' 11' 11' 11' PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT 910 LAND DISTURBING ACTIVITIES. 910-433-3300
11� To oe� A ...... °g- W� r a� ) / 433-3300. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
e COUNTY OF HVKt o ♦ _ = ���
�►i, r 11� 11� 11� 11� OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
toe 30' UTILITY EASEMEI - PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
DB 887, PG 419 _
WHEN TRACKING OCCURS.
a1 joe °::PC 3, SLIDE 3-99, MAF ♦ - \ '°o �o CONSTRUCTION SEQUENCE
O-
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
o
.
3 \ O FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
:.:::.:: Y fir. k .:::.::.. lob ',28.69 LF @ 1.39% 15" RCP \ \ 24 \ \eo 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
�.:.. INV IN 167.10 \ -_ , O \
HOLD PRE CONSTRUCTION CONFERENCE. STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
........ .t\.......�... INV OUT 166.70 �0, ^ 11� 11� 11� 11� 1j
)' VEGETATIVE BUFFER, 30 7__ ♦ 28,257 SF \ o0 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT OR OTHER MEANS. CONTROL EROSION FROM ALL
�� `.......:v/ O MATTING IS TO BE PLACED AS SOON AS THE ♦ 0.65 AC •O FENCE, CHECK DAMS AND DIVERSION BERMS WHERE STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
FROM TOP OF BANK.-,, - C � /
NAG S75 \SLOPE IS CONSTRUCTED. �Z'� NAG S75 `1' `1' `1' `1' SPECIFIED. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
STP.PAT.D� �'\ \\ STP.PAT.D 3. CONSTRUCT TEMPORARY SKIMMER BASIN, & SEDIMENT MUST BE NO LESS THAN FIVE FEET FROM THE
30.
TEMPORARY SEDIMENT TRAP #4 NAG S75 71/ 11/ 11/ 11/ 1l TRAPS. DRAINAGE GUTTER LINE AND SHALL BE COVERED IF LEFT
10` L=66', W=25', D=4.5
STP.PAT.D Q
SIDE SLOPES= 2:1 \ ''�,� 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
TOP OF BASIN: 174.00' o INACCESSIBLE AREA TO AREAS TO REMAIN GRASSED. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
BOTTOM OF BASIN: 168.50' .1 I DUE TO FLOODING 6. INSTALL EROSION CONTROL MATTING IMMEDIATELY UPON DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
30, CONSTRUCTION OF DITCHES OR FILL SLOPES. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
1ao 5' EMERGENCY SPILLWAY: 173.00
17 '
- SIDE SLOPES OF BASIN ARE TO 0 ♦ 7. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
\� ''0 BE SEEDED WITHIN SEVEN DAYS. I ,,, ` • ♦ 8. INSTALL UTILITIES. ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
21,716 \ \`,: ` \w 1 go 9. INSTALL INLET PROTECTION ON ALL NEW STORM WATER 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
INLETS. AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
\ TST#4 ,-_ NAG S75 \ 10. PERFORM FINE GRADING. DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
^� 11. INSTALL AND PREPARE BASE COURSE. CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
STP.PAT.D `� 14/9 ALL DITCHES ARE TO HAVE THE MATTING 12. PAVE ROADWAYS. AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
` DITCH #5 INSTALLED IMMEDIATELY UPON CONSTRUCTION 13. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
\ '172.00 �; 1 ., °� o• \ a AREAS. CONTROL MATTING, AND/OR SODDING AND STAKING IN
i 169.80 ��; \ I o 14. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
0 ,0 15 \ o� W \ ■ i ♦♦\ 14/ REMOVE ALL TEMPORARY MEASURES. MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
�o ■ eoi'� 15. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AREAS TO BE PAVED.
167.98 �'' �`I r AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
CI 4 SILT FENCE 0-
r / / OUTLET (TYP)\ oe \ IC ` ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
172.64 1 \ -01 • `ao W 16. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL FINAL STABILIZATION AND PERMANENT VEGETATION HAS
MATTING IS TO BE PLACED AS SOON AS THE 25 vl STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
SLOPE IS CONSTRUCTED. pep\ BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF APPROVE THE ACTION PRIOR TO REMOVAL.
18,000 SIF 4*\1' TERMINATION (NOT). THE NOT IS AVAILABLE AT: 10. THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED
1 ,079 S / / I 173 1 \J, �to
�, 0.41 AC ,i, HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
.37 A PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT ACTIVITY.
\ ♦ W ■ •01, MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
173.29 30' - \ ♦ci k OF TERMINATION PROCESS. TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
-0 m RIP RAP DISSIPATER .1' ■ Y ACTIVITIES.
172.70 ® PO 12, 13, 14 & 15 `� b GROUND STABILIZATION CHART 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
r 11
�L I ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
/ � 1
/ 173.51 1 D-8" DMA-12" \ _
173.53 CLASS B v8" THICK /
o ♦ LIMITS OF CONSTRUCTION
DITCH 4 ^� NAG S75 6Y� \' 1.1 AC f �o
/ 15 173.56/ # - STP.PAT.D ° y ♦ o /
26.42 LF @ 1.02% 18" RCP / / 22.57 LF @ 1.02% 18" RCP
j 11,014 SF 1 I ' i ° °e
CD 11 CI 5 CI 6� 1.1 167.11 �+a m
0.25 C `� ♦ ♦ oe
INLET 169.00 j SILT FENCE T Toe CA ` ♦� -
�, / PROTECTIONI
Cl ' ,� 168 OUTLET (TYP) Qe� \ 3O^� TEMPORARY SEDIMENT TRAP #2 f . `� m
(TYP): 172.71 k::_;,': N l o COMMON AREA o
�., .1, L=50', W=24', D=3' .1 .1 _
203,358 SF
16.00 LF @ 1.25% 18" RCP PO 14 30' 4.67 AC SIDE SLOPES= 2:1
TOP OF BASIN: 172.00'
fl I 1 \ °0g BOTTOM OF BASIN: 168.00'
0) t4co
°� T °e'5' EMERGENCY SPILLWAY: 171.00 30 0
Q
�G'• ' ` o� Q� SIDE SLOPES OF BASIN ARE TO / �� ' 1£
BE SEEDED WITHIN SEVEN DAYS, 30'�
11,014 SF I , �`�'�`.` I T
� % �N o0
0.2�5-Ac NAG S75 1Q092 \ ��� ��� SILT FENCE to
I 26.00 LF @ 1.00% 18" RCP- STP.PAT.D 0.23 A� \^ ���`�,` ` `30OUTLET (TYP) �\` r TEMPORARY SEDIMENT TRAP 3
I 170.20 \ �� 168.55 `;` �' `1 o #
/ :1 7 CI 8 =- DITCH #3 TST#3 � , \ Ari 30' e� L=55', W=26', D=3'
_,____-_- LIMITS OF CONSTRUCTION SIDE SLOPES= 2:1 Toe
^.`:.0 10.0 AC TOP OF BASIN: 172.00' T
,' .... oe
V/ 173.32 a �... \
-___ --- �,`.`, BOTTOM OF BASIN: 168.00'
10' UTILITY EASEMENT a v -____ NAG S75
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
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
HOW ZONES)
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
wwwAD site solutions.com
IIGARO
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• 027
1111110 TT
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U 4 - U -7- 22
REVISIONS
PROJECT NAME
B&B LOOP
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:
1649
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U N E 7, 2022
SHEET NUMBER