55186_NC DOT_20100503

'c
❑ CAMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous permit#
UNew ❑Modification []Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources p �
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
-1 Rules attached
Applicant Name - f3 T
Address e r 0 f- s�, ' i a�
City Gtt� urn StateN C- ZIP o"2 %-13 Z.
Phone # (Z51.'V IZ- 7Vfax # (A54 `lIe2 - 'f 772
Authorized Agent e-14 ,r W P yr 1
Affected ❑ CW ❑ EW C'd OU ❑ ES [4f S
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑ FC:
ORW: yes / no PNA yes / nod Crit.Hab. yes / no
Project Location: County
Street Address/ State Road/ Lot #(s) ff.5-g- ! t CYO
Sebdiaisiep
City ZIP
Phone # O River Basin
Adj. Wtr. Body F »'-..n (nat.,/man unkn
ig
Closest Maj. Wtr. Body
Type of Project/ Activity �•� 'r_ *41 1: [Xi'f 4-4
` (Scale: ` )
Pier (dock) length
Platform(s)
Finger pier(s)—
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
I
--
i
-
t
1
4j
-
-.
—
--�
;-4
_
_
I
I
!
I
Beach Bulldozing
Other
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no -
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
I
-
River
❑ See
note
on back
regarding
Basin
rules.
n
Agent or Applicant Printed Name
Signature Please read 05mpliance statement on back of permit
t 40 0 6) w L3.3 7ql. f
Application Fee(s) Check #
P`rmitOfocer's Signature Il
Issui Da E)irati n Date
Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax: [phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

Bridge # 32 over Tretman Creek in Gates Ceunty

w
I
i,ELOCJf
' a LLOYD G. CARTER
n WOODED 5',UAMF
ti OB 76 PG 175 tz'NCODED SWAMP F
10 rr,
a ` m + + k.
oN WOODED SWAMP o-
4TAc D GUARDRAIL_ i s 6, s c.' �n j
�~s"14E STA. 13+13.92-L-_ s" c^�'`` +00+00 .
50'
55, 34.73' 1 f , BAR EA D
�1 �_ ���. �� Y PROPOSED R/W j;_a .l
sl \ x1 TING R/Yt �rl ` u , ��• s t'`� n
BEGIN CONSTRUCTION ! `�
STA. 10+00.00-L- -�� BEG !O" 7 z
82-A _ Z
+00 WL0` _ �+
-BL- POT +00.00 25, fi- _ ___
WLB—� � N
x n 9c O
Ln
+50 PROAOAAI SEU RiW rr O
BEGIN GUARDRAIL ,cxi�n�c pocc' "- =_
STA. II+38.92-L- `/ f-3T/ZS12I' x 5 5� /2fBo f25,e1 40 o OPOSEC R/w
1�G•oo6wCk> N611k(Dlk.Bo, +29.54
PI Sta 11+66.37 -L- 50'
L�= 1. 50, 51.6' (LT) CLAUDE E. SMALL, JR O
TYPE B-77 �,
D = 5'52' 56.1` LBM #It GR. ANCHOR CLASS 11R1P RAP
w0DF3 103 Pt; 129 (TYP.)
L = 329.55' 7+20 -BL- 33' RT W/FILTER FABRIC
T = 166.37' R/R SPIKE LOCATED
R = 974,05' IN BASE OF 10" GUM
ELEV = 7.54
WOODED SWAMP HIGHWATER MARK=9.6'
POINT NORTH EAST K u; SIDNEY SPUEY
'o.N
o HURRICANE I-LOYD
,k WBS. NO. 33744
NOTE. I ' COUNTY: GATES
1VIETHOII III CLEARIING, NOT TO EXCEED R/'rV LIyfITS STATION: 14+72,54-L-
REPLACES BRIDGE NO.32
$TATE OF NORTH CA>ROLI MA
PRELIMINARY PLANS
LO NOT USE FOR CONSTRUCTION PLAN VIEW OF BRIDGE
PLAN #32ON SR TROTMAN1100 CREEK OVER
(SCALE: I'=50') (29'-10'rT. CLEAR ROADWAY)
ecveslnMs w..r .a"0'
k0. tY DATE MO. NY OAT! 2
DRAWN BY a S. T. SANDOR DATE : JUNE/2009
CHECKED BY R. WEISZ DATE : JULY/2009
y. if ,^.dtlA.' � G+.AJ..i tySJ � "F•Crrty\y'4'86 doL �'y`. nit Ci .`. t7'+. "171 rr -ua sn__r�_r..:..:•
BM •10- STA. i3+20-BL-
953396.295
26885B9.006
BM *[I- STA.7+20-BL-
953386.295
2687977.468
--
PC-STA. 10+00-00-L-
953497.332
2687685.746
.11+66.37-L-
953431.534-L-
2687538.547
.13+29.55-L-
P
953420.183
2688004.524
.15+'30.31-L-
953406.588
2688204.821
3394.927
2688379.938
LPI-STA.17+05.81-L±9553:
TA.l8+7T.58-L.204
2688548.088
POINT
NORTH
EAST
BEG.OF CONSTR.
953497.332
2687685.746
STA.10+0.00-L-
ENO CONSTRUCTION
953492.336
2688705.717
STA. 20+37.67-L-
WORK POINT •1
953414.399
2688088.643
-L- STA. 14+13.92
WORK POINT "2
953412.362
2688119.745
-L- STA.14+45.02
WORK POINT 03
953408.605
2688175.098
-L- STA. 15+00.12
WORK POINT 44
953406.501
2688206.131
-L- STA. 15+31.17

bi
ti
0-1
!c.
-O
X
o a ALYjtN G•�UR'~'46 uX 4ca
:T :� •� Q� �p8 PG � { /
uo a_
SWA+AP
n
�NOODED
c END GUARDRAIL
STA. 16+56.17-L-
TYPE 350 GRAU
a ANCHOR (TYP.)
{
END GUARDRAIL
3TA. 16+31.17-L-
PI Sto 17+05.81-L-
=20' 27' 23.9' (LT)
D = 5' 53' 26.3'
L = 347.27'
T = 175.51'
R = 972.66'
5\4 AMP
VypQDE-D x
50'
50'
'� PROPp5E0 BMW
LpWELL JR �
HtL� AY�OOp NOLLpWELL.
AL�-X CLOg 138 PG 338
PRELIHINAitY PLANS
))O \OT L'Si? FOR CO.NSTRUCTIOV
D CONSTRUCTION
STA. 20+37.67
1r/� yec� /Bf93�Z9 ;e�
#1
ENO .Bo,eE
BM 0
13+20 -BL- 79' RT
R/R SPIKE LOCATED
IN BASE OF 10" GUM
ELEV = 2.60'
Y
'4 Oouo SW a nP
T
NOTES
1. THE QUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL
NUMBER OF TONS OF EACH CLASS OF RIP RAP WHICH HAS BEEN
INCORPORATED INTO THE COMPLETED AND ACCEPTED WORK. THE RIP
RAP WILL BE MEASURED BY BEING WEIGHED IN TRUCKS ON CERTIFIED
PLATFORM SCALES OR OTHER CERTIFIED WEIGHING DEVICES. THE
QUANTITY OF RIP RAP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE:
PLAIN RIP RAP CLASS I
END BENT N0.1 150 TONS
END BENT NO.2 190 TONS
TOTAL 340 TONS
2. THIS STRUCTURE HAS BEEN CESIGNED IN ACCORDANCE WITH HEC1S,
"EVALUATING SCOUR AT BRIDGES". MAY 2001.
3. DRIVE PILES AT END BENT NO.1 TO A REQUIRED BEARING CAPACITY OF
135 TONS PER PILE. THE REQUIRED BEARING CAPACITY IS EQUAL TO THE
ALLOWABLE BEARING CAPACITY WITH MINIMUM FACTOR OF SAFETY OF Two
PLUS ANY ADDITIONAL CAPACITY TO ACCOUNT FOR DOWN DRAG OR
NEGATIVE SKIN FRICTION AND SCOUR.
4. DRIVE PILES AT END BENT NO.2 TO A REQUIRED BEARING CAPACITY OF
130 TONS PER PILE. THE REQUIRED BEARING CAPACITY IS EQUAL TO THE
ALLOWABLE BEARING CAPACITY WITH A MINIMUM FACTOR OF SAFETY OF
TWO PLUS ANY ADDITIONAL CAPACITY TO ACCOUNT FOR DOWN DRAG OR
NEGATIVE SKIN FRICTION AND SCOUR.
5. DRIVE PILES AT BENT NO.1 AND BENT N0.2 TO A REQUIRED BEARING
CAPACITY OF 115 TONS PER PILE. THE REQUIRED BEARING CAPACITY IS
EQUAL TO THE ALLOWABLE BEARING CAPACITY WITH MINIMUM FACTOR OF
SAFETY OF TWO PLUS ANY ADDITIONAL CAPACITY TO ACCOUNT FOR
DOWN DRAG OR NEGATIVE SKIN FRICTION AND SCOUR.
6. THE ALLOWABLE BEARING CAPACITY FOR PILES AT END BENT NO. 1,
BENT NO. 1, BENT NO. 2, AND END BENT NO. 2 IS 50 TONS PER PILE.
7. INSTALL PILES AT BENT NO.1 TO A TIP ELEVATION NO HIGHER THE -44 FT.
8. INSTALL PILES AT BENT NO.2 TO A TIP ELEVATION NO HIGHER THE -40 FT.
9. THE SCOUR CRITICAL ELEVATION FOR BENT NO.1 AND BENT NO.2 IS
ELEVATION -15 FT. SCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR
POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.
10. TESTING PILES WITH THE PILE DRIVING ANALYZER (PDA)DURING DRIVING.
RESTRICKING OR REDRIVINC MAY BE REQUIRED. THE ENGINEER WILL DETERMINE
POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.
I1. OBSERVE A FIVE MONTH WAITING PERIOD AFTER CONSTUCTING THE EMBANKMENT
TO THE BOTTOM OF CAP ELEVATION BEFORE BEGINNING END BENT
CONSTRUCTION AT END BENT NO.1 AND END BENT NO. 2.
12. FOR EMBANKMENT MONITORING, SEE ROADWAY PLANS.
13. FOR EMBANKMENT MONITORING, SEE ROADWAY PLANS.
14. THE STEEL PILES SHALL BE GALVANIZED IN ACCORDANCE WITH THE
SECTION 1076 OF THE STANDARD SPECIFICATIONS.
15. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO
ALLOW DEBRIS TO FALL INTO THE WATER AND IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
16. TESTING PILES WITH THE PILE DRIVING ANALYZER FOR LRFD MAY BE
REQUIRED AT END BENT NO. I. BENT NO. I. BENT NO.2 OR END BENT NO.2
SEE PILE DRIVING ANALYZER FOR LRFD SPECIAL PROVISION.
SPECIAL NOTES ON PLANS
1. PILE RESTRIKES FOR LRFD MAY BE REQUIRED. SEE PILE RESTRIKE FOR LRFD
2. END BENT PILES TO BE DRIVEN THROUGH FRABIC FOR EMBANKMENT STABLIZATION.
ZVOT
METHOD IN CLEARING, NOT TO EXCEED RLW LIMITS
WBS. NO. 33744
COUNTY: GATES
STATION: 14+72.54-L-
REPLACES BRIDGE NO.32
STATE OF 4OR7N 8AROLO A
plSp R4�C�J� OF 171R&M3`PORVW?0©N
RAas)ao{
PLAN VIEW OF BRIDGE
#32 ON SR 1100 OVER
TROTMAN CREEK
(29-10-FT, CLEAR ROADWAY)
aQ9lL{OMB wr �o.
3
DRAWN BY : S. T. SANOOR
CHECKED BY : R. WEISZ
DATE :JUNE/2009
DATE :JULY/2009
01

/2><80 �2s`zr
R� c,�-rionJ f� r
p�Enl ecc 7
Sto. /a+oo
WP-2 c BENT l
Begin Pavement
EL-995
20
Construction
� Sta. 14+/392
Grade Break
WP-1 v Fill Face
Sto. 10+50
EL - 10.05'
EL = 8.4Z
OE STA14+0292
B
GlN APPROACH SLAB
10
ITYP)
Feather to Existing--
O
LREV2 11 12 13 14
l000.000000
0
/0
NOGAP
PRELIMINARY PLANS
DO NOT USH FOR CONSTRUCTION
5. S-00P DUNE/2009
DRAWN BY i DATE
CHECKED BYE R. WEISZ DATE DUL1/2009
1z 9 "IeT
C7✓� ,p/,I�zcriCaJA-G BazE
rt Bridau Sta. /4+7254
Cr. Grade Elev. - 9.86'
C STA/5+OOJ2
WP-3 c BENT 2
EL=9.77
Sta. 20*00
on struuationt
Sta. 15+3/J7
Grade Break
WP-4 a Fill Face Sta. is
+50.00
` EL - 9Z7' EL =
STA.15+42J7END
APPROACH SLAB
L�
�----___—_--_.-------__--
"s u ^ WL EXCAVATE Feather to Existing
,¢ S
PROFILE ALONG -L-
(SCALE: H:I"=80')
(V: 1'=101
001
WBS. NO. 33744
COUNTY: GATES
STATION: 14+72.54-L-
REPLACES BRIDGE NO. 32
STATE 09: NORTH CAROLONA
DEU)AR'TMENT OF
RAMEMN
PROFILE VIEW OF BRIDGE
#32 ON SR 1100 OVER
TROTMAN CREEK
(29'-10" CLEAR ROADWAY)
REVISIONS
IEO. BY DATE 00. OY OATS 4
a ....� ....,
26