SW7051019_APPROVED PLANS_20051104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
dC,GJ�I/D�
YYYYMMDD

S
ID 575'rEm
V D83
CENTER
y�k
ArCANTiC AND EAST
CAROLINA RR
VICINITY MAP
NOT TO SCALE
H-71
R-3 4
A-7?
L
O
I
a
fl- n
R-t R-11 06
WATERSGFE WAY
WAY
R-,< - u_ PROJECT
R-22 LOCATION
Ue.jj"AV TJ WT_
LOCATION MAP
NOT TO SCALE
NOTES-
1. FINANCIALLY RESPONSIBLE PARTY;
CAROLINA CREEK LLC
119 MIDDLE STREET
NEW BERN, NO 2B560
ATTN; KENNETH I. PEREGOY, GENERAL MANAGER
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
NCDENR-DLO EROSION AND SEDIMENT CONTROL ORDINANCE,
3. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETION.
CALL NO ONE CALL\
9=FORE YOU DIG
STOP
1— 800— 632— 4949
LAVOID UTILITY DAMAGE
PHONE## [phone]
CAROLINA COLOURS
(CONVENTIONALSU DIVI ION)
WELCOME CENTER
CONSTRUCTION PLANS
//01
CAROLINA COL OU.R5
R£LFFE.7 CEN7E'R
1
o
{'Sas a
/ /,rrr•27sd, \
Hl� gti'F;cl
\ , 9611q
Opp 00\
CX:::T<DIBEF 1 2005
CAROLINA CREEK .LLC
119 MIDDLE STREET
NEW BERN, NC 28560
X01 &C
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
N
SHEET INDEX
SHE_
i # FILE
#
1
G-001
2
CX-101
3
CS-101
4
CU-101
5
CG-101
6
CE--1
C1
7
CS-501
8
CU-501
9
CE-501
10
CE-502
DESCRIPTION
COVER
EXISTING CONDITIONS PLAN
OVERALL SITE PLAN
UTILITY PLAN
GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN
SITE DETAILS
UTILITY DETAILS
GRADING, DRAINAGE, & EROSION CONTROL DETAILS
STORMWATER POND DETAILS
UTIL"NUNICIPALMY
CONTACTS
A. City of New Bern, North Carolina
E. NCDENR--Div, of Water Ouallty
Engineering Department
943 Washington Square Mall
P.O. Box 1129
Washington, NC 27889
New Bern, NC 28563
[phone] phone
[phone] phone
Contactr Bill Moore
Contact: David Muse, PE
F. Burled Cable Location
B. Cfty of Now Bern, North Ccrolino
ULOCO
Electrical Department
[phone]
Corl Toler
Cffice; [phone]
G. North Corotino Dept. of Tronsportotion
Division 2, District 2
C. Sprint /Telephone
209 South Glenburnie Road
Dennis Strickland
New Berri, NC 28560
Cffice; (252)637--1129
[phone] phone
Fex; [phone]
Contact: Aaron Everett
(or)
Janet Duke
Office; [phone]
0. Cox Communications /Cable TV
Morcus Edwards
Office; [phone]
Fax; [phone]
STORMWATER
r,
APPROVED
NORTH CAROLINA ENVIMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date + _ >t;=' 20 P`
Stormwater Permit No.
GENERAL PLAN-,
YP
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CARO
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vNIqKW&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EBOOC6691
www,mckimcreed, com
CA 1A CREEK LLC
CAROLlNA COLOURS
(CONVENTIONAL SUBDIVISION)
NEW KERN, NORTH CAROLINA
EXISTING CONDITIONS PLAN
IELCOM E CENTER
LEGEND
•
IRON ROD SET
0
IRON PIPE FOUND
El
RIGHT of WAY MONUMENT
N/F
NOW or FORMERLY
R/W
RIGHT of WAY
MRL
MINIMUM BUILDING LINE
©
WATER METER
11
TELEPHONE PEDESTAL
`�
POWER POLE
RCP
REINFORCED CONCRETE PIPE
INV
INVERT
PINE TREE
HARDWOOD TREE
OAK TREE
PECAN TREE
MAGNOLIA TREE
APPLE TREE
a�
GUM TREE
FORCE MAIN
- - - -
_, - UNDERGROUND PHONE LINE
OVERHEAD POWER
E
------ ------
- CENTERLINE DITCH
.... I -. ..................
TOP of BANK
N
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
DATE:
SEPT 2005
MICE PROJ. #
03134-0023
DRAWN
BCE
DESIGNED
CHB/BCE
CHECKED
CHB
PROJ. MGR.
RMC
SCALE
HORIZONTAL:
1p, = 300
VERTICAL:
NA
ATUS. Preliminary Des!
lot Released for Con;
M&C FILE NUMBER
CX---1 01
DRAWNG NUMBER
2
REM&ON

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704.00,
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L =50.35 1 1
! 24, 5` R } / ASPHALT
`�} 1 30' V,gl PARKING LOT
- _ ,
5' CONC. _ TRACT 1
-
30' .MBL 1 20 SIDEWALK (TYP) 62,612 sq. I
ft.
130.5 I" (TYP) I .. - 44' i, 44 ocres I
o 18' ■-' co '122
� 4 � lid ,M ro
! 44'
24
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8'
STOPS .-_
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- SIDEWALK
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I J —PAINTED TRAFFIC
36'
[� r ARROWS (TYP) `� !
TRACT 3 r'
15' R
38, 612 I ° < 1_ STOP BAR y
0, 8,9 acres
I �
TRACT z I
53, 466 sq. ft.
ti 15' 5' R �° 20' R 1.23
� 5 R acres
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11,
I �60' R
I
N/F _
24981' 1
GENORA
155 BEN GRIFFIN f 92
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7 i
SEAL
4!4 ED
243 North Front Street
Wilmington, North Ccroiina 28401
Phone: [phone] , Fax: [phone]
AA0002657 EB0006591
www.mckimcreed.com
CAROLINA CREEK LLC
SITE LAYOUT NOTES:
1, ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT CITY & COUNTY STANDARDS, SPECIFICATIONS AND DETAILS:
2, ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR
TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY LAYOUT AND CONTACT ENGINEER WITH
ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
5, ACCESSIBLE CURB OUT RAMP SHALL BE PROVIDED WHERE SIDEWALKS
INTERSECT CURBING. ALL CURB OUT RAMP DETAILS SHALL CONFORM
TO AND REFERENCE THE NO STATE ACCESSIBILITY CODE. CURB OUT
RAMPS WITHIN THE R/W SHALL CONFORM TO NCDOT STANDARDS AND
SPECIFICATIONS,
6. ALL RADII AND DIMENSIONS ARE TO FACE OF CURB, FACE OF
BUILDING, OR CENTERLINE OF STRIPE UNLESS OTHERWISE NOTED
WITH (B-B), BACK OF CURB TO BACK OF CURB,
7. TURNING RADII WERE DESIGNATED TO ACCOMMODATE EMERGENCY
VEHICLES OR ANTICIPATED DELIVERY TRUCKS, EXCEPT WHERE
INDICATED OTHERWISE, PAVING SHALL BE STANDARD DUTY
BITUMINOUS PAVEMENT. (SEE DETAIL SHEET)
8. ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES SHALL
RECEIVE HANDICAP PAVEMENT MARKINGS AS INDICATED ON THE
DETAIL SHEETS. STALLS LABELED "VAN" TO RECEIVE A "VAN
ACCESSIBLE" SIGN IN ADDITION TO THE ABOVE.
9. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING DIMENSIONS
AND EXACT BUILDING UTILITY ENTRANCE POINTS.
10, GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL
UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED
FEES AND COSTS.
11. ASPHALT PARKING LOT TO 8E STRIPED WITH 4" WIDE PAINTED WHITE
LINES AS INDICATED, CONCRETE PAVED AREAS TO BE PAINTED
YELLOW- PAINT SHALL BE SHERWIN WILLIAMS "PROMAR TRAFFIC
MARKING".
12, ALL CONCRETE SIDEWALKS AND APRONS SHALL RECEIVE EXPANSION
JOINTS AND CONSTRUCTION JOINTS AS INDICATED.
CAROLINA COLOURS
(CONVENTIONAL SUBDIVISION)
NEW BERN, NORTH CAROLINA
OVERALL SITE PLAN
WELCOME CENTER
30' 0 30, 60'
imp �m
SCALE: 1"=30' (Horiz.)
DATE:
SEPT 2005
MCE PROJ.
03134-0027
DRAWN
BCE
DESIGNED
CHB/BCE
CHECKED
CH8
PROD. MISR.
RMC
SCALE
HORIZONTAL:
1 " = 30'
VERTICAL:
NA
M&C FILE NUMBER 11
CS-101
ORAWiNG NUMBER
3
STATUS: Preliminary Design REVISION
Not Released for Construction

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(TYP.) -_. EXTEND 15 RCP
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f I -.i 4_`-27.4 1 2741�v1-__--'f PERMANENT, SWALE* 1 #2
27 74 STRAW W/NI=t j J
' DRAINAGE AREA #1 '
= 86,685 SIF ACT 25. S 7' 1
1.99 AC 26.2 26, - f
,pF I _ 3 72 s -
I •
/Ncy� 1 TRACT 2 -- = _ -�, HP I
1 53,466 sq, ft, 26.35
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: 1 y DAAINAGEI' t4A #2
GAF 68,2�p F
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won
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25 25.5
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7
I 1 ! SOPDHRONIA S rEVE- NS ! 1 f No Deed
1 � ReferenCe
SEAL
DATE
029419
9y�•:cHGIiyE�
. .........
SEAL
4
v N14QM & CTEED
243 North Fron Street
Wilmington, North Corohna 28401
Phone: [phone] , Fax: [phone]
AA0002667 EBDOC6691
www,mckimcreed.com
CAROLINA CREEK LLC
DROP
CAROLINA COLOURS
(CONVENTIONAL SUBDIVISION)
I NEW BERN, NORTH CAROLINA
GRADING, DRAINAGE PLAN
WELCOME CENTER
GRADING NOTES
1, INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS,
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS,
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED
WITH NO GREATER THAN 3.1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR,
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
GRADE.
8, OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
9. NO WETLANDS EXIST ON THIS SITE
10. NO ROCK OUTCROPS EXIST ON THIS SITE
11. NO SEEPS OR SPRINGS EXIST ON THIS SITE
12. ALL ROOF DRAINS MUST TIE TO CURB INLETS OR
DRAINAGE SWALES SUCH THAT ALL STORMWATER IS
CONVEYED INTO POND FOREBAYS
13. ALL SLOPES ABOVE PERMANENT POOL SHALL BE GRADED
AT A MINIMUM OF 3:1 SLOPE.
LEGEND:
DRAINAGE AREA
N
30' 0 30' 60'
SALE: 1 "=30' (Horiz.)
DATE:
SEPT 2005
MCE PROD, #
03134-0027
DRAWN
LRA
DESIGNED
CHS
CHECKED
GML
PROD, MISR,
GML
ATUS: Prel im in
lot Released
SCALE M&C PLE NUMBER
CG--101
HORIZONTAL' DRAWING NUMBER
1" = 30-
VERTICAL: 5
NA
Design REVISION

100' MIN.
cs
Z
X
w
PLAN
CONSTRUCTION E ANCE
NOT TO SCALE
5' MEN.
1.5'
SECTION
MAX.
CROSS SECTION
DESIGN 21" MIN,
SETTLED TOP1 OVERFILL
\ FOR SETTLEMENT
WEIR WiDTH
- 1.s' = =_ �-
II III=1 I
- -I I Ed
5 MAX I I 111 I -I-III-
- -I'� EMERGENCY
SLOPE MA i SIDE BY-PASS 6
S
BELOW SETTLED
1:1 SIDE TOP OF DAM
FILTER FABRIC I �I j I I SLOPE MA
NATURAL
GROUND
STONE SECTION
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
ROCK CHECK DAM
NOT TO SCALE
6�
God Tf gl.� s
Z ON
OO 1R 11O R P LO OP
V��R G P� Of
ILl EIow(
518 �pp�OPP
T
5 Coll'rep 5g C
IHtEr o 00
a o0c
a rfati r�
N•C.D.O.T. CLASS 8 RIP RAP
PERMANENT SEEDING AT
PERMANENT POOL
Seeding mixture
species'.
Planting Zone (Flg4re.6.110)
Smooth cordgrass
mean sea level to mean high water
Saltmeadowcordgrass
meanhighWata(toaveragehigh
water of storm tides
Giant cordgrass
irregularly flooded areas where
salinity does not exceed 10 (ppt)
Spacing
2x2 ft
Planting dates
Apr, -June
Site suitability
Periodic flooding and draining Is necessary for good growth- In North
Carolina, estuaries south -of Cape Lookout and areas near insets where
diurnal lunar tides range 2 to 5 ft provide a relatively wide intertidal zone
for growth of smooth cordgrass. Larger estuaries north of Cape Lookout,
where water level is determined primarily by wind and freshwater runoff,
provide only a narrow intertidal zone in which plantings mustbe placed
precisely according to elevation.
Sources of plants
Greenhouse -grown seedlings may be obtained from commercial sources,
but usually only b} contractorders. Plants maybe dug from existing stands -
So lectplants frorn recently established marshes with open stands or marsh
edges where plants are vigorous and the root mat is not dense. Digging
and separating is easier in sand. Disposal areas for sandy, dredged
materials often provide a good source of plants. Care should be taken to
minimize damage to existing marshes.
Once plants -are dug, preventthem.irom dying by packing the roots In moist
sand In buckets or tubs.
Planting mc•hods
Hand planting may be done by opening holes Atli inches deep with a dib-
ble or shovel, inserting a single stem, and packing the sail around it. Large,
firm areas may be planted with a tractor -drawn transplanter (tobacco or
vegetable transplanter).
I(Table 6.11 u continued)
venlltzation
Lime and fertilizer should be applibd at rates recommended by a soil test
(ask for recommendations forfescue). Withoutasoiltest, apply tons/acre
lime, 100 Ib/acre nitrogen (preferably an all- ammonium source), and 200
Iblacre 1?20;, Potassium Is not required. Fertilizer may be broadcast and
incorporated before planting H the site can be graded and planted before
flooding occurs. Incorporate all amendments into the upper 4-6 inches of
soil,
If the area to be planted Is flooded regularly, apply fertilizer below the sur-
face at planting. Slow -release fertilizers are more effective since they sup-
ply nitrogen over a longer period of time and can be placed in the planting
hole with little risk of damaging the roots, if soluble (quick -release) mate-
rials are used, cover with 2 Inches of soil before inserting plant. Osmocote
(14-14-14 or 15-6-12) is an effective slow -release material that can be
placed in the planting hole at the rate of 0-5 to 1.0 oz. (2-4 teaspoons) per
plant.
Maintenance
Where plantings are exposed to wave action, replace plants that are
washed out. In the second and third growing seasons, broadcast nitrogen
and P20s at 150 lb/acre split Into three equal applications in Apr., ,tune,
and Aug, Always apply fertilizer at low tide.
C C} 0 0
pO C
0
BLOCK AND GRAVEL INLET PROTECTION DETAIL
NOT TO SCALE
SEAL
TE
2X4" WOOD FRAME
FABRIC
1' DEEI
TEMPORARY SEEDING SCHEDULE
Table 6.10b
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate (Iblacre)
Rye (gra'n) 120
Annual lespadeza (Koba in
Piedmcnt and Coastal Plain,
Korean in Mountains) 50
Omit annual lespadeza whan duration of temporary cover Is not to extend
beyond June.
Seeding dates
Mountains ---Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont --Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of solitestsorapply2,000 ib/acre ground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer,
Mulch
Apply 4,000 Iblacra straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool,
Maintenance
EReferillize Ii growth is not fully adequate. IBeseed, refartilize and mulch im-
mediately following erasion or otherdamage,
Seeding mlKture
Species Rate (lb/acre)
German millet 40
in the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lblacre.
Seeding dates
Mountains -May 15 - Aug, 15
Piedmont-N.ay 1 -Aug, 15
Coastal Plain -Apr. 15 - Aug. 15
Soil amendments
Follow recommend ations of soil tests orapply 2, 000 lb/acre ground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 illlacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a m0ch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Resasd, rafartilize and mulch im-
mediately following erosion or other damage.
DISSIPATER
Do
La
W
DEPTH
RIPRAP
NO.
(IN.)
(FT,)
(FT-)
(iN.)
CLASSIFICATION
FES
#1
12
4
7
9
CLASS
A
F E'.3
�FES
#2
12
4
3
9
CLASS
A
)
#3
15
6
4
9
CLASS
A
FE i
#4
15
6
4
9
CLASS
A
FES
#5
12
4
3
9
CLASS
A
FDS
#6
12
4
3
9
CLASS
A
FES
#7
15
6
4
9
CLASS
A
NOTE:
STONE
CLASSIFICATIONS
OF CLASS
B REQUIRE A
SUBLAYER
OF FILTER FABRIC OR FS-2
FILTER
STONE WITH
A BEDDING
wnnn crnuE
�_DRCP INLET
WITH GRATE
PERMANENT SEEDING SCHEDULE FOR
GENERAL LAWNS AND SLOPES
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
"KEN BLUE" BLUE GRASS 2 LB, / 1000 SF
RELIANT HARD FESCUE 2 LB. / 1000 SF
SEEDING DATES
COASTAL PLAIN APRIL - JULY
PIEDMONT APRIL 15 - JUNE 30
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB"ACRE
GROUND AGRICULTURE LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER.
SFED1NG METHOD
BROADCAST SEED WITH SEEDING EQUIPMENT OR CULTPAX AT THE RATES SHOW A13OVE AND COVER
LIGHTLY.
MULCH
APPLY 4 TONS/ACRE CEREAL STRAW (3/4" C DEEP), ANCHOR
WITH EMULSIFIED ASPHALT (150 GAL./ACRE).
MAINTENANCE
DO NOT CUT GRASS SHORTER THAN FOUR (4") INCHES.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE,
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM,
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE BELOW-).
5. CONTINUE TILLAGE UNTIL A WELL -- PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDiNGS WITHIN
THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVFR 60% DAMAGED
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED. * APPLY: AGRICULTURAL LIMESTONE - 2
TONS/ACRE OR 3 TONS/ACRE iN CLAY SOILS FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL :RAIN
STRAW)
,,1A 711%, A, elOAnC
GENERAL NOTES
1, SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS CRIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, REMOVED SEDIMENT SHALL BE
DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
2, ALL SEDIMENT TRAPS SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION IS MINIMIZED.
4. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER,
5. SEDIMENT BASIN EMBANKMENTS SHALL BE SEEDED OR OTHERWISE PROPERLY STABILIZED IMMEDIATELY
FOLLOWING CONSTRUCTION.
6. STORAGE AREA IS SHOWN AS A RECTANGLE FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE
CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET, THE BASIN
SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE
ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
7. REQUIRED SEDIMENT STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DISTURBED ACRE,
RECOMMENDED WEIR SIZE BASEDON SEDIMENT TRAP DRAINAGE AREA,
8. WHENEVER TOPOGRAPHY ALLOWS, THE TRAP LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO
ALLOW FOR SETTLING.
9, TOTAL DISTURBED AREA =3.51 oc.
10, ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CRAVEN
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
13, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED
AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED
AND MULCHED WITHIN 30 DAYS. ANY SIGNIFICANT SLOPES SHOULD BE STABILIZED WITH AN APPROPRIATE
EROSION CONTROL FABRIC TO PREVENT EROSION DURING A RAINFALL EVENT.
14, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF NCDENR. OR CRAVEN COUNTY NATURAL RESOURCES DEPT.
15. A GRADING PLAN MUST BE SUBMITTED FOR LOT GRADING EXCEEDING ONE ACRE WHICH WAS NOT
INCLUDED IN A PREVIOUSLY APPROVED GRADING PLAN.
16. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
17, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT iN NO CASE MORE
THAN 14 DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY 1N THAT PORTION OF THE SITE WiLL RESUME
WITHIN 21 DAYS.
18. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS 1/2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED
OR REPLACED, AS NECESSARY.
NOTES:
1• SEE PLAN FOR CLASS OF RIPRAP AND LENGTH, WIDTH
AND DEPTH OF APRON.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE
APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF
THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL RE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL, THE
APRON SHELL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
4 THE WIDTH OF THE END OF THE APRON SHALL BE
EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIiv,JM TAPER TO RECEIVING CHANNEL 5:1
r� ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95% OR �RCATER,
6, THE PL.ICING OF FILL, EITHER LOOSE OR COMPACTED
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
OF THE APRON WILL BE PERMITTED
NOTE MINIM -2/3
PIPE DIAMETER
SECTION B-B
RIP FLAP APRON OUTLETS
NOT TO SCALE
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
3' MIN,
(`-Olb/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
WIDTH AS REQUIRE[
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL, BURLAP MAY BE
USED FOR SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS,
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-fNCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT.
4, SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT, APART, AND SECURELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEI ,
5. TO PROViDF NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1,5FT ABOVE THE DROP INLET CREST,
1S�IN
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFiLL THE TRENCH WITH AT LEAST 4 INCHES
GRADE-1_II�, VARIES
OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE,
!_
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
5
11-41
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
VARIES '
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHIN THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SWALE SECTION
SILT FENCE INLET PROTECTION
NOT TO SCALE
NOT TO SCALE
++`GArrarrt�00 SEAL
40
,4 '
028419 q w
L(r' �.•jo .ter
pfi~ti�ArGI "t ;rGC� �.
j �•/••......o a %0
L It
Its,r1errt11011
v�MCIQMf�CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]B2
AA0002567 EB0006691
www.mckimcreed, com
CAROLINA CREEK LLC
NOTES: FILTER FABRIC
1, WIRE SHALL eE A MINIMUM OF 32" IN o
WIDTH AND SHALL HAVE A MINIMUM OF 6 1
LINE WIRES W/12" STAY SPACING r1 FILL SLOP&
2. FILTER FABRIC SHALL BE A MINIMUM OF GROUND LINE N
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED /
BY THE ENGINEER MIN. /\\,
3. STEEL POSS SHALL BE 5' d' IN HEIGHT
AND BE OF SELF FASTENER ANGLE kn de
STEEL TYPE CL l ao
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED Tp WOODEN O
POST WITH NOT LESS THAN #9 WIRE STAPLES \ \\
1-1/2" LONG
LANCHOR FILTER FABRIC SKIRTUN
AS DIRECTED BY THE ENGINEER
GUIDELINES FOP TEMPORARY SILT FENCE
NOT TO SCALE
SOD SIDE SLOPE AND BOTTOM
USE STAPLES, TO FIRMLY FASTEN
5
EXISTING
GRADE
KEY INTO EXISTING SLOPE
3' MIN. BEHIND TOP OF BANK.
TOP OF BANK
CAROLINA COLOURS
(CONVENTIONAL SUBDIVISION)
NEW BERN, NORTH CAROLINA
GRADING, DRAINAGE, AND
EROSION CONTROL DETAILS
WELCOME CENTER
DATE:
SEPTEMBER 2005
MCE PROD.
# 03134-0027
DRAWN
BCE
DESIGNED
CHB/BCE
CHECKED
CHB
PROD. MGR.
RMC
Off
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C ALE NUMBER
[CE-501
a
TATUS: Preliminc Design REv151oN
Jot Released for Construction
d

.r•�. 1",0 EXPANSION 'ANCHORS ..s'
TYPICAL EACH SIDE
2" ANGLE IRON
4 X 4" X 5/8" X 3' LONG
TYPICAL EACH SIDE
4 SPA. 0 8"=32"
6"
r 1.25"ORIFICE
iV
PLAN
RISER/BARREL STRUCTURE -POND #1
INLET FLOW
BOTTOM OF FOREBAY
ELEV=19.0
"01
TOP EL. =24.00
BASE EL.=21,00 n
TORS
CH SIDE
LONG
I YHICAL EACH 51 DE
TBD
SECTION
RISER/BARREL STRUCTURE -POND #1
POURED IN PLACE
CONCRETE COLLAR
WATERPROOF
`" ASTIC (TYP.)
n _3AR (TYPICAL EACH FACE)
ANTI -SEEPAGE COLLAR -POND #1
NOTE: OWNER SHALL BE RESPONSIBLE FOR PROVIDING PUMP TO DRAM!
DOWN POND SHOULD IT BE DEEMED NECESSARY
GALVANIZED 2'x2'x3/16" COVER TOP RISER 24.00
WITH AN 18" DIAMETER OPENING
IN COVER
SEDIMENT FOREBAY MIN. 6:1 APUATl
1 CH (10 W1DE� I BENI TEMPORARY POOL EL. = 24.00
EMBANKMENT WITH MARSH
PLANTS AND SPILLWAY TO
MAIN POOL
INVERT =23.0
CONCRETE BOX
WTH EXTENDED BASE
BOTTOM OF POND = 1B.0
CONCRETE
ANTI -FLOTATION BLOCK
(SIZE TBD)
DETENTION POND OUTLET STRUCTURE DETAIL -POND #1
a
m
6"
PLAN
RISER/BARREL STRUCTURE -POND #2
NOTE: OWNER SHALL BE RESPONSIBLE FOR PROVIDING PUMP TO DRAW
DOWN POND SHOULD IT BE DEEMED NECLSSARY
SEDIMENT FOREBAY MIN. 6:1 AgUATI
INLET BENCH (10 WIDE
BOTTOM OF FOREAYAY
ELEV=19,00 EMBANKMENT WITH MARSH
PLANTS AND SPILLWAY TO
MAIN POOL
CUT OFF\
TRENCH
BARREL
INVERT=21.50
POND SECTION
NTH
GALVANIZED 2'x2'x3/16" COVER
WITH AN 8" DIAMETER OPENING
IN COVER
CONCRETE BOX
WATERPROOF -
MASTIC (TYP.)
2'
TOP OF DAM- 25.00
EMBANKMENT CORE MATERIAL
TO BE DESIGNED/
INSTALLED PER GEOTECHNICAL
RECOMMENDATIONS
ANTI -SEEPAGE COLLARS
INV. OUT=21.00
104 Lr 1 P 9ARRI;L 00,30x
S'
CLASS A RIP RAP DISSIPATER
I I
I r
r
_I I
I I
I I
I I
I I
LOW FLOW ORIFICE
1 INV, =23.00
TOP EL. =23.67
INV.= 21.67
BASE EL. =21,17
—A
1" 0 EXPANSION ANCHORS
m
FILL WITH GROUT 0 8" O.C, TYPICAL EACH SIDE
r-
-ANGLE IRONS
4" X 4" X 5/8" X 3� LONG
TYPICAL EACH SIDE
TH D
SECTION
RISER/BARREL STRUCTURE -POND #2
GALVANIZED 2'x2'x3/16" COVER
WITH AN 18" DIAMETER OPENING
IN COVER
TEMPORARY POOL EL. = 23,67
.75" ORIFICE INVERT m 23.00
TOP OFPRMANNTPOOL
CONCRETE BOX
WTH EXTENDED BASE
BOTTOM OF POND 19.06
r TOP RISER = 23.67
CR6ll7.'.
CUT OFF \
TRENCH
CONCRETE BARREL
ANTI -FLOTATION BLOCK INVERT=21.57
(SIZE TBD)
POND SECTION
N TS
DETENTION POND OUTLET STRUCTURE DETAIL -POND #2
SEAL
SEAL
w
F.frl, .,, GIN
��0,�.
4 s: ,-.%
TOP OF DAM- 26.00
EMBANKMENT CORE MATERIAL
TC BE DE5IGNED/
INSTALLED PER GEOTFCHNICAL
RECOMMENDATIONS
ANTI --SEEPAGE COLLARS
OUT=21„25
90 LF 12" RCP Q7
4' LLk*iba
5' CLASS A RIP RAP DISSIPATER
v�MCIQM&CREED
2CO MacKenon Court, Suite 200
Cory, North Carolina 27511
Phone: [phone], Fax: [phone]
AACCO2667 E80006691
www.mckimcreed.com
POURED IN PLACE
CGNCRETE COLLAR
WATERPROOF
<<
MASTIC (TYP.)
' e
4'
_3AR (TYPICAL EACH FACE)
ANTI -SEEPAGE COLLAR -POND #2
C9ROLINA CREEK LLC
STRUCTURAL NOTES:
1. CONCRETE DESIGN IS BASE[} ON THE FOLLOWING STANDARDS:
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) AND
ALL SUBSEQUENT SUPPLEMENTS.
2. CAST 1N PLACE CONCRETE DESIGN IS BASED ON THE FOLLOWING MATERIAL
STRENGTH:
A. CONCRETE (AT 28 DAYS): 4000 PSI (.46 MAX WATER CEMENT RATIO)
B. REINFORCING STEEL, ASTM A615, GRADE 60: FY = 60,000 PSI
3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
B. EXPOSED TO EARTH, WATER OR WEATHER, WHERE FORMS ARE USED = 2"
4. CHAMFER ALL EXPOSED CORNERS OF' CONCRETE WITH 3/4" X 45 DEC CHAMFER,
UNLESS OTHERWISE NOTED,
7. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE IN BUILDINGS" ACI 301 AND ACI PUBLICATION ACI-35OR-89
"ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES".
8. UNLESS NOTED OTHERWISE, ALL SPLICES, BENDS, STANDARD HOOKS AND OTHER
DETAILING OF REINFORCEMENT SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE
"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
ACI 315 AND ACI 318-89.
9. FCRM FINISH IS ACCEPTABLE FOR WALLS, FLOAT FINISH SLABS, RUB EXPOSED
SURFACES,
10. CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS
IN RISER.
11, PRECAST MANUFACTURER TO PROVIDE #5 DIAGONALS AROUND PIPE OPENING IN RISER
BOX IN EACH FACE.
CAROLINA COLOURS
(CONVEMIONAL SUBDIVISION)
NEW BERN, NORTH CAROLINA
STORMWATER POND DETAILS
DATE:
NICE PROD. #
3134-0027
DRAWN
LRA
DESIGNED
GML
CHECKED
GML
PROD. MGR.
GML
I SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
M&C FILE NUMBtR
CE 502
STATUS: REVISION
L J