SW8060842_APPROVED PLANS_20180725

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 Okpos l
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Ig p-j25
YYYYMMDD

Revisions
STORMWATER PROJECT
BOUNDARY =386,417SF ADRIANNA SIDELINGER & JENNINGS EDGE
OR 8.87 AC DEED BOOK 2416, PAGE 1146
MAP CABINET 35, PAGE 266
EXISTING CATCH BASIN TAX PARCEL NUMBER 22WW1602
AND STORMDRAIN TO
v REMAIN
\ 33
r— —
— _
33— 3— —
33
TP \ \ ♦ ` \ lI \fir 23 28
35.40TP
\ \
/ / / / //, :.,.•... .; 35.35 36- �\ 3sgC CB_1334 7S 93
EXISTING ASPHALT
' i� 35.40 _
/ � \ RIM ELEV = 35.00
RIM = \ INV IN - / 30.02 (FROM CB_12) RIM = 34.63 � -3S 3P40 PROPOSED
34.70'35.40 BUILDING #6 FFE 35.40 r
N
35.40 RIM
TP 34.37
l
RIM
34.86 IMPERVIOUS �7 /
MARL PARKING /
AREA
I RIM
34.76 \ , PROPDIOSED /
BUILNG #7 /
PROJECT BOUNDARY = / y
/ ♦ <( /
386,417 SF OR 8.87 AC / EXISTING IMPERVIOUS
PARKING AREA
RIM = /
34.39
PROPOSEb BUILDING
LOCATIONS
/ — — — TYPICAL
�!
-35- 35 /
—34 ,34-
/ (!/ ANDREW FRINK
DEED BDDK 879, PAGE 1133 '
! TAX PARCEL NUMBER 22500050
/
/ � I
11)
® 2018 This drawing shag not be repoduced in whole or in part without
LEGEND
35.40
PROPOSED TOP OF
TP
PAVEMENT SPOT ELEVATION
r
PROPOSED CONTOURS
- - - - - 32- - - -
EXISTING CONTOURS
EXISTING STORMDRAINS
PROPOSED STORMDRAINS
C3_14
RIM ELEV = i5.00 ®
PROPOSED CATCH BASIN
EXISTING CATCH BASIN
THIS PLAN IS BEING SUBMITTED AS A
PLAN REVISION TO PERMIT SW8 060842.
ONLY THE ITEMS RELEVANT TO THE PLAN
REVISION ARE SHOWN.
REFER TO THE ORIGINAL PLAN BY OTHERS
REVISED ON 12/12/07 FOR ANY
ADDITIONAL INFORMATION.
0 40' 80'
SCALE: F' = 40'
l
/ L 32L//
EXISTING EMERGENCY
/ /'25 SPILLWAY
EXISTING ENERGY
DISSIPATION PAD EXISTING DITCH
0
z SWALE BOTTOM ELEV.
ANDREW & LILUE FRINK v J' =33.50
DEED BOOK 276. PAGE 623 —
TAX PARCEL NUMBER 2260D018
I
A
rc
JENNINGS EDGE
DEED BOOK 3009, PAGE 1054
MAP CABINET 35, PAGE 266
TAX PARCEL NUMBER 2260001603
SWALE BOTTOM ELEV.
= 32.14
SWALE BOTTOM ELEV.
= 32.80
\21
IMPERVIOUS AREA DATA TABLE
BUILDINGS (SF)
PARKING/DRIVES
(SF)
SIDEWALKS (SF)
FUTURE
(SF)
TOTAL
(SF)
PROPOSED
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
41,498
21,000
125,460
117,483
0
0
3,693
309,134
I
�
1
PETER
FRINK
_
HEIRS
' DEED BOOK 751, PAGE 927
TAX PARCEL NUMBER 22600017
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nate: 5-14.18
Scale: AS SHOWN
Dates By: JCR
Checked By: ACLIRT
� � 1
iFm�-A, THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
- CORPORATE SEAL
(A0 7/oir
0`6
1 � CARC ,,1z
_ SEAL
35054
'6-2018� .�
GIN
RigTIAN
C2
bm Permission of Fast Coast Engineering & Surveying, P.C.
ECES PROJECT NO. 0696

i

SITE DATA TABLE
4j
631,
CD
0�
/
i
PROPOSED
/ SECURITY GATE
BEGIN / LANDSCAPE ENTRANCE
/ DOT FENCE AREA =
65' x 1' (65 SF)
EXISTING z?o-
/ INV = 32.73
PROPOSED / VAN ACCESSIBLE C
ASPHALT R = 30' HANDICAP SIGN cC
3S
DRIVEWAY / ,,; �1
3SIS
/ 44 LF CMP TO REMAIN R
20 LF BCCMP TO BE INSTALLED 2b
/
R = 30' 14299SppRoo./'
7
L�TpAD
NV P32790
C
TBM (R/W MON,)
/ ELE V,=36.94 35,
/NGVD 29)
/ O /
END DOT
FENCE
�,/ 1 / LANDSCAPE AREA =
/ J
b :::::;
ti
PROPOSED WELL
/ 20' BUFFER.
LANDSCAPE AREA = 155' x 8' (1240 SF) 'S+
/ 3 PLANTING GROUPS PER LANDSCAPE
/ NOTE REQUIRED. �FV q� . 15 YARD SETBACK
ANDREW M.FRINK
/
BBO/ 003
ZONED CS-HC
�o RESIDENTIAL /
y~
�R/W MONUMENT
EXISTING P,K, NAIL IN
CENTER OF MEDIAN
CROSSOVER U,S. 17
GRASSED
AREA
ANDREW FRINK HEIRS
94/244
ZONED CS -AD
UNDEVELOPED
SECURITY GATE
PROPOSED
BOAT & RV
GRAVEL
PARKING
LANDSCAPE AREA = 372' x 8' (2976 SF)
8 PLANTING GROUPS PER
LANDSCAPE NOTE A REQUIRED.
JENNINGS D. EDGE
152/366
ZONED R7500
RESIDENTIAL/UNDEVELOPED
JENNINGS D. EDGE
AS O
A�D��
PROPOSED STORAGE
BUILDING #2
27,000 SF
ASp �'OpO �
\rD��
PROPOSED STORAGE
BUILDING #1
20,400 SF STORAGE,
600 SF OFFICE
P� O\
SSA\D�
zoo,
S79.46,08'E
65p,pp
300,
9gS
zoo,
zq o,
ISRD
SETBACK
LANDSCAPE TABLE
�40
QWITHIN EVERY FIFTY FEET (50') OF LOT FRONTAGE ALONG ANY ROAD, A PLANTING AREA EIGHT FEET (8) IN
DEPTH SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE PROPERTY LINE. EACH PLANTING GROUP
SHALL CONTAIN EITHER:
ONE (1) TREE EIGHT FEET IT) IN HEIGHT AND SIX (6) SHRUBS EIGHTEEN INCHES (18") IN HEIGHT,
OR
THREE (3) FLOWERING TREES FIVE FEET (5) IN HEIGHT AND SIX (6) SHRUBS EIGHTEEN INCHES (18-)
IN HEIGHT. HEIGHT MEASUREMENTS SHALL BE AT THE I IME OF PLANTING.
®WHERE A TRACT DIRECTLY ABUTS A RESIDENTIAL USE, THE AREA BETWEEN THE SIDE PROPERTY LINE(S)
SHALL BE LABELED AS "BUFFER AREA". THE BUFFER AREA MAY INCLUDE EXISTING NATURAL VEGETATION,
OR A STAGGERED ROW OF EVERGREEN TREES OR SHRUBS WHICH GIVE, AT A MINIMUM, 75 % OPACITY AND
BE AT LEAST 6' TALL WITHIN 1 YEAR OF PLANTING. NO ACTIVITIES SHALL OCCUR IN THE BUFFER AREA
EXCEPT FOR THE MAINTENANCE OF THE BUFFER AND THE INSTALLATION OF WATER, SEWER, ELECTRICAL,
AND OTHER UTILITIES.
R
;L
NOTE:
REFER TO BUILDING PLANS FOR .-.'.'.'
EXACT BUILDING DIMENSIONS.
PROPOSED
BOAT & RV ?)
GRAVEL No.
PARKING
152/366
ZONED R7500
UNDEVELOPED
J
`PTJ
4IT
C�
J
ADDITIONAL PROJECT NOTES
SITE TRIANGLE SHALL REMAIN FREE OF ANY OBJECT THAT CAUSES ANY OBSTRUCTIONS OF VIEWS SUCH AS
SIGNS, VEGETATION, AND PLANTINGS.
ALL LIGHTING IS TO BE INTERNALLY LOCATED, AND WILL NOT EXCEED 40' IN HEIGHT.
THE PROPOSED BUILDING WILL NOT EXCEED FORTY FEET (40) IN HEIGHT.
A PERMIT WILL BE REQUIRED PRIOR TO THE INSTALLION OF ANY FREESTANDING AND/OR WALL SIGN DESIGN.
THIS SITE PLAN REPRESENTS PHASE 1 OF DEVELOPMENT. SUBSEQUENT PHASES WILL BE SUBMITTED AS A
SITE PLAN REVISION.
COUNTY AND STATE STORMWATER PLAN APPROVAL AND STATE SEDITMENTATION AND EROSION CONTROL
PLAN APPFOVAL WILL BE REQUIRED FOR THIS PROJECT PRIOR TO ANY CONSTRUCTION.
BASE INFORMATION PROVIDED BY BOBBY M. LONG .& ASSOCIATES OF SHALLOTTE, NC.
ACCORDING TO A WETLAND DELINIATION PERFORMED BY LAND MANAGEMENT GROUP, INC. OF WILMINGTON
INC IN OCTOBER 2005, THERE ARE NO WETLANDS WITHIN THE PROPERTY BOUNDARY.
THERE IS NO MUNICIPAL WATER AVAILABLE TO THIS PROJECT. AN ON SITE WELL IS TO BE INSTALLED PER
BRUNSWICK COUNTY HEALTH DEPT. REQUIREMENTS.
WASTE WPTER DISPOSAL IS TO BE PROVIDED FOR THE OFFICE BY ONE OF THE FOLLOWING OPTIONS:
1. INCINERATOR TOILET, AS APPROVED BY THE BRUNSWICK COUNTY HEALTH DEPT,
2. ON SITE SEPTIC SYSTEM, AS APPROVED BY THE BRUNSWICK COUNTY HEALTH
DEPT,
3. A PROPOSED LIFT STATION, AS APPROVED BY THE BRUNSWICK COUNTY
ENGINEERING DEPT. THAT WILL TIE INTO THE EXISTING BRUNSWICK COUNTY
SEWERLINE.
S 79•46 1
v-309, 72
SCALE: 1" = 40'
0 40 80 160
Revisions
06-27-06 Additional
Information as requested by
Brunswick County Planning
08-25-06 Added NCDOT
Controlled Access Fencing_
00
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Date: MAY 15. 06
Scale: 1" = 40'
Drawn By: JTP / BSH
Checked By:
THIS PLAN IS NOT ISSUED FOR
DNSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
C1
ECEC PROJECT NO. 0696

Revisions
LEGEND:
- - - - - - LIMITS OF DISTURBANCE
mooin
BLOCK &GRAVEL INLET PROTECTION
/ /
37.27
f
o - 9 s TEMPORARY SILT FENCE
/ /
/ /
�4k x 34.24
/ /
/ /
kv
GRAVELED CONSTRUCTION
/ aV
ENTRANCE
/ /
/ /
�34.24
x 35.54
00
NOTE: BOUNDARY INFORMATION PROVIDED BY BOBBY M. /
/
/ / /
/
N7 •4
x 35.54
LONG & ASSOCIATES OF SHALLOTTE, NC. ACCORDING TO
BY LAND /
6
0'
A WETLAND DELINEATION PERFORMED
MANAGEMENT GROUP, INC. OF WILMINGTON, NC, THERE
ARE NO WETLANDS WITHIN THE PROPERTY BOUNDARY. /
/
/ / /
/
'-34,64
/
U N M
a�
rA
37,35
LIMIT OF DISTURBANCE
( 34.04
A U w
/
�
APPROXIMATE LOCATION
7
�
� x 34,44
� �
O O
OF EXISTING TREE LINE
(AREA TO BE CLEARED AND
\
33,84
vi
Cd Z M
37.39
x 34.34
GRUBBED PRIOR TO
STORMWATER DETENTION
>
(
x 34.24
b❑❑
A ri
POND INSTALLATION)Cb
\
1 m a cl�
4
37.44� /
x 34154
/
3
X n� /
1
x
34.34
O O 00
�Z
35,14 x
lei
ti
`
Y Cd
� w
37.55
x 34.24
/
/ SILT FENCE
p N
��
/ STONE OUTLET
FTC
F�--1 00
(SEE DETAIL)Cd
PROPOSED
/
O r
>
34.44
WATER
DETENTION POND
00
O
37.45 )C
/
/
x
BLOCK AND GRAVEL INLET
(T. - SEE
P
PROTECTION/
\
>
/ \ EXISTING DITCH
x 34.34 DETAIL)
1
/ J
37,45
/
x 34.64
>
4.73
6m
J /
/ 37.48
3
GRAVELED
CONSTRUCTION
34.
1X
[�
/
37.49
a
•
ENTRANCE
/ (SEE DETAIL)
/� x
` 34.34
o
\
v
/ / /
�i
/ bZ J
W
/32.79
(/,
/
��l
34.94
4,
`
@
37.49
1vM1
/ y
35.04
>
37.56
i
34A
04 z
H P4
/
x 34.54�
Z O
\
0
O
U
x 34.94
/>
CONSTRUCTION SEQUENCE
O
(�
r-i u
37.59
/ 1
35.84
x
TEMPORARY SILT FENCE
/
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone],
PRIOR TO BEGINNING CONSTRUCTION.
C)
W
(TYP. - SEE DETAIL)
/
LIMIT OF DISTURBANCE
/,
/
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE STONE OUTLET AS SHOWN ON PLAN.
1"'�
/ �~
(8.87 AC)
1
3. CLEAR AND GRUB SITE (AREA DESIGNATED ON EROSION CONTROL PLAN).
37.64 x
L
3. INSTALL STORMWATER DETENTION POND AND OUTLET STRUCTURE.
x36.64
\ 34.34
4. ROUGH GRADE SITE, MAINTAINING POSITIVE DRAINAGE TOWARDS STORMWATER POND.
^ (Sy
5 COLLECTION(PERMANENT SWALE, CATCH BASINS AND STORM DRAINS)
WITH BLOCK AND GRAVEL INLET PROTECTION,
/
6. CONSTRUCT BUILDING FOUNDATIONS.
36,64 � �
\
7. FINAL GRADE ROADS, STABILIZE WITH STONE AND ASPHALT. FINAL GRADE BOAT & RV PARKING, STABILIZE
WITH GRAVEL.
Date: AUG 14. 2006
/
� �
S7 9.46,08,E
Scale: 1"=40'
_
650.0 '� �
0'
\
e. IMMEDIATELY AFTER FINAL GRADING, ALL DISTURBED AREAS ARE TO BE SEEDED
AND MULCHED AS NOTED IN THE SEEDING SCHEDULE.
Drawn By: BSH
Checked By: DBB/EMN
x 36.04
x35S4
9. MAINTAIN ALLTEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED,
OR PERMANENT GROUND COVER IS PROVIDED.
x 35,84
\
10. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM. IF LESS THAN DESIGN DEPTH,
o S.. y
EXCAVATE TO DESIGN DEPTH.
�pRPORg. i�
34.94
x34.24 S
g
x 34,94
79`46'
_309.
HIIPL
STRUC � T AFFlXED
/ /
�
CORPORATE SEAL.
SCALE: V 40'
C3
ECEC PROJECT NO. 0696
cr !'OB9l Enpi--in, ('nrori-v_ P.A.

EDGE OF PAVEMENT
OR OBSTRUCTION
.yS
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
n
7d+ 7/8" DIA. HOLES
1
" r 5" MIN.
3/4" REINFORCING BAR
IMBEDDED 16" INTO SUBGRADE. '7j4"
707 � 2 44 BARS
CONTINUOUS
S/841t
I i !N
u
CONCRETE WHEELSTOP DETAIL
NOT TO SCALE
1-2 ASPHALT OR EQUIVALENT
COMPACTED SUBGRADE (95% MODIFIED PROCTOR)
_6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
1'S x V-0" x 0.090 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ 'RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL
PARKING DOLT TO ViD. POST Wl W CAM"
PLATED NUTS, DOLTS AND WASHERS.
op ® 9" x 1'-0" x "VAN
CC ALUM. SIGN
TO REAO'VAN ACCESSIBLE". �
BOLT TO WD. POST WITH 31N' CADMIUM
PLATED NUTS, DOLTS AND WASHERS.
9" x 1'-0' x 0.000 STD ALUM. SIGN 0
- 12" TO READ 'MAXIMUM PENALTY $100".
BOLT TO WD. POST WITH 3�8" CANDNM c0
LEGEND DER- GREEN PLATED NUTS, BOLTS AND WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND TREATED WOOD 4" X 4' P06
BACKGROUND -WHITE FINISHED
b) 1-1/2"fl 1-1/2"R GRADE 1
(TYP.) (TYP.)
MAXIMUM
PENALTY 3/8" VAN 318"
$zso (TYP) Access) (T)(P.)
12„ L 12" �(_ ���—���—��� z
LEGEND AND BORDER- GREEN LEGEND AND BORDER- GREEN 5
MCKQROUND- WHRE BACKGROUND- WHITE fIII i III I I I I I III I IIII l i)III I r co
TYPICAL HANDICAP SIGN DETAIL
NOT TO SCALE
B
SEAL WATER -TIGHT BETWEEN
PRECAST CONCRETE ly PIPE AND CATCH BASIN
PIPE DIA.
TYPICAL
FLAR
S
PLAN VIEW
—�B
PLAN VIEW
MANHOLE FRAME AND GRATE
(SEE STORM DRAIN STRUCTURE TABLE) TRASH GUARD
f� AS REQUIRED —+►�
#4 REBAR 4' O/C
PERMANENT POOL
%1 _
""•�I
6
ELEV =31.0
I::
_
S"
x
6"
2" SCH So PVC ORIFICE
2 - TEES WITH SEALED PLUGS
THROAT ELEV. OR
I
TEMPORARY POOL
AS REQUIRED
jL
ELEV. = 32.4
6"
24" HDPE-7
AS
REQUIRED
AS REQUIRED
24" HDPE
FILL TO INVERT
4" SCH. 80 PVC
_
INVERT
WITH CONCRETE
SEALED PLUG
-
a>^ u:'i•r n;'.r . rt ,'µn
_
E
ELEV. = 29.8
L.
FILL TO INVERT
r. t T-`s
-
.. x t ..i
,�
WITH CONCRETE
. _k �;�+.:` �.,,,�„tenW....tc.:.
erm LsuFn cTCY& sr"
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A SECTION B-E
STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, AND TOP OF GRATEELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET.
3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER -TIGHT BETWEEN PIPE AND CATCH BASIN.
4, THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET STRJCTURE OR BY
MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
ISOMETRIC VIEW
NOTES
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La IS THE LENGTH OF THE APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER,.
BUT NOT LESS THAN 6"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIP -RAP AND SOIL
FOUNDATION.
FABRIC
La _
FLOW
d
SECTION A
OUTLET PROTECTION
do = PIPE DIA
La = APRON LENGTH
W = APRON WIDTH
d = APRON DEPTH
OUTLET PROTECTION (FLARED
END SECTION)
NOT TO SCALE
NOTE: LINE SWALE WITH EXCELSIOR
MATTING UNTIL PERMANENT VEGETATION
IS ESTABLISHED.
FLAT SLAB TOP SHALL BE PROVIDED AN
REINFORCED AS REQ'D TO SUPPORT FR
AND GRATE UNDER H-20 TRAFFIC LOADI
.TER FABRIC
ESTABLISH VIGOROUS PERMANENT
VEGETATIVE GROWTH ON SLOPE, BANKS
AND CHANNEL (SEE "EROSION CONTROL
NOTES" AND SCHEDULE)
5'
PLAN VIEW
_ AS REQUIRED TO ACCOMMODATE
STORM DRAINS AND INLET FRAMES
PRECAST CONCRETE
BOX RATED FOR MIN.
H-20 TRAFFIC LOADING
12" a57
—COMPACTEDSTONE
FRAME AND GRATE
FOR MINIMUM
AFFIC LOADING
imouoeca000eoaaaoaonmcooc
�oouaan000000auuoonounouc
SECTION B-13 UNDISTURBED SOIL SECTION A -A
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF GRATE ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE
TO CATCH BASIN.
CATCH BASIN
6:19�
--1 11-1 11=1 11-111=
TRAPEZOIDAL GRASS SWALE
NOT TO SCALE
NOT TO SCALE
PULL SLOPES BACK TO
BLEND INTO EXISTING
TERRAIN, TYP.
6"
WETLAND PLANTS
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
NOTES
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN, AGGRESSIVE WEEDY ALIENS
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP.
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE. MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL
OTHER SPECIES.
SOFT RUSH
CONDITIONS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZANIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE NATURAL
RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
WETLAND SPECIES TABLE
3' MIN
FREEBOARD ELEV = 34.00'
CONTRACTOR TO
PROVIDE BERMUDA
SOD (TYP)
ELEV =
PP = 31.00'
EBAY
TP = 32.40' N7
3-
IV PP = 31.00'
6:1 VEGETATIVE SHELF
2" ORIFICE
ELEV = 29.33' (SEE OUTLET
DETAIL)
ELEV = 24.50' \ /
NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
STORMWATER POND CROSS-SECTION
NOT TO SCALE
f3:1 TO EXIST
GROUND
STORMWATER POND OUTLET
(SEE DETAIL)
6:1 VEGETATIVE SHELF
24" DISCHARGE PIPE
INV = 29.80
OVERFLOW WEIR
ELEV. = 116.3
TIE TO TOP OF POND
APPROXIMATE ELEV. = 34.00
OVERFLOW WEIR
ELEV. = 33.00
TP ELEV. = 32.40
MIN 3:1
SLOPE
FLAN VItVV
SLOPE
1 3'
•ww
MIN 3:1
SLOPE
10' OF NCDOT C
RIP RAP
— VEGETATIVE 6:1 SLOPE
SECTION A -A' PROFILE OF SPILLWAY
1 10, 1 ,
OVERFLOW WEIR
ELEV. = 33.00
SECTION B-B' PROFILE OF SPILLWAY
12"
TIE TO TOP OF POND
APPROXIMATE ELEV. = 34,00
MIN 3:1
SLOPE
SLOPE
POND EMERGENCY SPILLWAY
NOT TO SCALE
N79.4610B'W
650,00,
CXQ¢Oe/
y'�tip .0 0 A64 �9V6„ yS�� S5,1 9N^
4 boo, W 'cti/
2
0 A
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3
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5 O
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ti
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b
aq o•
n
x w
N r
0
� y2
S�o��,6E
V
L=31 GOp
R=20'
PERMANENT POOL POND DIMENSIONS
NOT TO SCALE
Revisions
9/5/06 - Revised pond
forebay depth (per NCDENR)
and modified Permanent Pool
Dimensions Detail / Revised
Pond Outlet Structure Detail
(per NCDENR)
y..)
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Date: AUG 14, 2006
Scale: I"= 40'
Drawn By: JTP / FISH
Checked By:
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
W not be reproc 1n
without vmtten permission
gmeerinp Company, P.A.
ECEC PROJECT NO. 0696

A. BURY THE TOP END OF THE EXCELSIOR STRIPS
,/:" IN A TRENCH 4 INCHES OR MORE IN DEPTH.
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING,
4 INCHES DOWN FROM TRENCH.
C. OVERLAP - BURY UPPER END OF LOWER
STRIP AS IN "A" AND "B". OVERLAP END OF
OP STRIP 4 INCHES AND STAPLE
PLACE STAPLES MAXIMUM T APART
THROUGHOUT EXCELSIOR MATTING
IN A DIAMOND PATTERN TO KEEP
MATTING FIRMLY IN CONTACT W/SOIL.
D. EROSION STOP - FOLD OF EXCELSIOR BURIED
IN SLIT TRENCH AND TAMPED, DOUBLE ROW
OF STAPLES.
EXCELSIOR MATTING
NOT TO SCALE
STEEL OR WOOD POST
OVEN WIRE FENCING AS REQUIRED
SILT FILTER FABRIC
m
z
m �
�
N
o
Jgo
LL
R
6" MIN.`
COMPFILLOVERD
ANCHOR FABRIC SKIRT w/ MIN. 4" LONG
O
SKIRT' a
0_
WIRE STAPLES @ 12" O.C.
'FOR REPAIR OF SILT FENCE FAILURES,
USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL.
SIDE VIEW
TYPICAL STAPLES
#6 GAUGE WIRE
o
N. 10 GA.
)P WIRE
MIN. 12-112 GA.
INTERMEDIATE WIRES
AIN. 10 GA.
30TTOM WIRE
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE FIN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4, WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALLBE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 112" LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND
A MINIMUM OF 850% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'.
TEMPORARY SILT FENCE
NOT TO SCALE
112" MESH
#57 CLEAN W
CONCRETE BLOCKS TWO
;ES HIGH AROUND INLET
JN EACH
SIDE OF INLET
SECTION VIEW
PLAN VIEW
BLOCK & GRAVEL INLET
PROTECTION
NOT TO SCALE
FLAN VIEW
DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION
ENTRANCE
NOT TO SCALE
)E
EROSION CONTROL GENERAL NOTES
THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR EROSION CONTROL
MEASURES. GRAVEL CHECK DAMS WILL BE LOCATED AT THE END OF EACH VEGETATED SWALE, SILT
FENCE IS LOCATED AROUND THE PERIMETER OF THE SITE AS NOTED ON THE PLANS. THE RUNOFF WILL
BE DIRECTED TO THE TEMPORARY DIVERSION SWPLES AND TO THE SEDIMENT CONTROL BASINS IF
DESIGNED AND INSTALLED DURING CONSTRUCTION. A GRAVEL CONSTRUCTION ENTRANCE WILL BE
CONSTRUCTED AT LOCATIONS INDICATED ON THE PLANS. THE GRADING CONTRACTOR WILL PROVIDE
THE MAINTENANCE FOR THE EROSION CONTROL MEASURES.
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE
SHORTEST FEASIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 15 DAYS FOR
SLOPES AND 30 DAYS FOR ALL OTHER AREAS.
4. AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT MEASURES HAVE BEEN
INSTALLED, AND FINAL APPROVAL IS RECEIVED FROM THE LAND QUALITY SECTION, THE TEMPORARY
MEASURES MAY BE REMOVED.
5. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE
SUCCESS IN CONTROLLING EROSION OF SOILS TO OFF -SITE AREAS, IF AREAS ARE FOUND WHERE
EROSION IS TAKING PLACE, THE OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE
SITUATION.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL
BE STABILIZED BY A PERMANENT GRASS AVER. THE SEED SPECIES SHALL BE SELECTED BASED
ON THE TYPE SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE THE METHODS AND SCHEDULES SHOWN BELOW;
HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO
SITE SPECIFIC CONDITIONS.
a. CULTIVATE AREA TO A DEPTH OF 5 INCHES.
b. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
c. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS. PER ACRE.
d. SOW GRASS SEEDS AT THE FOLLOWING RATES PER ACRE.
DRY SOILS [APR)( SEPTEMBER) WET SOILS (APRIL-SEPTEMBER)
BERMUDAGRASS ...........30 lbs. BERMUDAGRASS ...25 tbs.
CENTIPEDEGRASS............... 10lbs. BAHIAGRASS ..... ...25lbs.
BAHIAGRASS .........................30 lbs. CARPETGRASS ..... ................. 25lbs.
KOBE LESPEDEZA.................20 lbs. ANNUAL RYEGRASS or
ANNUAL RYEGRASS OR GERMAN MILLET...................25 tbs.
GERMAN MILLET..................25 lbs.
e. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS. PER ACRE SHOULD PROVIDE 75 %COVER.
COVER IN EXCESS OF 75%, COULD REDUCE PROPER PLANT GROWTH AFTER SEED GERMINATION.
I. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS
PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY GRASS COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER =TEMBER-APRIL) SUMMER (MAY -AUGUST)
ANNUAL RYEGRASS.............50 lbs. GERMAN MILLET .................. 50 lbs.
TALL FESCUE.......................50 lbs.
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED; HOWEVER, MULCH USED ALONE SHALL BE
FOR THE SHORTEST TIME PRACTICAL. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL
BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE,
Revisions
00
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00`�
00 O ut
00 0 C`
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Date: AUG 14- 2006
Scale: 1" = 40'
Drawn By: FISH
Checked By: DBB / EMI
o. •'
SEAL
SILT FENCE STONE OUTLET THIS PLAN IS'U FOR
ONSTRUC110N VATHOUT AFFIXED
CORPORATE SEAL.
NOT TO SCALE
SEAL
03CLW7
a
M
C$
ECEC PROJECT NO, 0696
f

11
r
FA —
VICINITY MAP
NOT TO SCALE
SITE DEVELOPMENT PLAN
P A F
ATION-
BRUNSWICK
COUNTY,
AUGUST
I
NORTH
2006
PROPOSED
ASPHALT
�1 DRIVEWAYS
/_ \ P & PARKING
C�<3 V+
PROPOSED
/ \ � FENCE
AG Pa PROPOSED
A STORMWATER
POND
z
A
n�A
NOT TO SCALE
OWNER:
CAROLINA
SHEET INDEX:
COVER SHEET
C I - SITE PLAN
C2 - STORMWATER PLAN
C3 - EROSION CONTROL PLAN
C4 - SITE & STORMWATER DETAIL SHEET
C5 - EROSION CONTROL DETAIL SHEET
PROPOSED BOAT & RV
GRAVEL PARKING
pX �ai"
e
EDGE HOLDINGS, LLC
8991 OCEAN HIGHWAY WEST
CALABASH, NC 28467
[phone]
EAST COAST ENGINEERING
COMPANY, P.A.
4918 Main Street - P.O. Box 2469
Shallotte, North Carolina 28459
910.754.8029 Fax:[phone]
324 Village Road, Suite C
Leland, North Carolina 28451
910.371.3526 Fax:[phone]
ApPRGVEOMENTA�.�(7���
NORTH CARO�INA ENVIRON
MANAGEMENT C�OE M�SS� ITy
.A.
i
PLANTATION STORAGE
ECEC PROJECT NO. 0696

SITE DATA TABLE / / / /
415
115
/ / d
Q
8.0'
4
PROPOSI
SECURIT
LANDSCAPE ENTRAN
AREA =
65' x F (65 SF)
EXISTING zyo,
/ IN V = 32.73
PROPOSED / VAN Al
HANE
ASPHALT R = 30' y 4T 3s.
DRIVEWAY
3s,
44 LF CMP TO REMAIN
20 LF BCCMP TO BE INSTALLED rLl"
/
R = 30' Iq 79011 rpm
PROPOSED�Tp `SI
INV=32.79 �V, ___ �I CL'-
TBM (R/W MEIN.) / y' -:
/ ELEV.=36.94 3s
/ R/ / i NGVD 29)
/4
yto:.:LANDSCAPE AREA61
107' x F 107 SF)
tiw`)
PROPOSED WELL
BUFFER .
/ LANDSCAPE AREA = I55' x 8' (1240 SF) 20'
3 PLANTING GROUPS PER LANDSCAPE ^2
NOTE REQUIRED. qb' IS YARID SETBACK
ANDREW M.
FRINK
880/ 003
ZONED CS-HC
h� RESIDENTIAL /
�R/W MONUMENT
EXISTING P,K, NAIL IN
CENTER OF MEDIAN
CROSSOVER U.S. 17
GRASSED
AREA
24.0,
LANDSCAPE AREA = 372' x 8' (2976 SF)
8 PLANTING GROUPS PER
LANDSCAPE NOTE A REQUIRED.
JENNINGS D. EDGE
152/366
ZONED R7500
RESIDENTIAL/UNDEVELOPED
JENNINGS D. EDGE
152/366
ZONED R7500
p�AL�DED UNDEVELOPED
PROPOSED !. J
2yo• STORMWATER F
c�
GATE P0ND JAW IfTJNG
PROPOSED STORAGE
BUILDING #2
27,000 SF OP ...
Z,0 0
4spNopOSE O 240 00
.ti to
2jo2 /...... .
300,
PROPOSED L�
20'x3O' OFFICE 2
NOTE: ...... b
REFER TO BUILDING PLANS FOR "" -0
PROPOSED STORAGE EXACT BUILDING DIMENSIONS. .
BUILDING #1
20,400 SF STORAGE,
600 SF OFFICE
p
ADDITIONAL PROJECT NOTES
�SpLTDEt� 2I00 ~$
I LN 1I 1CAlVUt 2q0 IL 269
2gt7 .... .
PROPOSED
4
BOAT & RV
GRAVEL PROPOSED
PARKING BOAT & RV �..
GRAVEL ry�
PARKING
ANDREW FRINK HEIRS
94/244
ZONED CS -AD
UNDEVELOPED
SECURITY GATE
PROPOSED ._
FENCE
S79.46'08-E
650.00' 15' YAK
SETBACK
LANDSCAPE TABLE
QWITHIN EVERY FIFTY FEET (50') OF LOT FRONTAGE ALONG ANY ROAD, A PLANTING AREA EIGHT FEET (8') IN
1 DEPTH SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE PROPERTY LINE. EACH PLANTING GROUP
SHALL CONTAIN EITHER:
ONE (1) TREE EIGHT FEET (8') IN HEIGHT AND SIX (6) SHRUBS EIGHTEEN INCHES (18") IN HEIGHT,
OR
THREE (3) FLOWERING TREES FIVE FEET (5') IN HEIGHT AND SIX (6) SHRUBS EIGHTEEN INCHES (18")
IN HEIGHT. HEIGHT MEASUREMENTS SHALL BE AT THE TIME OF PLANTING.
®WHERE A TRACT DIRECTLY ABUTS A RESIDENTIAL USE, THE AREA BETWEEN THE SIDE PROPERTY LINE(S)
SHALL BE LABELED AS "BUFFER AREA. THE BUFFER AREA MAY INCLUDE EXISTING NATURAL VEGETATION,
OR A STAGGERED ROW OF EVERGREEN TREES OR SHRUBS WHICH GIVE, AT A MINIMUM, 75% OPACITY AND
BE AT LEAST 6' TALL WITHIN 1 YEAR OF PLANTING. NO ACTIVITIES SHALL OCCUR IN THE BUFFER AREA
EXCEPT FOR THE MAINTENANCE OF THE BUFFER AND THE INSTALLATION OF WATER, SEWER, ELECTRICAL,
AND OTHER UTILITIES.
SITE TRIANGLE SHALL REMAIN FREE OF ANY OBJECT THAT CAUSES ANY OBSTRUCTIONS OF VIEWS SUCH AS
SIGNS, VEGETATION, AND PLANTINGS.
ALL LIGHTING IS TO BE INTERNALLY LOCATED, AND WILL NOT EXCEED 40' IN HEIGHT.
THE PROPOSED BUILDING WILL NOT EXCEED FORTY FEET (40') IN HEIGHT.
A PERMIT WILL BE REQUIRED PRIOR TO THE INSTALLION OF ANY FREESTANDING AND/OR WALL SIGN DESIGN.
THIS SITE PLAN REPRESENTS PHASE 1 OF DEVELOPMENT. SUBSEQUENT PHASES WILL BE SUBMITTED AS A
SITE PLAN REVISION.
COUNTY AND STATE STORMWATER PLAN APPROVAL AND STATE SEDITMENTATION AND EROSION CONTROL
PLAN APPROVAL WILL BE REQUIRED FOR THIS PROJECT PRIOR TO ANY CONSTRUCTION.
BASE INFORMATION PROVIDED BY BOBBY M. LONG L, ASSOCIATES OF SHALLOTTE, NC.
ACCORDING TO A WETLAND DELINIATION PERFORMED BY LAND MANAGEMENT GROUP, INC. OF WILMINGTON
NC IN OCTOBER 2005, THERE ARE NO WETLANDS WITHIN THE PROPERTY BOUNDARY.
THERE IS NO MUNICIPAL WATER AVAILABLE TO THIS PROJECT. AN ON SITE WELL IS TO BE INSTALLED PER
BRUNSWICK COUNTY HEALTH DEPT. REQUIREMENTS.
WASTE WATER DISPOSAL IS TO BE PROVIDED FOR THE OFFICE BY ONE OF THE FOLLOWING OPTIONS:
1. INCINERATOR TOILET, AS APPROVED BY THE BRUNSWICK COUNTY HEALTH DEPT.
2. ON SITE SEPTIC SYSTEM, AS APPROVED BY THE BRUNSWICK COUNTY HEALTH
DEPT.
3. A PROPOSED LIFT STATION, AS APPROVED BY THE BRUNSWICK COUNTY
ENGINEERING DEPT. THAT WILL TIE INTO THE EXISTING BRUNSWICK COUNTY
SEWERLINE.
S 79°46' 88 ��-
v-309,7z �Q
SCALE: I" = 40'
0 40 80 160
Revisions
06-27-06 Additional
Information as reouested by
Brunswick County Planning
00
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W
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ON
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ao�
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Date: MAY 15. 06
Scale: 1"= 40'
Dray By: JTP / FISH
Checked By: DBB / EMN
THIS PLAN IS NOT ISSUED FOR
;ONSTRUCTION VATHOUT AFFIXED
CORPORATE SEAL.
030507
ogl/y�bb
P.A.
CI
ECEC PROJECT NO. 0696

STORMWATER DATA
OWNER: EDGE HOLDINGS, LLC
8991 OCEAN HWY WEST 3
CALABASH, N.C. 28467
CURRENT USE: UNDEVELOPED
TAX PARCEL NO: 2260001601
SITE ZONING: CLD (COMMERCIAL LOW DENSITY) /
PROPERTY AREA: 8.87 AC (386,418 SF)
PROPERTY ADDRESS: 9019 OCEAN HWY WEST
CALABASH, N.C. 28467 /}� �O/ / 37.27
IMPERVIOUS AREAS:
PROPOSED BUILDINGS = 1.10 AC (48,000 SF)
PROPOSED DRIVES/PARKING = 1.00 AC (43,612 SF) /o /
PROPOSED BOAT & RV PARKING = 2.34 AC (101,864 SF)FUTURE DEVELOPMENT = ./
TOTAL PERVIOUS AREA ? 7�10 AC (309AC ,134 SF) / / / }/ /�ti n
IMPERVIOUS
IMPERVIOUS = 80.0% / / / /tom}~
LEGEND:
- - - - - EXISTING STORM DRAIN
PROPOSED STORM DRAIN
37 35
TRAPEZOIDAL GRASS-
LINED SWALE
STORMWATER FLOW / / / /
DIRECTION Q / / / 37.39
CATCH BASIN
3.90
33.74
X 37.55 EXISTING ELEV. /34i� / q / �� / /
2 / C
PROPOSED ELEV. / �� / h��OJ / / / 37.44 / 2 k 3 33.86 3
�( 35.50
J Cb 033.72
�_J
34.50
q,
j~ 37.55E ti
�,o w
37,45 )C
/ 034.22
/ / 034.30 34.50
37.45 X � 34.50 35.0034.41 0
34.5 80 34.64
2.73 / �34.70
//�j h� 35.25
/ 35.00 GRASSED
34.72 35.50
37.48 3 37.70 //1 35.25 AREA
37.49 5.99 / a 36.01 36.00 // p 35.50
37.70
32.79 ti 37.70 x 35.67 34.97
34.94
37.49 36.00 )g(34.93
TBM (R/W MON.) 35.70
ELEV.=36.94 35.10 35.40 35.22
(NGVD 29) / 0 35.50
r+�2,tiO�R 3535.34 �Z8 )s;(
37.56 )c j� 35.40
35.50
TIE TO
EXISTING GRADE 0� x 34.94 / (MINIMUM 3:1 /
SLOPE) / 37.59 ;� Z�
/
PROPOSED
BGRAVEL
3T64 x �' PARKING
/ x36.64 36.80
36.80
TIE TO EXISTING GRADE
(MINIMUM 3:1 SLOPE)
x 34.24
x
34.24
x 34.34
TIE TO EXISTING GRADE
(MINIMUM 3:1 SLOPE)
x 34.24
x
34,64
x 35.54
x 34.34
34.18
4.18
PROPOSED
34.06
CB-2
STORAGE
x34.64
BUILDING
34.85
34.06 34.85 35.05
35.35
�( 35.23
OQ
w
36.00
x
34.85
34.56
35.04
X
34.70
34.85
PROPOSED
STORAGE
35.50
34.64
035.60
BUIL34.72
35.50
35.870
35.84
x
36.00
36.64
S79•46,08'E
x 36.04
/
/ / d
650.00'
FA
35.50'X 35.22
� 35.50
35.34 )1(
35.50 35.28
35.60
36.80
x 35.94
x 35.54
x
34.04
x
33.84
EMERGENCY SPILLWAY / / N
34.54 x (SEE DETAIL)
PROPOSED STORMWATER
DETENTION POND
(PP ELEV = 31.00, TP ELEV =
32.40, BOTTOM ELEV = 24.50)
34.44
x
PROPOSED STORMWATER
POND FOREBAY
(BOTTOM ELEV. = 25.00) -
34.34
34.34
35.14/ /
/
ry
34.24
24" OUTLET
PIPE (SD-0)
INV. OUT
=29.5'
34.54 x
TRAPEZOIDAL
GRASS -LINED
SWALE
PROPOSED
BOAT & RV `
GRAVEL
PARKING
036.30 34.34
x /
34.30
CA, /
34.80 j
NOTE:
SPOT ELEVATIONS AT BUILDING CORNERS
ARE PROPOSED TOP OF PAVEMENT
ELEVATIONS. FFE OF BUILDINGS TO BE
COORDINATED WITH BUILDING MANUFACTURER.
035.80
x35.54 34.80
x 35,84
OUTLET \ J
PROTECTION
8'X10'X12"OF
/ CLASS B RIP -RAP
34.14
x
r 33.70 'Z��
33.50 1.Z
Ito
2
34,14
,
r
b
TIE TO EXISTING GRADE
(MINIMUM 3:1 SLOPE)
x 34.44
x 34.24
EXISTING DITCH
STORM DRAIN DATA TABLE
STORM
PIPE DIA
INVERT IN
RqVERT
DRAIN ID
(IN)
LENGTH
(FT MSL)
O FT
SLOPE (%)
(FT)
MSL)
SD-1
24
298
30.16
28.67
0.50
SD-2
30
219
28.17
26.63
0.70
SD-3
30
43
26.63
26.29
0.80
SD-O
24
40
29.80
29.50
0.75
NOTES:
DOUBLEWALL ADVANCED DRAINAGE SYSTEMS (ADS) N-12 OR
APPROVED EQUAL.
2. ALL PIPES SHALL BE BEDDED, HAUNCHED AND BACKFILLED
PER MANUFACTURERS RECOMMENDATION FOR PIPE
CONSTRUCTED WITHIN TRAFFIC AREAS WITH H2O LOADING.
X
34.94 _-max 34.24
x 34.94 S 79'46' 8 E
�_309,7E
�o
CATCH BASIN DATA TABLE
TOP OF
ID
INVERT IN (F
INVERT OUT
P(FTEMSL T
MSL)
(FT MSL)
CB-1
-
30.16
33.66
CB-2
28.67
28.17
34.00
CB-3
26.63
26.63
33.00
NOTE: BOUNDARY INFORMATION PROVIDED BY BOBBY M.
LONG & ASSOCIATES OF SHALLOTTE, NC. ACCORDING TO
A WETLAND DELINEATION PERFORMED BY LAND
MANAGEMENT GROUP, INC. OF WILMINGTON, NC, THERE
ARE NO WETLANDS WITHIN THE PROPERTY BOUNDARY.
SCALE: 1" = 40'
0 40 80 _ 60
Revisions
9/5/06 - Revised pond
forebav dimensions and
Storm Drain Data Table
(per NCDENR)
��
Date: AUG 14. 2006
Scale: V = 40'
Drawn By: BSH
Checked By:
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
] j
SEAL '3
e °��
co", _.„PeTmP, ,,._...I_v,
C2
ECEC PROJECT NO. 0696

LEGEND:
- - - - - - LIMITS OF DISTURBANCE
EBLOCK & GRAVEL INLET
do
PROTECTION
TEMPORARY SILT FENCE 37 27 )( k
GRAVELED CONSTRUCTION
ENTRANCE
x 34.24
NOTE: BOUNDARY INFORMATION PROVIDED BY BOBBY M. / 34.24
LONG & ASSOCIATES OF SHALLOTTE, NC. ACCORDING TOA WETLAND
DELINEATION
MANAGEMENT GROUP, INC. OF WL MINGTON, NC, THERE
ARE NO WETLANDS WITHIN THE PROPERTY BOUNDARY.
/ / 37.35 / m� / LIMIT OF DISTURBANCE
/
/ / /�� / (8.87 AC)
37.39
/
/ / x 34.34
X /
n� /Cb
44
�OJ 37.44
37.55 /
x 34,24
/ 37,45 IC /
/ BLOCK AND GRAVEL. INLET
PROTECTION (TYP. - SEE
x 34.34 DETAIL)
/
37.45// / x 34,64
62.749t /
GRAVELED
37.48 CONSTRUCTION
ENTRANCE
37.49 a / (SEE DETAIL)
/32.79
3
37.49 4.94
35.04
(r)
37.56 x/ V 3 /
x 34.94
37,59 /
/ 35.84
x 35.54
x 35.54
34.64 /
i -�x
34.04 7
APPROXIMATE LOCATION \ x
OF EXISTING TREE LINE ( 33.84
(AREA TO BE CLEARED AND \ _
GRUBBED PRIOR TO >
STORMWATER DETENTION /
POND INSTALLATION
x 34h4 /
x 34.34n3514
/
�
/x
34.2
1>
/ 34.34
/
1
x 34,54,
i
LIMIT OF DISTURBANCE
TEMPORARY SILT FENCE
(TYP. -SEE DETAIL)
37.64 7� �1 / (8.87 AC)
x36.64
3'
6.64
S7904608'E 650.00,
/
34.34
/
x 36.04L
35,54
x 35,94 >
x 35.84 /
X,
/
/
/34.1
/
/
/
/
34.94 x 34,24
/
0
2
2
J
x 34,44
x 34.24
SILT FENCE
STONE OUTLET
(SEE DETAIL)
J
CONSTRUCTION SEQUENCE
EXISTING DITCH
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone],
PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE STONE OUTLET AS SHOWN ON PLAN.
3. CLEAR AND GRUB SITE (AREA DESIGNATED ON EROSION CONTROL PLAN).
3. INSTALL STORMWATER DETENTION POND AND OUTLET STRUCTURE.
4. ROUGH GRADE SITE, MAINTAINING POSITIVE DRAINAGE TOWARDS STORMWATER POND.
5. INSTALL STORMWATER COLLECTION SYSTEM (PERMANENT SWALE, CATCH BASINS AND STORM DRAINS)
WITH BLOCK AND GRAVEL INLET PROTECTION.
6. CONSTRUCT BUILDING FOUNDATIONS.
7. FINAL GRADE ROADS, STABILIZE WITH STONE AND ASPHALT. FINAL GRADE BOAT & RV PARKING, STABILIZE
WITH GRAVEL.
8. IMMEDIATELY AFTER FINAL GRADING, ALL DISTURBED AREAS ARE TO BE SEEDED
AND MULCHED AS NOTED IN THE SEEDING SCHEDULE.
9. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED,
OR PERMANENT GROUND COVER IS PROVIDED.
10. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM. IF LESS THAN DESIGN DEPTH,
EXCAVATE TO DESIGN DEPTH.
x 34.94 9'46' E
�/_309.72
SCALE: 1 " = 40'
0 40 80 160
Revisions
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Date: AUG 14. 2006
Scale: V = 40'
Drawn By: BSH
Checked By: DHB /DBB / EMN _
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WTHOUT AFFIXED
CORPORATE SEAL.
C3
ECEC PROJECT NO. 0696

EDGE OF PAVEMENT
OR OBSTRUCTION
ti5
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
/n
u
71, 7/8" DIA. HOLES
n I
" 5" MIN.
I.
3/4' REINFORCING BAR S '
IMBEDDED /8" INTO SUBGRADE. 3/q•,
�!+ i 2 x4 BARS
CONTINUOUS
J'S
II
yv
u
CONCRETE WHEELSTOP DETAIL
NOT TO SCALE
1-2 ASPHALT OR EQUIVALENT
COMPACTED SUBGRADE (95 % MODIFIED PROCTOR)
_6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED
PROCTOR)
PAVEMENT SECTION
NOT TO SCALE
V-6" x IA' x 0.090 STD. ALUM.
HANDICAPPED PARKING SIGN O _
TO READ'HESERVED PARKING" T
RESERVED WITH IDENBFICATION SYMBOL
PARKING BOLT TO WD. POST W(33/B" CADMKIMI
PLATED NUTS, BOLTS AND WASHERS.
aD ® 9' x 1'-0' x 0.000 STD ALUM. SIGN
TO READ NAN ACCESSIBLE".
BOLT TO WD. POST WITH 318' CADMIUM
ND PLATED NUTS, BOLTS AWASHERS.
9' x P-0' x 0.080 STD ALUM. SIGN �
- ' 12" TO READ 'MAXIMUM PENALTY$100".COLORS -
BOLT TO WD. POST WITH IT CADMIUM m
LEGEND AND BORDER -GREEN PLATED NUTS, BOLTS AND WASHERS.
WHITE SYMBOL ON SINE BACKGROUND TREATED WOOD 4" X 4'
BACKGROUND- WHITE FINISHED
I-10R Or 1-M"R GRADE
(TYP.) ITYP.)
3/S
Ef
3J8"(TYP)(TYP) 1
12" L_ 12° III -III -I I III -III -I I- z
LEGEND AND BUND. OR GREEN LEGEND AND BORDER- GREEN m
I —III -III I -I I —I —III: g
6ACKNZD-WHITE BACKGROWHITE -III—III-II III=III—III=
-1 I I -III- ICI I -
' i I
' —III—III—III—I I'
TYPICAL HANDICAP SIGN DETAIL
NOT TO SCALE
B
SEAL WATER -TIGHT BETWEEN
PRECAST CONCRETE /- PIPE AND CATCH BASIN
Cl� Q
C I �„� I
�_
L► B
PLAN VIEW
PIPE DIA.
TYPICAL
FLARI
SI
ISOMETRIC VIEW
NOTES
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La IS THE LENGTH OF THE APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER,
BUT NOT LESS THAN 6"
3, A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIP -RAP AND SOIL
FOUNDATION.
I FABRIC
PLAN VIEW. V SECTION A -A
OUTLET PROTECTION
do = PIPE DIA
La = APRON LENGTH
W = APRON WIDTH
d = APRON DEPTH
OUTLET PROTECTION (FLARED
END SECTION)
NOT TO SCALE
MANHOLE FRAME AND GRATE
(SEE STORM DRAIN STRUCTURE TABLE) TRASH GUARD
AS REQUIRED --►1
na REBAR a" ac
PERMANENT POOL .� 6" >,
ELEV = 31.0 1 " I g•
6"MIM
2" SCH. 00 PVC ORIFICE f-
2 - TEES WITH SEALED PLUGS THROAT ELEV. OR
TEMPORARY POOL AS REQUIRED
ELEV. = 32.4
6" 24"HDPE AS
REQUIRED
AS REQUIRED
24" HDPE
4" SCH. 80 PVC INVERT FILL TO INVERT
SEALED PLUG L v. 2sa > xn,_..• <�+. WITH CONCRETE
= .- r�---; � �.�
;r -
FILLTOINVERT
WITH CONCRETE v�`rycc-
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A SECTION B-B
STORMWATER POND OUTLET STRUCTURE
NOT TO SCALE
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, AND TOP OF GRATE ELEIATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET
3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER -TIGHT BETWEEN PIPE AND CATCH BASIN.
C THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET STRUM UiE OR BY
MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
NOTE: LINE SWALE WITH EXCELSIOR
MATTING UNTIL PERMANENT VEGETATION
IS ESTABLISHED.
FLAT SLAB TOP SHALL BE PROVIDED AN
REINFORCED AS REQ'D TO SUPPORT FR
AND GRATE UNDER H-20 TRAFFIC LOAD]
3RIC
ESTABLISH VIGOROUS PERMANENT
VEGETATIVE GROWTH ON SLOPE, BANKS
AND CHANNEL (SEE "EROSION CONTROL
NOTES" AND SCHEDULE)
FRAME AND GRATE
FOR MINIMUM
AFFIC LOADING
PLAN VIEW
_ AS REQUf RED TO ACCOMMODATE
STORM DRAINS AND INLET FRAMES
PRECAST CONCRETE
BOX RATED FOR MIN.
H-20 TRAFFIC LOADING
12" #57
I'.'::.': COMPACTED STONE ..'..'.'..'..'
iuuovvavvvvvvvvvvvvvvo v[ ioouvvvvvvvvvvvvvvvv
omovvvvvvvDevvvvevvvvevvvvvavDvvvvvvvuvvvc
vvvvvvVvvvvvvvuvvvvvvvc rvvvvevavvveavvavvvvvvvvvvvvvvvvvvD
vvDDvvvevuvvavvDe[ Dv
WMW
vDvvvvvww
SECTION B-B UNDISTURBED SOIL SECTION A -A
NOTES:
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF GRATE ELEVATIONS.
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE
TO CATCH BASIN.
CATCH BASIN
5'
5 7 840 ,. \ S`OpE
-III—III—III—I � II 11L—
I
TRAPEZOIDAL GRASS SWALE
NOT TO SCALE
NOT TO SCALE
PULL SLOPES BACK TO
BLEND INTO EXISTING
TERRAIN, TYP.
V
6"
WETLAND PLANTS
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
NOTES
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PfCKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY ALIENS
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE. MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL
OTHER SPECIES.
SOFT RUSH
CONDITIONS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZANIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE NATURAL
RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
WETLAND SPECIES TABLE
3' MIN
FREEBOARD ELEV = 34.00'
CONTRACTOR TO
PROVIDE BERMUDA
SOD (TYP)
ELEV =
Y
TP = 32.40'
3'
10' PP = 31.00'
6 6:1 bEGETATIVE SHELF
2" ORIFICE
ti ELEV = 29.33' (SEE OUTLET
DETAIL)
c�?
CLGV =L4.OU \ /
NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
STORMWATER POND CROSS-SECTION
NOT TO SCALE
�3:1 TO EXIST
GROUND
STORMWATER POND OUTLET
(SEE DETAIL)
6:1 VEGETATIVE SHELF
24" DISCHARGE PIPE
INV = 29.80
OVERFLOW WEIR
ELEV. = 116.3
I uiD ..nTu ni .D .n ..., TIC Tn TnD nc Dnun
TIE TO TOP OF POND
APPROXIMATE ELEV. - 34.00
OVERFLOW WEIR
ELEV. = 33.00
TP ELEV. = 32.40
MIN 3:1
SLOPE
IJIL\►\71a9'I
SLOPE
1 3'
•.nr
MIN 3:1
SLOPE
10' OF NCDOT C
RIP RAP
- VEGETATIVE 6:1 SLOPE
SECTION A -A' PROFILE OF SPILLWAY
1 10, I
12"
TIE TO TOP OF POND
APPROXIMATE ELEV. = 34.00
MIN 3:1
SLOPE
OVERFLOW WEIR
ELEV. = 33.00
SECTION B-B' PROFILE OF SPILLWAY
POND EMERGENCY SPILLWAY
NOT TO SCALE
N79•461081W
650,00,
GO�w/
4'Ic
.4 2'
i �
X(3.00 N6J29! „ tiR'w% sS�o 9N�6
4.07,6 k'
t�
1 �
OO N
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b0'
N
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$tie n8 n� o0
I0 To.
b
8p �,
� h
N
Ai
O .p
S6329,
10qp E
ti
L=3 t ADO
R=20'
PERMANENT POOL POND DIMENSIONS
NOT TO SCALE
Revisions
9/5/06 - Revised pond
forebay depth (per NCDENR)
and modified Permanent Pool
Dimensions Detail / Revised
Pond Outlet Structure Detail
(per NCDENR)
00
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Date: AUG 14. 2006
Scale: 1" = 40'
Drawn By: JTP / BSH
Checked By:
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
m
kg shall not be reeppr ce m
part without written permission
st Engineering Company, P.A.
C PROJECT N0. 0696

1
Revisions
PLACE CONCRETE BLOCKS TWO
1/2" MESH WIRE COURSES HIGH AROUND INLET
PLACE ONE BLOCK OPEN ON EACH
SIDE OF INLET
SECTION VIEW
A. BURY THE TOP END OF THE EXCELSIOR STRIPS
!`- IN A TRENCH 41NCHES OR MORE IN DEPTH.
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING,
41NCHES DOWN FROM TRENCH.
F. PLACE STAPLES MAXIMUM T APART
THROUGHOUT EXCELSIOR MATTING
IN A DIAMOND PATTERN TO KEEP
MATTING FIRMLY IN CONTACT w/SOIL.
C. OVERLAP - BURY UPPER END OF LOWER
STRIP AS IN "A' AND "B'. OVERLAP END OF
OP STRIP 4 INCHES AND STAPLE
6" MIN.
COMPACTED
CO
FILL OVER 0
C/3
0
SKIRT' w
o
0
w
Q
�3
N
t7
D. EROSION STOP - FOLD OF EXCELSIOR BURIED
IN SLIT TRENCH AND TAMPED, DOUBLE ROW
OF STAPLES.
EXCELSIOR MATTING
NOT TO SCALE
STEEL OR WOOD POST
WOVEN WIRE FENCING AS REQUIRED
SILT FILTER FABRIC
ANCHOR FABRIC SKIRT w/ MIN. 4" LONG
WIRE STAPLES @ 12" O.C.
'FOR REPAIR OF SILT FENCE FAILURES,
USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL.
CIMC \IIC\A/
FRONT VIEW
#57 CLEAN W
TYPICAL STAPLES
#6 GAUGE WIRE
�o
1.5"
N. 10 GA.
)P WIRE
PLAN VIEW
BLOCK & GRAVEL INLET
PROTECTION
NOT TO SCALE
PLAN VIEW
MIN. 12-1/2 GA. 6" DIVERSION TO DIRECT RUNOFF FROM R/W
INTERMEDIATE WIRES
AIN. 10 GA. SECTION VIEW
30TTOM WIRE
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARYTO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND U IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTN Al16 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 112" LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED 8'.
TEMPORARY SILT FENCE
NOT TO SCALE
TEMPORARY CONSTRUCTION
ENTRANCE
NOT TO SCALE
SILT FENCE STONE OUTLET
NOT TO SCALE
'E
EROSION CONTROL GENERAL NOTES
THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR EROSION CONTROL
MEASURES. GRAVEL CHECK DAMS WILL BE LOCATED AT THE END OF EACH VEGETATED SWALE, SILT
FENCE IS LOCATED AROUND THE PERIMETER OF THE SITE AS NOTED ON THE PLANS. THE RUNOFF WILL
BE DIRECTED TO THE TEMPORARY DIVERSION SWALES AND TO THE SEDIMENT CONTROL BASINS IF
DESIGNED AND INSTALLED DURING CONSTRUCTION. A GRAVEL CONSTRUCTION ENTRANCE WILL BE
CONSTRUCTED AT LOCATIONS INDICATED ON THE PLANS. THE GRADING CONTRACTOR WILL PROVIDE
THE MAINTENANCE FOR THE EROSION CONTROL MEASURES.
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE
SHORTEST FEASIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 15 DAYS FOR
SLOPES AND 30 DAYS FOR ALL OTHER AREAS.
4. AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT MEASURES HAVE BEEN
INSTALLED, AND FINAL APPROVAL IS RECEIVED FROM THE LAND QUALITY SECTION, THE TEMPORARY
MEASURES MAY BE REMOVED.
5. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE
SUCCESS IN CONTROLLING EROSION OF SOILS TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE
EROSION IS TAKING PLACE, THE OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE
SITUATION.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL
BE STABILIZED BY A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED
ON THE TYPE SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE THE METHODS AND SCHEDULES SHOWN BELOW;
HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO
SITE SPECIFIC CONDITIONS.
a. CULTIVATE AREA TO A DEPTH OF 5 INCHES.
b. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
c. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS. PER ACRE.
d. SOW GRASS SEEDS AT THE FOLLOWING RATES PER ACRE.
DRY SOILS (APRIL-SEPTEMBER
BERMU DAGRASS..................30
lbs.
CE NTI PE DEG RASS...............10
Ibs.
BAHIAGRASS .........................30
Ibs.
KOBE LESPEDEZA.................20
Ibs.
ANNUAL RYEGRASS OR
GERMAN MILLET....................25
Ibs.
WET SOILS (APRIL-SEPTEMBER
B E R M U DA G RAS S..................25
Ibs.
BAHIAGRASS .........................25
lbs.
CA RP ETG RASS......................25
Ibs.
ANNUAL RYEGRASS or
GERMAN MILLET...................25
Ibs.
e. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS. PER ACRE SHOULD PROVIDE 75%COVER.
COVER IN EXCESS OF 75% COULD REDUCE PROPER PLANT GROWTH AFTER SEED GERMINATION.
I. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS
PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY GRASS COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER-APRIL)
ANNUAL RYEGRASS.............50 Ibs.
TALL FESCUE ........................50 Ibs.
SUMMER (MAY -AUGUST)
GERMAN MILLET..................50 Ibs.
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED; HOWEVER, MULCH USED ALONE SHALL BE
FOR THE SHORTEST TIME PRACTICAL. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL
BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
00
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Date: AUG 14. 2006
Scale: 1" = 40'
Drawn By: BSH
Checked By: D. BB / EMl
THIS PLAN IS NOT ISSUED FOR
:ONSTRUCTION WTHOUT AFFIXED
CORPORATE SEAL.
in
of East
C5
ECEC PROJECT NO. 0696