SW7050223_APPROVED PLANS_20050504

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW142�3
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
e�22 07'
YYYYMMDD

70 027-3
- KALE ROAD
EXISnNG RCP
CHECK DAM
G12
CAI
� y
J
W
U�
J
�
CIS
LLJ
0
r .�
O
LOT 4
U
�
a
O
z m EXISTING SWALE C-1
O Q TO BE REGRADED
s.�
-
Lij
c
Q Q
uj
m
= J
o_ CL
CHECK DAM
G12
LOT 3
�(0
� ed)
z
o �doo
0 0
0
�Q
SIL T FEJ
112
4
LOT 2
N
w
N/F
{ IP E',/ S. & SAI\IF�PA L. PARKER
111'F l_) BOOK 1681, PAGE 232
LOT 1 I-- ...........
�—
gNEW SWALE C-1 ® 0.30Z1
M TH 3 : 1 SIDE SLOPES I -
cD
EMERGENCY
IN V. = J
19.60'
OVERFLOW
ELEV = 23.00'
MOTH = 20, 00'
RIP RAP
LINED SLOPE
SILT FENCI
1/2
v
00
0 o
t�
I
N /F
.SEFFREY G. DAIL
PFF I , ROOK 1796. PAGE 396
1 N /F
1 JEFFRE Y G. D AI L
DEED BOOK 1804, PAGE 953
4.5�
I
PERPETUAL AVIATION EASEMENT
DEED BOOK 575, PAGE 40
TO CITY OF NEW BERN.
_ I
25.5�
09
�b 1 �1
24\ 25.0
N /F
ST. PETERS PENTECOSTA\
DEED 001< 2127, PAGE 768
SITE DATA
TOTAL ACRES : 6.58 ACRES
0
\ OWNER/DEVELOPER: ROBERT EUGENE DUNN, SR.
/ 507 JIMMIES CREEK ROAD
NEW BERN, NORTH CAROLINA 28560
252.633.2056
/ r
CONSULTING ENGINEER: THOMAS ENGINEERING, P.A.
7
0
(JOHN G. THOMAS, P.E. LIC# 10147)
403-C AIRPORT ROAD
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 28563
252.637.2727 - FAX: 252,636.2448
EMAIL: [e-mail]
\ LAND SURVEYOR: BRAD SUITT & ASSOCIATES
(BRAD L. SUITT, PLS, REGISTRATION #L--3767)
505 JIMMIES CREEK ROAD
P.O. BOX 12142
1J /F NEW BERN, NORTH CAROLINA 28561
252.635.3333
F )PFRT GRYB
DEED E'' ► 18, 00 , PAGE 32 North Can** APPROVED
NORTH CAROUNA ENVIRONMENTAL
DMA MANAGEMENT COMMISSION
MAY D4vlsIoN of a
Far �.�_ Buffer QUALITY
Date . �Q
20� ' .C..S
Reviewed
swmwvbw Pon
\ 1��ttttttttfrrr -1 `'�ittttttrtrfr
�'�C, INF, f�.,� �� 'S C A 0l''r�
F. _ SEAL 9 _ S
C-438 Zq E 14
Jul ,rr,++,lll ll lit'1ti ,11 t 'rlflll,ll1115"'`11,_ ��1
CRAPFi1C SCALE r* 1 9 8 3 *'����. �f �►�, ��0,�`
lrrrtlitttt�t rrf ]titt���
50 1-. 15 12.5 0

R
I
M 4" DIA. X 1/2" H.D. GALV. WASHER-
2 4 CONT. ELEV. 25.00' COUNTER BORE 1-3/4" ROD, WASHER PUBLIC ROAD
REARR AND NUT COATED W/COAL TAR EPDXY . . • .
10 41 INCH STORM ELEVATION 22.00'
. . . . . . . . . . .
1 Bt}L 0
i4k, PERMANENT POOL ELEVATION 20.50' .
6"x6"x1/2" H.D. GALV. T EXISTING GRADE EXISTING GRADE
STEEL WASHER O3W
2"-3" COARSE AGGREGATE4' LONG BLOCK
1 POND3,000 P.S.I. CONC. I 3 BASE TO IAINIMUM 6" IN DEPTH
EL 14.50' VARIESI 4"X6" WALER 4' O.C. (TYP)
-0"
SOIL FABRIC TURNED OUT 18"
2"WX10" T&G 8"X8"X12'-0" POST
2' A5 RQ'D
14' MIN
MAX SLOPE = 0,30%
CONSTRUCTION EXIT DETAIL AH
CROSS—SECTION TYPICAL SWALE C —1 N.T.S. 2
AT WET DETENTION BASIN CROSS SECTION?E%,
At. TS, kS�V
VARIES AS BY ENa1NEER
1 MINIMUM
ENV'1 OAU� AT 11' IN7ERVAL3
IN.
TOP STRAND
10 GAME
UNE MARES
12-1/2 GAUGE
VEGETATIVE
SHELF
MAWMIN.
1 G cA
TRASH RACK W1T11
ANTI -VORTEX PLATE & TRASH
GUARD STRAP
TOP OF RISER -
EL. 25.00' FlLL SLUPE
TOP OF SLOPE EL. 27.00' 8' PVC SCH. 40
BULKHEAD
N
GROUND UWE
VEGETATIVE SHELFPERMANENT P -30' BCCMP 6OLF W/FES
TOP OF BERM 19.50' 6' PVC TEE
EL 20.50'1 EL 18.5 CONCRETE FlLL TEMPORARY SILT FENCE DETAIL
EL. 14.50' WWkHTSEAL P60"IP BCCMP
p ORIFICE2„CAP PIPE 1"� c" N.T.S. 2
OREBAY o POND 'j"'L HOLE 4 EL 16.00'
ru
MARE
12FILTER FABRIC
EL. 14.50' FILTER FABRIC POND 3 A
.4 a CONC. SLAB
RIP RAP LINED SO EL 14.50' 1 \ \
8'-0• GENERAL NOTES:
UA
L
1. ARE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
L F
CROSS SECTION D AI L MINIMUM OF 6 LINE WIRES %1TH 17.` STAY SPA^iNG
N. , N. 2. FILTER FABRIC SHALL BE A MINIMUM OF 35" IN WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN-
GINEER.
3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WOOD POSTS SHALL BE A MINIMUM OF 8 FEET IN HEIGHT AND 3
INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOOD POSTS WITH NOT LESS THAN 09 WIRE STAPLES 1-1/2"
LONG.
TOP
OF VEGETATIVE
BANK SHELF
52.0 ' 6' 5.0 ' 10' MINIMUM--
CARRY RIP -RAP UP
#1 RIP -RAP (TYP) IDES OF SPILLWAY
1' MINIMUM )
18" INTO BAN = #5 WASHED STONE
x..............
1 EL. 24.50' (TYP)
VARfES
1 1 STORA E EL. 22.00' MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
—�t PERMANENT POND EL. 20.50' 2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI-
3 1 iE 0' MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CROSS --SECTION.
SECTION A -_A
CROSS SECTION N.T.S.
N.T.S.
t'ttttltlirlr!! r tt tt1�r r
•' GINF, rffr .�'�gt CAR0 ffe
��
CARRY RIP -RAP UP SIDES OF SPILLWAYAosF10- �
A �= SEAI, = a =4
NOTE: KEY THE STONE INTO THE DITCH = C-438 �, M 1 14
BANKS A MINIMUM OF 18" TO AVOID 2' MIN.
WASHOUTS FROM OVERFLOW AROUND THE
DAM AXIMUM SLOPE '.�`ri+r>>>=t•3
1 N. FREEBOARD ¢ �� rrfrlrr 9t813 "-,�`
fitt�4o 1
/ o
FLOWS WASHED ' 00 o Soo a1 1
BLDG. BLDG. -*—TEMPORARY GRASS 75'-100' AHEAD STONE gQg�o� �
OF CHECK DAM ...' hoc or_!oo 0 a
1 RfP-RAP
A FINAL DRAWINGSo,P
1 1/2" Released for permits only,
SF9P VEME Ii�ALT MIN VARIES Not released for construction MAX/ _
GRAVEL & RIP --RAP CHECK DAM,.- G MW MN ram► #1 of , WM CAMJNA
6" CABC N.T.S. 2 Thomas Engineering, P.A.
CROSS SECTION?D%,
403—C Airport Road
N.TS, PO Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
1 DINO COMMENTS JGT 4.27.05 SCALE AS NOTED PROJECT #: 2003029\IMPRO... DATE : 10/20/03
TLOrT�D4/�
NO. DESCRIPTION BY DATE IPLOT FACTOR: 1 : 1(E) PLOT NAME: 02-DETAILS SHEET: 02 OF 02