SW6210703_Plansheet - Grading_Drainage Plan_20210820

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)
VICINITY MAP
NOT TO SCALE
LEGEND: -
-
EIP 0EIP-EXISTING IRON PIPE
ERB
EIR Oo EIR-EXISTING IRON ROD-_\
EPKO EPK-EXISTING PK NAIL
1
ERBO ERB-EXISTING REBAR
sRe0 SRB-SET REBAR JAMES
MICHAEL SPELL
o COMPUTED POINT DB
1527, PG 56
, I 7
N/F - NOW OR FORMERLY PB
36, PG 100
/
1/2„
R/W - RIGHT OF WAY
/
EIR
PROPERTY LINE
/
/
L
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY
_
- - - - -SETBACK LINE
(\ 2 N
OVERHEAD UTILITY-�
X FENCE LINE
N/F
JAMES MICHAEL SPELL
TREE LINE
DB 1527, PG 56
PP UTILITY POLE
PB 36, PG 100
GUY WIRE
C�
N WATER VALVE
/
/
FIRE HYDRANT
HARDWOOD TREE
- ADC- ADC- LIMITS OF CONSTRUCTION i
CA3 - LC
L 0 C
�0 OF-
0� 001
0
J
I
I N/F
SUSIE NORRIS MCKAY
IESTATE 05E-231
I RIP RAP DISSIPATER
L=3' W=1'/3'
5/8„ Dw--8" DwNc=12"
I ERB CLASS B 18" THICK
c�
DITCH #24
00 TO BE SEEDED
0j 00 4
0 O
I WITHIN 7 DAYS
I
TEMPORARY SKIMMER BASIN #2
'-
n
L=80', W=35% D=3'
SIDE SLOPES= 2:1
of
cwn
TOP OF BASIN: 205,00'
25
24 I
w
.Q
z
I
p 010'
I n
BOTTOM OF BASIN: 202.00'
EMERGENCY INVERT OF SKIMMER: A20300'00� 20
((�2
N/F
LEO WILLIAMS
DB 680, PG 249
1 „ 5/8„
EIR t EIR
SIDE SLOPES OF BASIN ARE TO
o Of
BE SEEDED WITHIN SEVEN DAYS.
I
**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
o
WITH 1.1" ORIFICE FOR DEWATERING THE
N
r RIP RDISSIPATER
AP=9'
SEDIMENT BASIN DURING CONSTRUCTION.
L W=4.5'/10.5'
DITCH #25
o I
Deo=8" D""'r12"
DITCH #19
TO BE REINFORCED WITH
DITCH #23
I CLASS B 18" THICK
TO BE REINFORCED NH
NAG S75 MATTING
TO BE REINFORCED WITHJ
NAG S75 MATTING
_STAPLE PATTERN D -
LOC LOC- NAG S75 MATTING _ LOC
LOC LO
- "" STAPLE PATTERN D
10' UTILITY EASEMENT-
- • • - • •
- • • - • • - • • STAPLE PATTERN D - • •
.. - ..SE ..
, L4C .
-sue SF
= INV: 203.30
r-�
-
Z
z I
w
_ 27
w ,J
� I
w �I
t- I
LOC-oi'
ZLOC • -LOC`
20' DRAINAGE EASEMENT
-00T- DITCH #26 0�:
TO BE REINFORCED WITH
NAG S75 MATTING 1
STAPLE PATTERN D
N 28
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING 3
- DIV - Dry - DIVERSION BERM N/F L0C �S
JAMES MICHAEL SPELL RIP RAP DISSIPATER
0INLET PROTECTION
DB 1527, PG 56 L=9 W=4.5'/10.5' / LOC/ 211.47
PB 36, PG 100 D5o=8" Dwuc=12" /� 211.47
CLASS B 18" THICK / �5
1 /2„ �.
SILT FENCE E v
\ OUTLET
INV: 199.40 ,A\PN RIW
\ \` 1 EIR PIPE 1 POiW pUB� �C j00
\ C 46.00 LF ® 0.65% 18" RCP
;ONSTEMPORARY
ORUCTION 1/2" 1
ENTRANCE - INV: 199.70 ERB
203.93
\ / INLET
1ERB PROTECTION
\\ DITCH #1 (TYP)
t/TO BE REINFORCED WITH �--.
\ Vp \ E NAG S75 MATTING `4
\ STAPLE PATTERN D
\ N N/F \
\ 73 HENRY MCBRYDE &
\ i ALICE WILLIAMS
2
N/F
CHRISTINE WILLIAMS BALDWIN
DB 1283, PG 737
PB 39, PG 134
N/F
LEO WILLIAMS
DB 680, PG 249
N/F
N/F N/F MAGDALENAJESUS PEREZMORALESSEVILLA,
JESSICA WILLIAMS & JAMES WILLIAMS JOYCE L. DE JESUS &
JOSEPH WILLIAMS DB 1124, PG 146 DEBORA DE JESUS
DB 1290, PG 27 /
PB 39, PG 134 DB 1815, PG 651
DITCH #13 /
TO BE REINFORCED WITH 1 1/2"
NAG S75 MATTING 1/2" EIP
STAPLE PATTERN D ERB
O
_ 20' DRAINAGE EASEMENT
\�00� 00-10b� 001 �6l.
44
206.50- 44
1 oc' CD N/F
DITCH #12 // CHARLENE G. PURCELL
TO BE REINFORCED WITH' & HUSBAND,
NAG S75 MATTING / -7/ „ VINCENT M. PURCELL
STAPLE PATTERN D / ' t/2 no a�z or �a�
206.66 GRADING NOTES
i 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
v . 207.49 BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
F CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE
DITCH #10 FINISHED GRADE OF THE CURB, UNLESS OTHERWISE
TO BE REINFORCED WITH NOTED.
18 G/ NAG S75 MATTING 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
�. STAPLE PATTERN D SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%
DITCH #17 / 15 AND LONGITUDINAL SLOPE NO STEEPER THAN 5%.
D
TO BE REINFORCED WITH ISEEDED O 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
NAG S75 MATTING TO
BE SEEALL LAND DISTURBING ACTIVITIES AND ENSURE
LOCH _ STAPLE PATTERN D WITHIN 7 DAYS Off'' / COMPLIANCE WITH THE APPROVED EROSION AND
`�` SHALLSEDIMENTATION CONTROL CONTRACTOR INSPECT AND MAINTAIN ALL EROSION CONTROL
<v DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
DALMATION LANE 40C\ C, / Q NEIGHBORING ROADS.
208.21 p' / /� 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PIPE 5 50' PUBLIC R/W 400 /v/ f � PLACED SHALL BE CLEARED OF WEEDS, DEBRIS,
44.00 LF ® 0.45% 18L" RCP �/.' /t" TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO
cINV: r3.516-1_ _ _ _ _ _ _ 207.75 J FILL SHALL BE PLACED UNTIL PREPARATION OF THE
f o EXISTING GROUND HAS BEEN COMPLETED
�- DITCH #21 - - - - - - - - DITCH #16 INV: 204.90 14 \ 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
00l 00� 00� -10' UTILITY EASEMENT- DITCH 18 -00 00� 001 - 207.50rT0 BE REINFORCED WITH # TO BE REINFORCED WITH CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
NAG S75 MATTING TO BE REINFORCED WITH NAG S75 MATTING PIPE 4 207.50 \ PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
o STAPLE PATTERN D NAG S75 MATTING STAPLE PATTERN D 44.00 LF ®0_45% 18' RCP OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY
o I / STAPLE PATTERN D \\
o I I r � / FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
INV: 204.7 ; ' RL=9' W=4 5S/10T5'R 6. TTSHALLRBE WHETHER
RESPONSIBILITY T 0 N
I J
.o J Dw=8" D4Nr--12" I
r Z' n 34 207.01/ VERIFY THE LOCATION OF ALL UTILITIES OR
o w 31 33 Oo oc6 CLASS B 18" THICK STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR
o I 30 O 32 NOT SHOWN ON THESE PLANS. THEY WILL BE HELD
29 c� I Oo Oo DITCH 09 RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
W
o Q r # DITCHI
I Uj o DITCH #20 / - TO BE REINFORCED WITHHTO #8 SEEDED ./ STRUCTURES CAUSED BY HIS OPERATION.
J
DITCH #22 �`' T0 BE REINFORCED WITH / NAG S75 MATTING WITHIN 7 DAYS 13 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED
c� r I
TO BE REINFORCED WITH Q / STAPLE PATTERN D BOTH DURING AND AFTER GRADING BY THE
NAG S75 MATTING
NAG S75 MATTING
z / � O CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
STAPLE PATTERN D <
STAPLE PATTERN D
�J PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS
I p o. A SLOPE STABILITY PROBLEM THE ENGINEER OF
-' o / / RECORD SHOULD BE NOTIFIED.
n / CG 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
o I I I ( SHOULD BE GRADED WITH 3:1 SLOPES AND
I 206.08 O 1/2„ SURROUNDED BY SILT FENCE.
EIR 9. APPROVED COPIES OF THE GRADING AND EROSION
of p V \ CONTROL PLANS SHALL BE ON THE PERMITTED SITE
WHILE WORK IS IN PROGRESS.
J \ 35 -21 � 40C 12 � 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
LO(� LOCILOC LOC LOC LO LOC LOC 205.36 40C TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES
\� INV: 203.00 ` TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE
/� 205.36 40C CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
I 1 / PIPE 3 DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE
o N/F 32" I I O^ 2X48.00 LF ® 0.63% 18" RCP INV: 202.70 40C , PATTERNS.
N N JAMES MICHAEL SPELL OAK I p 205.71 DITCH #15 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
13.05 DB 1527, PG 56 I I \ 1 SHOULD BE REPORTED TO THE ENGINEER OF RECORD PB 36, PG 100 - / �° TO BE SEEDED
� � WITHIN 7 DAYS PRIOR TO IMPLEMENTATION OF THE CHANGE.
CA4 -� `� ^ 1 DIXIE Mi 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET
\� 3 O / RF TERRY OR MORE SHALL BE LINED WITH NORTH AMERICAN
p L° STOCKPILE UNSUITABLE \ n �\ o, 4 DB 1 GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
\� \\ AREA �//' '`SOILS 36 �/ SO FVF 0 PB EQUAL SUBSTITUTE.
1/2 13. ALL RCP PIPE TO BE CLASS IV UNLESS OTHERWISE
DITCH #7 AP DISSIPATER)0� R/FT NOTED.
TO BE SEEDED Z.,
/ L=12' W=6'/14' \
WITHIN 7 DAYS , Dso=8" DMAx--12" 00�
�
o-\\� 0 1 �' CLASS B 18" THICK JsUITABLI
G -)3/00� / o solLs, RIP RAP DISSIPATER O07 /
L=3, W=1,/3,DITCH #27
/
b TO BE REINFORCED WITH �\ \ \�,/ DITCH #5
0
NAG S75 MATTING CA2 Deo=8" D,,,,�12"
0/ O / TO BE SEEDED CLASS B 18" THICK /
lz \ INV: 199.40
14
STAPLE PATTERN D / 37 /O^ WITHIN 7 DAYS TEMPORARY SKIMMER BASIN 1 TO DITCH
SEEDED \00� TEMPORARY
o CONSTRUCTION
WITHIN 7 DAYS / PIPE 6
�" 41 \ V/ J�3 L=90', W=40', D=3' # E160.00 LF ® 0.00% 24" RCP-�'' ENTRANCE \
\ � O SIDE SLOPES= 2:1 TBM
-
G TOP OF BASIN: 205.50' 23\ ' DISK
p \ DB 1578, PG 542 2 \V\ 4D DISK #1
°' c9 2 -1� �O �, / BOTTOM OF BASIN: 202.50' ��_ INV: 199.40 }� N 425,358.110 \
PB 36, PG 100 O n �J� 10' EMERGENCY SPILLWAY: 204.50' 1/2" Y E 1,983,415.589
TEMPORARY SKIMMER BASIN #1 ` ��,Q . �>� INVERT OF SKIMMER: 202.50' N/F EIR ELEV 2NAD \
\ o ,, SIDE SLOPES OF BASIN ARE TO DAVID A. HILL &WIFE, i / NC GRID NAD 83
\ / L=70', W=25', D=3' h /p PATRICIA L. HILL
N / ) BE SEEDED WITHIN SEVEN DAYS. o (2011)
ct O \ / SIDE SLOPES= 2:1 ] <0 40 / n ** DB 1490, PG 327 O /� NAVD 88
TOP OF BASIN: 205.00' RIP RAP DISSIPATER �' O l ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) /
38 WITH 1.3" ORIFICE FOR DEWATERING THE PB 36, PG 100 O� 1/2" \
\ 73 f, / BOTTOM OF BASIN: 202.00' \ L=9' 8" DmA /10.5 DVS" SEDIMENT BASIN DURING CONSTRUCTION. \ EIP \
O 10' EMERGENCY SPILLWAY: 204.00' Dso=8" Druc=12" \ �2� / ��/ RIP RAP DISSIPATER
\ 7- INVERT OF SKIMMER: 202.00' CLASS B 18" THICK INV: 206.40 \ \
Q � �- � � O s' L=15' W=7.5'/17.5'
N/F SIDE SLOPES OF BASIN ARE TO \\\ o.
\ MILTON SMITH BE SEEDED WITHIN SEVEN DAYS. \ �,Vol
/ \ O Q Dso=8" DMNr-12"
DB 1814, PG 138 **ATTACH A 1.5" FAIRCLOH SKIMMER (OR EQUAL) PIPE 2 40n DITCH #28 \�.'/ �/ f�- �l \ O 0�' LASS B 18" THICK \
5/8 WITH 0.8" ORIFICE FOR DEWATERING THE �� 54.00 LF ® 2.22% 18" RCP TO BE REINFORCED WIH `"/ o 24�i
SEDIMENT BASIN DURING CONSTRUCTION. INV: 205.20 �"C
ERE NAG S75 MATTING
\\\\\\\ STAPLE PATTERN D ^/. N F o
• 4 p �/ JAMES MICHAEL SPELL
/ O ♦ C' 39 DB 1527, PG 56
/ SILT \ O DITCH #6 Op 1/2"
/ " \ PB 36, PG 100 / �5 8
/ FENCE w rR��OS 40 TO BE REINFORCED WITH' 10 \ d EIR \
(TYP) '� C�
NAG S75 MATTING , �' O \ � / \
` 4 STAPLE PATTERN D'
o TEMPORARY DIVERSION0C
EROSION CONTROL NOTES DENUDED AREAS IN WHICH GRADING OR SITE BUILDING �� BERM TO BE SEEDED DITCH #4
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY WITHIN 7 DAYS (TYP) 190. 40C ��� TO BE REINFORCED WITH/ \ \
1. ALL INLET OUTLET PROTECTION WILL BE CHECKED FOR AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER �' NAG S75 MATTING -- /
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION RIP RAP DISSIPATER S \ 40C� STAPLE PATTERN D �� 25 \ ' \
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP CONTROL MATTING, AND/OR SODDING AND STAKING IN 1 L=3' W=1'/3' 7� �v 1/2'� \
AND INLET PROTECTION DEVICES WHEN THE STORAGE GREEN SPACE AREAS AND OTHERWISE APPROPRIATE Dao=8" DwNc=12" \ N/F EIR /" /
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CLASS B 18" THICK 00�� 210.75 J o JAMES MICHAEL SPELL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL AREAS TO BE PAVED. \ O 1/2" \ DB 1527, PG 56
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL 1 \ 211.57 ^ EIR PB 36, PG 100 / o
LIMITS OF CONSTRUCTION J
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE 1 0� S,c \
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FINAL STABILIZATION AND PERMANENT VEGETATION HAS \ . (8.78 AC) \� 211.57 / \ 1/2 \
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ EIR
PROPER BARRIER. APPROVE THE ACTION PRIOR TO REMOVAL. UNSUITABLE
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CA1 SOILS
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION p /
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED ACTIVITY. . / \
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL DITCH #2 c=/ 211.18 26\� \ /
OR AT THE EARLIEST POSSIBLE POINT DURING TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION CONSTRUCTION SEQUENCE TO BE REINFORCED WITH <v`,_ 1 2
CONSTRUCTION. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND NAG S75 MATTING T " o
ACTIVITIES. O EIR
3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES <v. /
STAPLE PATTERN D N/F
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES HOLD PRE CONSTRUCTION CONFERENCE. -L' � ROBERT D. COLE, SR. � � , SOLI
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH PERFORMING WORK ON THIS PROJECT. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT /
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE FENCE, SILT FENCE OUTLETS, AND DIVERSION BERMS WHERE j NOTIFICATION OF COMBINED SELF -MONITORING AND
DITCH3
DESIGN MANUAL. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SPECIFIED. / # SELF -INSPECTION FORM: ,
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN 3. CONSTRUCT TEMPORARY SKIMMER BASINS. TO BE SEEDED
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE 4. CLEAR AND GRUB THE SITE AS NEEDED. i WITHIN 7 DAYS THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
LAND DISTURBING ACTIVITIES. 910-433-3300 IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING QQ 209.71 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED TO AREAS REMAIN GRASSED. YG 209.71 j LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE SLOPES AND FILLS SHALL BE NO GREATER THAN THE 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR 7. INSTALL UTILITIES. EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
WHEN TRACKING OCCURS. OTHER ADEQUATE EROSION CONTROL DEVICES OR 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER 6 / 08.93 FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE Know what's below.
�208.936. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, INLETS.INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY 9. PERFORM FINE GRADING. �o Call before you dig.
Ir
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 10. INSTALL AND PREPARE BASE COURSE. )o TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES 11. PAVE ROADWAYS. I 1/ AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
OR OTHER MEANS. CONTROL EROSION FROM ALL OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED [ DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR AREAS. PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION WITH WEIR
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO CHECK DAM `� 208.29 �� PROGRAM OF THE NPDES STORMWATER PERMIT FOR
YM
MUST BE NO LESS THAN FIVE FEET FROM THE MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN REMOVE ALL TEMPORARY MEASURES. ♦ n CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT 90 CALENDAR DAYS FOLLOWING COMPLETION OF 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED (TYP) \\ SELF -INSPECTION REPORT IS THE INSTALLATION AND GRAPHIC SCALE
MORE THAN 24 HOURS. CONSTRUCTION OR DEVELOPMENT. AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 1 MEASURES ACCORDING TO THE APPROVED PLAN. THE 60 0 30 60 120
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING CONTROL MEASURES SHOWN AND ANY ADDITIONAL 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL EIR INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON THE COURSE OF CONSTRUCTION. BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF \ COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS TERMINATION (NOT). THE NOT IS AVAILABLE AT: N/F \ HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION ( IN FEET )
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. VANN H. McDONALD
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED HEREIN. PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
DB 760, PG 337 1 inch = 60 ft.
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE \ PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019. OF TERMINATION PROCESS. \ 433-3300.
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
240
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
``IkCARO �Z//
2 : OF SS ..�L
SEA
02
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Z//;, COT T
U6-U'7^�I
REVISIONS
PROJECT NAME
SPELL
ESTATES
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
-*5 Lff
Construction
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CALEB
DRAWN BY:
SEAN/CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1753
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JUNE 7, 2021
SHEET NUMBER
C-3nO