20081187 Ver 2_2008_06_27 grantham storage permit drawings_20200507

SCHEDULE OF DRAWINGS
SHEET NAME
EROSION AND ,SEDIMENTATION CONTROL
N
� STORMWA TER MANAGEMENT PLAN
fog
TOWNSHIP # 7 - CRAVEN COUNTY
NORTH CAROLINA
1 COVER
2 SITE
3 DRAINAGE PLAN
4 EROSION CONTROL PLAN
5 WET DETENTION BASIN 1
6 WET DETENTION BASIN 2
7 DETAILS
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 NC STORMWA TER COMMENTS JGT 5.29.08
2 NC STORMWA TER COMMENTS JGT 6.25.08
SITE OWNER/DEVELOPER •
J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
NEW BERN, NC 28560
CONSULTING ENGINEER •
/ THOMAS ENGINEERING, P.A.
fy P.O. BOX 1309 - 309 MECALF STREET.
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
RALEIGH o 1�
COPYRIGHT © 2008 BY THOMAS ENGINEERING P.A.
1} ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
CHARLOTTE PROPERTYTHE OF THOM
NEITHER THIS DOCUMENT NENGINEERING
PART OF THIS •
0 0
O ✓`' DOCUMENT MAY REUSED, REPRODUCED OR
NEW BERN O TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND n ,
` RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
a gFINAL DRAWINGS
NORTH CAROLINA ;.. y`. Released' for per i s only
r`N y Not released for constructi n
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EROSION AND SEDIMENTATION CONTROL O
& STORMWATER MANAGEMENT PLANS --
for
UNITED SELF STORAGE
TOWNSHIP # 7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1":1000' DATE: 1/16/08
PROJECT #.. 2005-QJ9 SHEET: 1 of 7

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RIPARIAN BUFFER
NEUSE RIPARIAN BUFFER
1.
04' 16.51"E
WET DETENTION BA:
PERMENANT POOL AREA=
BEGIN BLUE LINE STREAM
AS DETERMINED BY NCDENR DWQ
55.49'
LEGEND
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Blue -Line Stream Buffers
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DESCRIPTION BY DATE
7
� .... O Q ° ° i / _ PHASE ONE �\
PHASE ONE - i - ° o - \ \ \ \� I NC STORMWA TER COMMENTS JGT 5.29.08
I,zav sF REFOREsrATION �._. - 2 NC STORMWA TER COMMENTS JGT 6.25.08
C/L BLUE LINE STREAM /.,.. W/ WOODY SPECIES
\ WET DETENTION BASIN #I _ ter' �'^- NEUSE RIPARIAN BUFFER
PERMENANT POOL AREA=3,000SF+/- /_.-- - I,.,.� ZONE "I"
....�...., '* NEUSE RIPARIAN BUFFER
ZONE
S64° 31' 46.51 "W O
1160.87'
OWNER/DEVELOPER
*5�,✓` ya-YV PTIFBLEDITCH
OBED
J.K. WILLIAMS PROPERTIES, LLC
' 0
NEW BERM, NC 28560
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
29 ,GCS �,�-e�`'�`
Q 1�� P.O. BOX 1309 - 309 MECALF STREET.
NEW BERM, NORTH C28563
OFFICE: [phone] FAX:AX: (25(252) 636-2448
.ter.- �,.°�-- �.-'�' '.. ��,.��,,°� �,`� �.. �,�-`�' • �'
FINAL DRAWINGS
�,� Released for permits only,
Not released for constructi n
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�yG SITE PLAN
04� EROSION AND SEDIMENTATION CONTROL
�V-T & STORMWATER MANAGEMENT PLANS
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UNITED SELF STORAGE
OWNSHIP # 7/CRAVEN COUNTY/NORTH CAROLINE
SCALE: 1":50' DATE: 1/16/08
r ^ / PROJECT #: 2005-019 SHEET: 2 of 7
A

GENERAL NOTES
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACE WHEN THE SYSTEM NO
LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR
TO STARTING CONSTRUCTION.
6. INSTALL CULVERTS WITH INLET/OUTLET PROTECTION AT
CONSTRUCTION ENTRANCES/EXITS.
7. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
8. COMPLETE SITE CLEARING.
9. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
10. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS
AND CHECK DAMS, INSTALL CATCH BASINS AND CULVERTS WITH
INLET AND OUTLET PROTECTION, AND INSTALL SEDIMENT FENCE AS
NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE DAILY.
11. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND
MULCH IMMEDIATELY.
Pipe Data
Pipe
Diameter
Material
Invert Fl.
Outlet Fl.
Length
Slope
#
in
ft
ft
IF
%
1
24
RCP
17.00
15.00
112.00
1.79
2
36
RCP
14.30
14.00
96.00
0.31
�N19' 37' 10.49"W
102.43'
12. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH
GRAVEL.
13. PERMANENTLY VEGETATE, AND MULCH.
14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
15. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES
AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
16. ESTIMATED TIME BEFORE FINAL STABILIZATION - 4 MONTHS
17. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITH 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
18. ALL ROOF DRAINS ARE TO BE DIRECTED TO DRAIN THROUGH THE
ONSITE STORMWATER POND.
19. THIS SITE CONTAINS NO 404 WETLANDS. THE BLUE LINE TRIBUTARY
TO BRICES CREEK, WHICH IS SUBJECT TO NEUSE RIVER BUFFER
RULES, IS CURRENTLY UNDER APPEAL.
20. P-1 & P-2 ARE CONSTRUCTED FOR CONVEYANCE OF OFFSITE
STORMWATER ONLY.
21. DOUBLE GRATES & FRAMES ARE TO BE USED ON AREA DRAINS FOR
INLET CONTROL.
22. POND TO BE USED AS WET DETENTION BASIN THROUGH THE
DURATION OF THE PROJECT, BASIN WILL BE CLEAN OF SEDIMENT
PRIOR TO USE.
23. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN
FOR MAINTENANCE.
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PERMANENT POOL
ELEV: 16.75'
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NEUSE RIPARIAN BUFFER /
ZONE "I" /
/ WET DETENTION BA;
/ PERMENANT POOL AREA=
04' 16.51 "E /
I
TIE SWALE TO POND
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80 LF GRASSED SWALE
V y t L BEGIN SWALE
I �
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(TO BE FILLED)
rxnrmnn I:r cvInn � J
WET DETENTION BASIN #1
ENANT POOL AREA = 3,060SF +/-
VEG. SHELF BOTTOM /
� ELEV: 17.5' y
PERMANENTPOOL
IVEG. SHELF TOP 4 ELEV: 18.0'
TO DRAIN
S64° 31' 46.51"W
1160.87'
0
C
J
ELEV V195E TO POND l J�'`� ' / f
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i
RIP RAP SH01
PROTECTION
olOVED O O 0 0 0 O
o o PIPE INCLUDED IN
__ 0000O �0 PHASE ONE
1,169 SF REFORESTATION ._
NEUSE RIPARIAN BUFFER
I NEUSE RIPARIAN BUFFER I
ZONE "1"
BEGIN BLUE LINE STREAM
AS DETERMINED BY NCDENR DWQ
I NEUSE RIPARIAN BUFFER I
54' 56.49"E
LEGEND
Property Lines/Right of Way Lines
Blue -Line Stream Buffers
Pipe
�-
Drainage Arrows
P-#
Pipe Call Out
DA-
Drainage Area Label
0
XXX
Existing Utilities
�--�o-
Silt Fence
Limits of Disturbance
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
-`..:
Proposed Driveways
Proposed Buildings
,A- _
50 25 0 50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
I NC STORMWATER COMMENTS JGT 5.29.08
2 NC STORMWATER COMMENTS JGT 1 625.08
OWNER/DEVELOPER
J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
NEW BERN, NC 28560
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET.
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
FINAL DRAWINGS
Released for permits o ly,
Not released for construction
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DRAINAGE PL
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& STORMWATER MANAGEMENT PLANS
for
UNITED SELF STORAGE
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STOWNSHIP # 7/CRAVEN COUNTY/NORTH CAROLINA■
SCALE: 1":50' 1 DATE: 1/16/08
PROJECT #: 2005-019 1 SHEET: 3 of 7

TEMPORARY SEED SPECIFICATIONS
TYPE OF SEED
MINIMUM POUNDS PER ACRE (lb/ac)
TALL FESCUE (KY. 31 VAR.)
50
BERMUDA, COMMON-UNHULLED
20
BAHIA, PENSACOLA VAR.
50
CENTIPEDE
5
TOTAL
125
�ptiQQ 11Z9
N19° 37' 10.49"W
102.43'
S64° 25' 47.51 "W
PERMANENT SEED SPECIFICATIONS
TYPE OF SEED
MINIMUM POUNDS PER ACRE (lb/ac)
TALL FESCUE (KY. 31 VAR.)
50
BERMUDA, COMMON-UNHULLED
20
BAHIA, PENSACOLA VAR.
50
CENTIPEDE
5
TOTAL
125
alp
LEGEND
Property Lines/Right of Way Lines
Blue -Line Stream Buffers
Pipe
��—
Drainage Arrows
r #
Pipe Call Out
Da-
Drainage Area Label
0
xxx
Existing Utilities
�-- o---o-
Silt Fence
Limits of Disturbance
Temporary Check Dam
'
Pipe Outlet Protection
Temporary Construction Entrance
Proposed Driveways
Proposed Buildings
S23° 54' 56.49"E
SON
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-------------
N62° 04' 16.51'E
1304.99' L '
50 75 �.) 50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 NC STORMWA TER COMMENTS JGT 5.29.08
2 NC STORMWA TER COMMENTS JGT 6.25.08
01
l 1 S640 31' 46.51 "W O
1160.87' O 6
OWNER/DEVELOPER
U J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
�J
Y�+ NEW BERN NC 28560
V
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET.
O NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
FINAL DRAWINGS
Released for permits only,
Not released for construction
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EROSION AND SEDIMENTATION CONTROL
& STORMWATER MANAGEMENT PLANS
for
UNITED SELF STORAGE
OWNSHIP # 7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1":50' DATE: 1/16/08
PROJECT #: 2005-019 SHEET: 4 of 7
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1304.99'
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WET DETENTION BASIN #1
PERMENANT POOL AREA = 3'000SF+/-
VEG. SHELF BO
ELEV: 17.5'
PERMANENTPOOL
ELEV:
PROPOSED RIP RA \
ELEV: 19.25'
WIDTH: 5'
LENGTH: 30' \\ .
VEG_I SHELF TOP
[ELEV: 18.0'
WEIR ELEV: 19.25'
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VEGETATIVE VEGETATIVE
SHELF SHELF
TYPICAL VEGETATED SHELF SPECIES
Botanical Name Common Name
Alisma spp.
Water lantain
Acorus spp.
Sweet flag
Alo ercurus howellii
Foxtail
Canna lily
Bengal Tiger canna
Cladium 'amaicense
Sawgrass
C erus aristatus
Flat sedge
Iris hexa ona
Hexagonal Iris
Iris nelsonii
Nelson's Iris
Iris prismatica
Slender Blue Iris
Iris vier inica
Blue Flag Iris
Iris versicolor
Blue Flag Iris
Iris fulva
Copper Iris
Juncus effusus
Softrush
Le tochloa fasicularis
Salt meadow grass
Ludwi is spp.
Primrose willow
Oryza sativa
Rice
Peltandra ver inica
Arrow Arum
Planta o major
Common Plantain
Pontederia cordata
Pickerelweed
Sa ittaria latifolia
Duck Potato
Sa ittaria lancifolia
Bullton ue
Sa ittaria lon iloba
Arrowhead
Saururus cernuus
Lizard Tail
Scir us americanus
Three- uare bulrush
Zizania a uatica
Wild rice
Zizaneopsis miliacea
I Water millit
CROSS SECTION "B-B"
N.T.S.
64' 31' 46.51 "W
160.87'
VEGETATIVE
SHELF
SECTION
VEG. SHELF BOTTOM
ELEV: 16.5'
ELEV: 18.:
'Vg2TH: 5'
PERMANENTPOOL
❑F
POOL AREA = 3,200 SF +/-
JD CAP W/ 1" HOLE
S' BERM
@ ELEV. 17.75'
SCREW PLUG \ VEG. SHELF 4'
FOR MAINTENANCE
6" X 6" X 6" TEE 6" SCH 40 PVC TO DRAIN AO
RECEIVING PERMANENT POOL
STREAM S�
TYPICAL OUTLET PIPE POND BOTTOM
N. T. S.
EL. 10.0'
CROSS SECTION "C-C"
N.T.S.
VEGETATIVE
SHELF
I VEG. SHELF TOP I
LEGEND
Property Lines/Right of Way Lines
Blue -Line Stream Buffers
Pipe
�—
Drainage Arrows
P #
Pipe Call Out
DA-
Drainage Area Label
0
XXX
Existing Utilities
�--o --�
Silt Fence
Limits of Disturbance
Temporary Check Dam
tjO
Pipe Outlet Protection
Temporary Construction Entrance
..:
Proposed Driveways
Proposed Buildings
A
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IAA
t
PROJECT REVISIONS
® DESCRIPTION
m�
NC STORMWA TER COMMENTS
OWNER/DEVELOPER
`.
J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
\,
NEW BERN, NC 28560
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET.
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
NEUSE RIPARIAN BUFFER
ZONE "2"
FINAL DRAWINGS
Released for permits only,
Not released for constru tion
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WET DETENTION IN I
EROSION AND SEDIMENTATION CONTROL
& STORMWATER MANAGEMENT PLANS
for
UNITED SELF STORAGE
OWNSHIP # WRAVEN COUNTY/NORTH CAROLINI
SCALE: 1 ":20' DATE: 1 / 16/08
PROJECT #: 2005-019 SHEET: 5 of 7

TYPICAL VEGETATED SHELF SPECIES
Botanical Name Common Name
Alisma spp.
Waterplantain
Acorus spp.
Sweet flag
Alo ercurus howellii
Foxtail
Canna lily
Bengal Tiger canna
Cladium 'amaicense
Sawgrass
Cyperus aristatus
Flat sedge
Iris hexa ona
Hexagonal Iris
Iris nelsonii
Nelson's Iris
Iris prismatica
Slender Blue Iris
Iris vier inica
Blue Flag Iris
Iris versicolor
Blue Flag Iris
Iris fulva
Copper Iris
Juncus effusus
Softrush
Le tochloa fasicularis
Salt meadow grass
Ludwi is spp.
Primrose willow
Oryza sativa
Rice
Peltandra ver inica
Arrow Arum
Planta o major
Common Plantain
Pontederia cordata
Pickerelweed
Sa ittaria latifolia
Duck Potato
Sa ittaria lancifolia
Bullton ue
Sa ittaria lon iloba
Arrowhead
Saururus cernuus
Lizard Tail
Scir us americanus
Three- uare bulrush
Zizania a uatica
Wild rice
Zizaneopsis miliacea
Water millit
RIP RAP SLOPE
TO BERM AT 2.5:1
5'
RIP RAP WEIR
T P KC TTT = ') P
RIP RAP SLOPE
TO BERM AT 2.5:1
5'
POND TOP: EL. 19.0' 1 1 1 1 POND TOP: EL. 19.0'
CROSS SECTION "F-F"
N.T.S.
WEIR SECTION "D-D"
WEIR ELEV: 18.25'
—2" X 12" CCA TREATED WEIR, SPIKED
o�
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RIP —RAP 36"
RIP —RAP
/
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TYPICAL OUTLET PIPE POND BOTTOM
N.T.S.
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CROSS SECTION "E-Ell
N.T.S.
a
E
LEGEND
Property Lines/Right of Way Lines
Blue -Line Stream Buffers
Pipe
Drainage Arrows
P # Pipe Call Out
DA- Drainage Area Label
I U Existing Utilities
�--�� I Silt Fence
UXXXI Limits of Disturbance
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
:;..: Proposed Driveways
Proposed Buildings
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 NC STORMWA TER COMMENTS JGT 5.29.08
2 NC STORMWA TER COMMENTS JGT 6. 15. 08
OWNER/DEVELOPER
J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
NEW BERN, NC 28560
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET.
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
FINAL DRAWINGS
Released for permits onl Ln
Not released for construct
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T DETENTION BASIN 2
EROSION AND SEDIMENTATION CONTROL
& STORMWATER MANAGEMENT PLANS
for
UNITED .:SELF _STORAGE
fI OWNSHIP # 7/CRAVEN COUNTY/NORTH CAROLINA:
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SCALE: 1":20' 1 DATE: 1/16/08
PROJECT #: 2005-019 1 SHEET: 6 of 7

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::•::.•::.::::.•.•.•:.• :::::..::....... •::::•:::•.::::::::::::::::.:............
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/\�/\�/\�/\�/\�/\�/\�/\�/\� = 0 0 o o� o 0 0 0 0 0 0 0=/\\/\\/\\/\\/
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AGGREGATE BASE
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TO MINIMUM 6"
IN DEPTH
==-
___________-__ _______- =____-
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Da SECTION A -A FILTER BLANKET
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GENERAL NOTES:
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AS R 'D
1. La IS THE LENGTH OF THE RIPRAP APRON.
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14 MIN
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
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CONSTRUCTION EXIT DETAIL
BANKS TO ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER
DEPTH OR TOO THE TOP OF THE BANK, WHICHEVER IS LESS.
N.T.S.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
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PIPE OUTLET PROTECTION
N.T.S.
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VARIES AS DIRECTED BY ENGINEER
10' MINIMUM
STAY WIRES AT 12" INTERVALS
MIN. 12-1/2 GAUGE —TOP STRAND
FILL SLOPE
10 GAUGE MIN.
M N
BUILDING
GROUND LINE LINE WIRES
12-1/2 GAUGE MIN.
�—BOTTOM STRAND
10 GAUGE MIN.
0 W SCALE:
v WIRE
FILTER
44"�l'
FABRIC
—
_ _ _
MI
11-III dI1=1I
-IFF-
11 I_i I I_I i I-1 11_I 1_ 1 I I-11 I-1 I M1 11^I 11=1 11=1 1I-
/�// GENERAL NOTES:
-III-III=III=III=III=III-1 I 1=III=III
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6„ 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
j=III--III-III=
((I —I 1 (, I I l I-11_1(=1 I I I 1=) I I i , (! (— I ((—
PROJECT REVISIONS
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING
)—III-1
NO.
DESCRIPTION
BY
DATE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN-
1
NC STORMWATER COMMENTS
JGT
5.29.08
2
NC STORMW,4TER COMMENTS
JGT
6.25.08
GINEER.
3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WOOD POSTS SHALL BE A MINIMUM OF 6 FEET IN HEIGHT AND 3
INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOOD POSTS WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG.
TYPICAL SECTION INVERTED CROWN
—
N.T.S.
TEMPORARY SILT FENCE DETAIL
N.T.S.
OWNER/DEVELOPER
J.K. WILLIAMS PROPERTIES, LLC
3313 US HIGHWAY 70 E
Cd
NEW BERN, NC 28560
®
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CONSULTING ENGINEER
THOMAS ENGINEERING,
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P.A.
P.O. BOX 1309 - 309 MECALF STREET.
t-a
NEW BERN, NORTH CAROLINA 28563
SHEETED OPEN
TRENCH TRENCH
OFFICE: [phone] FAX: [phone]
A4,1
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SELECT MATERIAL
COMPACTED IN 6" LIFTS —
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oil
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FINAL DRAWINGS
Released for permits only,
Not released for construction
24" MAX 2A X—
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SELECTED MATERIAL 12" MIN 6" MIN
COMPACTED IN 3" LIFTS
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I I' NOTE: BELL HOLES
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UNDISTURBED EARTH NOT SHOWN
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DETAILS
EROSION AND SEDIMENTATION CONTROL
& STORMWATER MANAGEMENT PLANS
STANDARD EXCAVATION
for
UNITED SELF STORAGE
TYPICAL TRENCHING
TOWNSHIP #''CRAVEN COUNTY/NORTH CAROLINA
SCALE: N.T.S.
DATE: 1/16/08
N.T.S.
PROJECT #: 2005-019
SHEET: 7 of 7