SW7090906_APPROVED PLANS_20091015

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOGTYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
T
YYYYMMDD

SITE DATA
TOTAL AREA... .................................
1.181 ACRES
ZONING CLASSIFICATION ..........................
B-3, RA-20
BUILDING AREA ...................................
9,014 S.F.
BUILDING HEIGHT(ONE STORY) ..........................
<20'
% OF BUILDING LOT COVERAGE .........................18.5%
IMPERVIOUS WALKS, PATIOS, ETC....................1,.682
S.F.
IMPERVIOUS PARKING AREA ........................18,168
S.F.
TOTAL IMPERVIOUS AREA. ........................
28,864 S.F.
NO. OF PARKING SPACES REQUIRED .......................
34
NO. OF PARKING SPACES PROVIDED ........................35
NO. OF HC SPACES REQUIRED ..............................
NO. OF HC SPACES PROVIDED ..............................
SIC.....................................................
III
1/,
1 /7
GENERAL NOTES
1. NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
2. EROSION CONTROL PLAN IS REQUIRED.
3. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD FIAZARDOUS
AREA AS DETERMINED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. ZONE X, REF: FIRM 3720567600J,
DATED: MAY 15, 2003. BFE = 10.07
4. SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF
WASHINGTON.
S. WATER SERVICE TO BE PROVIDED BY THE CITY OF WASHINGTON.
6. ALL UTILITIES WILL BE UNDERGROUND.
7. PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN.
8. WATER & SEWER SERVICES TO BE SCHEDULE 40 PVC.
9. CONTRACTOR TO NOTIFY ULOCO 48 HOURS PRIOR TO
CONSTRUCTION.(1-800-632-4949)
10. ALL ELEVATIONS ARE RELATIVE TO NGVD 1929.
11. REFERENCE: DEED BOOK 1607, PAGE 319, DEED BOOK 1103, PAGE 876
OF THE BEAUFORT COUNTY REGISTRY.
12. NO FIELD SURVEY HAS BEEN PERFORMED BY BALDWIN & JANOWSIJ, PA
IN THE PRODUCTION OF THIS MAP.
ALL SURVEY DATA WAS TAKEN FROM MAP ENTITLED "SITE PLAN FOR DOLLAR GENERAL"
HOOD•, N PA DATED APRIL 23. 2009.
®,> IT40 SITL
24" CURB & GUTTER
(STANDARD FACE)
(N.T.S.)
SPILL 240 CURB & GUTTER
(N.T.S.)
18" PAD
8" RAD
POINT OF DESIGN ELEVATION
Y 4' CONSTRUCTION
TOP OF CURB JOINT
---
7FRONT
CUREBOGE
----------------
- W LINE
STANDARD CURB AND GUTTER
TYPICAL CURB & GUTTER END SECTION
N.T.S.
SLOPE 1/4"/FI.- 3000 PSI CONCRETE
VAR[ _2' 2" S-9.5A ASPHALT
:g.
12" 4
5" CABC
PARKING LOT DETAIL
X9.3
-S
MARILYN W. MOORE &
LAWRENCE S. MOORE X9.7
DB 1067, PG 621
I9.4 4.4
4.2
x9.9
�I
I
I
I
I 6
I
i I
I
X 4.19.1
X 4.5
5-41
Xas
x4.5
/
X9 0
/ / / �10.0 0 3
5.3x •_ I J
5.ox / / / 1D 3
z
8.7,�"
io
S 2W48 Is. E /1 50'
6' BUFFERYARD I "B"t_ F /- e= - -
FNAC CONIC, PAD $ B')( .GONG
33.d 20' MBL - Dll PSTER P
P
Xt o.3 1UNLOADIO�O CONIC.
AD
II
11
I � �
DOU/AR GENERAL STORE
75X RETAIL
I / 257E STORAGE
o /
/ c
a
/ N °m 1 11.0
C--'� I - O x
- 0I W X10.5 ai 385'
LAWRENCE S. MOORE �'' 8-3'� / a x t°
DB 469. PG 140
JJ o �I IL tFl
J
z 33.0• oi�
• :3 6 °� 9' CON 4 WALK RAMP AaC SIGN
/ • ( 3 0 ( I BOLLARD ('IYP)a
Z
/ • Ras' ad ad &o' WR-20' -In
10 PARKING SPACES 50' MBL i R-4'
x10.3 o c o
a X10.9 g;pm K M ISLE10.7X STOP �)
10.7
Rl' 15 PARKING SPACES X11.1. R-5'R-W X
X10.7
X9.a
RAWLS & ASSOCIATES
DB 1067, PG 621
N 28'48'58" W 711
X10.0 9.71 9.5 L --
--_ - /
X9.2
X9.0
S 28'48'58"
50.00,
.9.4
CURB
SECT. A -A
I II 1 N
II I
I I
I 2'-0'
100
I ( YEAR
FLOOD ZONE
FIRM 7276
DATED MAY 20003
FEd10
Izll ! -
II I� /
II /
I
X10.3 I I
II III �
I10.5
i I I I EX�NG BUIL ING
II I
II �I I
I II II I
I I
I
o
rc
13.0
j111.2
-
m 1 SIDEWALK
it BUJ
Q8-3�
GLASS PROPERTIES, LLC
DB 1295, PG 568
EX. TREE (TYP) e �) ftr
EXISTING 30' INGRESS, EGRESS EASEMENT
°i to . I(DB 954, PG /035)
OVERHEAD UTILTIIES pr F1i (EMO E) REM E) UREMLI
-o-o-e• p q 4 4 6'�BUF ARD
s-s-SS�-S-S SS n 8'48'S8"W 194.50".S s �s s -Ss \� s555
W E SEWERUNE1o.s W IX_16'WWATERLINE� W T- W W W W N* W W
- 1 - - - - - -INV. 3.9- "1i.2- - - - - - 11.t / G - - - - - - - - - - \
O'X70' IgHT WIPE DOWN EX. DI - - - - - - -
BENCHMARK �01 ANCE'STRUNGLE HEAD OF CURB
EPKN IN POWER POLE
ELEV. 12.1
• \ (NGVD 1929)
USL HWY 264 (FIFTH STREET)
\ \ (1 DO- R/W 69' B/B PUBLIC)
100,
ASPHALT PARKING LOT
HANDICAPPED RAMP DETAL
(NOT TO SCALE)
SHEET INDEX
SHEET 1 OF 3 - SITE & STAKING PLAN
SHEET 2 OF 3 - GRADING, PAVING & UTILITIES PLAN
SHEET 3 OF 3 - REQUIRED SITE VEGETATION PLAN
20• -.0"
.g SITE
-BUFFER FENCE
I I 7 IN FIBER EXPANSION
e J JOINT MATERIAL
�1
.
;.�;
m
8' CONCRETE
' PAD
N
I
"' •;
.9
.• r�•••.••a.�••..
tO
ro • •
CIARKS NEOK RD
3000 PSI
CONTAINER PAD MUST BE FLUSH WITH
3000 PSI COMPACTED SUBGRADE CONCRETE
•�
PARKING LOT PAVEMENT.
CONCRETE
6"
APS
I SECTION A -A
�a
O
6. POINT OF DESIGN ELEVATION
K,
TOP OF CURB
PAVED PARKING LOT
-
FRONT EDGE
PLAN VIEW
GF CURB
VICINITY MAP
6" CONCRETE PAD
LEGEND
HEADER CURB END SECTION
BE & WITH WHEN PARKING
ABS
�IENE-STYRENE
FO CURB GUTTER AT DUM PSTER LOCATION)
=
BOTTOMNOFI BANK
N.T.S.
B/B =
BACK OF CURB TO BACK OF CURB
DUMPSTER PAD DETAIL BC =BACK CURB
BFE = BASE FL FLOOD ELEVATION
BLD = BUILDING CORNER
BM = BENCH MARK
BO = BLOW OFF
CAN = CABLE TELEVISION BOX
CB = CATCH BASIN
CI = CAST IRON
CLD - CENTERLINE DITCH
CLP = CENTERUNE PATH
CUR - CENTERUNE ROAD
CMP = CORRUGATED METAL PIPE
CO - CLEAN OUT
CPP - CORRUGATED PLASTIC PIPE
DI = DROP INLET
DIP - DUCTILE IRON PIPE
DW - DRIVEWAY
EIA = EXISTING IRON AXLE
EIP = EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
ELM - ELECTRIC METER BOX
ELMH= ELECTRIC MANHOLE
EP - EDGE OF PAVEMENT
EPKN= EXISTING PARKER KALON NAIL
ERRS = EXISTING RAILROAD SPIKE
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH - FIRE HYDRANT
FM = FORCE MAIN
FO = FIBER OPTIC
GV = GATE VALVE
GYE = GYE WIRE
INV - INVERT
JB - JUNCTION BOX
LP = LIGHT POLE
MB = MAIL BOX
MBL = MINIMUM BUILDING LINE
MH = MANHOLE
24" 24• MHW = MEAN HIGH WATER
ry 6. MP = METAL PIPE
PH =PUMP HOUSE
PP = POWER POLE
•a''• ' ' : PVC - POLYVINYL CHLORIDE
• �'' RCP = REINFORCED CONCRETE PIPE
RAW =RIGHT-OF-WAY
a SDMH= STORM DRAINAGE MANHOLE
ON C 5 ITT 8C 3" SIP = SET IRON PIPE
ON CHAIRS SPKN= SET PARKER KALON NAIL
SRRS= SET RAILROAD SPIKE
SS = SEWER SERVICE
SSMH= MANHOLE
j-16'�18' SW =SIDEWALK
B. TB =TOP OF BANK (TOPO ONLY)
TLMH = TELEPHONE MH
• •;;4 •. a "•.. '•. TPED= TELEPHONE PEDESTAL
TRANS- ELECTRICAL TRANSFORMER
VC = VITROUS CLAY
VG = VALLEY GUTTER
#5 REBAR 6' OC � WDL = WOODSUNE
ON CHAIRS 3' WM - WATER METER BOX
WP = WETLAND POINT
WV = WATER VALVE
NTS = NOT TO SCALE
-N- - NOT TO SCALE
® - CLASS "B" STONE APRON
- CONSTRUCTION ENTRANCE/EXIT
= LIMITS OF CONSTRUCTION
® = DRAINAGE EASEMENT
®= RIPARIAN BUFFER
®= SIGHT TRIANGLE
®= SIGN EASEMENT
= CONCRETE LINED DITCH
CD = ZONING CLASSIFICATION
PROVIDE EXPANSION JOINT
12"_
AT MID -LENGTH
I"t
tW)TVJRMtfATE
VALLEY GUTTER DETAIL
°i ACC BLE
(N.T.S.)
APPROJt:D
.4IN' cNVIR N`LA�
VANAGEMEhT 'OMMI . -N
RESE
PARKING
C71
le,
5W�D9}OL
EXPRESS
® REVISED:
08/27/09 (NCDENR COMMENTS)(JJB)
01 PENALTY
ADD No WenAND rare (113)
`"F 16 zoos
3d 15' 0 3d eo' 90'
��
GRMHIC scN.E.
I'WNC_.DENR
PER G.S. 20 37.6
SHEET 1
OF 3
SITE &
STAKING PLAN
PIN #15017787
PROVIDE '1/AN ACCESSIBLE"
SIGN AT ONE SPACE AS SHOWN
ON THE SITE PLAN
J��lnulArup�Y7
ooR.o 's s j`64�i�4�
DOLLAR GENERAL
MOUNT SIGN ON GALVANIZED 3" C-CHANNEL IRON.
=a` 0yo2'$
v
-°��
SET 3' BELOW GRADE
= SEAL--
=
-
REFERENCE: DEED BOOK 939, PAGE 479 AND
A
t-soBz
PORTION OF THE PROPERTY DESCRIBED IN MB
18
TYPICAL
HANDICAP PARKING SIGN
y wtip �y�`o a
PAGE 71 OF THE BEAUFORT COUNTY REGISTRY
p Fnymu, *4 1'0
iCITY OF WASHINGTON, WASHINGTON TOWNSHIP, BEAUFORT COUNTY, N.C.
q7Y �p1ii11g ���`•
OWNER: MALONE, LLC
ADDRESS:10220 WEST BROAD STREET
BEFORE YOU DIG..... GLEN ALLEN, VA. 23060
" Cr A" cm-w a4ti, Inc, PHONE: [phone]
Call 48 Hours Before You Dig!
1-800-632-4949 Baldw C-1 DESIGNED: MWB APPROVED: MWB
CLOSURE CHECK BOUNDARY jano I�I A DRAWN: JJB DATE: 08/03/2009
FNIG - SURVEYWG - PLANNING
CHECKED: ADATE: OB 03 2009 1015 CONFERENCE DRIVE
/ / // GREQI IV NC 27856 2527561390 CHECKED: MWB SCALE: 1" = 30'
FI N/A, 7 N/A CAD FILE: 09-073 DOLLAR GENERAL\SRE\DG SITE 8-5-09
C&G FILE. N/A
^, 1 II �I IIi1 1 t� •II 1 �.�
1 :

Q.ijT D# ON 'PLANT
VEGETATED SHELF
POND SURFACE AREA - 3.371 SF.A
%p-16'W_ LAyD SURFACE � 1,208 SF
l0 8 ABm+t: PERM POOL
ACORUS CALAMUS (SWEET FLAG)
PELTANDRA VIRGINICA (ARROW ARUM)
SAGiTfARIA LATIFOLIA (DUCK POTATO)
SCHOEMOPLECTUS TABERNAEMONTANI (SOFTISTEM BULRUSH)
ZIZANIOPSIS MIUACEA (WATER MILLET)
TOTAL NUMBER OF PLANTS
CONTAINER
SIZI.
SPACING
# OF PLANTS
X OF TOTAL
4';,
24" OC
60
20%
4;;
24" OC
60
20%
4"'
24" OC
60
20%
4"
24" OC
60
20%
4'1
24" OC
60
20X
300
,9.3
4.4
I9.44
4.2
II
11
I•
x
I
18.9
I
ZONE AE
LIMITS OF CONSTRUCTION " ►
X
FENCE (lYP) X - X X I �s
` x
.lo . o ... 9.5 L5 - - - - - -
M l 9.7 f- -
E W II
I
® A I I PHIS PROJECT DOES NOT C014iA%d -ANY I I ,9 6
"AMSURFACE EA 1.048 SF C0117AINER
PERM POOL SIZI_ SPACING # OF PLANTS X OF TOTAL I I
HELIANTHUS ANGUSTIFOLIUS (SWAMP SUNFLOWER) 4"s 24" OC 52 20% x9.4
HISBISCUS COCCINEUS (SCARLET ROSE MALLOW) 4"s 24" OC 52 20% I UI
CHELONE GLABRA (WHITE TURTLEHEAD) 4's 24' OC 52 20X I1
LOBELIA CARDINALIS (CARDINAL FLOWER) 4"s 24" OC 52 20% x97
J
IMPATIENTS CAPENSUS (TOUCH-ME-NOT) 4"s 24" OC 52 20% : x41 91 �z LASS xN
TOTAL NUMBER OF PLANTS 260 8.71 x45 .9.0 SS E EPTHAPRON
Q 6 TONS x
ADD 1 TREE FOR EVERY 3000 SF OF SHALLOW LAND SURFACE AREA, FINAL TREE PLACEMENT SHOWN ON PLANS. 1 NOTE: PROVIDE A GROUND COVER (TEMPORARY OR 24LF 15' RCP
CARPINUS CAROUNIANA (MUSCLEWOOD), BETULA NIGRA (RIVER BIRCH), NYSSA BIFLIM (SWAMP SLACKGUM) PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR 8.; 00.68X W/FES
ARE SUABLE TREES TO USE DAYS FOLLOWING COMPLETION OF ANY PHASE OF x4.5
GRADING; AND A PERMANENT GROUND COVER FOR ALL x4.5
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
USE 1 TREE / 9.6
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING / ,/ x /
A PERIOD FOR PLANTING IS FALL AND WINTER, WITH SOME EXCEPTIONS. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 85 �
p PLANTS SHOULD NOT BE PLANTED IN THE WINTER.
LD BE PURCHASED FROM A LOCAL SOURCE TO ENSURE SURVIVABILR'I.
3:1 VEGETATED SIDE SLOPE/EMBANKMENT ABOVE VEGETATED SHELF
- '11 LfckD;TIIb06y SHRUBS ARE NOT TO BE PLANTED ON -THE POND EMBANKMENT.
- GRASS SEED SHALL BE APPLIED AT THE RATES SPECIFIED IN THE SEEDING AND MULCHING SCHEDULE IF /
PLANT ESTABLISHMENT CANNOT BE ACHIEVED WITH SEEDING BY THE TIME OF SUBSTANTIAL COMPLETION OF
THE STORMWATER FACILITY PORTION OF THE PROJECT, THEN THE CONTRACTOR SHALL PLANT THE AREA WITH /
WILDFLOWER SOD, PLUGS, CONTAINER PLANTS OR THERE MEANS TO COMPLEN THE SPECIFIED PLANTINGS
AND PROTECT AGAINST EROSION BEFORE WATER IS ALLOWED TO INTER THE :ITORMWATER BMP FACILITY. / / ' xs.o /•
SOIL MMIA SPECIFICATIONS
- ALL LANDSCAPE PLANTS, INCLUDING GRASS, SHALL BE PLANTED IN GOD TOF501L THE TOPSOIL STOCKPILE
LOCATION IS SPECIFIED ON THE PLANS. 5.3x / /•
5.Ox
WARRANTY REQUIREMENT FOR PLANT SURVIVAL,/REPLACEMENT 7
OF THE FIRST YEAR AND AGAISHALL HAVE A TWO N AT THE END OWARRANTY FTHEIOD FTWO--YEAR WARRANTY OR PLANT SURVIVAL PERIOD, ALL EDPLANTS THAT DOENT. AT THE D
NOT SURVIVE MUST BE REPLACED. / I /
ZONE AE x9.2
A MAINTENANCE PLAN LIMaS OF CO oN SILLFENCE (1YP)
INSPECTION ACTIVRIE S FREQUENCY
-INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH, DRAINAGE AFTER CONSTRUCTION
SYS" FUNCTIONING, AND STRUCTURAL DAMAGE
-INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION, SEMI-ANNUAL INSPECTION I '-•' '3 ' -
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT; THE CONDITION OF THE RIPRAP IN THE INLET,
OUTLET, AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE BASIN; CLOGGING OF DUTET; x jall X1o3 { I 1
AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE SLOPES AND FIAOFL - '
CORRECT OBSERVED PROBLEMS AS NECESSARY. I I .4;E
-INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS ANNUAL INSPECTION
NECESSARY. I r to
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE. Yjj I :M
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBAY.
-E7CAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
OPERATIONAL I /
Ifi
• 1�
MAINTENANCE ACTIVITIESFREQUENCY
-IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE ONE-TIME FIFE 13•50 - 1
VEGEEATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
-NO PORTION OF THE WET DETENTION POND SHOULD BE FERTIUZED AFTER THE FIRST INITIA
FERTILIZATIONTHATIS REQUIRED TO ESTABLESH THE PLANTS ON THE VEGETATED SHED'. 1
tt 1 �ru. 11 0
-STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE: AS NEEDED MAINTENANCE t
SEDIMENT LOAD TO THE WET DETENTION BASIN. >w
-IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, 'NE I / / x10.5 i ,o.s w
x
FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO TEE x9.8 to.8 c�'i
MAXIMUM EXTENT POSSIBLE kk i
-REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED. /r V_ fJ
-WHERE PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, I /• / �", �.
SiOCK REGULARLY WITH MOSQUITO FISH (GAMBUSIA SPP.) TO ENHANCE NATURAL MOSQUITO • ` , v ` TP rn
AND MIDGE CONTROL
-CLF1J•1 AND REMOVE DEBRIS FROM INLET AND OUTI.ET STRUCTURES.FREQUENT (3-4 TIMES/YEAR) MAINTENANCE Z
xtt.s
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. / 1 p
-REMOVE LITTER AND DEBRIS FROM BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET
STRUCTURES, AND VALVES AS REQUIRED. Li Tyr
-REMOVE NUISANCE PLANT SPECIES. y1�nL 13,21 1 1 a
-SUPPLEMENT VEGETATED SHELF PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED. ANNUAL MAINTENANCE I C iEi
-REMOVE NUISANCE PLANT SPECIES. (IF NEEDED) 7 z
-CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WET DETENTION POND. 5 TO 7 YEAR MAINTENANCE 7p � m � � n
-MONITOR SEDIMENT ACCUMULATIONS, AND REMVVE SEDIMENT WHEN THE ACCUMULATED AS NEEDED MAINTENANCE 1z•71 i ti
....':.
SEDIMENT VOLUME EXCEEDS SEDIMENT REMOVAL ELEVATION AS NOTED IN THE MAINTEWdNCE (20 TO 50 YEARS) x10.3
AGREEMENT. 10.7
0. x 7
:,SEEDIlG AND MULCHING SCHEDULE PER ACRE I I ;2.71 /'10.7 x,,, 1
AND THE RATES OF APPLICATION I x GRAVEL COT
6' MAX. WRH WIRE -
s' MAX. WITHOUT WIRE
MIDDLE AND V
STEEL POST SHALLBE 12
TOP AND BOTTOM STRAND -
SHALL BE 10 GAGE MINIMUM
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 V-0" IN
HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE
100 DATED MAY 150NE 7600ALED
FROM FIRM 3720567600 J
2003
BFIE = 1 ti.1
II - I -
II
II II
II ,II
680I(
I II •/
Itos
EXISTING BUILDING
FFEA= 13.0
3�71
I I 5T�
c
I
ZONE X
cm
1.5LF 36'
PLUME 04.35XI
�J
1
II II �
2X MAX WME.
HC PARIGNG GRADE DETAIL
�IY 1IL - - -
P_LIYG_LOND ;I �---------
THE KINDS OF SEED AND FERTILIZER,
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
,
EX.
TREE (TYP)
/
n
.t ENTRANCE/EXR
O
I
EXISTING 30' INGRESS, EGRESS EASEMENT
(DB 954, PG 1035)
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
OVERHEAD uTIUITES
a• Fli
12Jt
o.e
�yI
TCH
USED SHALL BE DETERMINED BY THE ENGINEER.
-4 b-9
es*
=H=
LIME ..................................... . .2 TONS/AC
s- s- s s -� s-
s
S s S
s S s S-
S S
s
s- S
s \ s S- s s-
10-10-20..................................1,000 LBS/AC
W EI� SEWERLJ4E W
yY W
IX' H ITT FENCE (1YP}- W
W
W W
W W W-
�
0-20-0.....................................500 LBS/AC
_ _ _ _ _ _ _ o.s _
-x
_EX. 16_WATERLIN
- -
�y -� G -
- - - - -
- - -
STRAW MULCH . .................. .2 TONS/AC (AFTER SEEDING)
-
- - - t.105 OF
IX. DI
- - - - - - - -
ASPHALT TACK ............. .........200 GAL/TON OF MULCH
&BENCHMARK
pp X7oo, BK;HT
�ISTANCE TRIANGLE
JANUARY 1-DECEMBER 31
\
EPKN IN POWER POLE
ELEV.12.1
PLROPOSED 3 4" WATER METER AND
/
50 TALL FESCUE
(NGVD 1929)
tyXJA�NN
$E �pN F
/
10 CENTIPEDE
\
p1DNT 0
1 O# BERMUDA GRASS
\ '
• - . - .
e�/
500# FERTILIZER
_ -
- •
\
/
4000# LIMESTONE
US HWY 264
(FIFTH STREET)
4YYN
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOQkMONS:
ZONE AE
(100' R/W 69'
B/B PUBLIC)
JANUARY 1-DECEMBER 31
\
75 TALL FESCUE
10 BERMUDA GRASS
500# FERTILIZER
4000# LIMESTONE
/ .
\
/
2-3"
COARSE AGGREGATE
/rye•
TEMPORARY SEEDING
"COOL SEASON' PLANTED BETWEEN 15 AUGUST AND 15 APRIL-
\
/
® CONSTRUCTION ENTRANCE/EXIT DETAIL
120# RYE GRAIN (NO RYE GRASS)
•
"WARM SEASON' PLANTED BETWEEN 15 APRIL AND 15 AUGUST
ZONE X
65# GERMAN BROWN TOP OR FOX TAIL MILLET
ZONE X
CLASS OR _11-
mp
N CONTROL
FILTER FABRIC!
FILTER F1
FILTER FABRIC
COMPACTED F
SILT FENCE DETAIL
CROSS SECTION
OR WIRE TIES
NATURAL GROUND
EXTENSION OF FABRIC AND
WIRE INTO FABRIC
24" MAX.
AT CENTER
CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN
CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND
ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, NCDENR
EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP
SOIL AND STOCKPILE AS NEEDED FOR FINAL LANDSCAPING.
5. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
6. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE.
7. INSTALL STORM DRAINAGE FOR PARKING AREA. INSTALL RELATED EROSION
CONTROL MEASURE AND INSTALL WATER & SEWER UTILITIES.
8. PLACE CABC AND ROUGH GRADE STONE.
9. INSTALL CURB & GUTTER.
10. BRING LANDSCAPING AREAS TO WITHIN 6' OF FINAL GRADE, REDISTRIBUTE
6" OF TOP SOIL
11. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS.
12. FINE GRADE PARKING LOTS AND PAVE.
13. INSTALL FLUME. CLEAN ANY SEDIMENT OUT OF POND.
14. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF
GRADING OPERATIONS.
15. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE
REQUIRED BY NCDENR IF DEEMED NECESSARY.
MAINTENANCE FLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES
0.5 FEET DEEP.
3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES.
STONE SECTION
A ROCK DAM DETAIL
4'-4" V-4,j"
3' 2'
3'
pp�� p�gg WEIR
GALVANIZED OANGIEPED GRATE 9.50 t
# 4 BAR
<jRSQPRS PWI�TFID3'X3 OPENI GGUARD CP bRPRSSED
CP
15" RCP INV. 7.00all
"
S" BLOCK WALL
BOTTOM 6.00
8" CONCRETE SLAB 8" CONCRETE SLAB
f- 0,-6' -6. -1 f -I I_ O'-S" 0.-6. 'I
WET DETENTION -OUTLET CONTROL STRUCTURE
(SCALE: 1/2" = i'-0-)
TOP OF 3 . SIO
2M ELEV. 10.00 © BERM
TOP OF SHELF FJJ:Y. 8.50 : IEMPORAR -EWL EUY-B.83 K7 _ ELEV. 8.00 _�/
7.5 1
1 1
1 1t I st 10 1. FOREBAY 1.5
WET DETENTIC
POND DETAIL
(SCALE: 1" = 10')
WIDTH VARIES
DEPTH
VARIES
5:1 (SEE PL
-TYPICAL SMEALE DETAIL
DISTURBED AREA m 1.33E ACRES
OR ALUMINUM
DIPPED
GALVANIZED
a1R GRATE,
GALVANIZED ANGLEPED
,E-a" WI!!I Pik
�" PVC-9NV .`LOp
��I���-���IEI����\\�• V w/
$" BLOCK WALL
WIDTH VARIES
DEPTH
VARIES
(SEE PLAN)
® REVISED: 08/27/09 (NCDENR COMMENTS)(JJB)
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/Off III DETAIL
ROCK CHECK DAM & DETAIL
ADJUST PERMANENT POOL AREA k ADD V DEWH TO MAIN POND
ADJUST WIER AND TEMPORARY POOL
ADD PLANIDW NOTES/SCHMULE
ADD TEMPORARY SPoLL. PILE IACATKON
SHADE VEGETATE) SHELF
Q REVISED: 08/24/09 (ENGINEER COMMENTS)(JJB)
GROUND COVER NOTE
WEIR E EVATLON
3w 15, 0 v 80• 9p'
GRAPHIC SCALE: 1' - W
SHEET 2 OF 3
.__<� GRADING. PAVING, UTILITIES & EROSION CONTROL PLAN
AAAA11U1 11111Y/
,,•o SS, w,<,-,, DOLLAR GENERAL
a - SEAL z E REFERENCE: DEED BOOK 939, PAGE 479 AND A
PORTION OF THE PROPERTY DESCRIBED IN MB 18
yytio �y°o PAGE 71 OF THE BEAUFORT COUNTY REGISTRY
hunt" p.QCRY OF WASHINGTON, WASHINGTON .TOWNSHIP, BEAUFORT COUNTY, N.C.
ilii 11�AA�```
OWNER: MALONE, LLC
ADDRESS:10220 WEST BROAD STREET
BEFORE YOU DIG..... GLEN ALLEN, VA. 23060
Als>7: a"4uL OwE.w +(cwTt4, Ik, PHONE. [phone]
Cali 4E Hours Before You Dig! , Ux�/
1-800-632-4949 jjBald C-113S DESIGNED: MWB/JSJ APPROVED: MWB/JSJ
GRADE CHECK JmD"s YL DRAWN: JJB DATE: 08/03/2009
190NOM - SURVEY= - PLANNING
CHECKEL JJB DATE: 08/03/2009 1GREENVULF, NC 015 CONFERENCE� 252.756.1390 CHECKED: MWB/JSJ SCALE. 1" = 30'
FILE 09-073 CAD FILE: 09-073 DOLLAR GENZZ675ITE\DG SITE 8-57
FB /A. PG N/A C&G FILE- N,

11 1. L'.it e_Ii Lam:._.. ,L .. _._ ' ,. ].. ate_... f
/
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EASEMENT
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it
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II I
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I
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-
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® 11 �U)
I EXISTING 30' INGRESS, EGRESS EASEMENT
(D8.954. PG 1035)
—a—ii—a—
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w w �� W W
G— — — — — — — — — - \
-----------
EX. DI
US HWY 264 (FIFTH STREET)
\ (100' R/W 69' B/B PUBLIC)
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 TYPE
LARGE TREE
MINIMUM PLANTING SIZE_
SINGLE —STEM
1 1/ 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.
BEFORE YOU DIG.....
Ne+YI 111010 *4 O+.c•P.a[t 1344.19% W.
Call 48 Hours Before You Dig!
1-800-632-4949
LEGEND
LARGE TREE
SMALL TREE
® EVERGREEN SHRUB
® LARGE EVERGREEN TREES
® SMALL EVERGREEN TREES
© REVISED: 08/27/09 (NCDENR COMMENTS)(JJB)
LOCATED. VEGETATION OUT OF POND EMMANKMENT
3D' 1S' 0 3D' 60' 9w
GRAPHIC SCALE; 1' 30'
SHEET 3 OF 3
REQUIRED SITE VEGETATION PLAN
DOLLAR GENERAL
REFERENCE: DEED BOOK 939, PAGE 479 AND A
PORTION OF THE PROPERTY DESCRIBED IN MB 18
PAGE 71 OF THE BEAUFORT COUNTY REGISTRY
CITY OF WASHINGTON, WASHINGWN TOWNSHIP, BEAUFORT COUNTY, N.C.
OWNER: MALONE, LLC
ADDRESS:10220 WEST BROAD STREET
GLEN ALLEN, VA. 23060
PHONE: [phone]
TLSLi� C jr4 DESIGNED: MWB APPROVED: MWB
1i4a0 A DRAWN: JJB DATE: 08/03/2009
ENGIN 692 - SURVEYPLG - PLANNING
1015 CONFERENCE DRIVE CHECKED: MWB SCALE: 1' = 30'
GRE?1VIU E NC 27858 252.756.139D
FILE 09-073 CAD FILE: 09-073 DOLLAR GENERAL\SRE\DG SITE 8-5-09
FB /A, PG N/A C&G FILE: N/A

®WET
DETENTION
PLANT
SCHED=
VEGETATED SHELF
POND SURFACE AREA - 3.371 SF.®
A
LAND SURFACE AREA 1,206 SF
0 -8 ABOVE PERM POOL)
CSIZE ONTAINER
SPACING
jl OF PLANTS
X OF TOTAL
ACORUS CAIAMUS (SWEET FLAG)
a
24" OC
60
2OX
PELTANDRA VIRGINICA (ARROW ARUM)
44
24' OC
60
2OX
SAGITTAMA LATIFOL.IA (DUCK POTATO)
44
24" OC
60
2OX
SCHOEAWPLECRJS TABERNAEMONTANI (SOFTISTEM BULRUSH)
4''
24" OC
60
2OX
ZMANIOPSIS MILIACEA (WATER MILLET)
4""
24" OC
60
2OX
TOTAL NUMBER OF PLANTS
300
WATER SURFACE 1.048 SF
mO-0
CONTAINER
-6 BELOW PERM POOL
SIZI:
SPACING
ill OF PLANTS
X OF TOTAL
HEUANRiUS ANGUSTIFOLIUS (SWAMP SUNFLOWER)
4.,1
24' OC
52
2OX
HISSISCUS COCCINEUS (SCARLET ROSE MALLOW)
4.1
24" OC
52
20X
CHELONE GLABRA (WHITE TURTLEHFAD)
4rt
24" OC
52
20%
LOBELIA CARDINALIS (CARDINAL FLOWER)
4.1
24" OC
52
2OX
IMPATIENTS CAPENSUS (TOUCH-ME-NOT)
4.1
24" OC
52
20%
TOTAL NUMBER OF PLANTS
260
ADD 1 TREE FR EVERY 3000 SF OF SWALLOW LAND SURFACE OREA, FINAL TREE PIACI]AENT SHOWN ON PUMAS.ARE
EWOOD). BEIILA NEDRA (RIVER BIRCH). NYSSA BIFU)RA
ANUS CNEOUNI"SUTI
(aWAMP &"GUM)
FA
LE TITHES TOMUSC
USE.USE
1 TREE
® THE OPTIMAL PERIOD FOR PLANING IS FALL AND WINTER, WITH SOME EXCEPTIONS
SHALLOW WATER PLANKS SHOULD NOT BE PLANTED IN THE WINTER.
PIAMM SHOULD BE PURCHASED FROM A LOCAL SOURCE TO ENSURE SURVWBILIC'.
3-1 VEAEGITED SIDE SLOPE/EMBANKMEW ABOVE VEGEUTED SHELF
- TREES AND WOODY SHRUBS ARE NOT TO BE PLANTED ON THE POND EMBANKMENI.
- GRASS S® SHALL BE APPLIED AT THE RATES SPECIFIED IN THE SEEDING AND MULCHING SCHEDULE IF
PLANT ESTABUSHIIENT CANNOT ENE ACHIEVED WITH SEEDING BY THE TIME OF SUBSTMTHAL COMPLETION OF
THE STOTBAWATER FACILITY PORTION OF THE PROJECT, THEN THE CONTRACTOR SHALL PLANT THE AREA WITH
WILL OWER SOD. PLUGS, CONTAINER PLANTS R THERE MEANS 1b COMPLED? THE SPECIFIED PLMNINGS
AND PROTECT AGAINST EROSION BEFORE WATER IS A IDWED TO ENTER THE STORNAYATER BMP FACILITY.
SEAL MEDIA SPECIFICATION
- AL LANDSCAPE PLANTS, INCLUDING GRASS, SWWJ_ BE PLANTED IN GOOD TOFSOIL THE TOPSOIL STOCKPILE
LOCATION IS SPECIFIED ON THE PLANS.
WARRANTY REWIRENENT FOR PLANT SURVIVAL/REPLACEMENT
PLANTS SHALL HAVE A TWO YEAR WARRANTY PERIOD FOR PLANT SURVIVAL MID REPLACEMENT. AT THE END
OF THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY P7600, ALL PLANTS THAT DO
NOT SURVIVE MUST R REPLACED.
C4
I9.4
{}II
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4.2
8.9
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EASEMENT
I ANY I I 9.6
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7 I
4.1 9.1 7�••9..2g2��
.71 ���SpTEOpNE{I a.o 6 T01�'
00
8�
x4.5
4.5
/ x /
8.5
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$10.0
5.3x /.' /• /
5.Ox
8.7,1"
ZONE AE
® MAINTENANCE PLAN / I
INSPECTION ACTIVITIES FREQUENCY
-INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY. VEGETATION GROWTH, DRANACE AFTER CONSTRUCTION
SYSTEM FUNCTOHMIG• AND STRUCTURAL DAMAGE
-INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT. CRACKING EROSION, SEMI-ANNUAL INSPECTION I
LEAKAGE• R TREE GROWN ON THE EMBANKMENT. THE CONDITION OF THE RPRAP IN THE INLET.
OUTLET. AND PRAT CHANNELS: SEDIMENT ACCUMULATION IN THE BASIN: CLOGGING OF 3URJ7:
AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE SLOPES AND FlOOR. -
CORRECT OBSERVED PR081EMS AS 1ECESSARY.
/ LNWil ru rnucmNlr/inM CIIr mlr� rvo1
STEEL POST
TOP AND BOTTOM STRAND -
SHALL BE 10 GAGE MINIMUM
ZONE AE
- W MAX WITH WIRE -
6' MAX. WITHOUT WIRE
WIRE FENCE FILTER FABR
II �
FILTER FABRIC -
9.5 L5_ _ - - - - - -_-_-_
9.71r-------- NOTES:
WERE SHALL BE A MINIMUM OF 32' COMPACTED FELL
IN WIDTH AND SHALL HAVE A MINIMUM
' OF 6 LINE WIRES WITH 12' STAY
1SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH MID SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALLII HEIGHT AND BEEESELF-FAASTENER
III ( DA . . . ANGLE STEEL TYPE
1FO7056E60CF Mp2
15 2003 SILT FENCE DETAIL
1 BFE = 1d.1 ZONE X
I I FILTER FABRIC) CROSS SECTION
A6101II ( -
I I
i II //
5 I I I/ •
OR WIRE TIES
NATURAL GROUND
s I W
1 Y
4'
EXTENSION OF FABRIC AND
WIRE. INTO FABRIC
24' MAX.
AT CENTER
CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN
CONSTRUCTION SCHEDULE-
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND
ESTABLISH GRADE UM17S AS NEEDED.
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, NCDENR
EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP
SOIL AND STOCKPILE AS NEEDED FOR FINAL LANDSCAPING.
5. BEGIN AND COMPLETE ROUGH GRADING OPERATION.
6. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE.
7. INSTALL STORM DRAINAGE FOR PARKING AREA. INSTALL RELATED EROSION
CONTROL MEASURE AND INSTALL WATER & SEWER UTILITIES.
8. PLACE CABC AND ROUGH GRADE STONE.
9. INSTALL CURB & GUTTER.
10. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTE
6" OF TOP SOIL
11. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS.
12. FINE GRADE PARKING LOTS AND PAVE.
13. INSTALL FLUME. CLEAN ANY SEDIMENT OUT OF POND.
14. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF
GRADING OPERATIONS.
15. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE
REQUIRED BY NCDENR IF DEEMED NECESSARY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES,
0.5 FEET DEEP.
3. ALL SEEDED AREA WILL BE FERTILIZED. RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON
COMPLETION OF CONSTRUCTION AND STABIUZA71ON OF GRADES.
I10. I STONE SECTION
1 / . ROCK DAM DETAIL
i I i I EXISTING BUILDING
FFE = 13.0
• I1 - 3' 2'
WEIR 1
GALVANIZED G/WGLEP� GRATE 9.50
I�
� r-j
wH GUARD
III II
\U) 7AMF X
-ISPECT FOR DAMAGE TO THE EMMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS ANNUAL INSPECTION ICI - ; - 34LiF8 TONS
-NOTE SONS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE I 11 j SY/ALE 02.85X
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBAY. J 1 �n1
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEIBRIS AND ARE I
(e / FLOPERATEONAL
UME 044 35XI 1 1 1
MAINTENANCE AcnvmEs FREQUENCY I % / 38�768 s F•)
-IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE ONE-TIME
VEGETATED SHELF AND NEEDED, U THE PW�ERETS BECOME OF THE BASIN SHOULD BE EMONEY AT TWICE WEEKLY IF y / � FIFE 13.50
-NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST I611A I b J
FIERRLIIATION THAT IS REQUIRED TO ESTABLFSH THE PLANTS ON THE VR.IETATED SHELF. J
11 11 0
STABLE ROUNOCOYF]L SHOULD BE MAINTAINED W THE DRAINAGE AREA TO REDUCE THE: AS NEEDED MAINTENANCE
SEDIMENT LOAD TO THE WET DETENTION BASIN. I /
-IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE. 'IHE / / x1o•s 10x \I
F'LLSHINO OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE Xq. 10.6
MAXIMUM EXTENT POSSIBLE BOTTOM AND
-WHERE PQWIIED BY TW DE AARIMEIT OF FI-REPAIR UNDIERCUT ARIEAS, EROSION TO SH AND GAME R AS BOTHER AGENCY RF.GUL\TOFIS I /.EQUIRED./ S
STOCK Y WITH MOSQUITO FISH (GAARSN SPP.) TO ENHANCE NATURAL MOSQUITOAND MIDGE CONTROL.
I y -10• 1 1 ( G�&
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES. FREQUENT (3-4 '•' t� 3
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. TIMES/YEAR) MAINTENANCE / A xtt.s -REMOVE LATTER AND DEWS FROM BANKS, BASIN BOTTOM. TRASH RACKS. OUTLET / • y
-REMOVE NUISANCE PLANT SPEC00 VALVES AS K IL
• 13.21 � - i 1
-.l a'.] r ]• . ] ' VY'r } ♦!1' -•.v-,� . +r, f`yr .l. I
n
-4XEAN FOREBAY TO AVOID ACCI.IMULATION IN MAIN WET DETENTION POND. 5 TO 7 YEAR MAINTENANCE HC PARKING GGGAW
-MONrTOR SEDIMENT ACCUMULATIONS. AND REMVOE SEDIMENT WHEN THE ACCUMULATED AS NEEDED MAINTENANCE 71
SEDIMENT VOLUME EXCEEDS SWIMENT RUMAL ELEVATION AS NOTED IN THE MAINTMOICE: (20 TO 50 YEARS) x /71.
r-EIE ]
' .�a4if �r n i*i�.f�•••a�i
SEEDING 1 M / �I•i•.I . !� Y� •
107
THE KINDS OF SEED AND FERTILIZER. AND THE RATES OF APPLICKnON a «.1' "r �.
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. EX. TREE (TYP)- ENTRANCE/001' DaSTING 30' INGRESS. EGRESS EASEMENT
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE 1 .8 (DB 954, PG 1035)
USEDm DETERMINED ENGINEER. R�. __ 1
--��r>c:.ram.-a>c�, - _----L�,.-
U
• • •1,000 >•, '' �� • I a f�
«•^*'
•• 11
EX. DI
1 «IN POWER KEE
v it ] -, -•gym a ]- :r
WA W
ICHMARK
KLE
4000# LIMESTONE ISO,
97
SLOPES 2-1 AND STEEIIIER AND WASTE AND BORROW LOCATIDNS- 500111 FERTILIZER
14 TALL FESCUE 2!
BERMUDA GRASS .5
4000# LIMESTONE COARSE AGGREGATE Z
TEMPORARY SEEDING
*COOL SEAWN0 PI.ANTED BETWEEN 15 AUGUST AND 15 AFFIL I0,
GERMAN BROWN TOP OR FOX TAIL MILLET
PRSQ S,
WITH 3"X3 OPENING
P
I\
1\\'
I
6QP0
�
15' RCP IIfV: 7.00
7A�O�E
V BLOCK WALL
BOTTOM 6.00
V CONCRETE SLAB
8' CONCRETE SLAB
I- 0'-6«
-6.
'I I- 0'-5" 01-6" -I
WET DETENTION - OUTLET
CONTROL
STRUCTURE
(SCALE: 1/2 -
V-01
g y
I�750
8PO
0 TEMPORARY POOL
ELM-11,63_z7
�'�• 9.00
11
10
7.5
1 -
1
S7 10
-
F'ORMW 1.51.
(SCALE: 1" = 10')
WIDTH VARIES
DEPTH
VARIES
5:
1
TYPICAL SWALE DETAIL
DISTURBED AREA o 1.= ACRES
1' ALUMINUM
�OR NOT
DIPPED
GALVANIZED .
BAR RATE
PED
3� li3- VAUL �W raiA
=&
V W GP IN/
B" BLOCK WALL
WIDTH_ VARIES
TYPICAL VEE DITCH DETAIL
® REVISED. 08/27/09 (NCDENR COMMENTS)(JJB)
IMPORARY GRAVEL 001151RUCIWN ENIRANCOM R DETAIL
ROCK 0= DAM t DETAL
A W PE'RMANORT POOL AREA t ADD V WIN TO MAIN POND
ADA= PIER AND TEMPORARY POOL
AAD°DD 7F IING !'pp��11PYEWf�,WM
SNIDE VRNETAIED LILE
SHELF
[\i REVISED: 08/24/09 (ENGINEER COMMENTS)(JJB)GROUND COM NOTE EXPRESS
WEIR ELEIImm .
SFP 16 2009
3D' 1s' 0 3o eo •o .
RWHIC SCAM. 10 . VNC DENR
SHEET 2 OF 3
GRADING/ PAVING. UTILITIES & EROSION CONTROL PLAN
DOLLAR GENERAL
REFERENCE: DEED BOOK 939, PAGE 479 AND A
S _ PORTION OF THE PROPERTY DESCRIBED IN MB 18
PAGE 71 OF THE BEAUFORT COUNTY REGISTRY
nuam ur"a•P ��Q
unlnilEla`CITY OF WASHINGTON. WASHINGTON .TOWNSHIP, BEAUFORT COUNTY, N.C.
OWNER: MALONE/ LLC
ADDRESS:10220 WEST BROAD STREET
BEFORE YOU DIG..... GLEN ALLEN, VA. 23060
)VNt,TIt&Sd"A ✓•♦•\•IIG ►(twtMi►, (lw PHONE: [phone]
Call 48 lours Before You Dig!
1-800-632-4949 Baldm Lirkk
M11 DESIGNED: MWB/JSJ APPROVED: MWB/JSJ
GRADE CHECK lijilGELMM
DRAWN: JJB DATE: 08/03/2009
- SURVEYING - PLANNING
CHECKED: JJB DATE: 08/03/2009 . 1015 CI)NFERENCE DTBVE CHECKED: MWBNISI SCALE 1' 30,
GREENLLE• NC 2R)58 252.756.1380
FllE p9-073 CAD FILE: 09-073 DOLLAR GENERAL\SRE\DG SITE 8-5-(
FB N/A. PG N/A C&O FILE: NA