SW8131008_APPROVED PLANS_20131122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0610 O $
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 l 3 1 t 22
YYYYMMDD
i

UNT
N
N
o�N SITE 17B
OLD OCEAN HWY 17B G
O
BENTON RD SE
VICINITY MAP
(Not to Scale)
OWNER
HOLT OIL COMPANY, INC.
LOUIS S. COX
1709 CLINTON RD
FAYETTEVILLE, NC 28305
DESIGNER
PHIL NORRIS
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 FLORAL PARKWAY, SUITE 400
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
APPROVAL STATUS
❑ YES
❑ NO
❑ N/A
❑ YES
❑ NO
❑ N/A
❑ YES
❑ NO
❑ N/A
D 0 1
09MARDhm,121
A,�..i. K
HOLT OIL
INDEX OF SHEETS
C COVER SHEET
C 1 EXISTING CONDITIONS
C2 GRADING AND DRAINAGE PLAN
C3 LAYOUT PLAN
C4 UTTALITY PLAN
C5 DETAILS
C6 P014D DETAILS
C7 LIFT STATION DETAILS
TYPE OF WORK:
GRADING & CONSTRUCTION OF NEW SERVICE STATION.
CONNECTION TO BRUNSWICK COUNTY WATER.
CONNECTION TO BRUNSWICK COUNTY SEWER.
APPROVED Ls 3
MANMEMWCOMMUM
. ��+►�tuu�an>�rrat�
'ION DESCRIPTION "ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFCATIONS AND DETAILS"
I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not
DEPARTMENT assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
PLANNING may refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm
ENGINEERING my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
4NGI UTILITIES to use, County inspections for State compliance purposes or any other purpose."
IBLIC
DATE:
9/26/13
SUBMITTAL:
o
ao���
O
O
z
xW;>a0
zz
0
0
O
x
z
p"
C)
w
�
O
O
A
a"S E A L(I
INE. •�Q ��
LIP
TECH: D BLACKMON / EDB
DES: J BLAND / JKB
CHK: P NOMS / JPN
PROJECT NO.
13059
SHEET NO.
C
ECEIV
I I)
OAT 15 2013

—40-- — 4 x V >8
1
00> -- -- X 3g61 x X 3-9 —39— =
� I ql _d9>S x 3gSq 3g10 —
gg86 +?9.-56— —40— — — — — —
/ —41 —
66 —42—
g40S fiber q — — — — -- -- -- _
_—
�j/ 04 �ar
Pf Mar 3'ir�Fc;
X x 'e4v ® 5 G4019'38• W
384.85' y..Q SS. IL
VICINITY MAP \\\q'eg\ ❑
N.T.S.
>6
—
\ PaAl X gg69—
\ \ \ X q 2� 93 � / qq S x y/
_ EXISTING CONCRETE WALK
Y. \ A TO BE REMOVED
_
0q\ i
gs09 \ 9S X
q�, /rOnP / / 4S6g
\ \ \ \\ \ \ Oe,Ir4p1tp t k� x 9S q0
qs5
qy \\ \ EXISTING GRAVEL PARKING qS> 6 qsq�
q 3 4q ,p \ x qSa TO BE REMOVED qs 6 qs
S 6 I o \ X
I \ \gsll gSS6 .�
op \ EXISTING STUCCO WALL —
X q \ \ & COLUMNS
tUTO BE REMOVED q$$ / X X g6ls
C%Inns qsq� Gr EXISTING CONCRETE16. \WAILe
TO BE REMOVED g—47
4IStih9 C
�9 On
x
gslg x J
qs`'9
f
EXISTING CONCRETE WALK
TO BE REMOVED
0
z
O
0 Z j
p O ~
fA e�j
K V1
O
z
w M
in N
J
O
t
Z
a
mi
a
0
2
ILI
`0
■
Z
(a)V
Z
V/
W
_!
0
0
\ U ,n
FxiSt�n o
9 CO y" N
hCret C/Qyi V
e 9z
aOOO
U
0Lu
ui
EXISTING CONCRETE WALK \ 3 000
TO BE REMOVED ' \ _ O x a w
J \ \ \ \ \8I \X 36 c1lete
N
\
30
t 8 \ gs'09 EXISTING UCCD WALL 48—w' N
A
6os I �,s 61,9 R411 � 20oswe TO BE REMOVED
b/ X gslo /St/h9 C
RCP O
430 , �'le's Sty etG, (x q?og / � ncrete ` \
s �` st4 `\\ y� C{o avd// 'Pee \ X
q� \ ccO iv EXISTING STUCCO"WALL & COLUMNS
CO/ \ TO BE REMOVED
4> sX\364 3Rp \Pow
Y �er P K�i
•I
ggga
_ 30 x q8' j ` _.� q 09 I IQ �g6
8c�q 30W
W q
\ 3 94 gS '
11-1
10 0W 9 1 � 6
3 8 ��
FM / �— X \qg�g `�42 \ q9
30 X _ C
IhSSFM � S
REMOVE EXISTING DRIVEWAY\ >o 30W�
SURFACE, PIPE AND IpS _ _
END STRUCTURES SFM q�g>`\ W s �� `� ,\+r
30W
SFM of \ \ \ \ \ �$I6a � ,�✓SI>8 \ � '� �� /O � ' x ggl6
10SSFM _ — n\=W\� �= x 1931
V S 1pSSF SSF� \ \�
M_ \ \ xS �W _ \ � Pb
10 \ \ �q>
4S M � \ \
\ 30W� \ \3g
MPH 0 1) lossFM
* SURVEY DATA PROVIDED BY NORRIS & WARD LAND SURVEYORS. (-:EA N 1pSSFM \
\ \S2 \ zz� x qg
LEGEND
PROPERTY LINE
—48— — — EXISTING CONTOUR
+ 49.82 EXISTING SPOT ELEVATION
qg \ \ x >9
ASPHgCT i 60, R/W lossFM
1 pSSFM \
SSFM
5�39
y \` 1O`rSFdw
SCALE: 1 of
= 2 E�cF-1
15
0 20 40 11 6 Gj
BY'--
z
0
a
0
z
D
0
U
N
m
U
co(0
rn
1
14) M
M
..
00
O
Ww
z
0
a
h
O
H
d0'
�
(W
v
V
d
F---1
>
0
tD
M
U
Y
N
a
z
z
r^
V J
J
w
(n
OZ
Z
w
O
U
J
r l
\.J
N
2
~
z
-
3
II 13059 1
DES
JPN
CKD.
JPN
DRUM.
EDB
DATE 09/26/13
1

I VICINITY MAP I
N.T.S.
° =4041 -- - _. - .- -_ -- -
�% x Fp �0'X•i�Xtir -39- X %
4 _ CLASS B ENERGY x 3g - - _qp x - - - -39- X 3gS x
x �Oj a DII331PATER - - 9 1
J q I /% 4I / - - - -_ -_ -_ _ x 39Sq �g� _ -- _
d __41- _ _ - -
96 -42-
-__
% q x g _
S
❑ �Kcs Pl,>6 / FF>.9 % -. �44�
x Ir EMERGENCY 180 SD "er - - - - Fber - - o '0b
SPILLWAY SEE tom �f� t+d 43 a�Fw
q t I x II Ilk ETAIL d 0 5 G4' 1938' W '
.1
\ \ \ \aZ% \ \ / - , DP -_ 20' -• I OUTLET DA T DA �' DA A +9F DA DAf 3F---- A-----igTA DA -�FsF• DA
r
I SEE DETAIL
>6 % C Gar�O �US� 47 46
4 AO
18* INLET x aq / / 47.50 L
43 \\ 1=40.50 $$ q4�p/ay a$ 5
LOADINGPACE
x x / � -7 I / 18" CCP ' CURB INLET #2 I 4
SOg g T / / x TOP GRATE=46.40
INV.=42.75
49.10
46.40 47.00 47.70 49.10 49.20
<� 46.90 • .. w.. :.i 20
% 4 / ? �• s s • 47
49.-30
\ x \ / / � � , w � x a , • • • ' • a d' �
\ \\ I.96 \ \ Sp\.,Y.e+l 47.30 e . a ....e:;, .: •e e a
. r .. i • d .w° x
a 47.2 .,.. , e a e 4>Io .-
' \ 4g9\\x �'•6q F0I X \\ .... . .. �. y . o 47.90 •
\ S \ •. a : PROPOSED • eN % q
% ♦gq C\ / / �: 49.10 BUILDING o \
x x 4 x lg�49.30
a�f� \ \\\ \ �f x q>I 47.00 49.10 • • . FF=49.30 a,. o \
a e�' w o. ,a , < r
� 8a ♦ � 46.40 • a.
\ \ 8I 4' • N
Y. 4$ � \ bQ 47.00 • __ _ - --3 N
47.70
� \No„�
q�S ,�90
8
4>$3
30W
_! 3p
a eta 30W�
q�>3
F>3hOCy IO,SSFIy
LEGEND
CURB INLET #1
TOP GRATE=46.40
INV.=43.40
LA
Q� Q
`d9 �\
\ \ bP
46P \ %
a6 a� �� � j�r
30W-8 ag_ INV.=47.50
30
Sg3l x _
S\ o Sq \
•r-� -
PROPERTY LINE / DRAINAGE AREA
- - - -48- - - -
EXISTING CONTOUR
DA DA
DISTURBED AREA
+ 49.82
EXISTING SPOT ELEVATION
48
PROPOSED CONTOUR
48.00
PROPOSED FINISH GRADE
48.50
PROPOSED TOP OF CURB/
TOP OF SIDEWALK
SB SB
SETBACK
TSF
TEMPORARY SILT FENCE
\ 1.30t
\ �p Q
\51.50±
U Si SFM $ �
10SSFM
A4PH �o e \ IOSS FM
S
�CEq los
asPNgN NwY so.
RIW
9Ip
/ 49.10 49.20
49.10 • 2
y 9
48 .• .•
O
TEMPORARY -
GRAVEL /
CONSTRUCTION
ENTRANCE 49.05
" a � 48.55
i� �96
0
50.65
�O LF OF
I $ RCP %
\ ggll
---� INV.=48.00
\
49.20
3
TRANSITION FROM
FULL CURB TO NO
y 49.10 CURB AT SIDEWALK
g89e
0) 3
49.25 49.60
48.7 49.10
9S6 -1
y x F94
3 X
N
ti
49.50
ti 1413
x
I F916
� ti
_- � Q1Jb x F93t
9- b
\ 51.91 f Sr \ eetdrFv
\ 52.20t `ZV c'q 0 \ \ \3
\
. 9 \ \ \S2\ a \ x F9>
a
S�4q
10SSM
\ 1pSSFn.
SCALE: 1" = 20'
0 20 40
z
OF
a
J
Z
C.
WZ
Z
J
Q
z
0o
N
V)
a
0
d'
Z
(�
Q
U
M
N
Z
�
Z
J
O
0
ad
Z
n
0
f0+
U
Z
J
�
Y
00
_U
co)
.~J
0
(R
V
T
i
m
cn
z
0
z
U
toto
M M
r^
�FFF/NNN+++.111�
M M
0 0
�
W
w
Z
O
a
Zo
rW
�
O
V
M
t0
�.�
Y N
U
a(-)
Z
F-�
rr ^^
V J2F
J
Ld
(/)
Z
Z
W
O
U
O
Z
J
r l
`J
N
z
7 3
13059
DE& JPN
cra JPN
oRYN. EDB
DATE 09/26/13 j
� SEIC1 7
�a .
11�66
Oy �l
�vtf. Lip
C2

r
m
I VICINITY MAP I
N.T.S.
SITE DATA
PARCEL NUMBER: 1520004402
ZONING:
BRUNSWICK COUMY: CLD
TOTAL SITE AREA: 87.989.52 SFt / 2.02 AC*
BIDDING USE GAS STATION
BLJRMNG HEK;HF
MAX: 50'
BUILDING. -
CANOP(: 15,
BUILDING SEDBACKS:
FRONT: 2W
REAR: 6'
SIDE: 10' - ONE YARD
22' - BOTH YARDS
STREET SIDE YARD: 2W
WPEMWS AREAS: (ON SITE NOT IN R/W)
BUILDING: 4.500 SF
DRIVE ISLE / PARIONQ A330 SF
SIDEWALKS: 1.330 SF
F1m1RE: 10.000 SF
TOTAL IMPERVIOUS AREA: 49.160 SF
(ON SITE NOT N R/W)
% IMPEWMS: 55.89%
PARKING REQUIRED:
TOTAL REQUIRED:
1 SP. / 200 SF OF GROSS FLOOR AREA:
4.500 SF x 1/200 SF - 22.5 SPACES
PARKING PROVIDED:
SPACES PROVIDED. 22 SPACES
HANDICAP SPACES PROVIDED. 1 SPACES
TOTAL SPACES PROYD. - 23 SPACES
LOWING SPACE (12'x55') I
LEGEND I
— —48—
a
SB SB
TSF
PROPERTY LINE
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
SETBACK
TEMPORARY SILT FENCE
NEW ASPHALT
NEW NCDOT ASPHALT
NOTE: SITE LIGHTING SHALL BE INTERNALLY ORIENTED AND LESS THAN 40' IN HEIGHT.
30W \\
V
%
45 MPN e c
ot D 0C
60' R/W
s8
\
Sg
3pW\
z
O J
U) Z
p O ~
rn Js
Zi In
tr
0
z
M
Q O
a N
O
t
\\ I pSSFn.
SCALE: 1 " = 20'
0 20 40 MEMI
z
J
0
Q
U
0
z
z
z
a
°
U
J
U
0
o
N
~
z
Q
o
J
=
m
0
m
00
zN
000
t:jU
0 vi
W
z a�D
p x,40
"w
e
z
0
z
M
�t
CU
P,
�
MM
0)
�
M
M
O
O
0)
WW
z
O
a
Z
Cc)0
D
V
rj
>
�r
Q
cool
M
U
N
a
a
Z
z
I�
J
�
Z
Z
7
W
H
O
IL
Z
U
U
'SF-
z
3
13059
DES. JPN
CKD. JPN
DRUM. EDB
DATE 09/26/13
C 3

STEEL POST
WIRE MESH FOR STANDARD FABRIC
MIN. 14 GA. o x z
- STANDARD OR EXTRA STRENGTH
1 a
6x6 MESH FOR _
FILTER FABRIC
N DO
STANDARD FABRIC 00
-
DIRECTION -DIRECTION OF WATER FLOW
_ �
ANCHOR FABRIC SKIRT
I s
MIN. 8" DEEP & 4" WIDE.
N 9
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN
WIDTH
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE
NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND
BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
18"
1 -0" 6" 1 1 /2"R
CLASS A CONIC.
3"R
0
e
18" FLOW LINE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
4" SIDEWALK
3000 PSI
CONCRETE
"P
PLAN
CUT OR TOOLED
JOINTS
t
N I ,
•
-1 10 W.W.M. --CON!
a ' >
6x6 0
/
.MYN'
Nta
IF CURB HEIGHT IS 4", THEN:
® 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"B2" - 0 1:12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72" MINIMUM.
3•R
SECTION
TURNED DOWN CONCRETE SIDEWALK CONTROL JOINT
EXPNSION JOINT
ZAPREFORMED 3'R
Z 12" N
•f
6z6-10/10 W.W.M. COMPACTED
SUBCRADE T
SECTION
WHEEL CHAIR RAMP
TYPICAL TURNED DOWN SIDEWALK
AND WHEEL CHAIR RAMP DETAIL
NTS
RESERVED
VAN ACCESIBLE
ADJACENT TO 8'
PARKING
SIGNS BE STANDARD
®
ALUMINUM, BOUTLT TO TO TREATED WOOD
ALUMINUM POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WASHERS.
I 12" I
r =1
Sd]LSBS
LEGEND AND BORDER - GREEN
WWIE SYMBOL ON BLUE BICKGROINID
11Atl(GAOIAD - tN11E
R7-8
ALUMINUM OR TREATED 4"x4" WOOD
1-1/2'R(T1P) ACCVEASNSIBL I/
XMYAM a/BprP) 3A
2 50
12• I i 12 -
LEGED AND BORDER - GREEN LEGEND AND BORDER -GREEN
RACKROWD - WIDE BACKGROUND - WNDE
R7-80 VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
SEE PLAN FC
ORIENTATION
CONC. COLLAR
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUEY
ELEV. VAR
PI E
PRECAST SI E
OR 6" VARIES 6"
BRICK MASONRY
cic
w
FLOW
3000 PSI CONC. nD
SECTION
DROP INLET DETAIL
NTS
I
#5 OR #57
D STONE
19-GUAGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
NCDOT /5 OR /57
WASHED STONE
F/.N.R/.N.N.R/.R.R/.R/.R/.Nq I N Q �.t ltV.cvcc� �.avavtvcvcvcv.
u � W •1
I�
m
J •-
3
O
1
w
SECTION A -A
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
CONSTRUCTION SEQUENCE:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET.
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4' APART.
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16' TO 18" AROUND THE WIRE, AND SMOOTH TO AN
EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONOf K)NS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME 45 LDS. PER 1000 S.F.
PHOSPHOROUS: 20 LOS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LISS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE &MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORK,YNAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
•BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:i
7 DAYS
IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE NOT
STEEPER TWIN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLITTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
TIE NEW neucucMr
INTO EXI
AT E
GRADE
TURN LANE & ROADWAY WIDENING PAVEMENT SECTION
NTS PER NCDOT*
12'-6"
CONCRETE PAD WIDTH
1 1'-0"
INSIDE ENCLOSURE WIDTH
` 6' DIA. PIPE BOLLARD
3' WIDE BY •
H 7' TALL
s.
C9 GATE �:, ` 4 + •. CONTAINER ENCLOSURE AND GATE
w (OPTIONAL) ° �.. - ''" SHALL BE MIN. 8'-0"
HIGH. TYPICAL SOLID
r . &CUI� YARDa
w DOGEARED WOOD FENCING
� - .9 TOP ANON ID. ' •:: SCREEN TO 100% OPACITY OR
O .• L' OjN Ic&*AINEA.
rn APPROVED EQUAL PER CITY
: OF WILMINGTON CODE.
J .. .. • • •+ -
W �� • a' .. • „ .. °
Oa �• DNA. BY 1-4" DEEP
' 4. RECESSES FOR GATE
LLI
o ' :a CANE BOLTS. PROVIDE
�: e , . ONEEACH AT GATE IN
to D a¢ ? , .' <.. -• . e'+'• CLOSED AND OPEN
POSITIONS.
CIA La
a ...
z •gyp;.. y
'.,y °• •,
4.
r'
:•• .. Dif1:. PIPE TT$L.' •+ `
: CONCRETO. FILLED, SETJN'.l
• CJyN�RETIi 3''BELOIV GRADE'
EXTEND '4-ABOVE ()RARE,': •'� ` DESIGN CONCRETE PAD
•' �i. 'PAINT OSHA"YELLOW.'•
J.., + TO WITHSTAND 10.000 LB.
' :° • .4 ><: SINGLE WHEEL LOADS.
CONTAINER ENCLOSURE PLAN
NTS
2" NCDOT SF 9.5 A ASPHALT
PAVEMENT.
6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
NCDOT ASPHALT PAVEMENT SECTION
NTS
2'" NCDOT 1-2
I /ASPHALT PAVEMENT
6" NCDOT ABC STONE
F
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ON SITE ASPHALT PAVEMENT SECTION
NTS
2" NCDOT 1-2
ASPHALT PAVEMENT
8" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ON SITE HEAVY DUTY ASPHALT PAVEMENT SECTION
NTS
6" CONCRETE (4,000 PSI MIN.)
6x6-W2.9 X W2.9 WWM GALVANIZED
8" NCDOT ABC STONE
X +
NOTES:
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
SECTION.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FIYL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL
BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD LAND SURVEYORS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION -CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED
FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL
INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET
PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM
THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS
WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT
WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
DRAINS AS DESIGNED OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WIL
L BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR
WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED AND KEPT CLEAN WEEKLY.
LAND QUALITY REQUIRES
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. AL I L SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS
WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO 'DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
HIGH QUALITY WATER (HOW) ZONES SHALL BE '1 PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS TANKS HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
9. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
Z
O
a F
N
LLI ZO H
In d
w
0_
Ir
O
Z
w M
CA
J
000
U)
N
racT
CEN ;z 15 2013
Z
O
U
O
Z
H
Z
O
U
J
J
U
a�
O
WJ
N
z
OTT
i
1 in
z
0
z
A N
0
00
U 0 DO
r^ M M
fff"VNNN"'•"'III( 0 0
7W w�
1' I Z
O
F--1 a ILL
�z O
W1*
z"
DO M
rl
ir
r� Y DO U
I-� a z Z r� JLLJ
vJ Z Z
Zw
O Z J
r 1 CV _J
z~
`J 3
13059
DES. JPN
O(D. JPN
oRWN. EDB
DATE 09/26/13
,,`\\\\IIIIfIA1A�••
%%(.f�A RD
st�; •4)�
' �:F 4 o G A 4I•��: t•
E.
``o`,k
C5

4'
N
M
NOTE
1.BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC.
BASIN W/ KNOCKOUT
PANELS ALL 4 SIDES
0
u)
15" RCP OUTLET
INV. = 42.0
POND DIMENSIONS AT NORMAL POOL
1'=20'
3:1
VEGETATED
SIDE SLOPE
SHALLOW LAND PLANTINGS
/— SHALLOW WATER
PLANTINGS
5' I 5'
10', 10:1
VEGETATED
SHELF
5'
TEMPORARY POOL = 43.85'
SEDIMENT REMOVAL = 37.0'
BOTTOM = 35.0' �rfE
12"D CLASS B RIP RAP
OVER 12V ARMORMAX
WITH SOIL ANCHORING
2:1 2:1 VEGETATED
SIDE SLOPE SIDE SLOPE SHELF
10:1
VEGETATED
BELOW
NORMAL
SHELF
POOL
BELOW
NOS
POND CROSS SECTION
NTS
12" CLASS B RIP RAP 60OX_MARIFI FABRIC
EMERGENCY SPILLWAY
#4 STEEL REBAR (GALV. OR ASPHALT COATED)
TACKWELDED AT 4" O.C. EACH WAY LAID
IN TOP OF BASIN
rATTACH SCREEN WITH GALV. LAG &
WEDGE ANCHORS
-1/2" OPNG. GALV.-
OR ALUMINUM
EXPANDED METAL
SCREEN
-1.5" I.D. INLEF__�'
PIPE GROUT IN
PLACE INV. = 43.0
CRUSHED STONE.
ELEVATION
SECTION
DETENTION POND OUTLET STRUCTURE
N.T.S.
NOTES:
1. REMOVE SCREEN & CONNECT 1.5" SKIMMER.
2. REMOVE SKIMMER & REPLACE SCREEN AT CONSTRUCTION CLOSE OUT.
TOP OF BANK
45.6'
TOP 43.85
APPROVED SCOW WATER WATER P��
APPROVED SHALLOW LAND PLANTS
SWEETFAG
SWAMP MILKWEED
WATER PLANTAIN
QUILL SEDGE
WATERPOD
WHITE TURTLEHEAD
BLUE FLAG IRIS
DWARF JOE PYE WEED
SOFT RUSH
JOE PYE WEED
ARROW ARUM
SPOTTED TRUMPETWEED
PRIMROSE WILLOW
SCARLET ROSE MALLOW
PICKERELWEED
HALBERDLEAF ROSEMALLOW
DUCK POTATO
SEASHHORE MALLOW
BULLTONGUE
CARDINAL FLOWER
LIZARD'S TAIL
LONGLEAF LOBELIA
SOFT STEM BULRUSH
GREAT BLUE LOBELIA
THREE —SQUARE BULRUSH
STARRUSH WHITETOP
WOOLGRASS
NARROW PLUMEGRASS
GIANT CUTGRASS
DETENTION POND NOTES:
1. UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE.
4" Sch 40
coupling
connection 1
1' Vent
With RED tip Inlets Aluminum straps
suspending inlet
2' pvc floe[
O
r-
y" 16" z
1'b" Sch 40 SOLID pvc
barrel or "arm"
SUPPLIED BY USER 3
NO inlet extension 1W HEAD on
Just the barrel center of inlet and
connected to the Tee oallce
1'r4" hose, ss damps
1'W threaded male fitting
on outlet and
Skimmer shown in
floating position
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need
to be anchored to the bottom at the connection so it is secure. Coupling can be removed and
hose attached to outlet using the threaded 1W fitting. Typical methods used: on a metal
structure a steel stubout welded on the side at the bottom side with a 1 W threaded Coupling or
reducers; on a concrete structure with a hole or orifice at the bottom, use a steel plate with a
hole cut in it and coupling welded to it that will fit over the hole in the concrete and bolted to the
structure with sealant; grout a 4' pvc pipe in a hole in the concrete to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a maximum
length of 8' so the inlet can be pulled to the side for maintenance. Skimmer is made for small
sediment °traps" with a maximum depth of 4'.
4. Inlet is 3" pipe between the straps with aluminum screen door for access to the 1W inlet and
orifice inside.
5. Capacity 1,728 cubic feet per day maximum with 1W inlet and 1'A" head. Inlet can be
reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for
the particular basin volume and drawdown time required.
6. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug
and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF
2OX CARPET GRASS, 24% BERMURk 20% FESCUE, 1OX CREEPING RED FESCUE, AND
24X RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
SUITABLE SPECIES. GROOUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
STRUCTURE.
4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
SPECIES, SEE TABLE.
5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT
SPECIES, SEE TABLE.
6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
24"-36" O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF
OF SHELF AREA SHALL BE PLANTED.
1 .5" FAIRCLOTH SKIMMER
NORMAL POOL: 4,
RIPRAP
LINED
1
U ,n
4 o
NU
� �z
OvOO
MU
w
O�
H�U
Z .1
O o
p x �4
a
H
U
to d
coto
^^ ,
F �'1
r^
vaj
to M
M M
O O
O) rn
W
pal
Z
O
a LL
o
WLJ
(�
LJ
F
O
V
V)
M
Q ODo
d
M
N
U
LL1-1"
a
Z
1--�
Z
z
w
Z
w
H
O
O Z
U
J
N g
6
13059
DES. JPN
CKD. JPN
DRWN. EDB
DATE 09/26/13
EGETAED y�y • • O oil
i I
TED WITH •,:',p ••......' •p �.
ANTS. SEE ��i,, y/t• L ip �����
TAED
SHELF TO BE PLANTED
WITH SHALLOW LAND
PLANTS., TApl e
0 15 2013
C6