SW7051107_APPROVED PLANS_20051117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�OSf/07
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DEC DATE
YYYYMMDD

z�a
R/W
TOP AND BOTTOM STRAND -
SHALL BE 10 GAGE MINIMUM
X 25.5
/
/
/
/
/
Ds
/
/
/
P /
/
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
/ USED SHALL BE DETERMINED BY THE ENGINEER.
i LIME..................................................2 TONS/AC
10-10-20... ... .......... ...................... .1,000 LBS/AC
0-20-0..............................................500 LBS/AC
STRAW MULCH ..........................2 TONS/AC (AFTER SEEDING)
/ ASPHALT TACK. ... .200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
/ 50# TALL FESCUE
5# CENTIPEDE
50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE
X26.9
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31 I
X26.1 75# TALI.,. FESCUE I
50# PENSACOLA BAHIAGRASS500# FERTILIZER
j
4000# LIMESTONE Ir
I
x26.1
x 26.2
X26.2
20' DRAINAGE
EASEMENT
OVERHEAD UTILITIES(TYP)
/
/
/
/
/
1
/
/
,y1
/
LIMITS OF DISTURBANCE
27 r
727
27 / ©. TW
28 TP 27.34 27
r 28.52 / / TP 27.34 TP 2 .
TP 27.61
O � TP 27.73 TP 27.61 \'
TW 28.52
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/ TP 28.52 TP �.52
TP 28.02 SWALE IN PAVEMENT `}�
. - 11 OLF 0 1.0% 0
»� >» �.
TP 27.22Tp 28.32 x27.7
CLASS "B" STONE APRON
La = 8' TW 29.22 TW 29.12
WIDTH COUTLET 6' TW 29.22 TW 29.4
WIDTH CO' END B'
DEPTH 22"
5 TONS
TP 27 93
N
V
TP 27.34 �
rytb
TP 2
6#0 27.7
TW/► 29.12 `L\V
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FES A4
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T-TW 29.22
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TP
IN 29.42
CLASS 'B' STO 29.*Z' 7W 29.22
_ WIDTH 0 OUFL� �� TW TW/7P �'I I
WIDTH 0 ENDS SWALE !N PAVE 42 ! op
ti CQ
5ETON522" 104LF 0 1.0% © ' � TW 2 42 TW 29.22
TP 27.7 > % »» > �TIP 28.82
DI#I GRATE f
TW 29.42 I o
28 ! INV.�257 08�'
I N
TW 29.32 19 2
27.9211r1fs I TW 28.90 q
CLASS 8 B" NE APRON \�400
" I TW 29.42 !
WID UTLET 6' 6 ATER SERVICE INTO I 0 f TW 29.30
DID END 6' B ING TO SERVE FIRE TW 9.42 1 � I
5 TONS AND DOMESTIC LOADS I CJ I TWI `A
E57>44 _>»» _>>_ i i o
TP 27.78 SWALE IN PAVEMENT TP 28.82 I L ___
1.16% 9a BEND
90' TW 29.32 j O+ j TMr% ar
BEND 2 TW 129.42 ( I
CO ' 29.42 29
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I I t18.67 ,n
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iP 27.91 17-
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�QR CONTINUATION
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�W 29.42 TW 29.42 \ \
r-TP 27.91 I TC 29.32 I TC 29.32 \
_____---- - - - - ------------ F -----J TC 29.0 ,
TW 29.32 TW 29.32 TC 29.32 TC 29.32
TP 28.8 TW 28.82 TC TC SPILL TYFI� rye`
Tc 29.0g TC 29.06 phi
CLASS "B" STONE API TW 29.3 29.06 28.g0 CURB(TY
La = 8' Tp /
WIDTH 0 OUTLET 6' TC 28.94 DI 28.5 w
• WIDTH 0 END TP 28.36 GRATE 28.12 28.32 �h
DEPTH
2 CLASS \ STONE APRONS INV. 25.64 44LF2 S E 0 1.0% I
La = 8 I"
WIDTH 0 0 6 J I �/
OSS WIDTH O N 44LF SWAL E 871E 1 RCP 0 0� 28.20 D�? 28.�
rS$ 72. R DEPTH
TN522 TP 27.93 �CQ �e a 1.0% IN 26.08
TP 28 �� arF Dow
14 - 6
6" PVC SANITARY
SEWER SERVICE FES #3 24.
WITH CLEANDUT5
EVERY 100' INV. 5.40 23.
7.39 NV. 25.40 DETENTION/TREATMENT OUTLET � TR
27.69 TOE 27.00
FOREBAY� WEIR: 8' 0 2
22.6 23.6 22. 23. �1NV. 25.40
__MH#2 (BY CITY
24. 24.8 OF WASHINGTON) 0
20' UTILITY \ INV. 12.52 POINT OF SERVICE p 5 25.6-STOP 28.50
EASEMENT \ 6" WATER METER PROVIDED INV. 11.52 (BY CITY OF WASHINGTON) INV. 10.96
\ EX. MH
/ �l\ BY TOWN OF WASHINGTON , D
TP 27.g2 44IIMlTS 0 DISTURBANC TOP 26.80
S 5 S 5 $PROPOSED 12 SANITARY SEWER {BY OTHERS) S S S S 5 5 S S gg S S 5 PROPOSED S SANITARY SEWkTts(IiT VIHEEI"a" S S S S S S S S S S PROPOSED 12S SANITARY SEWER S{f3Y OTH S) 5_ _ 5- SROPOSE S 12ti SgNffq}� EyyE(By ��ERS) INV. 10.43 p
\ TP 27.70 1 TP 7.B7 CLASS "B" STONE APRON S S S 5 S--- (�
EIS La = 8' ° EIS S �--•
z5.4 z 9 2s.s FES 7 DEPTH 22'
EWIDT
ND
ET b' - 27.s - __ 7.2 �� $ ` Li
� � TIP 2 WIDTH ®END 6' � � S ��2S DIP SANITARY SEWER
X 23.8 XGLD FES #6 5 TONS x2y 5 1� 25.30 X25 '~ _ �- SS J
eta 24.3 INV. 24.50 SOLF 18 RCP 0,0.805L
XINV. 25.00
T - y _ -�� . WITH 2 FES AE -
1 r 7g SIGN TB TB TB - I. �i l i 1 26.4 29 E%% -��
25.1 25.3 - - - - 3.1 - - - - - - - _ CLASS "8" STONE kkN
----------2B_ TP 26.75 SILT FENCE 27--------------_. - La = 10'
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_--___........,.....---__......__..,..___--___-T---_-___-'____....-...___ �.,�-1____•----------_...._-�jf..__.,._ ........ -._----- r-�'r""C----.......----.*-------------=='•---�....��� -r-------_------- -- ----------------------- "--' _~_•__ +,�
EEpp � � ggP ..._ ._ - � -"� ^ 'WIDTH ®OUTLET 4
26.14 ti^ --. 2B.2B 2fi.fi5 26.95 ---- 27.16 WIDTH 0 END 6' _'•za ---�
-CLASS "B' STONE APRON 11} 28.97 DEPTH 22' 1
- La � 8' 40 S TONS
6,92 WIDTH 0 OUTLET 6'
WIDTH 0 END 6' -
2>� -CLRD - z6.BG X2 _ DEPTH 22" 2 - 27.46 eb9B- - - - z7.53 - - - - - - - - - � -
- 5 TONS �
y ` _ In EPKN LOCATED AT CENTERLINE
-___-------------------------------------------- �-------------------_--_--------------_...__.__-__.---------------------------------------_--_---------------- _--_-
---------------
�_____.__....__....__.,__._.- -- EP P ----------� �P INTERSECTION OF NCSR 1407
8.17 8.34 26.66 27.15 7.25 27.3G
& NCSR 1456
6` WATER SERVICE TO
PAGE ROAD - NCSR 1456 3
�
BE INSTALLED BY TOWN (80' R/W 26' ASPHALT PUBLIC) _
to
-w w w w w w w w w w w w w w w w w w w-mow w w w w w w w W w w w w w w w w w w w w w w W w w w w w w w w w w w w w W--w w w w w w w
PROPOSED 16" DIP WATERLINE (BY CITY OF WASHINGTON) 16'X6' TEE
6" GV
-----MH#9 (BY CITY (BY CITY OF WASHINGTON)
OF WASHINGTON) \�
TOP 28.50
FOREBAY SPILLWAY = 25.60 INV. 11.78
TEMP. WATER QUALITY POOL TEMP. WATER QUALITY POOL
4 ELEV. 25.92 4 4 ELEV. 25.92 4 \
10' MAX. WITH WIRE 1 W.S. ELV. 25.60 1__.__ _ 1 W.S. ELV.25.60
6' MAX. wfTH0U7 WIRE - 6 6 6 /
III .I 23.60 1 1 23.60 1
MIDDLE AND VERTICAL WIRES 2 2 2 2 `�� /� 50' &B PNO 9nONREKT BOLT
SHALL BE 12 1 /Z GAGE MINIMUM 1 22.60 1 1 22.60 1 ¢ OVEER=M IN ONNECTION 666 Fy
VEGETATIVE SHELF VEGETATIVE SHELF NGVD 1929)
CATTAIL - TYPHA SPP. FOREBAY AREA DETENTION/TREATMENT AREA CATTAIL - TYPHA SPP.
DUCKWEED - LEMNA SPP. DUCKWEED - LEMNA SPP. z SHEET GOFGRADINPAVING
-
-< 1 9 0- 0- 9 Be a- 0- 6- 0- 9- 9- 9- 0- 9 9 9-
POND AND FOREBAY SECTIONCD & EROSI'ON CONS
v
ti
X26.3
&BENCHMARK
RR SPIKE IN POWER POLE
ELEV.=29.03
as (NGVD 1929)
27.47
t �
1 1
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27.75
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tAOTZ114
pC G, S 51"10
PLAN
SECTION
/
NOTES
1. "C IS THE LENGTH OF THE RIPRAP APRON.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
2. 'd"m1.5 TIMES THE MAXIMUM STONE DIAMETER
BE INSTALLED BETWEEN THE RIPRAP AND
BUT NOT LESS THAN 6".
SOIL FOUNDATION.
3. IN A WELL -REFINED CHANNEL EXTEND THE
5. FOR RIPRAP PROTECTION USE CLA55 "B`
APRON UP THE CHANNEL BANKS TO AN
EROSION CONTROL STONE.
2 CLASS "B" STONE APRONS
ELEVATION OF 6" ABOVE THE MAXIMUM
6. APRON TO BE PLACED LEVEL WITH THE TOP
La = 8'
TAILWATER DEPTH OR TO THE TOP OF THE
SURFACE OF RIPRAP AT SAME LEVEL AS
WIDTH 0 OUTLET 6'
BANK, WHICHEVER IS LESS.
SURROUNDING LAND SURFACE - NO OVERFALL
WIDTH 0 END 6'
SHOULD EXIST.
5ETONS22"
z z
OUTLET STABILIZATION
STRUCTURE
wp
�o
ww
N0
x2a.4 1 1-2 '1
13
UFTOUT ALUMINUM
SECTION FOR PIT
4'-B"
4' 4'-G"
TOP BOX EL.=27.00
------ 0.67' 2.67' 0.67'
15' RCP
4" CAP WITH
OUTLET PIPE INV. = 25.40 -- --- - 3.4" DRILLED
ORIFICE
BOTTOM OF STRUCTURE = 22.60
ALUMINUM BAR GRATING
STANDARD MESH CUT TO FIT
FLUSH WITH TOP OF BOX AND
COVER BELOW WEIR OPENINGS
FOR TRASH PROTECTION
4' 3X2 ) X Y4" STEEL ANGLE.
SOLI TO CONCRETE WITH
SST. EXPANSION BOLTS AS
REQUIRED.
SPILLWAY EL.=25.92
4" X 4" TEE
AND CAP
ORIFICE EL.=25.60
6"
T9
8' DIP CLASS 50
8' GATE VALVE W/ HAND WHEEL
8' STONE BASE
6'-8"
WET DETENTION OUTLET
N.T.S.
NOTES
1. THERE ARE NO WETLANDS LOCATED ON THIS PROPERTY.
REVISED: 11-16-05 PER EROSION CONTROL AND
STORMWATER APPLICATION C0MM£NTS (FWD
WIRE
NOTES:
WIRE SHALL BE A MINIMUM OF 32"
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0' IN
HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
\ I
\ k
1`
I \\
I \
I \\
\
\C,
\\ MH#3 (BY CITY
\\ OF WASHINGTON)
TOP 27.00
FILTER FABRIC
FILTER FABRIC
COMPACTED F
SILT FENCE DETAIL
EXTENSION OF FABRIC AND
WIRE INTO FABRIC
\ FES # 1
INV. 25.
1
1
26'
1
1
?7
1
APPROVED 6' BACKFLOia'"mm
DEVICE IN APPROVED
ENCLOSURE
CITY OF WASHINGTON
DETEM'ION POND CONSMCnC)N SCHEDULE:
1. CLEAR AND GRUB DETENTION STRUCTURE AREA
2. EXCAVATE DETENTION POND AREA TO ROUGH ELEVATION.
3. INSTALL EROSION CONTROL MEASURES TO STABILIZE POND
AREA.
4. INSTALL OUTLET STRUCTURE. CALL CITY OF GREENVILLE
ENGINEERING DIVISION (329-4467) FOR INSPECTION OF BMP
OUTLET STRUCTURE.
5. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING,
CABC AND CURB AND GUTTER, CLEAN SEDIMENT OUT OF
DETENTION BASIN AND PREPARE BASIN FOR PLANTING.
6. INSTALL VEGETATIVE SHELF VEGETATION PER SPECIFICATIONS
7. PERMANENT SEED BANKS AND SLOPES OF DETENTION
STRUCTURE.
#57 WASHED STONE
l
I
1/4" WIRE MESH
(HARDWARE CLOTH)
NO"E5
z
/
I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
m
of
Z)
A `
"'
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A
A MANNER THAT IT WILL NOT ERODE
to
n /
3. THE STMPCR1RE SHALL BE INSPECTED AFTER EACH STORM PANT AND REPAIRS
t�✓/
^`
MADE AS NECESSARY.
O
STORAGE AREA
4. CONSTMICTiON OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
a
DRAINAGE BASIN HAS BEEN PROPERLY STABILI23D.
8, WIRE MESH INSTALLATION SHALL BE IN ACCORDANCE WITH STD. NO. 20.05
CATCH BASI
\
7. NARE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND SHALL HAVE 1/4
/
I +
PLAN VIEW !
'
INCH MESH OPENINGS.
a' wx vasr
1/4' WIRE MESH
$Plc
STORAGE AR
14 5 or57 WASHED STONE
OW i Awl.
-''
/
1z' Awl
WIRE MESH SKIRT
6' INTO GROUND
DISTURBED AREA = 3.60 ACRES
' \ SECTION A -A
STANDARD STORM INLET SEDIMENT TRAP
X28.G
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.-ti
U_
_j
v) CO
z a
I <
60LF 15" RCP Q
00.337. W/ FES
Cn
PROPOSED FH MH#1 (BY OTHERS) / Q
NOZZLE ELV 29 25 TOP 28 00
2-3 ,
COARSE AGGREGATE ry��•
CONSTRUCTION ENTRANCE/EXIT DETAIL
WIDTH VARIES
EXISTING GRADE
DEPTH
VARIES
4:1 (SEE PLAN) 4:1
TYPICAL SWALE DETAIL
�f
Y.
30' 15' 0
GRAPHIC SCALE 1" - 3
EGRET BOAT WORKS
LOT 13, BEAUFORT COUNTY INDUSTRIAL PARK
30' W. 94' REFERENCE: DEED BOOK 1230, PAGE 31 OF THE
D. BEAUFORT COUNTY REGISTRY
WASHINGTON TOWNSHIP, BEAUFORT COUNTY, NORTH CAROUNA
OWNER: EGRET BOATS, LLC c/o FRANK AFSHARI
ADDRESS:705 PAGE ROAD
WASHINGTON, NC 27889
BEFORE YOU DIG..... PHONE: [phone]
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig! Baldwin and ASSOCIATES SURVEYED: TS APPROVED: MDT
1---800-- 632-4949 � ENGiNEEAND P GURVEYING DRAWN: DWL/MDT- DATE: 11/02/05
1015 CONFERENCE DRIVE
RE NVILLE NC, 27858
[phone] E
ECKED: MWB SCALE: 1" = 30'
F8 376. PG 15 ACAD 2000: EGRET BOAT WORKS
mo I: 1 Ar'_'"a r+r.r+ ml V. nr__ Inc

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on
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wM
m
oa
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-
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0
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Z
5
0-
a
a.
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t
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0
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co
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v

TOP AND BOTTOM STRAND -
SHALL BE 10 GAGE MINIMUM
r
X 25.5
ri
/
i
/
/
/
/
/
i
y/
i
i
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
/
/ USED SHALL BE DETERMINED BY THE ENGINEER.
/ LIME . ...................... ......................... .2 TONS/AC
10-10-20......................................... .1,000 LBS/AC
0-20-0..............................................500 LBS/AC
STRAW MULCH ...................... . ..2 TONS/AC (AFTER SEEDING)
/ ASPHALT TACK. .. .200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
50# TALL FESCUE
/ 5# CENTIPEDE
/ 50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000 # LI M ESTO N E
xzss
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1 EC MB R 31
X26.1 75# TALL FESCUE I
50# PENSACOLA BAHIAGRASS �1
500# FERTILIZER
4000# LIMESTONE
a
�z
wQ
�Q
N
OD
X26.1 F
i
♦
♦
♦
♦
\
♦
♦
X 26.2
v/
:HEAD UUTIL-ITIES(TYP)
LIMITS OF DISTURBANCE
27
�'
27. L
28 -
PIP.52
i
FIFE 28.60
/
/
/
/
TP 28.52
i 26
90'
SEND
#1
X28.2
20' DRAINAGE
EASEMENT
/
/
/
�ry
/
27
Tw
TP 27.34 27
TP 27.34 TP
TP 27.61
TP 27.73 TP 27.61
TW 28.52
TP 28.52
TP 28.02 SWALE IN PAVEMENT
TP 27.34 ry
N
11OLF ® 1.0%
���>� >�TP
TP 27.81
r-TP 27.22 28.32 X27.7
TP 27.73
CLASS 'B" STONE APRON
La = 8' TW 29.22 TW 29.12
irif 29.12
WIDTH 0 OUTLET 6' TW 29.22
TW 29.4
WIDTH 0 END 6' -
- -TW 29.22
DEPTH 22-
5 TONS
�iW 29.12
TP 27.73
`TP 27,93 TW 291.32 I
f
TW 29.42
CLASS "B" STONE APRON 29.421
TW 29.22
La = 8' TW/YP 29.42 [
WIDTH 0 OUTLET 6'
TW 29.42
WIDTH 0 END 6' SWALE IN PAVEMENT I
5ETONS22" 104LF 0 1.0% 1
TW 2 42 TW 29.22
/
TW 29.12
TP 28.82
TP 27.781
h
1
pl#4 !
GRATE 28.08 !�
a
I
INV. 25.70
TW 29.32 I
TW 29.42
�P 2
,-TP 27.23 I [
TIN 28.90 0
I
I
�
I
CLASS "B" STONE APRON 1
La=B'
WIDTH 0 OLTRET 6' 6' PVC WATER SERVICE tNTO 1 TW 29.42 I
�
TW 29.30 VI
WIDTH 0 END 6' BUILDING TO SERVE FIRE .42 [
5E ONS22• AND DOMESTIC LOADS
TW
i
I I
!
LTP 27.78 SWALE IN PAVEMENT TP 28.82
--"-
a
91LF 0 1.16% 90' BEND j i
a
TW 29.32 I I
TW 29.32 TW t
TW m
29.42 29b4
a
0
129.42
I I
T8.67
I I FM 29.50 1
"-TP 27.91 _ _ ----
;
TP 28.82 1 TW/TP 29.42 TVII/1P 29.42 I I
I � I I
�
-
I f SEE PLUMBING PLAN I [
1
! FOR CONTINUATION I I
I I I I
I f I I
�
a
I
I I [
TW 28.90 1 �
j
I l f TW 28.90 \
I
t I I TYIr 29.04 \ 'n 1 !!#
TW 29.42 \ 28. 0
\
I
1
1 1 TW 29.32 !I
I I CN#3
I
TW
29.04 GRATE 28.08
I
I 1 �/� \INV. 26.29
\ 128.2D
j j 28.98 IAA"
TW 1
I I i TW 28.90
fx27.13 �" v
TW Tp- I V
TW 29.42 1 29.42 g• 83
TW 29.42 TW 29.42 ,
TP 27.9i 1 __-_-- _--- TC 29.32--------- 1 TC 29.32
r --
TC 29.06 � o�
TW 29.32 TW 29.32 TC 29.32 TC 29.32
TP 28.82 TW/Tp 28.82 TC TC 29.06 TC 29.06 TC SPILL TYPE ryr
CLASS "B" STONE APRON TW 29.32 29.Q6 28.90 CURB(TYP)` YO rye.
A7
WIDTH 0 OUTLET 6' TC 28.94 Dl#1 28.52 / ro
`WIDTH 0 END 6' RA TP 28.32
DEPTH 22" 2 CLASS "B" STONE APRONS TP 28.36 INV, 25 642 44LF SWALE 0 1.0% /
5 TONS La = 8' r% /
X26.3
BENCHMARK
RR SPIKE IN POWER POLE
ELEV.=29.03
(NGVD 1929)
. F-47
t
1 1
t �
1 �kz�i.75
t
1
t
I
I
r
f
f
t
I
t
2277.86k
i
\
\
t
pp ��t
27.92*
4
.40
/�
/
2 CLASS "B" STONE APRONS
La=B'
WIDTH 0 OUTLET 6'
WIDTH 0 gND 6'
a. 5ETONS22
Wo
r (A'�'' w
91
1
X28.4
LU
0
SORTH
p+✓G,S51�10
PLAN
SECTION
NOTES
1. "L IS THE LENGTH OF THE RIPRAP APRON.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
2, "d"-1.5 TIMES THE MAXIMUM STONE DIAMETER
BE INSTALLED BETWEEN THE RIPRAP AND
BUT NOT LESS THAN 6".
SOIL FOUNDATION.
3. IN A WELL-DEFINED CHANNEL EXTEND THE
5. FOR RfPRAP PROTECTION USE CLASS "B"
APRON UP THE CHANNEL BANKS TO AN
ER�41014 CONTROL STONE,
ELEVATION OF 6" ABOVE THE MAXIMUM
6. APRON TO BE PLACED LEVEL WITH THE TOP
TAILWATER DEPTH OR TO THE TOP OF THE
SURFACE OF RIPRAP AT SAME LEVEL AS
BANK, WHICHEVER IS LESS.
SURROUNDING LAND SURFACE _ NO OVERFALL
SHOULD EXIST.
OUTLET STABILIZATION
STRUCTURE
J57 WASHED STONE
1
1/4" WIRE MESH
(HARDWARE CLOTH)
GENERAL NO M'
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTDRED TO ITS ORIGINAL DIMENSIONS
WHEN 111E SEDIMENT HAS Ar=MLRATED TO 1/2 THE DESIGN DEPTH OF THE TRAY.
`
2 REMOVEI SEDIMENT SHALL BE DI5XWW IN A SUITABLE AREA AND IN SUCH
A
A
A MNNWER THAT IT WILL NOT ERODE
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS
MADE A'. NECESSARY.
STORAGE AREA
4. WNSTRI4TION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMI2ED.
5. THE SE[NMENT TRAP SHALL BE REMOVED AND THE AREA 5TA13ILJ2tD WHEN THE
DRAIN4Gz BASIN HAS BEEN PROPERLY STABILIZED.
6. WIRE MESH INSTALLATION SHALL BE IN ACCORDANCE WITH STD. NO. 20.05
CATCH BASI
7. WIRE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND S1gAU HAVE 1/4
/
INCH MESH OPENINGS.
PLAN VIEW
t4' UK
STORAGE
tK'
1/4" WIRE MESH
�/ ^- #5 or #57 WASHED STONE
WIRE MESH SKIRT
6" INTO GROUND
SECTION A
LIFTOUT ALUMINUM
SECTION FOR PIT
TOP BOX EL.=27.00
15" RCP
OUTLET PIPE INV. = 25.40 - - - -
BOTTOM OF STRUCTURE = 22.60
4'
ALUMINUM 8AR GRATING
STANDARD MESH CUT TO FIT
FLUSH WITH TOP OF BOX AND
COVER BELOW WEIR OPENINGS
FOR TRASH PROTECTION
4'-0"
4" 3X2 " X Y4 STEEL ANGLE.
BOLT D CONCRETE WITH
SST. EXPANSION BOLTS AS
REQUIRED.
SPILLWAY EL•--25.92
2.67' 0.67'
4" X 4" TEE
4' CAP WITH
AND CAP
3.4" DRILLED
OR
ORIFICE EL.= 25.60
6"
8' DIP CLASS 50
8" GATE VALVE W/ HAND WHEEL
�- 8" STONE BASE
6'-8-
WET DETENTION OUTLET
N.T.S.
NOTES
1. THERE ARE NO WETLANDS LOCATED ON THIS PROPERTY.
REVISED: 11-16-05 PER EROSION CONTROL AND
STORMWATER APPLICATION COMMENTS (EW)
DISTURBED AREA = 3.60 ACRES
CO WIDTH 0 OUTLET 6' ! \ '
\♦\ \\ o5s� WIDTH 0 END 6' 44LF SWALE 87L.F 15" RCP 0 0.50% TP 28.2a GRATE 28.08 � STANDARD STORM INLET SEDIMENT TRAP
\\ 2s 7,?' RCA DEPTH
TP 27.93 f ¢G�� ® 1.0% INV. 26.05 \ 2s.a
\ ? ® �5 28
\ ®O TP 28.24 r ♦ �S 27 A,����G, 6 27
U
\ \ SEWER SERVIICE FES 3 :
\♦� r, WITH CLEANOUTS INV, 5.40 24.
U
-\' EVERY 100' 23,
�♦ q7 TP 27.39 ENVS 40 DETENTION/TREATMENT OUTLET �7RU URE
\ \ FOREBAY T0� 27A4
♦ APPROVED 6" BACKFLO TIP 27.69 WEIR: 8 25.92 60LF 15 RCP =
\ MH#3 (BY CITY DEVICE IN APPROVED 226 22•/INV. 25.40 �0.33% W/ FES
♦\ OF WASHINGTON) ENCLOSURE 23.6 23. a
�M H # 2 (BY CITY ' PROPOSED EliTOP 27.00 [� Q
\\ INV. 12.52 CITY OF WASHINGTON \ 111 24. 24.6 ) (SY CITY OF WASHINGTON) MH#1 (BY CITY ` Q
POINT OF SERVICE p TO WASHINGTON
20' UTILITY __ �i�„- ��_TOP 28.50 OF WASHINGTON) Q
EASEMENT \ 6" WATER METER PROVIDED \ _ -INV. 11.52 (�
2" SAN r \ BY TOWN OF WASHINGTON \ � � INV. 120.96 EX. MH �
PROPOSED 12" SANITARY SEWER \ \ TP 27.92 LIM 5 OF DISTURBA C EX 26.80
MH
(BY CITY OF WASHINGTON) PROPOSED 12 SANITARY SEWER (BY CITY OF WASHINGTON) PROPOSED 12' SANITARY SEWER {BY CITY OF WASHINGTON)
S S S S 5 S S S S S S 5 S S S S S S S f^ S S 5 S S S --- S S 5 5 S S S 5 S S S S S---1--,- S .�� PROPOSED 12" SANrrARY g INV. 10.43 q
S-�-�- S� S EWER {BY ITY OF WASHIiVGTO
\ TP 2 .70 1 TP 7.67 CLASS "B" STONE APRON Sa
V, L
WIDTH 0 OUTLET 6'- -- � S-, S 12" DIP �ITARY SEWER
TP 2 WIDTH 0 END 6' H CD,4 25.9 7•5 DEPTH 22" 27.6 7.2
x X23 a XCID �S i 7 FES IIE6 S TONS XCLD �>%5 X25n3 `� �-� �-
I, 24.3 INV. 24.50 50LF 18 RCP 0.80% INV. 25.D0 25.5 INV. 25.30 ---I
ra
_ _ __ _ -- -_ WITH 2 FES _ - U1 SIGN 'Ta
•- - � - � �n�-{ i - zs.a 2e.5
25.1 25.3 - - - - - - z .1 _ - - - - - - -CLASS "B" STONE J�' ON
-------- TP 26.75 SILT FENCE -----.------- � = -�_
-------- - i 26-----�., �1------------_ _- ,_r_2� _ _-----�------ -_�-� -ter �---�- ---- --- -- WIDTH - 10'-.---------_-------------
�Epp Ea P _ - - - - -- -- - - WITTH 0 END 6 4 --- -----
26.14 28.26 6.65- 28.95 - -.. - - - 27.16 _ '.26
-CLASS "B" STONE APRON TP 26.97 N DEPTH 22' 1 -�_
La a 8' 5 TONS I-----
- WIDTH 0 OUTLET 6' _ - - � - � - -
-.... � - - - - - - - � � - WIDTH � END 6' �� - z7.4e - - R-� - � - - ..�. �... -... .�
CLR6 26.60 28, 2 2 27.53
26.47
DEPTH 22"
5 TONS
- - ___-_-__--------------- ~ NE
- & NCSR 1456
PAGE ROAD NCSR 1456
6" WATER SERVICE TO y
BE INSTALLED BY TOWN (80 R/W 26 ASPHALT PUBLIC)
3
- W w -- w W W -- W W W W W W W W IN - W - W W W W --� W W W W W W W W W W w W w W W W -- W W W w w W W W W -- W W w W W W W W W W W W W W W W W W w w
PROPOSED 16' DIP WATERLINE (BY CITY OF WASHINGTON) 16"X6' TEE
6" GV
~-MH#9 (BY CITY (BY CITY OF WASHINGTON)
OF WASHINGTON) \�
TOP 28.50
FOREBAY SPILLWAY 25.60 INV. 11.78
TEMP. WATER QJALITY POOL TEMP. WATER QUALITY POOL ,' �s ! fill
4 1 ELEV. 25.92 4 4 ELEV. 25.92 1 4 �,� ` �,�
10' MAX. WITH WIRE 1 1 7 .�`~ Q� ,
W.S. ELV. 25.60'i W.S. ELV.25.60
6 MAX. WITHOUT WIRE - 6 6 6
I I 1 23.60 1 1 23.60 1 I I
MIDDLE AND VERTU WIRES 2 2 2 2 J10 i S0• �• _ BENCHMARK }
SHALL BE 12 1/2 GAGE MINIMUM Q / M/N 02B911 - TOP OF BONNET BOLT �` 1�
1 22.60 1 1 22.60 1 (VEGETATIVE
i �.o� 4 OVER MAIN CONNECTIONi i LVE.=28.78
VEGETATIVE SHELF SHELF , •y �.• O �� �LVE. 1929)
CATTAIL - TYPHA SPP. FOREBAY AREA DETENTION/TREATMENT AREA CATTAIL - TYPHA SPP. �� t,►GIIT.• `���
DUCKWEED - LEMNA SPP. DUCKWEED - LEMNA SPP. z QJ� ���tiAE� SHEET 2 OF 3
GRADING PAVING UTILI ES
POND AND FOREBAY SECTION a & EROSION CONfROL PLAN
cO 2-3'
COARSE AGGREGATE ry�\,a•
� EGRET BOAT WORKS
WIRE FILTER FABRIC
CONSTRUCTION ENTRANCE/EXIT DETAIL 30' 15' 0 30• , 90• LOT 13, BEAUFORT COUNTY INDUSTRIAL PARK
REFERENCE: DEED BOOK 1230, PAGE 31 OF THE
FILTER FABRIC
DE1'EN1"1ON POND CONSTRUCTION SCHEDULE: GRAPHIC SCALE: 1' - 30'
BEAUFORT COUNTY REGISTRY
NOTES:
WIRE SHALL BE A MINIMUM OF 32' COMPACTED FILL
IN WIDTH AND SHALL HAVE A MINIMUM
SPACING E WIRES WITH 12' STAY e {
I I
1.
2.
3.
CLEAR AND GRUB DETENTION STRUCTURE AREA
EXCAVATE DETENTION POND AREA TO ROUGH ELEVATION.
INSTALL EROSION CONTROL MEASURES TO STABILIZE POND
AREA.
WIDTH VARIES
WASHINGTON TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
OWNER: EGRET BOATS, LLC c o FRANK AFSHARI
FILTER FABRIC SHALL BE A MINIMUM
4•
INSTALL OUTLET STRUCTURE. CALL CITY OF GREENVILLE
EXISTING GRADE
OF 36" IN WIDTH AND SHALL BE " 1._6.
4
ENGINEERING DIVISION (329-4467) FOR INSPECTION OF 8MP
DEPTH
ADDRESS: 705 PAGE ROAD
FASTENED ADEQUATELY TO THE WIRE AS
OUTLET STRUCTURE.
VARIES
WASHINGTON, NC 27889
DIRECTED BY THE ENGINEER. -
STEEL POST SHALL BE 5'-0" IN
5.
WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING,
CABC AND CURB AND GUTTER, CLEAN SEDIMENT OUT OF
(SEE PLAN)
BEFORE YOU DIG.....
PHONE: [phone]
HEIGHT AND BE OF THE SELF -FASTENER EXTENSION OF FABRIC AND
DETENTION BASIN AND PREPARE BASIN FOR PLANTING.
4:1 4:1
ANGLE STEEL TYPE. WIRE INTO FABRIC
6
INSTALL VEGETATIVE SHELF VEGETATION PER SPECIFICATIONS
North Carolina One -Call Center Inc
7. PERMANENT SEED BANKS AND SLOPES OF DETENTION
STRUCTURE. r Call 48 Hours Before You Dig! B Baldwin and ASSOCIATES SURVEYED: T5 APPROVED: MDT
1-800-632-4949 ENGINEERING LAND SURVEYING
SILT FENCE DETAIL TYPICAL SWALE DETAIL � AND PLA1vNING DRAWN: DWL/MDT DATE: 11/02/05
1015 CONFERENCE DRIVE
A REENF252) 756 139027858 CHECKED: MW8 SCALE: 1" = 30'
FB 376, PG 15 ACAD 2000: EGRET BOAT WORKS
FILE #05-226 C&G FILE: 05--226

PCG,s51-10
� I -
N 3
3
------------------------_..--------------.------------------•----------------_.._------._ .-------_.-_ -----_------------- ----------------------_._._----._.__.--..__._---------------------- N -------
-----._---t-----------
PAGE ROAD — NCSR 1456
(80' R/W 26' ASPHALT PUBLIC)
-- w w w— w w w w w w w w w w w w w w - w w w w w w w w w w w w------ w w w w w w w w w— w-- w w w w— w
i
r%r'.,ill I 1aP a/
f'ER POLE
S S S
PLANTING NOTES
(c) Minimum Plant Size.
Unless otherwise indicated elsewhere
in this section, all
plant materials shall meet the
following minimum size standards at
the time of planting:
Planting Material Tvoe
Mfinirr-um_-Planting
size
Large Tree
Single —Stem
1
16 inch
caliper
Multi —Stem Clump
6
feet in
height
Small Tree
4
feet in
height
Evergreen Shrubs
1
foot in
height
(d) Spacing in Bufferyards C, D, E, and F.
Bufferyards C, D, E. and F are intended to create a complete visual screening year
round. Therefore, proposed and existing vegetation should be spaced to accomplish this
purpose. No more than two (2) continuous feet of horizontal plane, as measured and viewed
perpendicular from the property line, may be void of vegetation at least six (6) feet in
height within ten (10) years of planting.
(e) Existing Material.
Any existing plant material which otherwise satisfies the requirements of this Section
may be counted toward satisfying all such requirements. For Bufferyards B, C, D, E, and
F, one (1) existing large or small tree may be substituted for two shrubs as required by
this ordinance.
(f) Seeding.
All bufferyard areas that are not landscaped shall be seeded with lawn or prairies grass
unless ground cover is already established.
LEGEND
LARGE TREE
SMALL TREE
EVERGREEN SHRUB
® LARGE EVERGREEN TREES
® SMALL EVERGREEN TREES
EX. M
TOP 2
S S S ­4111,-_ g �
INV. 1 i
Q_� C_ _/ I -
k�
tiz
w w w w w w w--- w w w w w w w w w w
w w w--
io;sm'ki,
&BENCHMARK
4�9� : TOP OF BONNET BOLT
.. OVER MAIN CONNECTION
ELVE.= 28.76
= { p2891TG (NGVD 1929)
•l.�iy'► �- i lob, • O
• • , INS ..• g �.
♦♦�� 1��� ID -
��%
EPKN LOC
INTERSECT
& NCSR 1
SHEET 3 OF 3
VEGETATION PLAN
EGRET
BOAT WORKS
LOT 13. BEAUFORT COUNTY INDUSTRIAL. PARK
REFERENCE: DEED BOOK 1230, PAGE 31 OF THE
BEAUFORT COUNTY REGISTRY
WASHINGTON TOWNSHIP, BEAUFORT COUNTY, NORTH CAROUNA
kDDRE
EGRET BOATS, LLC c/o FRANK AGSHARI
705 PAGE ROAD
WASHINGTON, NC 27889
BEFORE YOU DIG..... [phone]
North Carolina One —Cali Center, Inc.
Call 48 Hours Before You Dig! Baldwin and ASSOCIATES suRvEYED: rs APPROVED: MDT1-800-632-4949 ENGINEERING, LAND SURVEYING
AND PLANNING DRAWN: DWI./MDT DATE: 11/02/05
1015 CONFERENCE DRIVE
'QREFWII E NC. 27858
252 756-1390 CHECKED: MWB SCALE: 1" = 30'
FB 376, PG 15 ACAD 2000: EGRET BOAT WORKS
FILE §05-226 C&G FILE: 05-226