20160493 Ver 1_Application_20140929

Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replacement of Bridge 227on SR 1006 over Rocky River
2b. County: Cabarrus
2c. Nearest municipality / town: Mount Pleasant
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4972
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
1

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

2

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.3137 Longitude: - 80.4788
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 3.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Rocky River
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin-Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Forestland interspersed with residential development
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
188
3d. Explain the purpose of the proposed project:
To replace a structurally deficient (and/ or) functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
Replace an existing 201’ five span concrete girder bridge with a four span, 380’ box beam bridge on the existing
alignment. Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: NCDOT
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

3

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
Site 1 P T Yes
No
Corps
DWQ
Site 2 P T Yes
No
Corps
DWQ
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
Site 5 P T Yes
No
Corps
DWQ
Site 6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts

2h. Comments: The two wetlands onsite will not be impacted by the project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
Site 1 P T Temp
Causeway Rocky River PER
INT
Corps
DWQ 36 43
Site 1 P T PER
INT
Corps
DWQ
Site 1 P T PER
INT
Corps
DWQ
Site 4 P T PER
INT
Corps
DWQ
Site 5 P T PER
INT
Corps
DWQ
Site 6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 0 Perm
43 Temp
3i. Comments:
4

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts

4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or
purpose of pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavat
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

5

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason for impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments: Project is not on the main stem of the Catawba

6

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The new structure has been designed with no permanent impacts to surface waters.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Grass lined ditches will be utilized for stormwater runoff treatment.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
If no, explain: No permanent impacts
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

7

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).

6h. Comments:

8

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No

1b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: If required from 1a, see attached buffer permit drawings. Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):

Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A

9

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable

10
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R
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TOTAL LENGTH OF TIP PROJECT B-4972 = 0.256 MI
LENGTH OF STRUCTURE TIP PROJECT B-4972 = 0.072 MI
LENGTH OF ROADWAY TIP PROJECT B-4972 = 0.184 MI
G. E. BREW PE
CABARRUS COUNTY

GRADING, PAVING, DRAINAGE AND STRUCTURE
25 50 10050
25 50 10050
5 10 20 10
D
*T
=
=
=
=
=
=55
%
%
MPH
ADT
ADT 2035
%

4
(RURAL LOCAL)
* TTST 3 %+DUAL 10%
SUB-REGIONAL TIER
NSRS 2007NAD 83/
2014
V
10
55
0
0
0
PROFILE (HORIZONTAL)

PE

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
9
:
3
3
:
5
3

A
M
.
.
.
\
b
-
4
9
7
2
_
h
y
d
_
p
r
m
_
t
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
1000 Birch Ridge Dr., Raleigh NC, 27610
T
I
P

P
R
O
J
E
C
T
:
D
E
P
A
R
T
MEN
T
O
F TRANSPORTA
T
IO
N
S
T
A TEOFNORT
H
CAR
O
LI
N
A
B-4972
40096.1.1 BRSTP-1006 (32)
B
-
4
9
7
2

C
O
N
T
R
A
C
T
:

JUNE 25, 2014
BRIDGE NO. 227 OVER ROCKY RIVER ON SR 1006
2342
1145
1125
1144
1124
1103
1103
1251
1181
1252
1125
1125
1125
1179
Flows
Store
1231
1146
1146
1132
1132
1271
1127
1106
1275
1174
1149
2670
2671
1256
1120
1123
11231125
1123
1108
1107
1100
1100
1100
1230
1177
1145
1187
1187
2334
1236
1235
1147
1105
1105
1190
1268
1267
1006
1006
2348
1006
1006
1100
1100
1104Smith Rd.
Hartsell
Rd.
Loving
Rd.
1143
1143
1143
1183
1142
1142
1253
1145
2363
2362
2364
2678
1151
2343
2329
1292
1295
1294
2308
1292
1292
1293
2310
2309
1148
1148
2313
2314
2359
2359
2360
2361
1152
1147
Holt
Bethel
SchoolDr.
Wesley
Dr.
Rd.
Howell
Rd.
Brook
Rd.
Sossoman Spring
Rd.
Helmdale
Rd.
Rd.
Sam
Gray
Bark
Rd.
CarrikerRd.Spring
Dr.
Rd.
Cal
Bost
Jim
Kiser Rd.
Wickersham Rd.
Barkley
Rd.
Lamar
Rd.
Christopher
Ln.
Harvell
Dr.
John
White
Rd.
Pineleaf
Cir.
SapytaLn.
BaptistLn.
Dakieta
Cir.
Joyner
Rd.
Edgefield
Rd.
Georgeville
WagonwheelLn.
WaldenLn.ForsytheLn.
Sagebrush
Cir.
Palafox
Dr.
Erinbroo
k
Dr.
Parks
Lafferty
Rd.
Parks
Lafferty
Rd.
Ray
Link
er
Rd.
Vanderburg
Dr.Biggers
Rd.
RiverBendRd.
Rd.
Breezy
Ln.
Bostwood
Ln.
Clara
Cir.
Watson Dr.MarilynCt.
Rd.
Church
Rd.
Barrier - Georgeville
Reed
Mine
Rd.
Reed
Mine
Rd.
Rd.
Flowes
Vander
Horse
Dr.
Ashley
Dr.
Pinckney
Ct.
Old
wagon
Ln.
Meeting
St.
Flowes
Store
Rd.
Store
Rd.
mt.
Pleasant
Plea
sant
Mt.
Rd.
Sossoman
Rd.
Sossoman
Jim
Rd.
Troutman
Rd.
Trou
tman
Rd.
Little
Buffalo
Creek
Ro
c
k
y
River
River
Rocky
River
Creek
Meadow
Creek
Anderson
And
erson
Anderson
Creek
Creek
Creek
Robert
Rd.
Bost
Robert BostRd.
DevelopmentCenterRd.
McManus
Rd.
Hartsell
Hartsell
Rd.
Rd.
%601
%601
%601
(24
27
(24
27
(200
(200
(200
dR
dR
2711
2713
2714
2715
2714
Maple Bluff Lane
Willow Grove Lane
Running Deer Dr.
2713
2398
Staff
ord Farm Rd.
3005 3007
3003
3008
3002
Haydens
Way ChanelCt
3009
Birdsong
Ln.3010
Snow
Crest
Dr.
G
G
GCedar GroveCh.
F
HG
jEbenezer School
jBethel
School
Saint Martins
Church
FBogers Chapel
ChurchPine Bluff
FEbenezer Church
Locust
Timothy Dr
Jason Dr 2719KirklandDriveCourt
Court
Lane
Ashebrook
EastridgeFirethorne
3001
3001
3002
1006
10,800
13
4,420
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT
SITE
VICINITY MAP
OFFSITE DETOUR
-L-SR 1006
R
O
C
K
Y

R
I
V
E
R
PC Sta. 27+68.10
PT Sta. 26+41.97
PC Sta. 23+70.17
PT Sta. 17+63.15
K
(27
24
JUNE 16, 2015
W. T. BEST
BEG. APPROACH SLAB
BEGIN BRIDGE
END BRIDGE
END APPROACH SLAB
STA. 24+45.00+/- -L-
STA. 24+57.00+/- -L-
STA. 20+65.00+/- -L-
STA. 20+53.00+/- -L-
40096.2.FD1 BRSTP-1006 (32) R/W, UTILITIES
TO THE LIMITS ESTABLISHED BY METHOD II
CLEARING ON THIS PROJECT SHALL BE PERFORMED
BEGIN TIP PROJECT B-4972
-L- Sta. 15+50.00
-L- Sta. 29+00.00
END TIP PROJECT B-4972
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY
WETLAND & STREAM IMPACTS
SHEET OF
PERMIT DRAWINGS
1 5
CONC #227
FIBER OPTIC CABLE DIRECTIONAL BORED UNDER RIVER
C
C
C
SHEET PILING
RETAIN EXIST.
EXCAVATION LIMIT
WORKBRIDGE
CAUSEWAY
TEMP. ROCK
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 B-4972
1:
2
6
:
11
P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
1
2
0
2
2
7
_
h
y
d
_
p
r
m
_
0
1
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
12
'
12
'
4' PAVED SHLD.
4' PAVED SHLD.
12
'
12
'
4' PAVED SHLD.
4' PAVED SHLD.
0
2
0
2
SKETCH SHOWING BRIDGE IN RELATION TO PAVEMENT
APPROACH SLAB
NAD 83/ NSRS 2007
0
2
0
2 12
'
12
'
TYPE III
TYPE III
TYPE III
TYPE III
0
2
0
2
3
3
'
-
6
"
4
'

M
IN
.
5
'
-
6
"

M
A
X
54" CHL
S
W
DK
WD
1SFD
MTL
B
K
AN
D

C
ON
C
W
SOIL AND GR
1SFD
W
DK
WD
12
"
R
C
P
S
CONC
GARDEN
SO
IL
GATES54" CHL
GR
GR
GR
9" CONC WW
9" CONC WW
CONC WW
CONC WW
GR
GATE
MTL
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
(P
B

14
-
4
0
)
E
X
IS
T
IN
G

R
/
W
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP EIP
LT
B
ON
A
N
Z
A

D
R
.

13
'
GR
R
OC
K
Y

R
IVE
R
R
OC
K
Y
R
IVE
R
EXISTING R/W (DB 8518-199)
C
C
T
CONC #227
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
T
T
ELEV 497.98'
BM#2
HH
FIBER OPTIC CABLE DIRECTIONAL BORED UNDER RIVER
RK RET WALLRR TIE AND
C
C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F F
F
C
C
C C
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
CC
C
F
F
C
C
C
C
C
C
C
C
C
C F
15
2
5
3
0
4' PS
4' PS
0
3
0
2
0
2
0
2
0
3 0
4
0
5
0
6
0
0
0
1
INTERVALS25.00'
0
2
0
2
+
0
0
.
0
0
12
'
12
'
12
'
12
'
4' PS
4' PS
12
'
12
'
TYPE III
TYPE III
TYPE III
TYPE III
0
2
0
4
INTERVALS
25.00
'
GRAU TYPE 350
GRAU TYPE 350
GRAU TYPE 350
GRAU TYPE 350
.
0
2
.
0
212
'
12
'
4'-7"
4'-11"
3
3
'
-
6
"
5'-6" MAX.
4' MIN.
BASIN
PROPOSED
CHORD
8:1
8:1
8:1
15" RCP-IV
D
D
FG
TB2GI
FG
TB2GI
D
15" RCP-IV
D
FG
TB2GI
FG
TB2GI
EST. 5 SY GEO
EST. 1 TONS
CLASS 'I' RIP-RAP
EST. 5 SY GEO
EST. 1 TONS
CLASS 'i' RIP-RAP
EST. 120 SY GEO
EST. 40 TONS
SEE DETAIL A
STANDARD 'V' DITCH
SEE DETAIL C
LATERAL 'V' DITCH
2 ELBOWS
15" W/
EXISTING
TIE TO
EXISTINGTIE TO
EST. 75 SY PSRM
SEE DETAIL D
TOE PROTECTION
EST. 15 SYGF
EST. 8 TONS
CL. 'I' RIP RAP
SEE DETAIL S
DECK DRAIN DISSIPATOR PAD
EST. 85 SYGF
EST. 48 TONS
CL. 'I' RIP RAP
SEE DETAIL S
DECK DRAIN DISSIPATOR PAD
SHEET PILING
RETAIN EXIST.
ROCK ABUTMENT
RETAIN EXIST.
2:12:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 22+43 TO STA. 24+19 (LT)
Type of Liner= Class 'I' Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL A
Ground
Natural
Spill Through
Proposed
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
FROM -L- STA. 24+19 TO STA. 25+50 (LT)
Slope
Fill
Type of Liner= Class 'I' Rip-Rap b=5.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL B
Ground
Natural
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
FROM -L- STA. 25+50 TO STA. 27+00 (LT)
b=5.0 Ft.
Min. D=1.0 Ft.
DETAIL C
Ground
Natural
Slope
Fill
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L- STA. 24+50 TO STA. 25+50 (RT)
DETAIL D
b
b= 3.0 Ft.
d= 1.0 Ft.
Type of Liner= PSRM
GROUND
NATURAL
SLOPE
FILL
FROM -L- STA. 22+40 TO STA. 24+20 (LT)
FROM -L- STA. 20+90 TO STA. 21+20 (LT)
DETAIL S
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS

Type of Liner= Class 'I' Rip-Rap
PAD
DISSIPATOR
( Not to Scale)
15"
4.0'
L
EXCAVATION LIMIT
2 ELBOWS
15" W/
EXCAVATION LIMIT
EST. 80 SY GEO
EST. 30 TONS
SEE DETAIL B
LATERAL 'V' DITCH
NO DECK DRAINS ARE TO BE PLACED OVER JURISDICTIONAL FEATURES.
-L- STA. 22+40 TO 24+40 (LT)
DECK DRAINS ARE TO BE INSTALLED @ 5' CENTERS FOR THE FOLLOWING STATION RANGE:
-L- STA. 20+70 TO 21+24 (LT)
NOTE: DECK DRAINS ARE TO BE INSTALLED @ 3' CENTERS FOR THE FOLLOWING STATION RANGE:
WORKBRIDGE
( Not to Scale)
DETAIL I
TEMPORARY ROCK CAUSEWAY
STREAM BED
SLOPE
1•: 1
RIP RAP
CLASS II
2
'
-
0
"
RIP RAP
CLASS B
MI
N
.
1'
-
0
"
NWS
1" = 40'
CAUSEWAY
TEMP. ROCK
WETLAND & STREAM IMPACTS
LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET OF
PERMIT DRAWINGS
2 5
4
7
3
4
7
4
4
7
4
4
7
4
475
4
7
5
4
7
5
475
4
7
5
47
6
476
4
7
6
4764
7
6
477
477
4
7
7
4
7
8
47
8
478
4
8
0
4
8
0
4
8
1
4
8
3
483
4
8
4
4
8
5
4
8
5
4
8
7
4
9
2
4
7
3
4
7
4
4
7
4
4
7
4
475
475
4
7
5
475
4
7
5
47
5
4
7
5
4
7
5
4
7
6
4
7
6
476
47
6
4
7
6
476
47
6
476
47
6
4
7
6
476
476
4
7
6
4
7
6
4
7
6
4
7
6
4
7
6
477
4
7
7
4
7
7
477
4
7
7
477
47
7
477
477
4
7
7
4
7
7
4
7
7
477
4
7
7
4
7
7
4
7
7
4
7
7
477
4
7
7
47
7
4
7
7
4
7
7
4
7
7
4
7
8
478
4
7
8
4
7
8
4
7
8
47
8
478
4
7
8
4
7
8
4
7
8
47
8
4
7
8
478
4
7
8
4
7
8
478
4
7
9
4
7
9
4
7
9
4
7
9
479
47
9
479
4
7
9
4
7
9
479
4
7
9
4
7
9
4
8
0
4
8
0
4
8
0
4
8
0
4
8
0
4
8
0
4
8
0
4
8
0
480
4
8
0
4
8
0
4
8
0
480480
4
8
0
4
8
0
4
8
0
4
8
0
48
0
4
8
0
4
8
1
4
8
1
4
8
1
4
8
1
481
4
8
1
481
4
8
1
4
8
1
4
8
1
4
8
1
4
8
2
48
2
4
8
2
4
8
2
482
4
8
2
4
8
2
482
482
4
8
2
4
8
2
482
48
2
4
8
3
4
8
3
4
8
3
4
8
3
4
8
3
4
8
3
4
8
3
4
83
483
48
3
483
4
8
3
483
4
8
3
48
4
4
8
4
4
8
4
4
8
4
484
4
8
4
484
484
4
8
4
4
84
4
8
4
4
8
4
48
4
4
8
4
4
8
4
4
8
4
4
8
5
4
8
5
4
8
5
4
8
5
48
5
485
485
4
8
5
4
8
5
485
48
5
4
8
5
4
8
5
4
8
5
4
8
5
485
485
4
8
5
4
8
5
4
8
5
4
8
5
4
8
5
48
5
4
8
5
485 485
485
485485
485
4
8
5
4
85
485
4
8
5
4
86
48
6
4
8
6
486
486
486
486
4
8
6
4
8
6
486
4
8
6
4
8
6
4
8
6
48
6
486
486
4
8
6
4
86
4
86
4
8
6
48
7
48
7
48
7
487
48
7
4
8
7
4
8
7
4
8
7
4
8
7
4
8
7
487
4
8
7
4
8
7
4
8
7
4
8
7
4
8
7
487
487
487
487
48
8
488
48
8
488
488
4
8
8
488
48
8
488
488
4
8
8
48
8
4
8
8
48
8
4
8
8
4
8
8
4
8
8
48
8
488
488
4
8
8
4
8
9
48
9
48
9489
489
489
4
8
9
4
8
9
4
8
9
489
4
8
9
489
4
8
9
489
4
8
9
489
489
4
8
9
489
489
489
4
8
9
49
0
4
90
4
9
0
49
0
490
490
49
0
49
0
490
490
490
4
9
0
4
9
0
4
9
0
490
4
9
0
490
4
9
0
490
490
490
490
49
0
4
9
0
4
9
0
4
9
0
49
0
4
9
0
4
9
0
490
490
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4
9
0
4
9
0
4
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0
4
9
0
490
490
490
490
490
4
9
0
4
9
0
49
0
4
9
0
4
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4
9
0
4
9
0
49
1
4
9
1
491
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1
491
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4
9
1
4
9
1
4
9
1
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1
4
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1
4
9
1
4
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1
4
91
491
4
9
1
4
9
1
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4
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1
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4
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1
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4
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1
4
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1
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4
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1
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1
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1
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1
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4
9
1
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1
4
9
1
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4
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1
492
492
4
9
2
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4
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2
4
9
2
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2
4
9
2
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4
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2
4
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2
4
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2
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2
4
9
2
4
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4
9
2
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2
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2
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2
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2
4
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2
4
9
2
492
49
2
492
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4
9
2
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4
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2
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49
2
4
9
2
4
9
2
4
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2
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49
2
49
2
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4
9
2
4 9 3
49
3
4
9
3
4
93
493
49
3
4
9
3
4
9
3
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3
4
9
3
4
9
3
4
9
3
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4
9
3
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3
4
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493
49
3
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3
4
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3
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3
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3
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3
4
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3
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3
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3 4
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3
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4
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3
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3
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3
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494494
4
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4
4
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4
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4
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4
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4
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4
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4
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4
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5
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5
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4
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5
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4
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4
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4
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4
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4
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4
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5
0
0
50
0
5
0
0
5
0
0
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5
0
0
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0
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500
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50
0
5
0
0
500 500
5
0
0
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5
0
0
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500
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0
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0
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0
5
0
0
5
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50
0
500
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500 500 500
5
0
0
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0
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500
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0
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50
0
5
0
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50
0
5
01
5
0
1
501
50
1
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5
0
1
501
501
501
501
501
501
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5
0
1
5
0
1
501
501
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5
0
1
50
1
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5
0
1
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50
2
5
0
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5
0
2
502
502
502
502
502
502
502
50
2
502
502
50
2
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5
0
2
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50
2
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0
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50
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0
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50
3
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0
3
503
503
50
3
503
503
503
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50
3
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3
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0
3
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3
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3
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3
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50
3
5
0
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0
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5
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5
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5
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4
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50
4
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5 05
5
0
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5
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50
5
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5
0
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0
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50
5
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6
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5
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6
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506
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5
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6
5
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5
0
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6
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5
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6
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5
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50
7
5
0
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5
0
7
507
50
7
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7
507
507
507
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5
0
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5
0
7
507
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5
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507
507
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5
0
8
5
0
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0
8
508
508
5
0
8
508
50
8
508
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50
8
5
0
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5
0
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508 508
508
508
50
8
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5
0
8
509
5
0
9
50
9
509
509
509 509
50
9
5
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509
509
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5
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5
0
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9
510
51
0
5
1
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5
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0
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51
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5
1
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5
1
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51
1
51
2
512
512
512
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5
12
512
512
5
1
2
5
12
512
512
512
5 12
5
1
2
5
1
3
5
1
3
513
513
5
1
3
513
513
513
513
5
13
5
1
3
513
513
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5
1
3
513
51
3
51
4
514
51
4
514
514
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514
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51
4
51
4
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51
4
5
1
4
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51
5
51
5
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51
5
5 15
515
515
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5
1
5
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5
51
5
5
1
5
5
1
5
5
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5
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5
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5
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51
5
516
516
516
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5
1
6
51
6
5
1
6
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5
1
6
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5
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6
51
7
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7
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5
1
7
5
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7
51
7
517
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5
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8
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5
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51
9
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5
1
9
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5
1
9
519
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5
2
0
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5
20
5
2
0
5
2
0
520
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5
2
0
5
2
0
5
2
0
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5
2
1
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521
521
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5
2
1
52
1
5
2
1
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52
2
52
2
522
522
522
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5
2
2
523
523
5
2
3
523
523
5
2
3
523
5
2
3
524
52
4
524
524
524
524
524
525
525
525
5
2
5
525
52
5
525 525
5
2
5
525
525
52
5
5
2
6
526
526
526
526
5
2
6
5
2
6
52
7
527
5
2
7
527
527
527
52
7
527
5
2
8
528
528
528
5
2
9
529
529
529
529
52
9
530
530
530
5
3
0530
530 530
53
0
530
53
0
531
531
531 5
31
531
532
53
2
532
532
532
533
533
533
53
3
533
534
534
534
5
3
4
535
53
5
535
535
535
5
3
5
5
3
6
5
3
7
537
CONC #227
FIBER OPTIC CABLE DIRECTIONAL BORED UNDER RIVER
C
C
C
SHEET PILING
RETAIN EXIST.
EXCAVATION LIMIT
WORKBRIDGE
CAUSEWAY
TEMP. ROCK
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 B-4972
1:
2
5
:
3
1
P
M
.
.
.
\
D
r
a
w
i
n
g
s
\
1
2
0
2
2
7
_
h
y
d
_
p
r
m
_
0
2
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
12
'
12
'
4' PAVED SHLD.
4' PAVED SHLD.
12
'
12
'
4' PAVED SHLD.
4' PAVED SHLD.
0
2
0
2
SKETCH SHOWING BRIDGE IN RELATION TO PAVEMENT
APPROACH SLAB
NAD 83/ NSRS 2007
0
2
0
2 12
'
12
'
TYPE III
TYPE III
TYPE III
TYPE III
0
2
0
2
3
3
'
-
6
"
4
'

M
IN
.
5
'
-
6
"

M
A
X
54" CHL
S
W
DK
WD
1SFD
MTL
B
K
AN
D

C
ON
C
W
SOIL AND GR
1SFD
W
DK
WD
12
"
R
C
P
S
CONC
GARDEN
SO
IL
GATES54" CHL
GR
GR
GR
9" CONC WW
9" CONC WW
CONC WW
CONC WW
GR
GATE
MTL
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
(P
B

14
-
4
0
)
E
X
IS
T
IN
G

R
/
W
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP EIP
LT
B
ON
A
N
Z
A

D
R
.

13
'
GR
R
OC
K
Y

R
IVE
R
R
OC
K
Y
R
IVE
R
EXISTING R/W (DB 8518-199)
C
C
T
CONC #227
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
T
T
ELEV 497.98'
BM#2
HH
FIBER OPTIC CABLE DIRECTIONAL BORED UNDER RIVER
RK RET WALLRR TIE AND
C
C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F F
F
C
C
C C
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
CC
C
F
F
C
C
C
C
C
C
C
C
C
C F
15
2
5
3
0
4' PS
4' PS
0
3
0
2
0
2
0
2
0
3 0
4
0
5
0
6
0
0
0
1
INTERVALS25.00'
0
2
0
2
+
0
0
.
0
0
12
'
12
'
12
'
12
'
4' PS
4' PS
12
'
12
'
TYPE III
TYPE III
TYPE III
TYPE III
0
2
0
4
INTERVALS
25.00
'
GRAU TYPE 350
GRAU TYPE 350
GRAU TYPE 350
GRAU TYPE 350
.
0
2
.
0
212
'
12
'
4'-7"
4'-11"
3
3
'
-
6
"
5'-6" MAX.
4' MIN.
BASIN
PROPOSED
CHORD
8:1
8:1
8:1
15" RCP-IV
D
D
FG
TB2GI
FG
TB2GI
D
15" RCP-IV
D
FG
TB2GI
FG
TB2GI
EST. 5 SY GEO
EST. 1 TONS
CLASS 'I' RIP-RAP
EST. 5 SY GEO
EST. 1 TONS
CLASS 'i' RIP-RAP
EST. 120 SY GEO
EST. 40 TONS
SEE DETAIL A
STANDARD 'V' DITCH
SEE DETAIL C
LATERAL 'V' DITCH
2 ELBOWS
15" W/
EXISTING
TIE TO
EXISTINGTIE TO
EST. 75 SY PSRM
SEE DETAIL D
TOE PROTECTION
EST. 15 SYGF
EST. 8 TONS
CL. 'I' RIP RAP
SEE DETAIL S
DECK DRAIN DISSIPATOR PAD
EST. 85 SYGF
EST. 48 TONS
CL. 'I' RIP RAP
SEE DETAIL S
DECK DRAIN DISSIPATOR PAD
SHEET PILING
RETAIN EXIST.
ROCK ABUTMENT
RETAIN EXIST.
2:12:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 22+43 TO STA. 24+19 (LT)
Type of Liner= Class 'I' Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL A
Ground
Natural
Spill Through
Proposed
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
FROM -L- STA. 24+19 TO STA. 25+50 (LT)
Slope
Fill
Type of Liner= Class 'I' Rip-Rap b=5.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL B
Ground
Natural
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D
2:
1 2:1
b
1"/Ft.
FROM -L- STA. 25+50 TO STA. 27+00 (LT)
b=5.0 Ft.
Min. D=1.0 Ft.
DETAIL C
Ground
Natural
Slope
Fill
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L- STA. 24+50 TO STA. 25+50 (RT)
DETAIL D
b
b= 3.0 Ft.
d= 1.0 Ft.
Type of Liner= PSRM
GROUND
NATURAL
SLOPE
FILL
FROM -L- STA. 22+40 TO STA. 24+20 (LT)
FROM -L- STA. 20+90 TO STA. 21+20 (LT)
DETAIL S
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS

Type of Liner= Class 'I' Rip-Rap
PAD
DISSIPATOR
( Not to Scale)
15"
4.0'
L
EXCAVATION LIMIT
2 ELBOWS
15" W/
EXCAVATION LIMIT
EST. 80 SY GEO
EST. 30 TONS
SEE DETAIL B
LATERAL 'V' DITCH
NO DECK DRAINS ARE TO BE PLACED OVER JURISDICTIONAL FEATURES.
-L- STA. 22+40 TO 24+40 (LT)
DECK DRAINS ARE TO BE INSTALLED @ 5' CENTERS FOR THE FOLLOWING STATION RANGE:
-L- STA. 20+70 TO 21+24 (LT)
NOTE: DECK DRAINS ARE TO BE INSTALLED @ 3' CENTERS FOR THE FOLLOWING STATION RANGE:
WORKBRIDGE
( Not to Scale)
DETAIL I
TEMPORARY ROCK CAUSEWAY
STREAM BED
SLOPE
1•: 1
RIP RAP
CLASS II
2
'
-
0
"
RIP RAP
CLASS B
MI
N
.
1'
-
0
"
NWS
1" = 40'
CAUSEWAY
TEMP. ROCK
WETLAND & STREAM IMPACTS
LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET OF
PERMIT DRAWINGS
253
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5 B-4972
12
:
5
6
:
4
9

P
M
.
.
.
\
b
-
4
9
7
2
_
r
d
y
_
h
y
d
_
p
f
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.
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$
$
$
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U
S
E
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E
$
$
$
$
STA. 15+50.00 -L-
BEGIN GRADE
ELEV. 529.94
STA. 29+00.00 -L-
END GRADE
ELEV. 506.89'
16 17 18 19 20 21 22 23 24 25 26 27 28 29
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
PI = 17+14.21
EL = 514.54'
(-)
9.
3
782
%
(-)0.5001%
VC = 310'
K = 35
PI = 28+00.00
EL = 509.11'
(-)2.2200%
VC = 200'
K = 116
PI =24+35.000
El = 488.09
(+) 0.6198%
(+) 10.3556%
P
I
=
2
5
+
5
0
.0
0
0
E
l

=

5
0
0
.0
0
(+) 4.7540%
El = 486.90'
PI = 22+43.00
CUT DITCH (LT)
BEGIN STANDARD
PI = 24+19.00
'V' DITCH (LT)
BEGIN LATERAL
CUT DITCH (LT)
END STANDARD
El = 507.13'
PI = 27+00.00
'V' DITCH (LT)
END LATERAL
SURVEY 09-17-13
WS EL.= 477.9'
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 26130
= 50
= 505.9
= 30790
= 100
= 507.61
= 34000
= 200 +/-
= 508.8
= 09-17-13
= 477.9
SHEET OF
PERMIT DRAWINGS
ELEV. = 489.4'
WORKBRIDGE
APPROXIMATE
CAUSEWAY
TEMP. ROCK
4 5
NWS EL.= 478.5'
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4 B-4972
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$$$$USERNAME$$$$8/17/99
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PI = 28+00.00 EL = 509.11’(-)2.2200%VC = 200’K = 116
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El = 500.00’El = 507.13’El = 487.99’CUT DITCH (LT.)BEG. LATERAL ’V’
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