SW6120805_APPROVED PLANS_20121120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW /g//9)D9O�
DOC TYPE
❑ CURRENT PERMIT
F, APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
arzQ/n MAD
YYYYMMDD

f ' r ' ' ''' . - ,.., .. .. ... f .. _ -. 1 rl - .. ... r �- • !; '.� .... - �. �,Is_l..�ii. -i? �!� .� � 1. i_
REVISIONS
EX ILIH
RX Ii!H TOP 263.51 `
INV IN S W 252-110'
INV IN ,`vw 252.95'
INV O UT ,SE 252. 8G `
I
I
1
I
I
v
I
IE
i
�I
f
zQ '
� � I
f
W
O
IBM /
TOP R/W MONUMENT I 6 J
ELEV. 266.88'
(NA VD 88)
( S)
CARL EDWARD DOOLEY
D.B. 157 PC. 291
ZONED R-72
zRIW
MON
CC)
I
to
IE
�
� I
s
r
NEW I"
SERVICE TAP
(BY CITY)
'
EXIST
U
o
WM
N�
�J
Q� Z
U) 10
�.-
j�
N
EXIST
PP
�o
L-Li
O
V Q
O
k
EXIST `u
WM I
/"`r
a
6'- 0"
4000 PSI CONCRETE @ 4" SLUMP
Il�jl (2) SECTIONS #3 REBAR (14" EACH)
I I
CONCRETE WHEEL STOPS
-I NOT TO SCALE
I I
J
i
I
SUNSET HILLS No. 3 EXTENSION /
P. B. 4 PG. 24 i 7 `
6 J i N/FWILLIAM HAYWC,,„D COLSTON
N/F
AND
CATRlNA A. MCKOY WIFE, MAXINE At
D.B. 854 PG. 794 D.B. 175 PG. 194
ZONED R-12 ZONED R-12
i
1
24 TIP OF PVMT
24" STONE EDGING
NOT TO SCALE
I
6�
N/F
PUI CHID JUNG
D.B. 390 PG. 94
ZONED R-12
COORDINATE LD_-ATION ,,E
WATER AND SE ER STL30UTS
WTH MECHANICA: / PL IA81NG
PLAN i
I 1 Ex; NT EIR
i S 31'5423"E 555.19' 16" „E, AR (3DlAJ— — —
E
T
i
LOTS 1-7 SUNSET HILLS No. 3 EXTENSION
SUBDIVISION REVISED
( 4 PG. 67
L�
vl
NI
5P.B.
�J i
�J
a I
N/F i
(GIS)
a '
EDDIE H. ALLEN AND WIFE,
N/F
M� i
DA IDW H
4
gGAR�T �GA �N
DARD
B.145 PG, 188
ZONED R-12 i
ZONED R-12
4
I
d
M o ' V I
I; 4.5R 4.5R 4.5'R
=, i
EDP\�� �n € \
\ EOP EOP 5
I PROPOSED PRi?t>nSEL) 1k 7r \PROPOSED ti
\ DETGVZ-Af OVD C"S- PAVEMENT CONIC
a PA VEMEN T Ardrvl r !N ,r�
�v
ALT �
/ ASPHALT PA T10' -
/ASPHEAS£
40
\!FJ'
- - EOP 9 Ni 'J
9.5 _ HVAC AREA
17
ko------------------
a6 — T SIDE YARD SETBACK 15 FT. (P.C. 4 SL. 4-28 MAP 002)—
33 L t
N cv
I o " 24CURS &GUTTER
r
E!R
N 3133'30" �v 542 57'
PR7rn7ED STt1;3VWATEFr
DF.TCNTfC,w t'0N0 ACCESS
ANn MAwTTN.-".NICE
112
EASEMENT
VAN
i '
ACCESlBLE
2
RESERVED
WRIGHT BUSINESSfN:ESTM_'VTS, LLC
PARKING
D B 559.76� 394
NIF
®
WILLIAM FLETChzR WP ;,HT
THOMAS F .rRlGh`
10.
ROBERT A. ARIGh-
J. HUGH WRIGHT, SP.
D.B. 493 P�. 64�
40.24i
AX�MUM
ZONED rC
PENALTY
R7-8
.pp; av' v .SE: rvr W,4; ,:r Oo,:uwitt rt.
#25a
=ons;rw t.ion w a,:c& dance with L. es ^ docurrwnts +,
4uir&d by ow stormwater perr :it. t�rlh Cvohna
3" DIA. GAL ST POST
.r�s �eakwFr, that to s stormwater system dmigner
in
,n5t`E.ct 7Jring _)n9tior; csrl't-t' Witt'. "'••
o
plans an'' specs and cert.;y cwpdance wi'f
21P40 Date
CO
O
-5L26+ _.
`7y [C4L.. :'� l`�iVl$ffii� Ui •.(.f i;. ,
8" DIA. GALV. STD ST
PIPE -FILL W/ CONC.
N
ro
n t ya + n�r,r. ..: o f r [. V v
-
PAINTED TRAP:'C YELLOW BIT. CONC, SURFACE
COURSE (2" THICK)
[1.1]
(TYPE 1-2 OR S9.5E)
I II II
Ill . 114 " PER FOOT SLOPE SL OFF AS INDICA TED ON PLAN
CONCRETE
COMPACTED ABC BASE COURSE ,'S" THICK)
SUBGRADE
NOTE:
SIGN TO MEET ALL STATE, I _ 1'-6" DIA. Ti 8
LOCAL AND ADA REQUIREMENTS r
8"
HANDICAPPED PARKING SIGN THICKENED EDGE CONCRETE V, ALK DETAIL
NOT TO SCALE (ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT
SHALL BE THICKENED)
NOT TO SCALE
GENERAL NOTES.,
A GROOVED JOINT I" DEEP WITH 1/8" RADIUS SHA-1 BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
A 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQJRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
JOINT SEALER SHALL BE HOT -POURED RUBBER ASPPIALT
1/8 ,•
1/8" RADIUS
GROOVED JOINT IN SIDEWALK
1/8" RADIUS JOINT SEALER
SURFACE OF ?A VEMEN T
1/2' JOINT FILLER
TRANSVERSE EXPANSION JOINT IN
SIDEWALK
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
EIR
tT
LP
.37'01 "W
13.64'
N Kl
LO
U)
s�
FRS 5S ��� GpL� T�z R�5 P
0
G
0
,� rr
SITE
r,A RO
410
VICINITY MAP
N. T S.
Staking Notes :
1. DIMENSIONS TO BUILDING ARE TO FACE OF BRICK.
2. CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS PRIOR TO CONSTRUCTION
J. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
4. ALL PARKING SPACES ARE 18' x 9' UNLESS NOTED OTHERWISE.
General Notes
1. THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE
LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY
UTIL1 TIES WI THIN THE PROJECT THA T MA Y NOT BE SHOWN HEREON. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY
COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE
PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY
DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.
2. CONTRACTOR SHALL CONTACT CALL 811 - KNOW WHAT'S BELOW TO HAVE
UNDERGROUND UTILITIES LOCATED PRIOR TO EXCA VA TING OR TRENCHING.
3. THIS PROJECT SHALL BE DEVELOPED IN ACCORDANCE WITH THE LAND
DEVELOPMENT REGULATIONS AND STANDARDS OF THE CITY OF RAEFORD
AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK.
4. PARKING LOT LIGHTING, IF PROVIDED, SHALL BE DIRECTED AS TO MINIMIZE
LIGHT SHINING INTO ADJACENT
PROPERTY.
5. PROVIDE PARKING LOT STRIPING AS SHOWN. PROVIDE HANDICAP PARKING
SIGNS IN ACCORDANCE WITH ADA REQUIREMENTS.
6, BUILDING INSPECTOR SHALL BE GIVEN 48 HOURS ADVANCE NOTICE PRIOR
TO BEGINNING OF CONSTRUCTION,
7, NO BUILDING SHALL BE PEPMI TTED IN SPECIFIED SETBACKS.
8. ALL DISTURBED AREAS NOT COVERED BY PARKING AND/OR OTHER
SURFACING PERMANENTLY SEEDED PER SEEDING SCHEDULE.
9. PA VEMEN T SECTION SHALL BE 6' C.A.B. C. AND 2" ASPHALT PA VEMEN T
(TYPE 1-2 OR S9.5B).
70. WATER SERVICE (PUBLIC) WLL BE PROVIDED BY THE CITY OF RAEFORD,
11. SEWER SERVICE (PUBLIC),-W4L BE PROVIDED BY THE CITY OF RAEFORD,
72. A DRIVEWAY PERMIT W1L L BE REQUIRED FOR THE ENTRANCE ONTO
COL E AVENUE (S. R. 1237) FP, OM NCD 0 T.
I3. EXISTING CONDITIONS BASEC ON SURVEY BY., JAMES E. WHITE, JR., P.L.S.
RIVERS AND ASSOCIATES, INC.
DATED: 111512011 - SEE SHEET C-5
Site Data
PIN NUMBER ........ ............................................................................... 69424 7101080
TOTAL' AREA IN SITE ...... .......................................... -- ........ ............. ---2.38 ACRES
TOWNSHIP........................................................................ - .............. , ......... RAEFORD
CURRENT ZONING, . .................... ................................... HIGHWA Y COMMERCIAL (HC)
GROSS FLOOR AREA ....................... ........................................................... 5,329 S. F.
PARKING REQUIREMENTS
o
Q
- ^ w REG. PA RKING SPA CFS READ. (I SPA CE FOR E VER Y 6 MAIN A SSEMBL Y SEA IS).
230 MAIN ASSEMBL Y SEA TS / 6 = (39) SPACES REQUIRED.
Q z HANDICAPPED PARKING SPACES REQUIRED (PER ADA) = 2
`zQN,
N REGULAR PARKING SPACES PROVIDED = 46
mom HANDICAPPED PARKING SPACES PROVIDED = 4 P
o TOTAL PARKING SPACES PRO V DED - 50 �
O
4
References
L c+�
Plat Cabinet 4, Slide 4--28, Mop 002
PIN - 694241101080
GRAPHIC SCALE
30 45 s° 90 150 owner/Developer
ENGLISH CONGREGA TION
( IN FEET } OF JEHOVAH'S WITNESSES
1 inch = 30 ft. P. O. BOX ] 007
RAEFORD, NC 28376
REVISED OCT 8, 2012
Cn
z
LLJ
O
I-
< I l l l
[J
Z L)
o .
W F�-
V -� z o
wa;L)
=QY
-10
M zoo=
o Q U IZ
z V�Mcn
w=/�Z�
H C r
J C/)�
O
z Q
w
V tN AR
5• .9
SEAL
20744
�. T
D S �•
OT
V1 �2 v
m V O V `p
(p N to 00
U N a�
0
ui a aD
06 b N C (O C6 M
Z C 4
) Z - N LL
w U
n Z N C
LL m C chi
h N -
a� {�w� W Z
Project Manager: FDT
Project Engineer: DSW
Designed By: t7SW
Drawn By: JHT
Checked By: FDT
Project Number: 2011135
Drawing Number: W-3417.dgn
Scale: 1" = 30'
Date: 3-5-12
C=1
__.__ _ _ , ram. ,. ter, ,, .-. - ..�, . ,'--f -. --.. --. �_^----► l� T -..•�' � .- ,- ,ri'.-ia' ���7T`�%a`i 3.-i'.� �7,:_
NU I I U-5>GALG
REVISED OCT 8, 2012

._.. _ _ _ _ _ ._ _.._.. .. _ _. - �, �. 1_. ._-_... ,�-._ s.-... .. ___... - _, ..� ._. ,...ti. Y-.lc°..iL.e. 1 Jisi.! i.l �. .nisi., •f�• _ . ..� L•.:..._�
1 1
Niy4
B C3 ; 2b4
TR
2665
IaC
,254.1
264
2£
.5J1
713,
; 262. 7
64
I
` sr
ti
T264,
.`21; 4 7 r E J
-r.
I
264
3
R
L
w
EXIST
C
�� 4r��
.;.I
TR
fl
�62
26 i.
QIT
f
15
'E
x
LLJ
'Iivv I I -
263.2 E0.881 v
Tt63.r'J ` t
TBi lj Lk
U
t I LLJ
2P�.
252.5' �G
3
JET Off. V ;
-
26054
I �
SUNSET HILLS No. 3 EXTENSION
j TBM P.B. 4 PG. 24 ( 7
FILTER
ill' oil
lW
-------
TOP R/W MONUMENT
8 1
ELEV. 266.88'
(NA VD 88) N F
�
(C� )
�F
CARL EDWARD DODLEY
CA TRINA MCKC Y I
D.B. 157 PG. 291
I
D.B. 854 PG. 794
f,, ZONED R-12
ZONED R- 12 I
a
I
R/W MON
PROVIDE TEMPORARY 6' WIDE
�
LINING FOR SWAL E WITHIN
�
7 DAYS OF CONSTRUCTION.
�
�
o
PROVIDE TEMPORARY 6' WIDE
USE CONTECH (LANDLOK S])
PERMANENT 10'x5'x6" DEEP
-
LINING FOR SWAL E WITHIN
OR EQUI VIL EN T TEMPORARY
BALLAST STONE PAD ON
� J1
N/F
WILLIAM HAYWOOD COLSTON
AND WIFE, MAXINE M. COLSTON
D.B. 775 PG. 194
ZONED R -12
CL
i 6/
NIF
PUI CHI U JUNG
D. B. 390 PG. 94
ZONED R- 72
t3'ags_
PROVIDE TEMPORARY 8 6,iW 4DE LINING FOR
SWALE WITHIN 7 DAYS . ` CONSrRUCT10N,
USE CON TECH (L ANDL OK S 1) OR EQUI VIL EN T265.
¢r
TEMPORARY S TRA W LINER. ���� .A
�e �• _ 2s6:a -- �, N� r �.4 PROPOSED I92 SF
�1 �P 265.5 +, 265.0
265.5- � 26465 STORAGE BUILDING
-
` � FF 266.0 265 2x
PERMANENT 2x99x6" DEEP 264
BALLAST STONE EDGING ON FILTER ti i•�LO ,ri265 `6'0
FABRIC OVER 2" CLEAN SAND ► ,' �o � - x
26'J. (SEE DE TAIL)
' + , N N RI
� CYCLE
E- � : �- I ,�r. , • RA cKs
265 EDP � EOP -.{..
vIx I PROVIDEE HVAC�X 2�
��, BAFFLE AREA
I
•� [ G SE D IL cr 265
2154.
26.5.7
X
a' + ,� 265.7 265.9
C
4RY 12' LZ I LL1265.5 266.0 x266.5 265.5
265.85
OUTLET .� ��.�•`� rt i �` �` �`��
I I •` cD 266.15 �°a°
-
..-NzF4 0 TEMPORARY SEDIMENT PI T-2 - .__ __ . _.. _ � � _ • -- =` L � fil��
MIN AREAS ®264. D = 1200 SF N
BO T AREA @ 262.0 = 600 SF � '�` � ,.� , • I � , � �, 9� � ����
�1° tv � .. SPILLWAY @ 26 .0 (EARTH BERIItW/SF OUTLET) � �� � J � Icl I `�cy`9c' •� �� ���
4
MIN VOLUME _ , 440 CF 1 �` o m Cr,a- f i.
5'X 5'X 12' MIN WEIR = 12 STONE FIL TER OUTLET Q, a m I ��� Q
CLASS "A 26.3.4 � ` 26.3.J
` � �O � ��� I I ♦ � `�
I RIP RAPGx �+
DISSIPA TOR ,1 �� •��_ x I i PROVIDE
' rr rv261.g ,n j `o �� L I I (3) BAFFLES
r o l "0 O tV N ' I (SEE DETAIL)
17,
fir, • 265.5
,i� `',j n�3 �` y`�''•�,f..------265.5- �._ i1'
Ln C] O I 1 pli , Z
-SILT FENCE 266 vd i [ 6 3, �' i I
U 264.9- x� sue, �� _ .. _ - -_ - _ QP I A I
_ _.
s, �t� 266.0 265.7 266.0 __ ___ a 263.L1 I I I x
k*,r
iJ i �t oix t r �' Q - {t } 1
5 iY N!' t 11 x . 4 I I V
Lrz-5 Lqa �� 1 5 TRANSI TION o ,,, _ I I I Z
.LO
oa co �° o�Q 2 \` ` CURB HEIGHT CONC I i e
F:� y}�; roC� ti � tQ �T1 X i 7 Orr TO 6" m I V CV
yC q s j ��C/y[n�sr<C�1 a fly PATIO
a o �� 4 O Lu ' ` • / CO01
09
265.5 65 5� \ BLOC �`3' 265 265.7 I `
EOP _ -2 K & GRAVEL
s
x I 11 INLET PROTECTION ` _-__ _ _ ___ _ I _ _ _ - - - _ --
r W 264.5 i 26s 265.7 HVAC AREA 5% - -2 .5 262 fig 11 lL
6� ` "R 264 -
+ ce 1 6�� ,2 264.5- \`
+ TQP 265.5 CB 2 3
.252.3 92LF 12'RCP 0.5%
I- + 265.3 INV 262,35 ray TOP (TBC) 265.0 265.8
26 `- - - - - - - - - INV 262.2 - - - - - 265 ,1B 1 I,
�r, 264 TOP 265.0- - - - - - - - -264 - -- - x
Uy 3� 265.5- - 265 1265.0 265 - -264.5 -
INV 264 ,,,2 INV 261,7 as2.
261 6 IL T FENCE 2f.3 51L T FENCE 263 Sl T FENCE 263
iV
.�
1 b
g
_
EIR ,_ _ LIMITS OF DISTURBANCE __- -_ __ _ -- - -- - _ _ LIMITS OF DISTURBANCE
O
262 -- - TEMPORARY - -
-- - --- -DIVERSION DITCH - - ---. - - x 62. 0 -
TEMPORAL SEDIMENT TRAP
fi� `�`o'` ! TEMPORARY X'" (SEE DETAIL} "� �� _ x ° (60 x60 X )�
! N PROVIDE GROUND COVER WI THIN 25
CHECK DAM 7 -�S - SEE NOTE 9 AND GROUND x rv.G MIN AREA 263.0 = 3600 SF
COVER CHART BELOW
BO T AREA @ 261.0 = 2300 SF
Erosion Control Construction Se uence
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG CLEARING LIMITS. INSTALL TREE PROTECTION FENCIA"j, WHERE SHOWN
ON PLANS.
3, CONTACT OWNER, ENGINEER AND NCDNR TO ARRANGE A -RECONSTRUCTION
CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION
A C TI VI TIES OTHER THAN THE INSTALLATION OF TREE PRC -EC TION FENCING,
4. INSTALL GRAVEL CONSTRUCTION EN TRANCES) AND MOBIL ZE TO SITE.
5, INSTALL TREE PROTECTION FENCING.
6, INSTALL ALL SILT FENCING AND SILT FENCE OUTLETS.
7. INSTALL SEDIMENT TRAP(S) OR BASINS AS SHOWN. INST��L DEVICES
(DIVERSIONS, BERMS, SILT FENCE, ETC.) TO DIRECT STOfiUWA TER FLOWS TO
BASIN IMMEDIATELY THEREAFTER. COMPLETE ONE AREA h T A TIME INCLUDING
DIVERSIONS BEFORE MOVING TO THE NEXT AREA OR BECIIVING GENERAL
GRADING OPERATIONS.
8. DO NOT BEGIN GENERAL GRADING OPERATIONS UNTIL ALL EROSION CONTROL
DEVICES FOR A GIVEN DRAINAGE BASIN ARE INSTALLED AND FUNCTIONAL.
9, MAINTAIN ALL DEVICES THROUGHOUT THE PROJFCT UNTIL DISTURBED AREAS
ARE STABILIZED WITH PERMANENT SURFACES (PAVEMENT] OR VEGETATION 1S
FS TABLI SHED.
10. PROVIDE ADDITIONAL TEMPORARY SEDIMENT CONTROL DE'OCES AS REQUIRED.
11. CLEAN SEDIMENT TRAPS AND BASINS WHEN ONE-HALF FALL.
12. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES C-? STRUCTURES
SUFFICIENT TO RESTRAIN EROSION FOR ALL DIVERSION C,TCHES, SWALES AND
PERIMETER DIKES AND SLOPES STEEPER THAN 3: 1 WITH.'1 (7) DAYS. GROUND
COVER SHALL BE PROVIDED ON ALL OTHER AREAS WITI- V (14) DAYS.
1.3. DURING THE INSTALLATION OF UNDERGROUND U TILI TIES C'JL Y EXCA VA TE AS
MUCH AS WILL BE DONE IN THE SAME DA Y• A T THE EN5 OF EACH WORK
DAY PROVIDE CHECK DAMS ON DOWNSLOPE SIDE AND SEED/MULCH,
14, MAINTAIN SOIL EROSION AND SEDIMEN TA TION CONTROL ME A SURFS UNTIL
PERMANENT GROUND COVER IS ESTABLISHED.
15, CALL NCDNR FOR ON-SITF MEETING TO OBTAIN APPROVAL FOR RFMOVAL OF
TEMPORARY EROSION CONTROL MEASURES. STABILIZE TI-ESE AREAS AND
INSTALL APPLICABLE PERMANENT MEASURES (RIP RAP CUTLET PROTECTION
AND/OR LEVEL SPREADERS).
76. FINAL CLEAN -OUT OF INFIL TRA TION BASINS, PLACEMENT OF SAND LAYERS
AND BASIN SEEDING SHALL NOT PROCEED UNTIL CONTRIBUTING DRAINAGE
AREAS ARE STABILIZED. PROTECT INFILTRATION BASINS =ROM SEDIMENTATION
AT ALL TIMES.
X 261.6
fy G
;LV
1
:264.8
k
Erosion And Sed1menta tlon Control Pro vislons:
1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROLVD EACH CATCH
BASIN AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS,
2. AREAS TO BE PERMANENTLY SEEDED INCLUDE STREET SHOULDERS,
DRAINAGE EASEMENTS AND ALL DISTURBED AREAS.
3. STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING.
4, ALL RIP RAP SHALL HAVE FILTER CLOTH UNDERLINER, AND SHALL BE
INSTALLED IN THE QUANTITY AND LOCATION INDICATE-3 ON PLAN.
5. ADDITIONAL EROSION CONTROL MEASURES BEYOND NCDcNR
REQUIREMENTS MAY BE REQUIRED BY THE CITY OF RAEFORD.
6. MINIMIZE CLEARING.
7. NO PERSON SHALL INI TIA TE LAND DISTURBING ACTP',.'TY PRIOR TO
RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL. PROVIDE COPY
OF APPROVAL TO THE CITY OF RAEFORD.
8. 20'x 50'x 6" THICK COARSE AGGREGATE STONE PA-'-' TO BE PROVIDED
AT CONSTRUCTION ENTRANCE.
9. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR
S TRUC TURFS SUFFICIENT TO RESTRAIN EROSION FOR A _ L DIVERSION
DITCHES, SWALES AND PERIMETER DIKES AND SLOPES STEEPER THAN
3: 1 WITHIN (7) DAYS. GROUND COVER SHALL BE PROV.OED ON ALL
OTHER AREAS WITHIN (14) DAYS. CONTRACTOR SHALL !NSPECT AND
MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY
BASIS AND AFTER EACH MAJOR STORM EVENT. FA, -UR_ TO KEEP ALL
EROSION CONTROL DEVICES IN PROPER WORKING CRDE-? MA Y RESUL T
IN A STOP WORK ORDER OR CIVIL PENALTIES UP -0 , 5000.00 PER
DAY OF VIOLATION. TOWN OF CLINTON AND/OR NCDNR RESERVES
THE RIGHT TO REQUIRE ADDITIONAL EROSION COI, TRO_ MEASURES
SHOULD THE PLAN OR ITS IMPLEMEN TA TION PROVE TO BE
INADEQUA TE.
70. PERMANENT GROUND COVER FOR ALL DISTURBED .AREAS NEEDS TO
BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENCAR DAYS (WHICHEVER
IS SHORTER), FOLLOWING COMPLETION OF CONS TRLCTICv OR DEVELOPMENT.
SPILL WAY Q 263.0
/ DA = 1.2 A CRES (DIS TURBED)
MIN VOLUME = 4400 CF
( 2 1 MIN WEIR = 6
X 26'. 7 \ /
J
t`•.rr,
N/F
WRI GH T BUSINESS INVESTMENTS, L L C
D.B. 549 PG. 394
59. 75%
1 Ground S1blahon* '
*
Site Area
Stabilization
.Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
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 SO feet
in length
• All other areas
.None
with slopes flatter
14 days
(except for
than 4:1
perimeters and
H W Zones
GRAPHIC SCALE
0 20 30 ao sa
( IN FEET )
1 inch = 20 ft.
aQ-
5�
�P� Y�P�R15
0
�N.tGR
G c-)
O
SITE } �^
-53
g�RG SST p
9�'PST G'`A
�w
VICINI TY MAP
N. T. S.
INSTALLATION
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS ANY MAT OR BLANKET -TYPE PRODUCT USED AS A
PROTECTIVE MULCH SHOULD PROVIDE" COVER OF AT LEAST 3DF THE SURFACE WHER
IT 15 APPLIED.
t. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT
DOWN THE GRADE, ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER
BUT WITHOUT WRINKLES -- DO NOT STRETCH,
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM, WHERE 2
STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED
• DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
4. - TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET OVERLAP
THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW
THE ANCHOR SLOT,
INSPECT ALL MULCHES PERIODlCALL Y, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION OR FAILURE. WHERE EROSION !S OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE- GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
1N CHANNELS, ROLL ,JT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF THE FLOW AND OVER THE PROTECTIVE MULCH
ANCHOR
NETTING IN
A. 12" TRENCH
II f
-I •I -j 1 ���°I.-�
OVERLAP JOIN STRIPS BY ANCHORING
AND OVERLAPPING
EROSION CONTROL MATTING PLACEMENT
(NOT TO SCALE)
USE CON TECH (CANOE OK .1) OR EQUI VIL EN T
TEMPORARY STRAW LINER.
EROSION CONTROL LEGEND
TEMPORARY CHECK DAM
X
TEMPORAR Y SIL T FENCE
TEMPORARY GDNSTRUCTION ENTRANCE
TEMPORARY SIL T FENCE OUTLET
LIMITS OF DISTURBANCE
INLETPROTECTION
TEMPORARY DIVERSION DITCH
t
le
EXISTING CONDITIONS BASED ON SURVEY BY:
JA MES E. WHITE, JR. , P.L.S.
RIVERS AND ASSOCIATES, INC.
DATED: 111512011 (SEE SHEET C- 5)
NO WETLANDS ARE LOCATED ON THIS SITE.
SEE SHEET C-4 FOR CONSTRUCTION,
DETAILS AND SEEDING SCHEDULE.
TOTAL DISTURBED AREA: 1.6 ACRES
Owner/Developer
FNGLISH CONGREGATION
OF JEH 0 VA H'S WITNESSES
RAEFORD, NORTH CAROLINA, INC.
OS ROBERTS S TREE T
RAEFORD, NC 28376
REVISED OCT 81 2012
it,
REVISIONS
z
0
Q�i I i I I I I I I
Z
4o,"Ii
Z
V
z
1
a
Q
IE
�
(9J
w
O
ZWa,V
o
�=a�
Z
02
Z
J
O
00
D
o=
L),
o
Va
I�
W
X
Z
tN"'
0
�
0
Ixz
a11
SEAL •:*'_
- 20744
�: Q ••�.'VC 1 NSF-E.••.�, ��co
cn
W
1LU
5
iafi U � �'' o s�
U7 U In N �
N
U N D aJ
r
Project Manager:
C=2
FDT
Project Engineer:
DSW
Designed 8y:
DSW
Drawn By:
JWT
Checked By:
FDT
Project Number:
2011135
Drawing Number:
W-3417.dgn
Scale:
1" = 20'
Date:
3-5-12
E , +,r 1 f � - i �'S, I ` �,i 1 s � ; ' er , �,, rl ¢} ` �.'T sj �ttr, E•r y r E I•-r,�
+'
.
. •aY�„ `1 -!I. •��'t .1'� '� I ,I � 1 , , 1 u5'y it 1!''vl.Y r, ,I � r�• I I
.� ,t
r« v I%3CU VL. 1 0y LV I L

- -—_.._.— _. 1_i _--1._ o_1—'--�._—i .i.__ .__. _... i- .e. ..% _ -._ _- _ —..-- __" i.L -1_': k'k .. i .
REVISIONS
0
5'X 5'X 12'
CL A SS "A "
RIP RA P
DI SSI PA TOR
ro
0
267
266
265
ULH-)- H t- /r I-�.LIt`
HEM OCI TY DISSIPA TOR
ON FIB TER FA BRI C
265�
N' L,LLHIV VU
I NDI CA TO
(SEE DE TAIL)
260
261
262 ,..
263
�--264.5"- - 264---- _.Y � _ , I ._,
_
------------------- 264.5--------
264 �SEE SHL T C -1 FOR `f
PROPOSED 5 TORM WA TER
DE TEN TI DA1 r OND ACCESS ;
AND MA I ,j TEI A AI CE
EA 3E'✓IF_N T
w
Z
r
2.5'
TOP OF BERM = 264.50
SPILLWAY = 263.00 -
x65+/—'
SURFACE = 263.
3.0'
" LAYER — CLEAN SAND
SECT ON 8----B
NFLTRATl0,'A BASN NC,
HOR: I" = 10'
VER• I" _ 5'
B
254
263
262
251
260
259
258
257
256
BAS�N NOI
CONTOUR ELEV.
MIN, AREA
VOL. (ET3)
CUM. VOL. (FT3)
260
2015
261
2705
2360
22360
261.5
3E6
1445
3805
1634
5439
262
3451
263
4268
864
30
93
BASN NO, 2
CONTOUR ELEII,
MIN. AREA
VOL. (ET3)
CUM. VOL. (F-T3)
261
277
595
595
262
919
1310
1904
263
1700
2298
4202
264
2896
NOTE:
CONVERT EROSION DEICES TO PERMANENT
INEILTRATION BASINS ONLY WHEN DRAINAGE
AREA HAS BEEN STABILIZED.
LLJ
0
U 3 ;
i
L.j
Q I I II E I I
Q I
-CLEAN OUT BASINS TO GEOMETRICS SHOWN ABOVE.
v
-PLACE FLOW SPREADERS AND SAND LAYER.
z
J
Z
0
z
-SEED AND MULCH BASIN AREAS.
a
-PROTECT BASIN FROM SEPMENTATfON AT ALL TIMES.
v
Q
J
>
_
a
��wo
W
Q
0
Z
�=a�
>
?
D�
JO
TREATED
4x4 POST
Z
0
O
�
O
V
�
a
WHITE PAINT (4 SIDES)
W
F_
o
Z
ti
N cn
U)
36
0
BOTTTOM
12"
OF POND
OkREDPAINT (4 SIDES)
O
V
LL
W
W
- i 2
CLEAN OUT 'i\DICATOR DETAk
NOT TO SCALE
12" j 12" � 12"
6
PROPOSED
GRADE
6'
FILTER FABRICJi BALLAST STONE
FLOW SPREADER DETAIL
NOT -0 SCALE
REVISED OCT 812012
/ ``�11111111rI II
EAL :
20744 =
/, ID �L. SM���• •
1r1/1111111►% 0
16 iDJ
VL [i� `soh 0
a
Co W
In O@ i
f�l7 a)
[i1m
() Z N a
m Z
W C L.L
1 h N T @ O)J
■rI� �C7co� W z
1
Project Manager: FDT
Project Engineer: DSW
Designed By: DSW
Drawn By: JHT
Checked By: FDT
Project Number: 2111135
Drawing Number: W-3417.dgn
Scale: AS SHOWN
Date: 7.24.12
C=3
'' ' ' • r�S•s t' -� i r' � ' 1 � i r' -' �'iT
+ r ;I
REVISED OCT 812012

TEMPORARY BAFFLE NOTES:
BAFFLE (TYP.)
1) GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND
EARTHEN EMBANKMENT
SIDE TO SIDE.
2j INSTALL POSTS OR SAW HORSES THE WIDTH OF THE SEDIMENT TRAP.
3) STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A
MAXIMUM OF 4 FEET APART, AND INSTALLED UD THE SIDES OF THE BASIN
AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN
5' CREST WIDTH
THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES
LOWER THAN THE TOP OF THE BERMS.
4) INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND
OUTLETDISCHARGE POINT BASINS 20 FEET IN LENGTH MAY USE 2 BAFFLES.
S) WHEN USING POSTS, ADD SUPPORT WIRE OR ROPE ACROSS THE TOP OF
THE MEASURE TO PREVENT SAGGING.
61 WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER SAW
HORSES OR THE TOP WIRE. HAMMER REPAR INTO SAWHORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN
I w
THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH
�Ni}yYy1Y
ZIP TIES, WIRE, OR STAPLES.
f,'
7) THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A
TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLE
y- =
3) DO NOT SPLICE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE
OUTLET CLASS T RIP AP
-PA S,'N.
MAINTENANCE CRITERIA
PERSPEC TI VE VIEW
1) INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIA TEL Y
2) BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC OF THE
BAFFLE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
SUPPORT ROPE TO WIRE
PROMPTLY,
3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
TO PREVENT SAGGING
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
BAFFLES DURING CLEAN OUT SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGN STORAGE DEPTH.
4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE AND STABILIZE IT.
TEMPCRARY BAFFLE INSTALLATION
NO T TO SCALE
SILT FENCE OUTLET:
8' OUTLET
UNLESS oTERWiSE
X;CONSTRUCTION SPECIFICATIONS
NOTED
1. INSTALL OUTLET IN THE LOW
2 MAX.
POINTS OF THE SEDIMENT FENCE.
HARDWARE CLOTH
TYPICAL
2. PLACE A LAYER OF FILTER
SUT FENCE,
END SILT
FABRIC ON THE GROUND
BENEATH THE OUTLET; PLACE 6
SEF DETAIL
FENCE
INCHES OF THE UPPER EDGE IN
I
THE TRENCH.
3. ALONG THE OUTLET, PLACE
ADDITIONAL STEEL POSTS FOR
EPOSTSB
STRENGTH.THE
ART
AOF APART
METAL POSTS, TYPICAL
AND DRIVEN IN SOLID GROUND A
MINIMUM OF 18 INCHES.
EL E VA TION
4. PLACE HARDWARE CLOTH
{WELDED GALVANIZED SCREEN
WITH SQUARE '/a -- 'A INCH
HOLES) ON THE UPHILL SIDE OF
UPHILL
DOWNHILL
THE POSTS TO HOLD THE
WASHED STONE IN PLACE.
5. BURY THE BOTTOM OF THE
METAL POST
HARDWARE CLOTH, THE UPPER
EDGE OF THE FILTER FABRIC
BELOW THE OUTLET AND THE
WIRE IN TRENCH AND
HARDWARE CLOTH
COMPACTCTHE FILLS
6, PLACE A FILTER OF #57
WASHED STONE ON THE UPHILL
SIDE OF THE OUTLET. PILE THE
STONE TO THE TOP OF THE
HARDWARE CLOTH AND OVER THE
s7 wasxEO STONE
N
JOINT BETWEEN THE OUTLET AND
THE SILT FENCE.
MAINTENANCE
1. INSPECT SILT FENCE OUTLETS
EXISTING GRADE
AFTER EACH RAINFALL. IF
EVIDENCE OF UNDERMINING OF
{
THE FENCE OR OUTLET EXISTS,
O
{
FrLrER
a
MAKE REPAIRS IMMEDIATELY.
FABRIC
2. CLEAN OUT ACCUMULATED
N
=
N
SEDIMENT AS NEEDED TO ASSURE
PROPER OPERATION OF THE
FILTER. WHEN THE STONE FILTER
BECOMES CLOGGED, REMOVE THE
CONTAMINATED STONE, DISPOSE
PROFILE
OF IT PROPERLY, AND REPLACE
WITH CLEAN WASHED STONE.
3. WHEN THE AREA ABOVE THE
OUTLET HAS BEEN STABILIZED
REMOVE THE OUTLET AND
SILT FENCE OUTLET
DISPOSE OF PROPERLY.
PROPERLY STABILIZE THE AREA
WHERE THE OUTLET WAS
NOT TO SCALE
LOCATED.
DESIGN CRITERIA
1) THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
2) KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.
3) KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION,
4) KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
5) ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF ~_
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAN' DAM.
6) STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
7) USE NCOOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WI--
NCOOT #5 OR #57 STONE.
8) KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUP,':.NTS
A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE D M.
MAINTENANCE CRITERIA
1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (14 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATEL-.
CLEAN OUT SEDIMENT, STRAW, LIMBS AND OTHER DEBRIS THAT COULD CLOG -HE
CHANNEL WHEN NEEDED.
2) ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH FLOWS FROM AROUND THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
IF SIGNIFICANT EROSIONS OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CA BE
TAKEN SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION DF
THE CHANNEL.
3) REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THE STONE
CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
SECTION.
1. MIN
PLAN VIEW
CHECK DAM DETAILS
NOT TO SCALE
�O`
F
(NOT TO SCALE)
INLET ZONE
35% OF SURFACE AREA
% FIRST CHAMBER
i 25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OU TL E T ZONE
157. OF SURFACE AREA
SUPPORT POST, 24 " S TAKE TO
TI Y fvr . rT ­11­
STAPLED .....
STAPL EDJ ORTRENCHED
INTO BOTTOM OR SIDE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
141 GAGE. 16 "x 16 "
-STEEL POST 1.33 LB/LINEAR FT.
WITH PROJECTIONS TO FACILITATE
FASTENING FABRIC
14 GAUGE, 6"x 6" WELDED WIRE FABRIC
UV RESISTANT QE
GEOTEXTILE FABRIC
COMPACTED FN��
BACKFILL
ZAllII'
GROUND LINE
PLACE 12" MINIMUM OF THE
4 MIN, FABIC ALONG THE BOTTOM AND
SIDE OF EXCAVATED TRENCH
TEMP ORAR Y SIL T FENCE
NOT TO SCALE
MAINTENANCE
INSPECT SILT FENCE ONCE A WEEK AND AFTER EVERY RAINFALL,
IMMEDIATELY REPAIR OR REPLACE FABRIC IF DAMAGED OR DETERIATED,
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND REDUCE PRESSURE ON
THE FENCE. AVOID UNDERMINING FENCE DURING CLEANOUT. REMOVE
ALL' FENCE, SEDIMENT AND ASSOCIATED POSTS AND BRING AREA TO
GRADE AND STABILIZE AREA AFTER CONTRIBUTING DRAINAGE AREA
HAS BEEN STABILIZED.
NO TES:
1, USE FOR DRAINAGE AREAS
NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIONS,
3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM, 5 FT
MIN -
FIL TER -
CROSS SEC TION FABRIC
DESIGN OVERFILL 6'
SETTLED FOR SETTLEMENT
TOP 21��C „
MIN J� I=f I f=1TI=1 I I=
� � � _ I I1=1I1=1I1=1I1=1I
-I 11=III, I E 1= --11-- , Sc PLAN FOR WIDTH TH o
�o I I=1 I I=1 I IIIf-1 I ICI I I- ' EMERGENCY
- i- i 1 -I � I 11 k ° 4 FT MIN Vo� = Ii'-
1.5 FT �C�°o BYPASS 6„
ITl-I i -__ i 1-
• � °ate O ��=1I F \ 2: 1 SIDE BELOW SETTLED
5 FT I I=III=11 �o °°gym° p g° ° o ° f-11' SLOPE MAX TOP OF DAM
'=1 I I_j I_ d o o o°o ° i
MAX FILL Iri�ll�1- °ggM�0z o���� p° 11 li
FIL TER -_ I I o��� _ ' :1 SIDE SLOPE
FABRIC I ; it I Q= 0 C ° I=_j MAX NATURAL
-3 FT GROUND
MIN
',fA1N TENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, PLACE
THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL
FACING,
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION uR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO
ENSURE iT IS A MINIMUM OF 1.5 FT BELOW THE LOW JOINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. A'�v RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
IMMEDIATELY,
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
NOTES
1) REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER
OBJECTIONABLE MATERIAL,
2) INSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3) ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
µ) PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING
AND CLEANOUT.
5) VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION UNLESS IT WILL REMAIN
IN PLACE LESS THAN (7) WORKING DAYS,
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
TIMELYREPAIRS
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE MEL AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
TEMPORA F Y SEDEMEN T TRAP
NOT TO SCALE
COMPACTED SOIL SEED 2' MIN. EXISTING GROUND
IMMEDIA TEL Y AFTER SEED IMMEDIA TEL Y
CONSTRUCTION AFTER CONSTRUCTION
=1 I E I E 1 I=! _ _ FLOW
3 Z
NOTES:
1) PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER
FABRIC FOUNDATION.
2). KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND
LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3) EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER
FROM CUTTING,
4) SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF
THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5) PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT
COULD CAUSE EROSION.
6) MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.
7) ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES
BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES.
12" OF NCDOT #5
OR #57 WASHED STONE 1 5'
�O
CLASS B RIP -RAP QpVO�\3 Q
�� �O°°a���a� 2' MAX AT
FINER FABRIC ° Q DO�Q"3OO °�aC� CENTER
a0�b o°o� a�0o0�0°a OcCR o°Oo
4' TO 6'
CROSS ---SECTION VIEW
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
°Oo0
aab00a°
oaap o 000 0
pf00
f00°Doco
Jf00 a J B
�l�r��11f1`11f1�f1 A L ooaboa
0
l�_IJ11�111��IIl �jrrr11ff�rrl!jf! Q00 � �°ab°b
JJrrJJa°0°
�flffflllf�lljl
6' MIN.
TEMPORARY DIVERSION DITCH
NOT TO SCALE
WIRE
CONCF
BLOCK
G,
.vnu uc uv r rut
WIRE ' SCREEN
RUNOFF WATER
WITH SEDIMENT CONCRETE BLOCKS
SEDlMEN
2 "x 4 " WOOD STUD
a
CURB INLET
CURB INLET
NC-:S:
1. 2-3" COARSE AGGREGATE SHALL BE USED. PAD TO BE 50' L x 20' W x 6" D AT A MINIMUM,
2. 7JRNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
3, 'NTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
JEHICLES.
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSNG WITH STONE WILL BE NECESSARY;
ADDITIONAL STONE TO BE AVAILABLE AT PROJECT SITE. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST
BE CLEANED UP IMMEDIATELY.
5..1PPUCABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS
OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
NOT TO SCALE
GR, VEI
WIRE SCRE
RLNOFF WA TER
WITH SEDIMENT
SEDPdEN r
CONCRETE BLOCK
GRAVEL FILTER
'j--- DROP INL E r WITH GRA TE
DROP INLET
NO TES:
1. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN_ PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE
TORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS, IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 x 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH. OR COMPARABLE WIRE MESH WITH 112-INCH OPENINGS OVER ALL 3LOCK OPENINGS rO HOLD GRAVEL IN PLACE.
3, USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACING 2 INCHES BELOW THE TOP OF THE BOCK ON A 2.-1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT
J57 WASHED STONE IS RECOMMENDED.
4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO STEEPER THAN 3: 1 LEAVE A MINIMUM 1-FT WIDE LEVEL STONE AREA BETWEEN THE STRUCTURE
AND AROUND THE INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE fvLET, USE STONE 3 INCHES IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM
THE INLET, USE 112 - J14-INCH GRAVEL (NCDOT f57 WASHED STONE) AT A MINIMUM THICKNESS 0- 1 FT
INLET PROTECTION MAINTENANCE:
1. INSPECT THE FILTER AFTER EVERY RAINFALL. MAKE REPAIRS IMMEDIA TEL Y IF NEEDED,
2. CLEAN OUT ACCUMULATED SEDIMENT AS NEEDED TO ASSURE PROPER OPERATION OF THE FILTER. M-EN THE STONE FILTER BECOMES CLOGGED, REMOVE THE CONTAMINATED STONE,
DISPOSE OF IT PROPERLY, AND REPLACE WITH CLEAN WASHED STONE.
3. WHEN THE AREA ABOVE THE OUTLET HAS BEEN STABILIZED, REMOVE THE OUTLET AND DISPOSE OF PROPERLY PROPERLY STABILIZE THE AREA WHERE THE OUTLET WAS LOCATED.
BLOCK AND GRAVEL INLET zlR 0 TEC TION
NOT TO SCALE
Erosion Control Measures
7. ALL WORK WILL BE DONE IN ACCORDANCE WITH NCDENR. NO LAND
DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL THE
APPROPRI A TE EROSION CONTROL MEASURES MAY PROCEED UN TI L
MEASURES ARE APPROVED BY THE STATE OF NORTH CAROLINA.
2. FOLLOWING SITE CLEARING, ALL SEDIMENT BASINS, STORM DRAINAGE
CULVERTS, AND STRUCTURES SHALL BE INSTALLED. ROCK INLET
SEDIMENT TRAPS AND PIPE INLET PROTECTION SHALL BE PLACED
AROUND ALL DRAINAGE STRUCTURES TO COLLECT SURFACE RUNOFF
AND CONTROL SIL TA TION AND RELEASE WATER AT A GRADUAL
RATE. ALL EASEMENTS OUTSIDE THE PAVED AREAS WHERE STORM
PIPES ARE INSTALLED WILL BE GRADED, SEEDED AND MULCHED.
3. STREETS SHALL HAVE STONE BASE PLACED ON THEM FOR
STABILIZATION AND SHOULDERS SHALL BE SEEDED TO STABILIZE
THE SOIL. SEED BED PREPARATION SHALL BE CONDUCTED
ACCORDING TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (D.O. T.).
THE GROUND SURFACE SHALL BE CLEARED OF STUMPS, STONES,
ROOTS, CABLES, WIRE, GRADE STAKES, AND OTHER MATERIALS
THAT MIGHT HINDER PROPER GRADING, TILLAGE, SEEDING OR
SUBSEQUENT MAINTENANCE OPERATIONS. GRADES ON THE AREA TO
BE SEEDED SHALL BE MAINTAINED IN A TRUE AND EVEN CONDITION.
MAINTENANCE SHALL INCLUDE ANY NECESSARY REPAIRS TO
PREVIOUSLY GRADED AREAS. ALL GRADED AREAS SHALL BE
THOROUGHLY TILLED TO A OEPTH OF AT LEAST FOUR (4) INCHES
BY PLOWING, DISKING, HARROWING, OR OTHER APPROVED METHODS
UNTIL THE CONDITION OF THE SOIL IS ACCEPTABLE. ON SITES WHERE
SOIL CONDITIONS ARE SUCH THAT HIGH CLAY CONTENT AND
EXCESSIVE COMPACTION CAUSE DIFFICULTY IN GETTING CLODS AND
LUMPS EFFECTIVELY PULVERIZED, THE CON TRA C TOR SHALL USE THE
ROTARY TILLAGE MACHINERY UNTIL THE MIXING OF THE SOIL IS
ACCEPTABLE AND NO CLODS OR CLUMPS REMAIN LARGER THAN
1 7/2 INCHES IN DIAMETER. A FIRM AND COMPACT SEED BED IS
REQUIRED AND AFTER BEING GRADED, THE SEED BED SHALL BE
LIGHTLY COMPACTED WITH A LAND ROLLER, SUCH AS A
CUL TIPACKER, BEFORE AND AFTER SEEDING. LIMESTONE SHALL BE
DOLOMITIC AGRICULTURE GROUND LIMESTONE CONTAINING NOT LESS
THAN 10 PERCENT MAGNESIUM OXIDE, LIME SHALL BE UNIFORML Y
APPLIED A T THE RA TE OF 2 TONS PER ACRE. FER TILIZER SHALL
BE UNIFORMLY APPLIED AT A RATE OF 500 POUNDS PER ACRE OF
10-20-20 ANALYSIS. THE FERTILIZER SHALL BE INCORPORATED
INTO THE UPPER THREE OR FOUR INCHES OF PREPARED SEED BED
JUST PRIOR TO THE LAST TILLAGE OPERATION, BUT IN NO CASE
SHALL IT BE APPLIED MORE THAN THREE DAYS PRIOR TO SEEDINC.
FERTILIZER SHALL BE USED IMMEDIATELY AFTER DELIVERY OR
STORED IN A MANNER THAT WILL NOT PERMIT IT TO HARDEN OR
DESTROY ITS FFFEC TI VENESS. WHEN H YDROSEEDING EQUIPMENT IS
USED FOR SEEDING, FERTILIZER SHALL BE APPLIED SIMUL TANEOUSL Y
WITH SEED, USING THE ABOVE RATES OF APPLICATION. SEED
SHALL BE CERTIFIED SEED OR EQUIVALENT BASED ON NORTH
CAROLINA SEED IMPROVEMENT ASSOCIATION REQUIREMENTS FOR
CERTIFICATION. ALL SEED SHALL BE FURNISHED IN SEALED
STANDARD CONTAINERS. SEED WHICH HAS BECOME WET, MOLDY, OR
OTHERWISE DAMAGED PRIOR TO SEEDING WILL NOT BE ACCEPTABLE.
SEEDING SHALL BE ACCOMPLISHED WITH HAND PLANTERS, POWER -
DRAWN PLANTERS, HAND PACKERS, OR H YDROSEEDING EQUIPMENT
AT THE FOLLOWING RATES:
SEED BED PREPARATION (OFFSITE DRAINAGE EASEMENTS AND
SHOULDERS ON PUBLIC STREETS):
LIME.....................................................................2 TONS PER ACRE
FERTILIZER(10-20-20)..............................500 POUNDS PER ACRE
SEEDING MIXTURE:
(JANUARY 7 - MARCH 37)
COMMON BERMUDA GRASS (UNHULLED)....... 20 POUNDS PER ACRE
(APRIL 1 - JUL Y 51)
COMMON BERMUDAGRASS (HULLED)..............15 POUNDS PER ACRE
WEEPING LOVEGRASS.......................................5 POUNDS PER ACRE
CENTIPEDE........................................................8 POUNDS PER ACRE
(AUGUST 1 - DECEMBER 31)
COMMON BERMUDA GRASS (UNHULLED)........ 75 POUNDS PER CARE
TALL FESCUE...............................................720 POUNDS PER ACRE
CEN PFEDE........................................ . ............... 8 POUNDS PER A CRE
SEED BED PROTECTION:
STRAW MULCH......................................2 TONS PER ACRE (VISUAL)
ASPHAL T TACK ........................... 0.03 GALLONS PER SQUARE YARD
4. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE
INSPECTED BY THE CONTRACTOR AFTER EACH RAINFALL. WHEN
INSPECTION REVEALS THE TRAP TO BE REDUCEO TO 5OF DESIGN
CAPACITY OR THE DEVICE TO BE DEFICIENT IN ITS INTENDED
PURPOSE SUCH AS FABRIC DETERIORA TION FOR SILT FENCES THE
CONTRACTOR SHALL RESTORE THE DEVICE TO ITS ORIGINAL
CONDI TION.
5. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL REMAIN
IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL ALL
SEEDING IS ESTABLISHED AND CONSTRUCTION AREAS HAVE BEEN
STABILIZEC.
Temporary Seeding Schedule
SEEDING MIXTURE:
(JANUARY 1 -MAY 1)
SPECIES ............... ............................................................. RA TE (L B/ACRE)
RYE(GRAIN)...........................................................................................120
ANNUAL LESPEDEZA(KOBE)...................................................................50
(MA Y 1 - AUGUST 15)
SPECIES ............................. ............................................... RA TE (L B/A CRE)
GERMAN MILLE%.....................................................
(A UGUS T 15 - DECEMBER 30)
SPECIES............................................................................. RA TE (L B/ACRE)
RYE...........................................................................................(GRAIN) 12G
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TC EXTEND TEMPORARY COVER BEYOND JUNE 15,
O VERSEED WITH 50 LB/ACRE KOBE L ESPEDEZA IN LATE FEBRUA R Y OR
EARLY MARCH.
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10--10 FERTILIZER.
MULCH:
APPLY 4,000 B/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET A -EARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL,
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, FERTILIZE
AND MULCH 11WEDIA TEL Y FOLLOWING EROSION OR OTHER DAMAGE.
REVISED SEPT 14, 2012
REVISIONS
ME
I I I I I I I
I
w
Q f II I �17i
i
J
Z
Wo
cl
O W z
F-�JZ0
oWa;U
C� Q �
Z J0
O Z0o=
i
p 0 ❑ v a.
w V o M
w = Z 04
z���❑
a J C/)o
z LL
Z
❑ z LLJ
Q
a w
V
SSIC41.
*r SEAL :*
-_ 20744
1 N�-
�L SM %
�rll+l i ltl����
U 4
m M N
� m � O V O
N
L :: I?0
.s co
���� to
U cV � rn
Sr1 NIn
B coLn
m
Q Nco
• C N W (9 M
o C� Z N FL o
m
Z o U ` "
u7 a 0 Z
LL cn C V
r` 0 fr1 A5
J
N OUr G2 W Z
Project Manager: FDT
Project Engineer: DSW
Designed By: DSW
Drawn By: JHT
Checked By: FDT
Project Number: 2011135
Drawing Number: W-3417-dgn
Scale: N.T.S.
Date: 3-5-12
C=5
I-!L/-\IN VICVV
r,1-4,c-r v n a AII n/7Ta ii
„tirlll�ff�l��Ifj!~ d°aaaoaD0 °ab0
°
_111j�
`11�1� 1l11� 11;'
SIDE VIEW
U. rv"Lfv r"L nrzL/• .•+QUVC IFIC UUILCI r7,4D ❑CCry-]IHL7IL1ZCLI, 1'KLMUVL ItIL UUILt1 AIVL) UISYV.St Ur !'YVrLh'LY. eMU-'th'LY SIAdILIZL JHt AMLA WHLML IHt QUILL VV14.3 LUL..A1tL).
RI 1V`k1 4 Aln rR,d I/-1 /A// c-T -,DRr) TF-r^ TInA1
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULL Y ADEQUATE. RESEED, FERTILIZE
AND MULCH WMEDIA TEL Y FOLLOWING EROSION OR OTHER DAMAGE.