SW7090814_APPROVED PLANS_20091204

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW D7 abl
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SCHEDULE OF DRAWINGS
SHEET NAME
J/
GENERAL NOTES
I . BOUNDARY INFORMATION, EXISTING LINEWOPK, AND EXIST
TOPOGRAPHY ARE AS PROVIDED BY BRAD L. SUITT * A55i
2. AERIALS SHOWN ON THESE PLANS ARE FROM CRAVEN CO
AND FLOWN IN 2007. AERIALS ARE FOR CONCEPTUAL PU
ONLY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERY 0'
EXISTING UNDERGROUND INSTALLATIONS, IN ADVANCE OF
EXCAVATING, BY CONTACTING ALL LOCAL UTILITIES AND Bl
PROSPECTING.
4. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN V
AROUND ALL EXISTING UTILITIES AND SHALL TAKE ALL NEC]
PRECAUTIONS TO PREVENT DISRUPTION OF SERVICES TO
CUSTOMERS.
5. EXISTING ELEVATIONS AS SHOWN ON THE5E PLANS ARE TO BE
TAKEN AS APPROXIMATED AND ARE TO BE FIELD VERIFIED.
G. REFER TO SECTION 02 100 FOR CLEARING $ GRUBBING
SPECIFICATIONS.
7. REFER TO SECTION 0222 1 FOR TRENCHING, BACKFILLING, t
COMPACTING SPECIFICATIONS.
5. REFER TO SECTION 02270 POP SEDIMENTATION * EK0510N
CONTROL SPECIFICATIONS.
9. REFER TO SECTION 02742 FOR PRECAST CONCRETE STRUCTURE
SPECIFICATIONS
I O.REFERTO SECTION 02930 FOR SEEDING AND MULCHING
SPECIFICATIONS.
I I . REFER TO SECTION 03300 FOR CAST -IN -PLACE CONCRETE
SPECIFICATIONS.
51Tf
mmlf5 C��
for
TOWN5HIP # 8 -CRAVEN COUNTY
NEW DERN, NORTH CAROLINA
JIIVIIVIIL.J VICINITY MAP
i5R 12 1 9) /"../0001
0
:OJECT SITE
HONDA DEALERSHIP
0 2 2009
7
\JVIH19 -�:) IT),
A .NI.'IR0NMENTAL
R JUALiTY
5vj 705 E 014
I COVER
2 EXISTING SITE PLAN
3 PROPOSED SITE
4 DRAINAGE � GRADING PLAN
5 DETAILS
G STORMWATER DETAILS
PROJECT REVISIONS
NO.
DE5CR/P7/ON
BY
DATE
L05 COMMENT5
JGT
9. l 6.09
2
CITYOFNEWBERN5rORMWA7ER
JGT
10.2.09
3
5TATE5FORM WATER
JGr
lO.Z0.9
OWNER/DEVELOPER
DDJ INVESTMENTS, LLC
203 BROOKVIEW DRIVE
JACK5ONVILLE, NORTH CAROLINA 25540
OFFICE: (252) 5 14-04G I FAX: [phone]
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
COPYRIGHT O 2009 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF THI5
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
=not
L DRAWINGSed for permits only,
sed for construction.
\\LIIlilll/l/ \\\LIII IIII '
IN CA
pI ., .\tt� CAR
o G �-
Ex' SEAL ='y S L�oai
_Z C-438 ¢' 1 471�/
;7 CAE,, G,,,,,,
v 1 91B13v,O`��Intlty
COVER
SITE IMPROVEMENTS
for
JIMMIES CREEK
MAXI -STORAGE
TOWNSHIP #5/CPAVEN COUNTY/NORTH CAROLINA
SCALE: I ": 1 000' 1 DATE: 5. 12.09
PROJECT #: 2009-OOG I SHEET: I of G

NOW OR FORMERLY
CRAVEN COUNTY BOARD OF EDUCATION
DEED BK 12 1 6, PG 537
CABINET E, SLIDE 305
DDJ INVESTMENTS, LLC
DEED BOOK 281 1, PG 0052
249,3 15 50 FT
5.72 ACRES
\,O /
\"O\
vo
FINAL PLAN OF
JIMMIES CREEK SUBDIVISION
of n-r �AMMicr c ci IMF � x n
PORTION DEED BK 1444, PG 53 � � � = ("A D
' ERN LINE 1 4' INGRESS -EGRESS -REGRESS
1 _ I
I \ _
PROP >f UTILITY EASEMENT AS DESRIBED
1 IN DEED BK 15 12, PG 857
Stormwater Pond 25.46, z=3 0.00' I
1 0� 9-4"5143"
' 6?
N
i hl I NOW OR FORMERLY I I I
o GARY H. * FHYLLI5 G. CARPENTER I I u �.. I DEED BK 1 268, PG 1 13 \ FINAL PLAN OF
ROBERT E. DUNN INDUSTRIAL PARK I
I . I PLAT CABINET F, SLIDE 137-H
I I �
J_ NOW OR FORMERLY \
2 GARY H. PHYLLI5 G. CARPENTER I
DEED BK 1835, PG 0225 I NOW OR FORMERLY \ I
u ( JOHN W. K JEAN H.
NOW OR FORMERLY j. I DEED BK 1549, PGG 3 3 14
CRAVEN COUNTY BOARD OF EDUCATION 1 404 Wetlands Bldg. A
DEED BK 1 2 1 6, PG 537 4,014 sf (total) - 1 3,000 sf N ORIGINAL PROPERTY
CABINET If, SLIDE 305 I (1solated) c I \ I
260' X 50' � o � I LINE AS CALLED FOR IN _ � I
F.F.E. = 22.0' 0.0 DEED BK 51 2, PG 857
`404 Wetland Fill
vo
FORMER NORTHERN R/W OF SEABOARD
COASTLINE RAILROAD (ABANDONED)
FORMER CENTERLINE OF SEABOARD
COASTLINE RAILROAD (ABANDONED)
I ➢ — J I DEED BK 1244, PG 94G \ \
21' RIGHT OF WAY) �/ \
Stormwater Pond
0
BED
141 INGRE55 EGRESS REGR
UTILITY EET AS
6 spaces @ 1 8' x 9 Q N DEED BK �5M2N PG 8575R
l
Pond TOTAL GAP AREA BETWEEN PROPERTIES
I �I �� n E .o .. 729 +/- SO FT
0.02 ACRES
1);
FORMER SOUTHERN R/W OF SEABOARD NOW OR FORMERLY
COASTLINE RAILROAD (ABANDONED) MARVIN L. RAINES, JR.
DEED BK I 17 1, PG 648
NOTE: SEE DEED BK 1 193, PG 594 FOR
AGREEMENT FOR FORMER RAILROAD
PROPERTY CONVEYED TO Z-K PROPERTIES
5 1' RIGHT OF WAY
1
1
1
1
1
NOW OR FORMERLY
STATE OF NORTH CAROLINA
DEED BK 790, PG 82G
I
I
I
I
I
I
NOW OR FORMERLY
THOMAS F. WEBB Al
KAREN F. WEBB
DEED BK 1459, PG 781
NCDOT
NTENANCE
IF LEGEND
SYMBOL
DESCRIPTION
PG.
DET
Property Lines/Right of Way Lines
-
_
________
Property Minimum Building Lines
-
-
_
Driveway Centerlines
-
-
404 Wetlands
_
_
404 Wetland Fill
Proposed Pavement
f�
Drainage Arrows
5
EC5
-0—o-
Silt Fence
5
EC2
®
Temporary Check Dam
5
EC3
I
Pipe Outlet Protection
5
EC4
Temporary Construction Entrance
5
EC I
Vegetated Buffer
_
_
Vegetative Shelf
_
_
Proposed Grades
_
_
Proposed Fence
_
_
La
Block * Gravel Inlet Protection
5
EC6
Limits of Disturbance
-
Bore Hole (5HW>- Check)
r
PROJECT REVISIONS
NO.
0E5CK1P7-I01V
BY
DATE
/
L05 COMMENT5
JGT
9. /C.09
2
CITY Of NEW BERN 57-09MWATER
JGT
/ 0.2. 09
3
5TATE5TORMWATER
JGT
/0.2.09
OWNER/DEVELOPER
DDJ INVESTMENTS, LLC
203 BROOKVIEW DRIVE
JACKSONVILLE, NORTH CAROLINA 28540
OFFICE: (252) 5 14-0461 FAX: [phone]
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 309 MECALF STREET
NEW KERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: (252) 63E-2448
' FINAL DRAWINGS
Released for permits only,
not released for construction.
\ ,`�tltlltuurt�� t`tt tt nCAtri r>>
1 .��3GINE � R L
f�! i
Ex' SEAL
C 438 :9 _ q S 47
o c '
r�19tat3t*`,,``. �� �tttT�o `l
PROPOSED SITE LAN
SITE IMPROVEMENTS
for
JIMMIES CREEK
MAXI -STORAGE
TOWNSHIP #8/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":40' 1 DATE: 8. 1 2.09
PROJECT #: 2009-OOG I SHEET: 3 of 6

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
PERMANENT
SEED SPECIFICATIONS
Type of Seed Minimum Pounds Per Acre (Ib/ac)
Tall Fescue KY 31 Var
50
Bermuda, Common-unhulled
20
Bahia, Pensacola Var.
50
Centipede
5
Total
125
DRAINAGE AREAS
i DA# I = 36,5G9 5F (0.88 AC)
DA#2 = 1 9, 1 10 5F (0.44 AC)
DA#3 = 52,505 5F (1 .2 1 AC)
��(� DA#4 = G3,529 5F (1 .4G AC)
DA#5 = G3,93 1 5F (1.47 AC)
i NON CONTRIBUTING - 11374 SF (0 88 A(-)
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P-1
30 inch RCP
17,52
I G_90'
125'
0 50%
P-2
30 inch CPP
I G.50'
I G.50'
79'
050%
P-3
30 inch GPP
I G, 50'
1 G.07'
43'
1,00 %
Pond outlet
3G inch CMP
I G, 50'
I GAO
40'
0.25%
NOW OR FORMERLY
CRAVEN COUNTY BOARD OF EDUCATION
DEED BK 12 1 G, PG 537 O(� / FINAL PLAN OF
E CABINET , SLIDE 305 20.zl.o'
20 5 \ v� JIMMIES CREEK SUBDIVISION
PLAT CABINET F, SLIDE C * D
21.0
� Azos'
O� / ` Fyisnue s w000 rwvnc "All
DDJ INVESTMENTS. LLC
DEED BOOK 251 1, PG 0052 �" '' E
249,3 1 8 5Q FT 9.9' \'0
5.72 ACRES
1 9.2'
NOW OR FORMERLY
CRAVEN COUNTY BOARD OF EDUCATION
DEED BK 12 1 G, PG 537
CABINET E, SLIDE 305
-� 22.0
20.5' I I
k�20 \0 ) I la
19.5'
20.5' 8 `..
c - 6 II o��o� I I I
2zo'
2zo
� o I , I
w000 phmrcr reace�
\ O— —
I az„ryLvz PIPE
1 iiiii 0.8' INFO ED C GREf
12' x 4' gUJALE D11CN
I I I
/
mre I I
\ Q exlsnNetr�°���nr1oN Ne °eeDDJ INVESTMENTS, LLC
DEED BK 281 I, PG 0052 m I I
1.2'
I
I
- - I
- � N
m�
I
2 l .o' � m
NP I
I
z I .o' I
zzo' w —
I
1 9.0 I
-- I20.0 Temp. Const. Entrance
�18 5 263.50
` 22.0' /^ 20.720.2 20.5 — Gra2 �g o�soo ... — — ��� 3 II 1 I I (�1 (�
FORTON ucw Dr 1 4 r� oo (�
, l�—
0, G'
J' -PERK LINE 14' INGRESS -EGRESS -REGRESS I
zl.o' � O UTILITY EASEMENT AS DESRIBED _
lStormwater Pond 20.0' N DEED BK 5 12, PG 857 I
z0' L=25.4G', R=3 0.00'21,01 \ I I T �i
d-4°51'43" I Y
INOW OK FORMERLY — Q
GARY H. 8 PHYLLIS G. CARPENTER I I I J
Temp. Silt Fence I DEED BK 1268, PG 1 13 I \ FINAL PLAN OF
-� (perimeter) I ROBERT E. DUNN INDUSTRIAL PARK
-
PLAT CABINET F, SLIDE 137-H I
I
NOW OR FORMERLY \
- - - - - GARY H. 8 PHYLLIS G. CARPENTER I
_ 9.$)DEED BK 1835, PG 0225 I NOW OR FORMERLY \ I
II I JOriN W. $ JEAN H. DUNHAM I
- . Wetlands ° DEED BK 1549, PG 3 14 —
o
1 4,01 4 5f (total) I \
N ORIGINAL PROPERTY
(isolated) o I LINE AS CALLED FOR IN — — — I
7�y z 1 .0., � DEED BK 15 12, PG 857
404 Wetland Fill
I _ _
(proposed)
FORMER NORTHERN KW OF SEABOARD
COASTLINE RAILROAD (ABANDONED)
—
FORMER CENTERLINE OF SEABOARD
COASTLINE RAILROAD (ABANDONED)
�}— — VIP- to
15.5') Pond
N
1
—
FORMER SOUTHERN R/W OF SEABOARD NOW OR FORME
COASTLINE RAILROAD (ABANDONED) MARVIN L. RAINE
DEED BK 1 17 1, P
NOTE: SEE DEED BK 1 193, PG 594 FOR
AGREEMENT FOR FORMER RAILROAD
PROPERTY CONVEYED TO Z-R PROPERTIES
LEGEND
SYMBOL DESCRIPTION JGProperty Lines/R1ght of Way LinesProperty Minimum BuildingLines
_ — Driveway Centerlines -
404 Wetlands - _
404 Wetland Fill
Proposed Pavement _ _
Drainage Arrows 5 EC5 �
M
(:D—o- S11t Fence 5 EC2 71
`i
® Temporary Check Dam 5 EC3 � >•h N
I Pipe Outlet Protection 5 EC4
Temporary Construction Entrance 5 EC I Z H
Vegetated Buffer _ _ I^
Vegetative Shelf _ _
Proposed Grades H
Proposed Fence - -
N
Block 8 Gravel Inlet Protection 5 ECG H
Limits of Disturbance
. VL
Bore Hole (5HWT Check) C
v
C � N
C�
GRAPHIC SCALE
40 20 O 40 ^
PROJECT REVISIONS
NO. DE5CRlPTION BY DATE
L03 COMMENTS JGT 9. l6.05
2 CITY OF NEW BERN 5TORMWATER JOT / 0.2. 09
3 5TATE 5TORMWATER JGT 10.2.09
W
OWNER/DEVELOPER r
DDJ INVESTMENTS, LLC W
203 BROOTH CA DRIVE
JACKSONVILLE, NORTH CAROLINA 28540
OFFICE: (252) 5 14-04G I FAX: [phone] uu
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 309 MECALF STREET
NEW BERN, NORTH CAROLINA 2b5G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2445
DEED BK 1244, PG 94G
1 / 2I' RIGHT OF WAY) �/ END NCDOT
r I
I _� MAINTENANCE
FINAL DRAWINGS
I —
/ _ Released for permits only,
' "1 I 1 _ — — — — _ — — — — — — not released for construction.
tormwater Pond �i �— ` _ _ —
ALT DRIVE _ _ _ ut,......
/ zz o zoao — — — 12' A5Pt1 _ \ 4 GIN , Jx g CA$
tPOR�',,
' 2zo 4' INGRESS-EGRESS-REGRESS,�
4 UTILITY EASEMENT AS DESRIBED \ , F = SEAL �- ? AL 9
_ - N DEED BK 15 2, PG 857 '. 438= 9
��x 2 1 .4' y,: ` ..
1 14
F O
21 s _ TOTAL GAP AREA BETWEEN PROPERTIES \ � �. CA��` ��� �, N ,»
, 58.36' 0.02 ACRES \,\l. '``,Ir�r 9r8
�',,`ll
V 21 8' r.A0.00�w f 1
Temp. Const. Entrance
�' ogl'5500"W 1 I NOW OR FORMERLY \ DRAINAGE AND GRA ING
' THOMAS F. WEBB E
50'IRIGHTOf WAY KAREN F. WEBB SITE IMPROVEMENTS
DEED BK 1 459, PG 781
1 I for
1 I JIMMIES CREEK
RLY MAXI —STO RAGE
S, JR.
G G48 1 NOW OR FORMERLY I STATE OF NORTH CAROLINA TOWNSHIP #8/CRAVEN COUNTY/NORTH CAROLINA
1 DEED BK 790, PG 82G
SCALE: 1 ":40' DATE: 8. 12.09
1 I PROJECT #: 2009-OOG SHEET: 4 of G

BRICK MAY BE USED TO
ADJUST FRAME € COVER
TO SURFACE ELEV. MAX I'
A p
p pop, p 800000 A INLET PIPEZF
a. 6" OUTLET PIPE '7� 8" A 8"
0 O O 00 ,O Op0 00 00 , 0000 0 �,o O 0 SECTION
�,00 0 opo0 0 0 0 o r C-C OR D-D x x
/ o0oo o$ 0 000 00 o
PUBLIC ROAD O p o p ,pop 0, sd SECTION X-X
dJ Opo 00U000 opo op06"
00 0 0,®, 0 COoo 00 BRICK MAY BE U5ED TO
O o O o NOTE: a' M
C O p 0 co C000p ADJUST FRAME C COVER I Y Vv
0 o Op O p p �p 0 1 . La 15 THE LENGTH OF THE RIPRAP APRON. 1/4 ' 8 TO SURFACE ELEV. MAX I' HEADER
o c o c 00 0 0 0 ,0 5 00 '0 EXP. JOINT = PLAN M
p0 opo o p0 1 0 000 0 2. d= .5 TIMES THE MAXIMUM STONE DIAMETER BUT 1/4„ COURSES O I ^r y
o o O p 0poo 00 0 opo 0 0o 00 3. NOA WELL DEFINT LESS THAN ED CHANNEL EXTEND THE APRON s T _ 1
oOpoc-, Oc op UP THE CHANNEL BANKS TO AN ELEVATION OF G" G. O = I--8+16�I ' '� '
O c 00 o ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE V ��
z PLAN O TOP OF THE BANK, WHICHEVER 15 LESS.OUTLET ELEVATION M
c 4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE
2" - 3" COARSE AGGREGATE o INSTALLED BETWEEN THE RIFRAP AND SOIL FOUN- G SECTION Y-YDATIONn
BASE TO BE MINIMUM G" IN DEPTH Ln
o La
0
12')
O
000 000 000000000
o08�00 o op 0 0 0 0
A5 RQ'D 1
a FILTER BLANKET
14' MIN.
SECTION A -A
DIMENSIONS FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
5AR5
COVER
DIMENSIONS
TYPE
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
A
B
AD -A
12"
2'-0"
2'-O"
2'-3"
2
3 '-I"
3'-4"
3'-4"
AD-B
15"
2'-0"
2'-0"
2'-G"
12
3'-I"
3'-4"
3'-4"
AD-C
18"
2'-4"
2'-4"
2'-9"
14
3'-5"
3'-8"
3'-8"
AD-D
24"
3'-0"
3'-0"
3'-3"
1 G
4'- 1 "
4'-4"
4'-4"
AD-E
30"
3'-4"
3'-4"
3'-9"
1 G
4'-5"
4'-6"
AD-F
3G"
4'-0"
4'-C"
4'-3"
20
5'-I"
5'-4"
5'-4"
AD-G
42"
4'-8"
4'-8"
4'-9"
22
5' 9"
0-0"
AD-H
48"
5'-0"
5'-0"
5'-3"
24
G'-1"
0-4"
AD -I
54"
5'-G"
5'-6"
5'-9"
2G
0-7"
6'-10"
G'-10"
ADJ
60"
G'-0"
6'-0"
0-3"
28
T-I"
7'-4"
7-4"
AD-K
66"
C-G"
G-G"
G'-9"
30
7-7"
7-10'
7-10"
GENERAL NOTES:I MORTAR TO 118'
CLA55 '15" CONCRETE
ONC ETE TO B THROUGHOUT.
7
3. G GRATES U NLE55 OTHERWISE INDICATED.
4. JUMBO BRICK WILL BE PERMITTED. CONCRETE B CR RCK OR 4" BOLE
CONCRETE BLOCKS MAY BE U5E1) IN LIEU OF CLAY KICK.
WQJ1'
�zw
N
'f
DETAIL EC I - CONSTRUCTION EXIT DETAIL DETAIL EC4 - PIPE OUTLET PROTECTION DETAIL SW I TYPICAL AREA DRAIN'
M�
Lu QH
>
o
VARIES AS DIRECTED BY ENGINEER J
I O MINIMUM
STAY WIRE5AT 12" INTERVALS BUILDING BUILDING
MIN. 1 2- 112 GAUGE TOP STRAND
O GAUGE MIN.'JODTAM& AM hly 1S h"I
V
LINE WIRES 5
2-112 GAUGE MIN
BOTTOM STRAND 4"/
10 GAUGE MIN.
v������/����
NATURAL GROUND NATURAL U ROUND �;
GENERAL NOTES: 5; 1 �`VARIES
FILL SLOPE > PROJECT REVISIONS
u 1 . WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL NO. DE5CRIPT/ON 6Y DATE
m N HAVE A MINIMUM OF G LINE WIRES WITH 12" STAY L DETAIL R I - TYPI CAL INVERTED CROWN Z
GROUND LINE SPACING. o Z05COMMENT5 JGT 9.16.05
FULLY GRASS STABILIZED
2. FILTER FABRIC SHALL BE A MINIMUM OF 30" IN WIDTH 2 Cl7YOPNEW6ERNSTORMWATER JGT 10.2.09
K AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS 3 STATESTORMWATER JGT 10.2.09
DIRECTED BY THE ENGINEER.
r
C) LLJ 3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE �,
O Lu OF THE SELF -FASTENER ANGLE STEEL TYPE.
(n WIRE 4. WOOD POSTS SHALL BE A MINIMUM OF GIN HEIGHT
FILTER F BRIC AND 3" OR MORE IN DIAMETER. WIRE FABRIC SHALL BE
N FASTENED TO WOOD PCSTS WITH NOT LESS THAN PROJECT SCHEDULING rW�
(� WIRE STAPLES 1-1/2" LONG. ^
CONSTRUCTION SCHEDULE •
I , WORK INCLUDED IN THESE DRAWINGS IS NOT TO BE COMPLETED PRIOR TO PROPER PERMIT OWNER/DEVELOPER
DOCUMENTS BEING OBTAINED. THE CONTKACTOR5HOULD NOTIFYTHE ENGINEER IF DDJ INVESTMENTS, LLC W Z
G DETAIL EC2 -TEMPORARY SILT FENCE QUESTIONS ARISE CONCERNING PERMIT STATUS. 203 13ROOKVIEW DRIVE W
DETAIL EC5 - TYPI CAL SWALE 2. CONTRACTOR IS TO SCHEDULE AND HOLD PRECON57­RUCTION CONFERENCE AT LEST ONE
WEEK PRIOR TO STARTING CONSTRUCTION. JACKSONVI5 1 NORTH CAROLINA:(52 21 4-2
3. INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AT LOCATIONS SHOWN IN OFFICE: (252) 5 14-04G 1 FAX: [phone] O
THE PLANS. INSTALL TEMPORARY SILT FENCING AS NEEDED. u
10, MwIM M 4. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINEDIN SUCH A MANNER CONSULTING ENGINEER ^ a
Nl� CARRY RIP -RAP UP AS TO MINIMIZE SOIL EROSION, SILTATION, OF DRAINAGE CHANNELS, DAMAGE TO EXISTING THOMA5 ENGINEERING, P.A. W
# 1 RIP -RAP (TYP) - \ I DES OF SPILLWAY VEGETATION, AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA. 1
r MIwMUM �_ � P.O. BOX 1309 - 309 MECALF STREET L�
FREEBOARD 5. COMPLETE SITE CLEARING. NEW BERN, NORTH CAROLINA 285G3
G. CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED. OFFICE: [phone] FAX: (252) 63G-2448 ^
7. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK DAMS,
a^INTO BANK #5 P'A5HED STONE INSTALL CATCH BASINS AND CULVERTS WITH INLET AND OUTLET PROTECTION, AND INSTALL
YP) SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPE DAILY. A
V4RE
8. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE
0 C, p000 Opoo 0 op o o SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
MAINTENENCE: .INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF WIRE SCREEN O Oo 0 0 O p0 O 00 OOO p00 9. COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
EVENT. 0 0 0 0 0 0 0 0 0o O o o I0.PERMANENTLY VEGETATE, AND MULCH. FINAL DRAWINGS 1.
2. REMOVE SEDIMENT ACCUMULATED 8EH'.".7 CAMS A5 NEEDED TO PREVENT DEWATERING O O C> pp0 O c, 0 00 O 00 Op0 O
TEMPORARY SEDIMENT 0 p p p I AFTER SITE S STABILIZED REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT Released for ermits onl
DAMAGE SE CHANNEL VEGETATION; ACLU:/THE CHANNEL TO DRAIN THROUGH h
THE STONE CHECK DAM AND PREVENT LARGE FLOW5 FROM CARRYING 5EDI- POOL 00 0
MENT OVER THE DAM. ADD STONES TO D4M AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CR055-5ECTION. 0 00000
0 00000 0 000
000 0000
SECTION A -A ['MIN o0p00000go ® G' -000
..:;;::0000 0000 0000000
CARRY RIP -RAP UP SIDES OF SPILLWAY SEDIMENT—�_ .,,,...::y� 80 '0000 0
00 000
;....
NOTE: KEY THE STONE INTO THE DITCH F WROPRINEEi 80 O 0
BANKS A MINIMUM OF 1 6" TO AVOID 2' MIN. �0000 0
WASHOUTS FROM OVERFLOW AROUND THE M O O 0
b00oo0o VEGETATION ON THE DISTURBED AREAS. not released for construction.
Q 00 0 1 2. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH 15 NOT ABLE TO LLL
000 opo BE GENERATED FROM THE 51TE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED
0 00 o BORROW FACILITY. ll,,,,I F� 00 p000 `,,Ttir�rtrrrrrl, lCA$rr,,r
0 8p p MAINTENANCE SCHEDULE °GtrrEr ° ,`' ��„
000 0 � 4
00 opo 3 OPERATION FOLLOWING EVERY RUNOFF PRODUCING WRAINBFALLHEV EVENT, BUT IN CASE NLDE55 o3G�g S AL �=
0 Q0 0 o THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN E = SEAL = a
80 0 o ALL PRACTICES AS DESIGNED. z C-438 ¢ _ - 147 _ �J
0 0 00 1 4.5EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE ~' IN ~$` C I N
0 0 0 0 0 80 0 o CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED %, CA?�o' %�
DAM f MAXIMUM SLOPE O p 00 p O O O O O O O O O 00 O �r ",n n, •• `,` �, ,,,u,,,o O.`�� K 1
/ I' MIN. FREEBOARD 00 0 0 0 0 0 0 0 0 p0 o O pp oo 0 WHEN THE SYSTEM NO LONGER DRAINS PROPERLY. , '� 1 9 83�`
0 O O O O p O 0 0 0 0 0 0 0 O rrq tNXN r t�rUUI 1
�di,o o p o p O 0 o p O p o p 0 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEMENT FENCE WHEN T BECOMES
- g0000 I TYPICAL CROSS SECTION o 0 00 0 °o 0 0o O C> 000 00 C o ABOUT G INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS I~I
#5 WASHED ` 000o goo o� 0 0 0 0 0 0 0 0 0 0 -�
FLOW— STONE oo ��oo o$0 00 0 p0 opo opo 0 00 00 0` NECESSARY TO MAINTAIN A BARRIER. ROADWAY EC D AILS
—TEMPORARY GRA5575'-100'AHEAD 8000800�$oe8ogo 1 G. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED Mr -I
0,,�o0� ACCORDING TO SPECIFICATIONS N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
OF CHECK DAM ` $00000000 �o oa'0o o'3'
DEN5EVEGETATIVE COVER. SITE IMPROVEMENTS
PLAN 17.PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21
#I RIP -RAP CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT for
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
A
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR JIMMIES CREEK
PLAN VARIES DEVELOPMENT.
MIN 18.30' VEGETATIVE BUFFER TO BE USED IN LIEU OF SILT FENCE, WHERE APPLICABLE. MAXI -STORAGE
1 9. POND TO BE USED AS WET DETENTION BASIN THROUGH THE DURATION OF THE PROJECT,
BASIN WILL BE CLEAN OF SEDIMENT PRIOR TO USE. TOWNSHIP #8/CRAVEN COUNTY/NORTH CAROLINA
20. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR
MAINTENANCE/EMERGENCY. SCALE: N.T.S. DATE: 8.12.09
DETAIL EC3 - TEMPORARY GRAVEL RIP -RAP CHECK DAM DETAIL ECG - BLOCK AND GRAVEL INLET PROTECTION
PROJECT #: 2009-006 SHEET: 5 of G
0

�C SCALE
20 10 0 20
5'
\
\
FILL TO NAT, GROUND
I F-/ BERM
100
Storage Bldg. B
2GO' X 50'
13,000 5f
F.F.E. = 22.0'
VEGETATIVE
5HELF
15' 15' -'V
-7.5-
Forebay
- 7.5-
5tormwater
9
Sro
- 2'
13
25'
STORAGE EL. 1 7.5'
PERMANENT POND EL. I G.5'
TOP OF BERM EL. 20.00'
9'
15'
Bldg. A
13,000 sf 6 spaces @ 8' X
2GO' X 50'
F.F.E. = 22.0'
Bore_ Hole
15.99�
9'
4
L
\1
\1
9 1
\ll
/
a
I404 Wetland FII1
�
(pj posed)
a
A
r
404 Wetlands
1 4,01 4 5f (total)
4
l
a
(Isolated)
I
emp.
Silt Fence
a
(perimeter)
e ( r
�
a
a
Perm. @ I G.5'
Perm. Pool @ 1 6.5'
a \\I
d Temp. 5torag-e- @- 1-7.55''
Temp. Storage @ 1 7.5'
Tr
e
:LG1
4.06
2
-1 1 FOREI5AY Ir 1 1 POND I r 2
CROSS SECTION "A -A" - FOREBAY POND LONGITUDINAL
MT5.
VEGETATIVE
VEGETATIVE
51-ELF
5HELF
5' O.O'
1 5.00'
G I .0'
1 5.0' S=
\
FILL TO NAT. GROUND E .20.0'
\
STORAGE EL. 17.5'
BED 3
PE WANENT POND EL. I G.5'
R-/ 1
OP OF BERM EL. 20.0'
10
1
EL 17.0
EL. 6.0'
POND
2 If I G.O
2
�I
r-
_
EL. 5.5'
CROSS
SECTION
"B-B" - MAIN POND
LONGINTUDINAL
N. T.S.
VEGETATIVE 5HELF PREPAKATION $ PLANTING
1. 501L PREPARATION - THE CONTRACTOR 15 TO EXCAVATE BEYOND THE FINISHED GRADE OF
THE VEGETATIVE 5HELF BY 1 2" IN ORDER TO INSTALL 1 2" OF MODIFIED FILL A5 INDICATED
BELOW.
2. THE VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINISHED GRADE THROUGH THE
PLACEMENT OF 1 2" OF MODIFIES SOIL. TH15 SOIL SHALL BE MODIFIED TO INSURE A 501L
PH OF APPROXIMATELY G, WITH A MINIMUM OF 10% ORGANIC MATTER. OFFSITE COMPOST
CAN BE USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL LIME CAN BE USED
TO INCREASE THE SOIL PH.
3. THE CONTRACTOR SHALL STRIP AND STORE SITE TOP501L PRIOR TO POND GRADING
ACTIVITIES FOR THE PURPOSE OF TOP DRESSING THE POND, AND BACKFILLING THE
VEGETATIVE 5HELF.
4. VEGETATIVE SHELF PLANTINGS, A5 INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAYS
OF GRADING ACTIVITIES. SHALLOW WATER PLANTS APE NOT TO BE INSTALLED BETWEEN
OCTOBER 15T AND MARCH 15T. IT 15 RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL 15T AND AUGUST 315T.
5. SLOW RELEASE FERTILIZER 15 TO BE INSTALLED TO EACH PLANT WHILE BEING INSTALLED.
SLOW RELEASE FERTILIZER SHALL FEED THE PLANTINGS FOR A MINIMUM OF 12 MONTHS.
FORMER NORTHERN RNJ OF SEABOARD
/111
COASTLINE RAILROAD (ABANDONED)
I
VEGETATIVE TRASH RACK WITH
5HELF CUT/FILL TO NAT. GROUND ANTI -VORTEX PLATE b TRASH
5' 10.0'-. 5' GUARD
/ STRAP
b" PVC SCH. 40
/ CUT/FILL TO NAT. GROUND
BERM
\ � I
VEGETATIVE COVER \
EL. 17.0' :SEE SPECIFICATIONS)
(TYP. )
PLANT VEGETATIVE 5HEL` WITH
TYPICAL SPECIES A5 51'C',NN POND
5'
f
E .20.0' /
CT/FILL TO NAT. GROUND
I BERM 3
VEGETATIVE COVER \
EL. 1 7.0' (5EE SPECIFICATIONS)
(TYP.)
PLANT VEGETATIVE SHELF WITH
TYPICAL SPECIES A5 SHOWN
5. 1 HE OWNER 15 TO INSURE THAT THE WET DETENTION BA51N AND VEGETATIVE 5HELF 15
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDURES ON FILE
WITH NCDENR.
6, FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING
SEASON, ALL PLANTS THAT DID NOT SURVIVE THE INITIAL APPLICATION SHALL BE
REPLACED AND/OR REINSTALLED.
7. WEEDING SHALL TAKE PLACE A5 NECESSARY IN ORDER TO EXPEL UNDESIRABLE
VEGETATION.
8. ALL PLANTINGS A5 INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR
PURCHASE INFORMATION. CONTAINER SIZES VARY, BUT TYPICALLY ARE OF DIAMETERS
LE55 THAN 4".
I - 3G" CMP 3GLF W/OP
5" PVC TEE
EL. 14.50'CAULKBp
ORIFICE CAP WATIF IGHTEAL ---PIPE MP
DRILL 2.5" PIPE CONC. 13 �B
DIA. HOLE ' e
12" �.
W u -
O _Ln
W
1251
3 I .4 -CONC. SLAB I I I/MIN.4"TYP.
OUTLET STRUCTURE DETAIL TRASH RACK DETAIL
N. T 5. N. T.S.
forebay
Pond
Total
forebay
Ford
Total
•�xa®e5®�V7
®®
' • •
-
� -:
�.. r .;-*_�..,-rig:
•
•
3
101 V Shelf 2-- PI Sw
Ar
Pr
Sw Ar
PI Sw
=
Ar 2 0
Perm. Pool
Z-- Sw Ar
P1
Sw
Ar P1
Sw - Ar
w
Pr Z �
O
Pond Graded 5011
/ Ar P1
Ar
P1
PI
1 2" Moclfied Sod
5w
Sw
Ar
Sw Z
SOIL MODIFICATION ` Ar = Arrowhead
(5aglttarla
loncglloba), PI =
Pickerel weed
(Pontederla
corada), 5w = Sweet
flag (AcorU5 5pp.)
VEGETATIVE
SHELF PLANTING
DETAIL (TYP.)
/ ":5'
77-f5
T REV1510N5
NO.ION BY DATE
f<NT5 J6T 9. l6.09
2 TORMWATER JGT 102.09
3WATFR JGT 10.2.09
4WATf`R JGT l 1.20.09
ONE
OWNER/DEVELOPER r
DDJ INVESTMENTS, LLC W
203 BROODRIVE
JACKSONVILLE, NORTHTH CA CAROLINA 28540
OFFICE: (252) 5 14-0461 FAX: [phone]
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 309 MECALF STREET
NEW BERN, NORTH CAROLINA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
FINAL DRAWINGS
Released for permits only, ' w
not released for construction. Ul)
llIl111ltf ffl I\ >>lllil AI?
`` 1GINE `''•, .•`4Sg cR0 t .
I _ Aj
F; SEAL 1014 t"
;o C-438 ¢
°. CA `
989�`,`
��rr`r�nnllllp``` `intlnll
POND D ETA 5
SITE IMPROVEM TS C�
for
JIMMIES CREEK
MAXI -STORAGE
TOWNSHIP #8/CRAVEN COUNTY/NORTH CAROLINA
SCALE: 1 ":20' DATE: 8. 1 2.09
PROJECT #: 2009-OOG SHEET: G of 6