SW8060707_APPROVED PLANS_20200101

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW�D�f7G%
DOC TYPE ❑ CURRENT PERMIT
FF APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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OWNER: N.C. MARITIME BUILDING
PIN 15: 638620909711000
AREA: 14.25 ACRES (PER CARTERET CO. GIS)
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NORTH CAROLINA
GRID COORDINATES
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GRID COORDINATES
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OWNER: N.C. STAT PORTS AUTHORITY
PIN 15: 63961710 464000
AREA: 114.27 AC S (PER CARTERET CO. GIS)
DEED BOOK: 463
PAGE: 19
PARCEL B
OWNER: N.C. STATE PORTS AUTHORITY
PIN 15: 639617005507000
AREA: 12.04 ACRES (PER CARTERET CO. GIS)
NOTES:
1. PRELIMINARY PROPERTY INFORMATION PROVIDED BY SURVEY BY
ARCADIS AND INFORMATION PROVIDED BY THE OWNER. TRACT
LINES AS SHOWN WERE OBTAINED FROM CARTERET COUNTY'S
GEOGRAPHICAL INFORMATION SYSTEM AND SHOULD BE CONSIDERED
APPROXIMATE.
2. UNDERGROUND UTILITIES SHOWN WERE NOT SURVEYED AND ARE
BASED ON THE ABOVE GROUND PHYSICAL FEATURES AND UTILITY
MAPS PROVIDED BY THE OWNER. CONTRACTOR SHALL FIELD
VERIFY ALL UTILITIES PRIOR TO ANY DEMOLITION OR CONSTRUCTION.
APPROVE
t4l CAROLINA EN,liMENTTAL.
UANAGEMENT Ct MN-11ISSION
dfVi bOi' OF WA1-R QUAUTY
2 �, AUG, zwC.'i N
PRELIMINARY= DO NOT
USE FOR CONSTRUCTION
0 506 100, 151Y
SCALE IN FEET
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CONSTRUCi1ON
1800 Perimeter Park Drive
Sure 100
Momsville, N.C. 27560
Phan 919 461- M
Fax: [phone]
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Duke Realty Job Number:
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A/E Job Number:
NC405053

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1800 Perimeter Park Drive
Strife 100
Morrisville, N.C. 27560
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Duke Realty Job Number.
NCP-00 1
A/E Job Number:
NC405053

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DMINAGE SCHEDULE
STRUCTURE DATA
DOWNSTREAM
PIPE DATA
NO.
RIM
ELEVATION
TYPE
SIZE
(IN.)
LENGTH
(FT)
UPSTREAM
INVERT
DOWNSTREAM
INVERT
1
6.20
D91L­CB
.
I NIA
- -N/A------
MATCH EXIST.
N/A
2
610
DI
1 15
200
3.20 I
MATCH EXIST.
3
6.20
01
15
202
3.20
MATCH EXIST.
4
4.25
DI
60
324
1 -2.10
MATCH EXIST. ,
5
4.25
01
24
95
1 -0.27*
-2.10 �
6
4.25
DI
24
66
0.08
-0.27* �
7
4.00
DI
1 15
48
1.25
0.08
8
3.80
01
I 18
125
0.80(EXI
0.08
8A
3.90
DI
1 12
50
1.65
0.80(EXIST)
9
4.00
DI
I 42
60
-2.10
-2.10
10
EXIST.
DI
1 42
46
MATCH EXIST.
-
-2.10
11
1 4.00
DI
18
55
-0.11
MATCH EXIST.
12
4.00
DI
-
18
115
0.47
-0.11
-
13
4.00
DI
15
115
1.25
0.47
20
7.05
DI
1 24
85
-1.40*
WA -_
21
6.80
DI
15
72
_
3.45
2.01
22
5.90
DI
1 24
106
-0.81
-1.40*
.
24
1 4.00
vil
15
-
1.01
U.1011
25
4.00
D1
15 .
1.33
1.01
26
EXIST.
DI
18
89
EXIST.
-
0.73*
27
4.OD
DI
15
67
1.70
MATCH EXIST.
:I I
40
1 3.85
DI
12
20
1.60
MATCH EXIST.
31
3.85
DI
12
40
1.70
-
MATCH EXIST. -
32
3.85
DI
12
15
1.85
1.70
_
* APPROXIMATE INVERT OF EXISTING PIPE AT PROPOSED INLET LOCATION.
TYPE CJUNOD *
JB = CTION BOX " RIM ELEV.
MH = STORM MANHOLE
CB = CATCH BASIN/CURB INLET
DBLI = DOUBLE CATCH BASIN FLOW
DI = DROP INLET
OE = FLARED END "PSTREAM INVERT
LDI = LANDSCAPE DROP INLET, INLET AND DOWNSTREAM INVERT
DOWNSTREAM PIPE MAY BE PLASTIC
I a
1. ALL PIPES SHOULD BE INSTALLED WITH WATER TIGHT JOINTS.
GRADING NOTES:
1. PROPERTY INFORMATION PROVIDED BY SURVEY BY ARCADIS AND INFORMATION
PROVIDED BY THE OWNER. IMMEDIATELY NOTIFY PROJECT MANAGER OF ANY
CONFLICTS OR UNDOCUMENTED UTILITIES.
2. UNDERGROUND UTILITIES SHOWN WERE NOT SURVEYED AND ARE BASED ON
THE ABOVE GROUND PHYSICAL FEATURES AND UTILITY MAPS PROVIDED BY THE
OWNER, CONTRACTOR SKU FIELD VERIFY ALL UTILITIES PRIOR TO ANY
DEMOLITION OR ON. IMMEDIATELY NOTIFY PROJECT MANAGER OF ANY
CONFLICTS OR UNDOCUMENTED UTILITIES.
3. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO STORMWATER COLLECTION
SYSTEM. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FROM ALL PROPOSED
STRUCTURES.
4. COORDINATE WITH SHEET C11.02, C1.0213, AND Cl-03 FOR ADDITIONAL BUILDING
AND UTILITY INFORMATION.
5. FOUNDATION COLUMNS SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE
FOUNDATION COLUMN PLAN BY WAYWARD -BAKER FOR EXACT COLUMN LOCATIONS.
6. SEE RAIL PLAN AND PROFILE, SHEET C1.06 FOR ADDITIONAL GRADE
INFORMATION FOR RAIL LINE.
7. THE MEAN HIGH WATER ELEVATION FOR THIS SITE IS 3.25 Fr. BASED ON
INFORMATION FROM THE DUKE MARINE LAB IN BEAUFORT, NORTH CAROUNA AND
PROVIDED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
8. NO KNOWN WETLANDS EXIST ON -SITE.
9. PORTIONS OF EXISTING STORM DRAIN LINES TO BE REMOVED LIE BENEATH
THE NORMAL WATER LEVEL OF THE SITE. CONTRACTOR SHALL. TAKE ANY AND
ALL SAFETY PRECAUTIONS NECESSARY DURING THE REMOVAL OF THESE LINES.
INSTALLATION OF PROPOSED PIPES SHALL BE PERFORMED DURING OPTIMAL DRY
WEATHER CONDITIONS AND AT LOW TIDE, IF POSSIBLE. CONTRACTOR TO MAKE
ANY NECESSARY PROVISIONS IN ADVANCE TO MINIMIZE WATER SURCHARGE FROM
BOGUE SOUND VIA BULKHEAD OUTLET PIPE.
10. TRENCH DRAINS SHALL BE RATED FOR TRUCK LOADING DOCKS AS
MANUFACTURED BY MCNICHOLS, NOS OR EQUAL
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NORTH CAROLINA
GRID COORDINATES
c1 ----RIIA=4.2 INV - -- _ _
O
ROSION CONTROL CONSTRUCTION SEOUEN
1. OBTAIN COPY OF GRADING PERMIT AND APPROVED EROSION AND SEDIMENT CONTROL
PLAN. CONTRACTOR SHALL KEEP COPY OF PERMIT AND PLANS ON SITE FOR DURATION OF
PROJECT. CONDUCT PRECONSTRUCTION MEETING WITH OWNER TO DISCUSS PROJECT
PHASING, COORDINATION WITH EXISTING OPERATIONS, PLACEMENT OF TEMPORARY
CONSTRUCTION ENTRANCE AND OTHER ISSUES AS APPLICABLE.
2. REMOVE ASPHALT FOR INSTALLATION OF SETTLING BASINS AND DIVERSION DITCHES.
INSTALL SETTLING BASINS AND DIVERSION DITCHES.
3. INSTALL ALL EROSION CONTROL DEVICES, INCLUDING THE TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE, INLET PROTECTION AND OTHER MEASURES AS SHOWN ON THE
APPROVED PLANS.
4. BEGIN GROUND MODIFICATION WORK. BEGIN REMOVAL/RE-ROUTING/INSTALLATION OF
UTILITIES. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
5. A MONITHLY SITE INSPECTION WILL BE CONDUCTED TO DETERMINE WHICH AREAS CAN BE
TEMPORARILY OR PERMANENTLY SEEDED, WHICH DEVICES NEED MAINTENANCE, REPAIR, ETC.,
AND ENSURE THAT THE EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY, THE
CONTRACTOR SHALL INSPECT, MAINTAIN AND REPAIR ALL DEVICES PRIOR TO TEAS INSPECTION,
AND SHALL PERFORM ALL WORK THAT IS REQUIRED AS A RESULT OF THE INSPECTION.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE
BASE. MAINTAIN EROSION CONTROL MEASURES UNTIL SITE IS COMPLETELY STABILIZED.
7. PLACE FERTILIZER, LIME, SEED, MULCH, AND TACK WITHIN 14 CALENDAR DAYS OF
COMPLETION OF GRADING. PLACE TEMPORARY SEED IN ARM THAT WILL REMAIN
INCOMPLETE FOR LONGER THAN 14 CALENDAR DAYS.
8. WHEN SITE IS STABILIZED, SCHEDULE FINAL INSPECTION WITH NCDENR, CONTRACTOR AND
OWNER. UPON APPROVAL, REMOVE TEMPORARY DEVICES AND SEDIMENT. SEED REMAINING
AREAS.
NOTES:
1. PROPERTY INFORMATION PROVIDED BY SURVEY BY ARCADIS AND INFORMATION PROVIDED
BY THE OWNER.
2. UNDERGROUND UTILITIES SHOWN WERE NOT SURVEYED AND ARE BASED ON THE ABOVE
GROUND PHYSICAL FEATURES AND UTILITY MAPS PROVIDED BY TH£ OWNER. CONTRACTOR
SHALL FIELD.VERIFY ALL UTILITIES PRIOR TO ANY DEMOLITION OR CONSTRUCTION.
3. PROVIDE AND MAINTAIN ALL EROSION CONTROL DEVICES AS REQUIRED BY THE APPROVED
EROSION CONTROL PLAN AND ADDITIONAL MEASURES AS NECESSARY.
4. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO STORMWATER CONVEYANCE SYSTEM. SEE
SHEET C1.04 FOR ADDITIONAL INFORMATION ON STORM DRAINAGE SYSTEM.
5. GROUNDCOVER SHALL CONSIST OF COMMON BERMUDAGRASS. SEEDING RATE, FERTILIZER
AND MULCHING AS RECOMMENDED BY SEED MANUFACTURER.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. FOR ADDITIONAL EROSION CONTROL NOTES AND DETAILS, SEE SHEET C1.08.
CONTACT PERSON DURING CONSTRUCTION:
MATT MOON -DUKE CONSTRUCTION
[phone]
LEGEND:
--�► !�
DIVERSION DITCH
---SF
SILT FENCE
n
INLET PROTECTION
■■ ■I� > �■11
STORM DRAINAGE RIPE
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SETTLING BASIN
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
N
PNELIMINARY - DO MOi
USE FOR CONSTRUCTION
U
CONSTI iCT[ON
180D Perimeter Park Drive
Suite 100
Morrisville, N.C. 275JiO
Phone: [phone]DD
F 919) 461-BWO
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SI:JU. W VALID UMM SID11En AND MATED
Drawing Number:
C1.05
- Of -- Sheets
Duke Realty Job Number:
NCP-001
A/E Job Number:
NC405053

1. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' L x 25' W x 6" D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY; ADDITIONAL STONE TO BE
AVAILABLE AT PROJECT SITE. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
5. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
10 GAGE
LINE WIRES
WASHED STONE o
GUVEL C► i
NO SCALE
COMPACTED SOIL;
SEED IMMEDIATELY
AFTER CONSTRUCTION
3
2' MIN.
6" MIN.
r
3
"
3
1�
EXISTING GROUND:
SEED IMMEDIATELY
AFTER CONSTRUCTION
I�
TEMPORARY DIVERSION DITCH
NO SCALE
WIRE
CONC
BLOC
GR+
RUNOFF WATER
WITH SEDIMENT
SEDIMENT
2"x 4" WOOD STUD
GRAVEL
INLET WITH GRATE
CURB INLET
CURB INLET DROP INLET
NOTES:
1. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 x 4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL., 3/4- TO 1/2-INCH IN DIAMETER, PLACING 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT 157 WASHED STONE IS RECOMMENDED.
4. IF ONLY STONE AND GRAVEL ARE USED, KEEP THE SLOPE TOWARD THE INLET NO STEEPER THAN 3:1. LEAVE A MINIMUM 1-FT WIDE LEVEL STONE
ARE BETWEEN THE STRUCTURE AND AROUND THE INLET TO PREVENT GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE STONE
3 INCHES IN DIAMETER OR LARGER. ON THE SLOPE AWAY FROM THE INLET, USE 1/2 - 3/4-INCH GRAVEL (NCDOT #57 WASHED STONE) AT A
MINIMUM THICKNESS OF 1 FT.
5 BLOCK & GRAVEL INLET PROTECTION_
NO SCALE
NOTES:
10'-0" MAX. CENTERS
1. WOOD POSTS TO BE BURIED A MINIMUM OF 3'--V,
12 GAGE
STEEL POSTS TO BE BURIED A MINIMUM OF 2'-0"
� �
I ' "'r "" 2. INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS AND
I I MAINTAIN UNTIL COMPLETION OF GRADING
DROP INLET
WITH GRATE
" am
TAMP
BACKFILL
FILTER FABRIC I !
UWOOD OR
STEEL POST
SILT FENCE_
NO SCALE
1/4" x 24" HARDWARE CLOTH
STEEL POST W/
WIRE FABRIC #57 WASHED
STONEA
GATHER EXCESS
AT CORNERS
BURIED FABRIC
lV I
iv � FLOW -
�8—FIILTER FABRIC TO BE
BURIED UNDER EX. GRADE
OR AS REQUIRED BY
ENGINEER
1 SILT FENCE INLET PROTECTION
NO SCALE
-%, "-EXTRA Pi
"HOG WIRE ATTACHED OF OPEN
TO POSTS WITH LENGTHS
� \ .
OF WIRE HORIZONTAL I
WIRED SECURI
POSTS
BAFFLE INSTALLATION --- S1
NOTES`
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES V APART TO ATTACH FABRIC
TO "HOG WIRE"
BOTTOM OF
TRENCH AN
FILLED WITH
COMPACT®
BAFFLE INSTALLATION -STEP 2
� SETTLING BASIN
NO SCALE
EROSION CONTROL MAINTENANCE PLAN
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHAM BE INSPECTED WEEKLY AND AFTER
EACH RUNOFF PRODUCING RAINFALL. STRUCTURE'S THAT SHALL BE INSPECTED INCLUDE:
1. SILT FENCE
ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTIVE SHALL BE
REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHAH BE REMOVED WHEN SEDIMENT BEHIND THE
FENCE REACHES SIX INCHES.
2. SEEDING, FERTILIZING, AND MULCHING
SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDINGS
SHALL BE MADE WITHIN THE SAME SEASON, IF POSSIBLE.
3. CONSTRUCTION ENTRANCE AND EXIT
INSPECT CONSTRUCTION ROAD SURFACE REGULARLY, MAINTAIN IN A CONDITION TO PREVENT
SEDIMENT FROM LEAVING THE SITE, AND TOPDRESS WITH ADDITIONAL STONE WHEN NEEDED.
SWEEP EXISTING ROADWAY TO REMOVE ANY ACCUMULATED SEDIMENT.
4. SEDIMENT BASIN
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAY AND
OUTLET FOR EROSION DAMAGE AND REPAIR AS NECESSARY. REMOVE TRASH AND DEBRIS FROM
THE RISEN AND POOL AREA.
5. TEMPORARY DIVERSION DITCHES:
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION RIDGE AFTER EACH RAINFALL
6. GRAVEL INLET PROTECTION:
REMOVE SEDIMENT FROM AROUND INLET AFTER EACH STORM. CLEAN OR REPLACE STONE AS
NEEDED.
JGI. I I Ulv H l Vi"' CIV I IV h
PERMS EK _SEEDING
Seeding mixture
Species . Rate (Iblacre)
Tall fescue 80
Pensacola Bahiagrass 50
Sedoealespedeza 30
Kobelespedeza 10
Seeding notes
1. From Sept. 1- Mar. 1, use unscar'rlled sericea seed.
2. On poorly drained sites omit sericea and increase Kobe to 30 Iblacre.
3. Where a neat appearance is desired. omit sericea and increase Kobe
to 40 Iblacre.
Nurse plants.
Between Apr. 15 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre
Sudangrass. Prior to May 1 or after Aug. 15. add 26 Iblacre rye (grain).
Seeding dates
Best Possible
Early spring: Feb.15 - Mar. 20 Feb. IS - Apr. 30
Fall: Sept.1- Sept. 30 Sept. 1- Oct. 31
Soil amendments
Apply lime and fertilizer aocordingto soiltests, orapply3,000.5,000lb/acre
ground agricultural limestone (usethe lower rate on sandy soils) and 1,000
Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre grain straw or equivalent cover of another suitable
mulch, Anchor straw by tacking with asphalt, netting, or roving or by crimp-
ing with a mutch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring toot.
Maintenance
If growth is less than fully adequate, referiilize in the second year, accord-
ing to soil tests or topdress with 500 Iblacre 10-10-10 fertilizer. Mow as
needed when sericea Is omitted from the mixture. Reseed. fertilize, and
mulch damaged areas Immediately.
IINEQM SEEDING (LATE WINE AARLY S WNG)
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) SO
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains --Above 2500 ft: Feb. IS - May IS
Below 2500 ft: Feb. 1- May 1
Piedmont—Jan.1- May 1
Coastal Plain--Dec.1- Apr. 15
Soli amendments
Follow recommendations of soiltests orapply2,0001blacre ground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphaR, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize K growth is notfully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY SEEDING (US MI [ t3
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 - Aug. 15
Piedmont -May 1 - Aug. 15
Coastal Plain—Apr.1S.- Aug. 15
Soil amendments
Follow recommendationsofsoiltestsorappiy2,0001b/acreground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4.000 Iblacre 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
Refertilize if growth Is notfuliy adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
;LEMPORARY SEEDING (3
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dam 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and
1,000lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre 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 too].
Maintenance
Repair and refertilize damaged areas Immediately. Topdress with 50
lb/acre of nitrogen in March. H it is necessary to extend temporary cover
beyond dune 15, overseed with 50 Iblacre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in late February or early March.
SEEDING SCHEDULE
Duke
104
CONSTRUCTION
1800 Perimeter Park Drive
Suite 100
Morrisville, N.C. 27560
Phone: j919j 461-8=
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SEAL NOT VAUD UNLESS SIGNED MID GATED
Drawing Number:
C 1 .08
- Of -- Sheets
Duke Realty Job Number:
NCP-00 1
A/E Job Number:
NC405053

END
E CROSS-SECTION
,TM
ATED MANHOLE RISERS
FOR ACCESS AND
;SPACING PER
-R'S RECOMMENDATION)
ATED PIPES
E
SOIL
NORTH SYSTEM SHALL PROVIDE 9,830 CUBIC FEET AND SOUTH SYSTEM
SHALT. PROVIDE 5.054 CUBIC FEET. ALL PIPE SHALL BE PERFORATED AND
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER/SUPPLIER'S STANDARDS.
MANUFACTURER/SUPPLIER SHALL DETERMiIyE ACTUAL LENGTH OF SYSTEM PIPES
TO PROVIDE REQUIRED STORAGE, APPROXIMATE DIMENSIONS FOR NORTH SYSTEM
SHALL BE 426' LENGTH AND 13.75' WIDTH. APPROXIMATE DIMENSIONS FOR
SOUTH SYSTEM SHALL BE 214' LENGTH AND 13.75' WIDTH.
UNDERGROUND INFILTRATION LAYOUT.
1" = 2>_0"
40 1 4D
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
6
MEAN HIGH WATER ELEV = 3.25 4
MEAN TIDE ELEV = 1.70 —2
LOW WATER MARK ELEV = 0.14----0--
4
10
12
14
16
18
20
22
24
26
28
3
38
36
34
32
30
28
26
24
22
20
18
16
14
12
18
6
2
2
6
0
12
14
16
18
20
22
24
26
p 32p8
U+00 0+30 0+60 0+90 1+20 1+50 1+80 - - 2+10 2+40 2+70 3+00 3+30 3+60 3+J0
. WATER ELEVATION INFORMATION PROVIDED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION:
r3_`* SITE CROSS-SECTION
1 " = 30' HORZ., 1"= 10' VERT.
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1. NATIVE SOIL SHALL BE LOAMY SAND TO COARSE TO FINE SANDS. WHEN CLAYEY SUBSURFACE LAYERS
ARE ENCOUNTERED, THEY SHALL BE REMOVED AND REPLACED WITH SANDY MATERIALS.
2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
1 NORTH UNDERGROUND INFILTRATION CROSS --SECTION
NO SCALE
/1LV i1V 4/w.. VI V\V1�.1.1
NOTE:
1. NATIVE SOIL SHALL BE LOAMY SAND TO COARSE TO FINE SANDS. WHEN CLAYEY SUBSURFACE LAYERS
ARE ENCOUNTERED, THEY SHALL BE REMOVED AND REPLACED WITH SANDY MATERIALS.
2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
1 SOUTH UNDERGROUND INFILTRATION_ CROSS-SECTION
NO SCALE
n ngnr
OR REDUCING TEE FITTING
INDERGROUND SYSTEM
,,,.%_ VIALOLRGROUND
SECT ON INFILTRATION
CROSS-SECTION FOR
ADDITIONAL INFORMATION
INV. = 5.25-
A
UNDERGROUND SYSTEM
/SEE UNDERGROUND
INFILTRATION
CROSS—SECTION FOR
ADDITIONAL INFORMATION
ROOF DOWNSPOUT, SEE ARCHITECTURAL DRAWINGS
CAST IRON DOWNSPOUT BOOT, MCKINLEY
TYPE DS2, OR APPROVED EQUAL-N\,
GUTTER CONTRACTOR
SITE CONTRACTOR
FINAL GRADE, N OVERFLOW
SEE DRAWINGS
FQR ELEVATIONS -. '"'
6" PIPE AND FIRINGS
APPROX. 17.5'
1. USE WATER TIGHT JOINTS WHERE TWO PIPES ARE CONNECTED. ALL
CONNECTIONS SHALL BE WATERTIGHT.
1-3 ?PA S5
DOWNSPOUT CONNECTION
N0 SCALE
OVERFLOW ELEV = $.00
INV. = 6.25
FOOTING
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CONSTRUCnOH
1800 Perimeter Park Drive
Suite 100
Morrisville, N.C. 27560
Phone, 919 461-600D
Foy 1919) 461-W
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SEAL NOT VAUD UNLESS SIGNED AND DOM
Drawing Number:
c 1
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Duke Realty Job Number.
NCP--001
A/E Job Number:
NC4.05053

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Boring Al
Profile Description
Job #10289.52
Depth
Texture
Matrix
Mottle
USDA
USDA
(in)
Color
Color
Permeabilityinfhr
Estimated
KSAT infhr
U-14
Fill
Loamy Sard
2.5 Y 513
5-20
>14
14-18
Fill
Loamy Sand
2,5 YR 713
6-20
>14
16-21
Fill
clay
5 Y 2.511
5 YR 34
i7.0l
17.01-1714
21-24
Fill
Sand
2.5 Y 6l3
6-20
>14
Sand wl Few Shell
7.5 YR 4B
24-31)
Fragments and
2.5 Y 5I2
2.S Y V
6-20
�,14
Clay Lenses
Sand wl Fear Sh8ll
30-37
Fragments and
Gley1 4N
2.5 Y 54
6-213
>14
Clay Lenses
37-60
Fine Sand wl Few
Gley1
5-20
>14
Shell Fragments
4110Y
60+
Silt Loamwl
Gley1
0.6-2
014.1.4
Gamerted Sand
415GY
Seasonal High Water Table — 18"
Observed Water Table- 37
glue line at 33"
Boring 44
Profile Description
Job f#10299.a2
Depth
Texture
Matrix
Mottle
USDA
USDA
(in)
Color
color
Permeability infhr
Estimated
KSAT (inJI
0-10
Loamy Band wi
Y.5 y 513
5-20
P14
(Fill)
Shall Fragments
1 d-30
Fina Loamy Sand
2.6 y 6!3
-
8-20
--14
Fill)
%4 Shell Fragments
60.74
Fine Sand wl Shell
2,5 y 413
-
6-20
]14
Fragments
C oars efld a diem
74.+
Sant wl Shell
5 Y 411
-
6-20
�,14
Fragments
Seasonal High Water Table - 74'
Observed Water Table - 70"
Blue line at 74"
Boring #2
Profile Description
Jab 010239.S2
Depth
Texture
Matrix
IAottle
USDA
USDA
(in)
Color
:olor
Permeability infhr
Estimated
KSAT Inlhr
0-30
Loamy Sand
2.5 Y514
-
6-20
>14
Fill
30-56
Loamy an vl ew
6 Y 5l4
-
6-20
>14
Fill
Shell Fragments
55-62
Sand wi Few Shell
5 Y 4f3
10 Y 416
6.20
>14
Fragments
2.5 Y 411
Sand w1 Shell
62+
Fragments and
Gley1 4A
-
6-20
>14
Clay Lenses
Seasonal High Water Table-56"
Observed Water 7atl e - 57"
Blue lineat 62"
Boringis
Profile Description
Job # I0269.52
Depth
Texture
Matrix
Mottle
USDA
USDA
(ire)
Color
Color
Permeaibilityinfhr
Estimated
KSAT (infhr)
4-18
Loamy SandwIi
(Fill)
Few$liell
2.5YW3
6-20
�14
Fra ments
18-30
Flne Loamy Sand
(Fill)
wf FewShell
2.5 Y 712
5-20
-14
Fraciments
30-40
Fine Sand w! Few
2.6 Y 613
B-20
�,14
She N Fragments
40-52
Fine Sand wf Few
2.5 Y 4#4
6-20
14
She l F ra mants
CaaraelM adlum
Clay 1
52+
Sand wl Shell
Oley 1
450Y
6-20
p14
Fragmentsand
5f10Y
tenses)
Clay Lenses
Seasonal High Vora-erTable -52"
Observed Wale Table - 67"
Blue line it 52"
Boring #3
Profile Description
Jul #10254.52
Deri}t
Texture
matrix
moitle USDA
USDA
Color
Color Perme&Mhtyin�hr
Estill
R SAT r
0-48
Loemy5and vrf
2,5Y5f�
Fill)
Shell Fre nta
48-64
Sand Pr/ Shell
2.5Y 4 %3
1Frll)
Fragments
64-66
C]ey Lera w/ Shell
C31ey 1 3 f N
25Y 411 0 06-0.2
0.01-0.14
Fra ents
lOYR 3�6
SSndw/Shall
66 78
Fragments
G1ey14fhi
- I
�-14
78t
Sandy L oam wl
Oley 14 f N
- 2-6
1.4-14
Shell Fr nroenis
5eaMnEl High Water Table - 64"
O'nservredWater Table -74"
Blue line at 64"
30e
LEGEND
Location of soil boring.
%j Soil boring location number.
**NOT A SURVEY.
SHEET
1
OF
1
DATE: SCALE:
JUNE 23, 2006 NTS
PROJECT NO. DRAWN BY:
10298,S1 SM
DETAILED SOIL EVALUATION
NC PORTS AUTHORITY
- MOREHEAD CITY --
CARTERET COUNTY, NORTH CAROLINA
JUNE 2006
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] - Fax: [phone]
www.SandEC.com