SW6090903_APPROVED PLANS_20091026

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �
YYYYMMD

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SITE
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VICINITY MAP
NOT TO SCALE
LEGEND:
RCP - REINFORCED CONCRETE PIPE
CI -CURB INLET
DI -DROP INLET
RIGHT-OF-WAY
-- sc STORM DRAINAGE LINE
---- /; - OVERHEAD UILITY
X - CHAIN LINK FENCE
iI BENCHMARK
LIGHT POLE
r' ® UTILITY POLE
® STORM DRAINAGE MANHOLE
C'TELEPHONE MANHOLE
0 CONCRETE
Q INLET PROTECTION
NC GRID
hAD B3
LW
X --�q
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LOC�'sFLpc--sue
302.
/ LOC-- OC--
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300.82
o 02.97
301.38
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,��GRATE: 300.64
3 0.64
�o NV: 298.00
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301.21
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N� **ATTACH A 3 INCH FAIRCLOTH SKIMMER
"'lll (OR EQUAL) WITH A 2.5 INCH ORIFICE TO THE
o RISER FOR DEWATERING THE SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE THE SKIMMER
AFTER CONSTRUCTION IS COMPLETE.
RI-10
GRATE: 294.25
IINV: 290.50
�B' SRO
i RCq ,r. �p0
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INV: 290.00
I
<b \
N I o /, RIP RAP DISSIPATOR
1 1 I n WIDTH: 5, 14
J 9 ,60 / °N' / LENGTH: 12'
a'I 2gg.5 299.19 O/W O O O D50:10", 23" THICK
00 GAL o
SEPARATOR
0.5i� -. --- (SIZED
_.
& I
_ _ .._.. _. BY OTHERS)
1 0! SWALE N
299.7
o 99.93 _ w
O 1� 58. 63 PE OF _ TEMPORARY SEDIMENT BASIN
a LF N
_ � w -- I L: 212', W: 42', D: 3'
- 6;; PE TOP: 295.5C'
_- - -�_. w -- 23.50 LF _.. ` 30.0� F L. 23. OF OF S
' 27.92 0
o INV: 292.5;'.
I OF 6 PE OF 6 PE OF 6 PE ! OF 6 <F g
D1-2 IJ DI 3 u DI-4 L DI 5 6 pF
i GRATE: 299.59 GRATE: 299.59 GRATE. 299.59 GRATE: 299.59 DI 6
o INV: 296.60 INV IN: 297.10 INV IN: 297.10 INV IN: 297.00 GRATE: 299.10 C-7 I
O INV OUT: 296.60 INV OUT: 296.6C INV OUT: 296.60 INV IN: 296.10 TC: 298.47 ,v�ill -' ., I /INV OUT: 296.10 INV: 294.50
N Iq I t 99.70 9 .70 I
O
^ n� 99G RIP RAP DISS�IPATOR N m LIM�ONSTF!JCTION
0 0 **VALVES SHALL BE PLACED ON THE DRAIN LINES AT THE 1 o
ro 6� BULK LOAD RACK AS SHOWN TO CONTROL THE OUTFALL WIDTH: 6, 14 e N `� 1.9 AC.
/ 1 I LOCATION DURING FILL UP. WHEN REFUELING 'HE STORM J ® LENGTH: 12'
DRAIN VALVE SHALL BE CLOSED AND THE OjV SEPARATOR b. D50: 10", 23" THICK
/T/ g
VALVE OPENED. AT ALL OTHER TIMES, THE O/W VALVE SHALL N
/ / r' I CLOSED AND THE STORM DRAIN VALVE OPENED. ao fD
/ O I
BE CLGI-8 N "' N
p; (0..7� - _._ IN
293 80 22.77 LF OFN
299.14
i l i
FES-9
N N
SWALE g8 30 18" RCP 01.329 INV: 293.50 TEMPORARY SILT FENCE
oM 299.0 \1 1 294.5
/ IFFi
O ' TEMPORARY INLET 295.0
tD' PROTECTION
O o 1 I 29 (TYP) ,� 293.5
1
I 95 292.5
0
O 300.0 TEMPORARY
CONSTRUCTION
CONSTRUCTION', till
/ UTILI'POSSITIES LOWERING OF 300.34 TEMPORARY 299.85 299 8 ENTRANCE N e
REQUIRED IN 1 n \- a--\
/ THIS AREA I
M
303
n \
TEMPORARY GRAVEL DIVERSDN w,/ 2913 1 ,
„g .,... �' M� 1 BERM ACROSS DRIVEWAY �8 00) SEDIMENT BA -�
1 -_, -- 30i - 6) THE BIORETENTION CELL SHALL BE USED AS A TEMORARY
�- .43 O� _ 300.7 SIN DURING THE CONSTRUCTION OF THE SITE. ONCE
%� 30`\-✓`' THE SITE HAS STABILIZED, THE SEDIMENT SHALL BE REMOVED
-_ 1
AND RESTORED TO ORIGINAL DESIGN DIMENSIONS, AT THIS TIME,
THE CELL SHALL BE EXCAVATED AND BACKFILLED PER THE DETAIL.
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9 -
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7960
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- - -
\ 307 -001 -001 301 --001 001 -001 _\"�_QDI \ _ - - - -
GOU 001 - 001 -001 --001 - -00 3c -1)
Approec t ,rn v t t Permit Documents
TEMPORARY DIVERSION BERM TO BE Const.uhcr c.n�
USED UNTIL GRADING IS COMPLETED hit No documents is
AND WATER DIRECTED TO TEMPORARY TRAP \ required oy r form { -n. t. North Carolina
I TEMPORARY GRAVEL DIVERSION GRUBER CONVERT EXISTING STORM Inspe-1,
',r t i.v ;�!�Ty conformity
with
nspect i m
BERM ACROSS DRIVEWAY f BOX TO A GRATE INLET `� r 'r) conformity with the
/ A % plans and p (s :+ d r , � o �,aece with the
ROAD / stormwater r, 2 7 1 we (1) )
Permit c%0W Date
/ *** THE TEMPORARY DIVERSION BERM ALONG GRUBER ROAD SHALL REMAIN / by ___ _ :: D - -;sior of Water Quality
IN PLACE UNTIL THE TIME THAT GRADING OF THE SITE IS TO THE POINT / / Sheet# C-T <ay.,
/ THAT THE RUNOFF IS BEING DIRECTED INTO THE TEMPORARY SEDIMENT - j_ "' von Date --9-. 2-0---
BASIN. A GRAVEL BERM SHALL BE PLACED ACROSSED THE DRIVES. SEE
DETAIL ON DIVERSION BERM FOR SIZE.
i
- -
_. L - -
TBM a
4D COTTON SPINDLE
N: 507,512.828
E ELEV:9294.1117 GRAPHIC SCALE
NC GRID NAD 83
(NSRS 2007) 20 0 to 20 40
NAVD 88
( IN FEET )
I inch = 20 ft.
eWy (-hicago VriVe - Omte IIZ
Fayetteville. North Carolina 28306
Phone. [phone]
Face 42Ers777
Li\�
censen5e Number. C-2354 �
4d ,51TE
�50L_UTION,, INC
A ENGINFS.WNG A SURVEYING AGP� A CON. TzuaaN LAYOIfr A
j z
iF
027452
REVISIONS
PROJECT NAME
FORT BRAGG
GREEN FUEL
FACILITY
GRADING AND
EROSION
CONTROL PLAN
CLIENT
E. D. RESOURCES,
INC.
PO Box 1333
Wilson, North Carolina 27894
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
463
DRAWING SCALE
HORIZONTAL: 1 "=20'
DATE RELEASED
SEPTEMBER 28, 2009
SHEET NUMBER
C-301

SITE I
EES R0
�ONGsj/
jnPGP�P 51
P40RTH
VICINITY MAP
NOT TO SCALE
LEGEND:
RCP — REINFORCED CONCRETE PIPE
CI —CURB INLET
DI —DROP INLET
— — — RIGHT—OF—WAY
- so ---STORM DRAINAGE LINE
—OVERHEAD UILITY
X CHAIN LINK FENCE
BENCHMARK
P, LIGHT POLE
• UTILITY POLE
® STORM DRAINAGE MANHOLE
CTj TELEPHONE MANHOLE
[:]CONCRETE
INLET PROTECTION
NNr civ �'AD e9
LOC—.--
_
� } � LOCH LOC
LOCH LOC .0
x _ _— - -�— ..
- LOC— LOC�— 302.5
30
x x -- LOC— OC— COD-
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OV �-4.0-
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\o s a Iro tl O�GRATE:I 300.64
'S INV: 298.00
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BIORETENTION CELL
TOP: 295.50
INV: 293.50
MAX POND DEPTH: 9"
RI-10
GRATE: 294.25
,GRATE:
290.50
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FOREBAY
OVER EXCAVAT: TO
ELEVATION: 2%,00'
"PURPOSE OF FDREBAY IS FOR STORMWATER
ONLY, NOT EROSON CONTROL. THE FOREBAY SHALL
BE LINED WITH e OF COMPACTED CLAY MATERIAL
TO FORM AN IMPERMEABLE LAYER TO PREVENT WATER
FROM MOVING TROUGH THE MEDIA INTO THE UNDERDRAINS.
-- ••� —..J01 —001 —001 Ol J-001 — —00 OC ;. —'�� I Approve,
"�� \ i Consructinr Owl Permit Documents
ac
regi e1 by r s rmwal�re it these documents is
rules ,edu tF 11he. North Carolina
CONVERT EXISTING STORM Insr t �� ,� tx ma ar system designer
e `N wnformi
GRU BER Par Intl ; ecs ,nd ce, r9 co�npllance with the � the
BOX TO A GRATE INLET
J slormwater rulac 115A tir A^, 2H 1g00
ROAD / Penngp; SwGo90 (j))
by �GL--__Oate�.Jyp.Z_
She=t» (.S_2 Division of Water Quality
-- -- -- Revision Dated
>< -
;;
TBM 0000000
4D COTTON SPINDLE
N: 507.512.828
E: 1, 989, 572.157
ELEV: 294.11 GRAPHIC SCALE
NO GRID NAD 83
(NSRS 2007) 20 0 10 20 40
NAVD 88 1 1 1 1 1
.•w J .,�uwyv � rc uua ���
Fayette ille. North Carolina 28306
Phone
� (910 1�6 �
Licenee Number, C-235A
4t),5711
,50L_UTION,, INC
ALIGQil L¢IN� A �NRV rNS A Gel A WiOTRIICiION L YON A,
4 S AL r• -
027452
s GINS
0�
REVISIONS
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PROJECT NAME
FORT BRAGG
GREEN FUEL
FACILITY
STORM WATER
PLAN
CLIENT
E. D. RESOURCES,
INC.
PO Box 1333
Wilson, North Carolina 27894
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
463
DRAWING SCALE
HORIZONTAL: 1 "=20'
DATE RELEASED
SEPTEMBER 28, 2009
SHEET NUMBER
(IN FEET )
1 inch = 20 ft.
C-302

409 Chicago Drive - suite 112
FIMED ENO SECTION DIMENSIONS Fayette✓LLe. Nor -Eh CaroUna 28306
PIPE DW. 0 WALE 00 L A B C E F G H J K M Phone: [phone] \\\\
15" 15- 2 I/4 19 1/2- 74 3/4- 7" 27 1/4. 47 1/2" 30- 17 5/8' 16 3/4• 1.7• 16 1/2• 2• 2" Fax, [phone] \\ -
18• 18• 2 1/2 23• 74 3/4• 9• 27" 47 3/4• 38• 20 7/8' 20 1/4• z0 1/4. 19 1/2" 2" 2' License Number: C-2554
24' 2P 3' W, W. 9" 43" 37• 47 3/4. 27 1/2. 27 1/8. 26 3/4" 26 1/4" 2 13/16 2 3/4-
/L, �\ r \�
38' 36• 4• aa' 97 1/2• 16• W. 37 1/2• 71• 40 7/8' 40' 39 3/4- 39' 3 3/4' 3 3/4' 4 1 / ,5'TI \\
EXPANSION JOINTS SHALL BE y' 48• s• SB' 99 1/C 2s 1/2' 70 1/a' 29' BJ I/2' S3 3/4' S2 3/4' S2 1/2' S1 3/4' a 1/a• 4 1/a' 1/ I G
6 18 20 FEET +/- O.C.
6^ ,B" �N LION, o �, iNc
CONTROL JONTS EVERY 10 FEET +/-.
AEN(,INCErLNG � 5U2VEYIN4 � 4P5 � CON5T2UCFION LAYOUT
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
tO 4,000 PSI CONCRETE SLAB GRADE 60
3"R 3 R \ 5 SECTION BE SITEXPOSED E EDGES
INTOCONFLARED FERED
.b d - i M OD I G E 4. PIPE TO O G SITE
BY INTO FLARED END
i0 6x6 W14xW14 WWM.
" PITCH 17
N " L S STRUCTURES SHOULD BE
N ��� ° 5 POSITIONEDPRECE AROUND AN EXISTING PIPE OR PIPE %\,
INSERTED INTO FES. FLARED END SECTIONS
LD - SHOULD BE PLACED ON A PREPARED FOUNDATIONAlp,
d LO ,jI ILA AS SPECIFIED BY THE ENGINEER. r ' I \\\,IT��/1_lPL^`
d " 00 - - - K- - 6. COMPACTION OF BACKFlLL MATERIALS SHALL BE . J-8, P
a N 3600 PSI CONCRETE "d ' ^ 3000 PSI CONCRETE ^ � ,. TOP VIEW AS REQUIRED BY THE ENGINEER. \`V.-[VV
N \\
1 11
PITCH 5% ; ,'_ ''�" ` ' " d '
I`
E 24 a� ----------- lllw� r y / <r
DUMMY GROOVE JOINTS EVERY 10' fE 2a _
EXPANSION JOINTS EVERY 30' DUMMY GROOVE JOINTS EVERY 10' 6" STONE BASE OD H J L
�O.2,'A
EXPANSION JOINTS EVERY 30' UA
WALL
NTS NTS NTS f L NTS REVISIONS
SECTION VIEW OUTLET VIEW
1 24" STANDARD CURB & GUTTER 2 24" SPILL TYPE CURB AND GUTTER 3 CONCRETE DRIVE PAVEMENT SECTION 4 FLARED END SECTION
DESIGN CRITERIA }
AGGREGATE SIZEUSE2-3 INCH WASHED STONE DEWATERING CONCRETE BLOCK J
DIMENSION OF GRAVEL PAD _ 7 Z
S-
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNES6INCHES MINIMUM _ __ 1. LAY ONE BLOCK ON EACH SIDE ! O
IN LENGTH AND 12 FEET IN WIDTH OF --- OF THE STRUCTURE ON ITS
WITH 2O FOOT RADIUS AT EXISTING WIDTH- 12FT MINIMUM OR FULL WIDTH AT ACCESS - SIDE IN THE BOTTOM ROW TO
ROADWAY ---
POINTSOFTHEVEHICULARENTRgNCEANDEXIT ALLOW POOL DRAINAGE THE U)
AREA, WHICHEVER IS GREATER -- /F
Llj
-294.25' 36'-O"MIN 4'-b' iO'-b' - ♦ `+Ft'S FOUNDATION SHALL BE EXCA&VED
B.,Z LENGTH- SOFT MINIMUM. AT LEAST 2 INCHES BELOW THE
jr Ir
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT -- CREST OF THE STORM DRAIN. Q O
` - LOCATION -LOCATE CONSTRUCTION ENTRANCESAND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ""' / +�- 7 g - PUCE THE BOTTOM ROW OF BLOCKS IL
EXITS TO OMIT SEDIMENT FROM LEAVING THE SITE BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIE FINAL ___ o-' G '`I {>, _-----' AGAINST THE EDGE OF THE STORM
\ AND TOPROVIDE FOR MAXIMUM UTILITY BYALL - 'A' �J�-
\ MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED. -° DRAIN FOR LITERAL SUPPORT AND
/x` FILTER FABRIC CONSTRUCTION VEHICLES AVOID STEEP GRADES i I
% \ / / 2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS. CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.--." 'Es', TO AVOID WASHOUTS WHEN OVERFLOW Q D_
B. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE OCCURS. IF NEEEDEO, GIVE LATERAL
FINISHED CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL -- - 4 H,. 4 _ ` SUPPORT TO SUBSEQUENT ROWS BY
` ' GRADE ` ` GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS 2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND -
' -' �- PLACING 2X4 WOOD STUDS THROUGH
REQUIRED FOR STAGING AND/OR BORROW AREAS AND ONE WEEK PRIOR TO THE PRECONSTRUCTON CONFERENCE, ONE STABILIZED. ASS Y - , J 11.1
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER. �; �` BLOCK OPENINGS.
`\ \\ \ \/ \ CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING -_.__ aL{'�a,. '=£F:Igo _.._-_ Ll.l
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED 1 2. CAREFULLY FlT HARDWARE CLOTH OR
/ CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL ---- - ' _ T
/ \ / INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO s " +' - COMPARABLE WIRE MESH WITH 1/2-
ACCEPTANCE --
3, IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET. _ INCH OPENINGS OVERALL
0 ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. BLOCK OPENINGS.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL //f+ - _--- --�
\G MAINTENANCE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT- ` 2.1 SLOPE GRAVEL FILTER O
eV PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
290.50' J EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE --- 3. USE /57 WASHED STONE, PLACED
Q MAINTAIN FROMLHE LEAVINVEL PADG
ECONSTRUCTIONEA CONDITION SITE THISENT MUD OR 2-INCHES BELOW THE TOP OF THE
1/4- PER iT / SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY S. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY. BLOCK. MAXIMUM SLOPE OF
$O, REQUIRE PERIODIC TOPDRESSING W TH 2-INCH STONE. AFTER EACH OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
mm, RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND LIMITED TO OFFSITEBORROW OR WASTE AREAS, STAGING OR 11 ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE TEMPORARY SEDIMENT WIRE SCREEN DEWATERING STONE FILL SHALL BE 2:1
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL STORAGE AREAS). THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT _ �_
\" OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE T
\.
PUBLIC ROADWAYS. POOL 1' MIN. T
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL ENGINEER. NCDENRS FINAL APPROVAL IS REQUIRED. L
QU 2. MAX
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL 16"
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
-im
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND 1P`.`°F 1_ 1
SECTION A -A COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.-�'�L_J,I1 PRO TECT NAME
., I V
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR SEDIMEM ... DROP INLET
NOTES AGGREGATE \tip ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND WITH GRATE
1. OUTSIDE RISER DIMENSIONS: L=4', W=3' 6" MIN. THICKNESS EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
INSIDE RISER DIMENSIONS: L=3', W­-2' IMMEDIATELY.
ENGINEER. 21MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY. MHE B4R INSPECT THE FO RT B RAG G
2-3" COURSE WRIER EACH MIN MAKE flEPAIRS A9 NEEDED.
RREMOW SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUMENT FOR
NTS NTS S°BSEDDENTRAINS NTS GREEN FUEL
5 STORM BASIN RISER DETAIL 6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 7 GENERAL EROSION AND SEDIMENT CONTROL NOTES 8 BLOCK AND GRAVEL INLET PROTECTION FACILITY
DRIVE STEEL POSTS 18- INTO THE GROUND ATTACH WHO FENCE TO POSTS AND EXTEND NOTES:
MAXIMUM B' OC, AND EXCAVATE A 4 %8' THE BOTTOM OF THE FENCE IF INTO THE
TRENCH JPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNEDCEIFINT TH
SEEDING PREPARATION. "WARM SEASON". PLANTED BETWEEN MARCH 1 AND AUGUST 31 ROsrS 4- IN VATTED FRENCH
WRE SHALL eEA MINIMUM OF 32 INCHES IN METHANE
TOP 65 POUNDS/ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), MIN TOGA WIREBOTTOM TRAND SHALLER FABE ARIC
IC SHAUIMUM O EA MRES WITH 36-IN DTHASPACIND
CAPPED 2. FILTER FABRIC SHALL BE A MINIMUM OF J6' IN WTH AND
1. AREA WILL BE TILLED TO A DEPTH OF 4" OR FOX TAIL MILLET (BRACHIARIA RAMOSUM) EEL POSTS MIN 12A Es SHALL BE FASTENED ADEQUATELY THAT
TO THE WRE WITH ETERIORATES TO SUCH
CLEANOUT MIN.f2-12IN EXTENTSTAPLETHAT 17S EFFECBRICTHA IS REDUCEDSHALBE
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET OR 1.5 TONS/ACRE. ONE WREs EXTENT THAT ITS MALT RATCSISREDUCED SHALLBE
MIN, 12-1/2 GA, REPLACED BY CONTRACTOR AT CONTRACTOR'SE%PENSE.
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS/ACRE OR 20 POUNDS STRAW MULCH:
12 PONDING ;, _- 3. STEEL PASTS SHALL BE MIN OF S'HEIGHT AND SHALL BE
I IN SITU i!% // PER 1000 SQUARE FEET. THE FERTILIZER SHOULD EITHER SLOW TIME RELEASE THE SELF FASTENER ANGLE STEEL TYPE.
SDIL /��///�! //�.//�C / jj/� / /j II '" 4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
FILL soli MEDIA/i OR BE APPLIED IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE 4,000 POUNDS/ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO SITE &EROSION
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
/, SECOND AFTER PERMANENT SEED GERMINATES. BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED REPAIRSORCLEgNUPTo a1NTA1NTHEEFFELTNENESSOF
MIX: 85%SAND /ji % // - THE DEVICE SHALLBE MADE IMMEDIATELY.
4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH
„ S.REMOVE ADEPOSITED TORAGEVOLUMEANDTO EDUCE CONTROL
5/ ORGANIC // / /, /j /! SOIL PRIOR TO SEEDING. THAT THE ENTIRE AREA APPEARS BLACK IN COLOR. PRovIOEAOEouATEsroRAGEvo UMEANOTOREDucE
,, ' PRESSURE ON THE FENCE AS NEEOEO-
: / / ,% �� / �� STEPI STEP2 , s,•�
141#89 WASHED STONE / li 1 PERMANENT SEEDING: HYDROSEEDING: REPRESENTATIVE
MEASURE ACTIN NOTBE APPROVED MEN
THE DETAILS
CONTRACTOR UNTIL IRIS ACTION IS APPROVED BY AN NCDENR
1 i Ili _ ATTACH THEFILTTOM OF I HTO THE WRE FEND- F RMLYLLTHETHORHE BOTTOPACT THE SOIL REPRESENTgTNE. THE ACTION WILL BE APPROVED WIEN THE
EXTEND THE BOTTOM OF THE FABRICS"INTOIIE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
M1 CONTRIBUTING DRAINAGE AREA IS STAB
TRENCHANDTURNED OVT4"IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BEVISIBLE. LE.
10 #57-WASHED STONE, -2 rv'tiNlr�tuMTowaTER'TnsLE ERDIxnIN I' "COOL SEASON". PLANTED BETWEEN SEPTEMBER 1 AND FEBRUARY 28 HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER THAN 1
TI -
- 50 POUNDS/ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA), NO RYE GRASS HORIZONTAL TO 1 VERTICAL. PREPARATION MUST BE COMPLETED PRIOR TO
wA7EkTABLE % !, GO
25 POUNDS/ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN TWO APPLICATIONS. � WIFEFENCEPOSTS MAX 'HO
WRE FENCE 'HOG WRE'
25 POUNDS/ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE _ A m FILTER FABRIC
SEED AND THE SECOND APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND I I ��' I` - 0WIFESTAPLES 11/2-LONG
"WARM SEASON". PLANTED BETWEEN MARCH 1 AND AUGUST 31 1/3 OF THE SEED. THE MULCH WILL INCLUDE A TACKIFIER AND WILL BE APPLIED �I t }{I f BOTTOMO WIRE FENCE AND CLIENT
IC BURIED 8 IN
50 POUNDS/ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), AT A RATE OF 2,000 POUNDS/ACRE OR THE MANUFACTURER'S _ '�: w E%CAVATEDRTRENCH B TURNED
OUT P IN THE TRENCH
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM) RECOMMENDATION; WHICHEVER IS HIGHER. „. --LLQW
50 POUNDS/ACRE COMMON BERMUDA (CYNODON DACTYLON) HULLED 1
-DYES:
- DO NOT CONSTRUCT BIO CELLS (SOIL MEDIA AND UNDERDRAINS) UNTIL THE SITE IS STABLE
UPON COMPLETION:
R �,�r .-f ^ p y STEEL POST DRIVEN
/ r.,,,.�i`'� z4•wro ceourl0
E D RESOURCES,
- BID CELLS SHALL BE SODDED UPON COMPLETION
TEMPORARY SEEDING:
STEP4 ASTEP 3
& OUTFALL SHOULD BE CONSTRUCTED TO CONTROL ON SITE STORM WATER IMMEDIATELY
UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER
MAINTENANCE SECTION AA-
INC.-RISER
UNDERDRAINS SHALL BE 4" SMOOTH PLASTIC PIPE BURIED IN 12" #57 STONE
- UNDERDRAINS SHALL LAY ON 3"#57 STONE
"COOL SEASON". PLANTED BETWEEN SEPTEMBER 1 AND FEBRUARY 28 MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC-MR.
f. INSPECT SEDIMENT FENCES AT EAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
120 POUNDS/ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA) JACK WILSON AT 396-2301, EXTENSION 224.
2 SHOULD THE FABRIC OF A SEDIKNT FENCE COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS A NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE ORE TO AVOID UNDERMINING THE FENCE DURING CLEANWT. NTS
4. REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS BRING
AND THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE ARP HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL
p pp
PO UDX 1333
10 SEEDING SPECIFICATIONS
12 SILT FENCE
Wilson, North Carolina 27894Phone:[phone]
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
DR IVE POSTS 24- INTO THE GROUND ATTACH WRE FENCE TO POSTS AND EXTEND
MAXIMUM 4' O.C. AND EXCAVATE A 4' X8" 2. INSTALL THE EXTENDAFFIJES AS SHOWN ID THE GRADING PLAN.
31 3n/ TRENCH UPHILL ALONG THE LINE OF EXCAVATEDBOTTOM
NTRENCH ANDTURNEDOUT 4- IN BAFFLER SHALL EXTEND THE FULL WIDTH OF THE BASIN INFORMATION
PGBTG.
THE TRENCH. SUPPORT WIRE OR 3.00NOT THESPLICEBASIN FABRIC, USE ACONTINUOUS PIECE
ACCROBS THE BASIN OR TRAP.
ROPSHALL
s'�` P05T F�,O DESIGNED BY: SEAN
STEEL POSTS / A. POSTS FOR THE BAFFLES SHALLBE d' OG
295.5D S BERM
MAINTENANCE
DRAWN BY: SEAN
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY . ^
BOTmM ANCHORED Wm STAPLES ' '� CHECKED BY: CHRIS
2 REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE ,y
DAMAGING
L✓llw. /.f r-L ji-,.-4� -- _ BAFFLES MEN THE SEDIMENT IS REEMOVVEDA G'X \♦5
i � \ MA PROJECT NUMBER: 463
- ., B. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE S J' K h ♦r � y' L
r..i05%MINI ..a L.•1 r. -, l,, i- 293.50' A STEP STABLE. /..
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NW ENR REPRESENTATIVE THE ACTION WILL BE }
APPROVED MEN THE CONTRIBUTINGORAINAGE AREA IS yy INLET ZONE DRAWING SCALE
7 #57 WASHED STONE - -i III - 1 - _ J - D �i E STEP . > 35x or SURFACE utEA
N
4. PLACEMENT OF BAFFLES. p, '
_ 1ACH THE JUTE NETTING OR OTHER FABRIC BACKFILL THE TRENCH AND COMPACT THE SOIL INLET ZONE-35% OF LENGTH FROM ENTRY POINT
�T +=PROVED BY THE ENGINEER TO THE STAY WRE FIR MLY TO ANCHOR THE BOTTOM OF THE SILT FIRSTCELL-25% OF LENGTH FROM INLET ZONE `� d.`"' FIRST CHMBER NOT TO SCALE
p e50 POSTS. EXTEND THE BOTTOM OF THE FABRIC FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. SECOND CELL -25% OF LENGTH FROM FIRST CELL 25R OF SURFACE AREA
�f\ Q NTO THE TRENCH AND TURNED OUT 4"IN THE THE TOP OF THE FABRIC SHALL BE B"HIGHER OUTLET ZONE -15% OF LENGTH FROM SECOND CELL
Oly Ri1 -F-NCH OR USE 8"EROSION CONTROL MATTING THAN THE WEIR. SECOND CHAMBER
41\ =--APLES. 25% OF SURFACE AREA
L,bb� POSTS MAX r O.C.
NOTES: W W
TOP STAY WIFE OR ROPE RFT ZONE
- THERE WILL BE A TOTAL OF 4-6" UNDERDRAINS SPACED AT 6', 16', 26' AND 36' FROM THE EDGE OF THE \ A 15% of SURFACE AREA
EXCAVATION. \ m JUTE NETTING OREQUIVILENT ApproveD S3 Orrnwater Pormit Document,
- UNDERDRAINS SHALL TIE INTO THE BOTTOM OF RI-10 $ - BOTTOM OFFABRIC BURIEoe- Construction ir. accortlance M:;;n fie6e documents i9 DATE RELEASED
Rn IN EXCAVATED TRENCH& required b }nc StOrmWatOT C^:I 011t. North Carolina - 10 TOTAL CLEANOUTS SHALL BE INSTALLED SPACED EVENLY THROUGHOUT THE UNDERDRAIN SYSTEM \ TURNED OUT VIN THE 4 • Y PERSPECTIVE VIEW
<9 TRENCH,DR PINNED WTH8- rules require that the StormwEvBr -system designer 1.� OCTOBER 2, 200E
EROSION CONTROL MATTING Inspect during constru,!icl^.', Pertify uniformity with the
srAPLEs. W plans and specs; and certify, cumphanre with the
--SEE DETAIL /9 FOR ILLUSTRATION AND EXPLANATION OF r .. �1L
\ -:1-' stormwater rules. (15A NCAi; 2H .1006 (I))
FILL MEDIA AND UNDERDRAINS. \ _
\ STEEL POST DRIVEN Permit #_jt 010EDa1e_1o.12,e1-�
\ A 24"INTO GROUND by 4c` fNWDivisonofWaterOualM SHEET NUMBER
\ -
sTEP3 STEP SECTION A -A Sheet it__C,HlEj _R'.0slornDate_i.Za.vl_
TUTS HORIZONTAL 1"=30' TUTS C-401
VERTICAL 1"_3'
9 BIORETENTION CELL DETAIL 13 BIORETENTION X-SECTION 14 POROUS BAFFLES

PVC VENT PIPE --,\",,INLET
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE —CONSTRUCTION CONFERENCE.
MAX. SLOPE (TYP) NATURAL GROUND
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY DIVERSION BERM AND TEMPORARY SILT FENCE WHERE
�
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND T. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
SPECIFIED.
1r
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
3. CONSTRUCT TEMPORARY SEDIMENT BASIN AS SHOWN.
•
IN. 2.5
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
�1
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
B. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
4. INSTALL THE OUTFALL PIPE AND SKIMMER FOR THE SEDIMENT BASIN.
FLEXIBLE HOSE
NATURAL GROUND i
25 PF
1� „f` �Ir IL
m
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
5. CLEAR AND GRUB THE SITE AS NEEDED, INSTALLING THE SEDIMENT FENCE WHERE REQUIRED, AS THE CLEARING
HILT. „'
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
OPERATION PROGRESSES.
eS-P-
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION_ 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
6. ROUGH GRADE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
7. INSTALL THE STORM DRAINAGE.
SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
COMPACTED SOIL
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF —PRODUCING EVENT. C U
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
••• WHEN A GRAVEL DIVERSION BERM IS REQUIRED, TH HEIGH
EFFECTIVENESS OF THE EROSION CONTROL DEV CES SHALL BE
MAINTENANCE
SHALL BE RmUCED TO 12 INCHES AND THE TOP WIDTH TO 6',
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
9. PERFORM FINE GRADING.
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
TEMPORARY DIVERSION KEY NOTES:
LIMITED TO OFF —SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
STORAGE AREAS)THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
,
10. INSTALL AND PREPARE THE BASE COURSE.
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1 2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
11. PAVE CONCRETE HARDSTAND.
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER,
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE —ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
FOR LESS THAN 30 DAYS
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY MEASURES.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE —WAY, THE CONTRACTOR
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP —RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
14, ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
ACCORDING TO THE NCDENR EROSION CONTROL MANUAL.
MAINTENANCE:
ORTHE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
IMMEDIATELY.
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
AND MAKE TIMELY REPAIRS AS NEEDED.
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS.
NTS
NTS
1 GENERAL EROSION AND SEDIMENT CONTROL NOTES
2 CONSTRUCTION SEQUENCE
3 FAIRCLOTH SKIMMER
4 TEMPORARY DIVERSION BERM
SKIMMER
TRASH GUARD $'
TOP OF DAM
3 1 ABOVE EMERGENCY SPILLWAY
�
r EMERGENCY SPILLWAY
T E SEE DETAIL
WATER
SURE �/ , �� ,�/
24 HOPE
c
> .\
PRECAST
CONCRETE BOX COLLAR w SEEP
COLLAR
CUT—OFF TRENCH
2' DEEP MIN.
2' WIDE MIN.
DAM CROSS SECTION
10,
RIP RAP
FILTER FABRIC
4
/,,.
�VINLET
PVC VENT PIPE
SPILLWAY CROSS SECTION
FLEXIBLE HOSE
SON 40 PVC J -SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
RPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
SKIMMER
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS WEEKLY AND 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 AN AREA WITH
SEDIMENT CONTROLS.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
FROM THE RISER AND POOL AREA.
NTS
5 TEMPORARY SEDIMENT BASIN
409 Chicago Drive - (Suite 112
FayeEteviLLe, North Carolina 28306
Fax. [phone]Z7 \\\
License Number. C-2354
b0LUTI]oNb, INc
AEN41NEEQINS A DZVLYIN4 /114P5 A CON�TPJJCIION LAYalfr A
PP . 2- 04
1�
REVISIONS
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PROJECT NAME
FORT BRAGG
GREEN FUEL
FACILITY
EROSION
CONTROL
DETAILS
CLIENT
E. D. RESOURCES,
INC.
PO Box 1333
Wilson, North Carolina 27894
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
463
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
OCTOBER 2, 2009
SHEET NUMBER
C-402
I

SITE y
� tt0
LONGSSRE p
ST
ca TAGx(v,
o nnnn�
5� IVORTN
VICINITY MAP
NOT TO SCALE
LEGEND:
RCP - REINFORCED CONCRETE PIPE
CI -CURB INLET
01-DROP INLET
RIGHT-OF-WAY
-- 5- ---- STORM DRAINAGE LINE
- OVERHEAD UILITY
-----. CHAIN LINK FENCE
BENCHMARK
LIGHT POLE
0 UTILITY POLE
ti� STORM DRAINAGE MANHOLE
TELEPHONE MANHOLE
Q CONCRETE
INLET PROTECTION
ea �Xsgr
2OpyJ FOREBAY
OVER EXCAVATE TO
LFiC L ELEVATION: 292.00'
INV: 293.50
_ tAE,�."--t9C-�--_ - OC LOC- LOC
-- .--- 299.5
L
LOC'�- L� 297.0 _
y X --�_ -:- ? -- - L
r
_-_C�--- LOCH Loc�� oG..,
301.0
302.0
t: ------ LOC--'"" LOG'- � k
n CO CO CO - CO
x k --r -r X - X LOC-- OC- LOG- Ld�'�- 302.5
�J.
71.
- -
/ rrr,
4. �'�� 2 - . ' z CLEANOUT
00 0
1 J (TMP) 2ge
GRATE: 300.64 LF ' - 64.76
INV: 295.53 INV: 294.88 o N m Z
i
= cV ti
w
°' 0 0 r0 ?05
f1 '
ci
J� t,
BI NTION CELL
to ro n OTOP: 295.50
y N INV: 293.50
I c1 O
MAX POND DEPTH: 9" _- 2W�
Y D C
Q.
200
c c
293
CA
�c
r
O i N ,GRATE: 294.25--
,, }01O T "c INV: 290,50
CO �. CG co
®� s - -
o 0 o ��
aoi FA
INV: 290.00 \
N ♦ 9�
i
i
rn
1`
ui
--
�; of
o
N N �
to
23.50 LF 30. 0 F 23.50 LF I I m
i - 0 6" PE OF 6 P OF 6" E
sal DI-2 LJ DI-3 � DI T 6, I
i GRATE: 299.59 GRATE: 299.59 GRATE: 299.59 \ i CI-7
INV: 295.60
INV IN: 296.10 INV IN: 296.10
�i O I INV OUT: 297.10 INV OUT: 797.10 tt TC: 298.47
1 J - DI-5 j f INV: 294.50
GRATE: 299.59 II I i O o
INV IN: 296.30 ,�w-_ h SF N N o n
„ I INV OUT: 296.80 ryg6. ,n of
D1-6 m rn CO CO CO CO n
GRATE: 297.76 - w
�O
INV OUT: 295.45 CI-8
u>
/ I TC. 298.32 m
/.' 293.80N N
INV:
I � F
A
p q 16" RCP O 1. X INV: 293.50
i
J m I W
FOREBAY
2990 � 294.5 , r OVER EXCAVATE TO
i
/ ELEVATION: 292.00'
295.0
M - 00 0'
-_-_ J '^� 293.5
r�-292.5.30
r
/ "^o Oj 0� 3� 0 o m_ _ F -_ .� UCE----`g1?j -- "PURPOSE OF FOREBAY IS FOR STORMWATER
ao " _ N_-�`� - ONLY, NOT EROSION CONTROL THE FOREBAY SHALL
OOl BE LINED WITH 6" OF COMPACTED CLAY MATERIAL
TO FORM AN IMPERMEABLE LAYER TO PREVENT WATER
i
� � 03 -• � " "��_E FROM MOVING THROUGH THE MEDIA INTO THE UNDERDRAINS.
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4D COTTON SPINDLE
N: 507,512.828
E: 1,989,572.157
ELEV: 294.11 GRAPHIC SCALE
NC GRID NAD 83
(NSRS 2007) 20 0 10 20 a
NAVD 88 L 1 1 1 1
(MFEET )
i inch = 20 &
4U9 GMca_w Vrive - Juife 11"L
Fw.H_-vf . Nwfh Ca,Aina 283o6
F 9 9 426-5777 \\\\
License Number: C-2354
4D SITS.
bOL_UTIO*NINC
�cNCNGcwN4�5ueVcnN4 /1�4�5/I�rsNStuuneN urarF
SEAL
027452 c
I� i9 0`)I
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FORT BRAGG
GREEN FUEL
FACILITY
STORM WATER
PLAN
CLIENT
E. D. RESOURCES,
INC.
PO Box 1333
Wilson, North Carolina 27894
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY-
SEAN
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
463
DRAWING SCALE
HORIZONTAL 1 "=20r
DATE RELEASED
OCTOBER 19, 2009
SHEET NUMBER
C-302