HomeMy WebLinkAbout20041507 Ver 3_401 Application_20150713® North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
July 6, 2015
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
ATTN: Karen Higgins
Re: Weldon Boat Access Floating Dock Support
DWQ Project # 04 -1507 V3
Weldon, NC — Halifax County
Dear Ms. Higgins:
In response to your letter dated June 15, 2015, please find enclosed four (4) complete
applications and drawings sets. Additionally, documentation confirming an electronic transfer of
the permit fee is enclosed.
If you have any questions or require additional information, please contact me via
phone at 919 707 -0365 or via email at daniel.cabe @ncwildlife.org.
Respectfully,
Daniel E. Cabe
Project Engineer
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699 -1720
Telephone: (919) 707 -0151
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:�"� °�^�' � Corps action ID no.
1 i E I 0 DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
Page 1 of 10
= PCN Form — Version 1.4 January 2009
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A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps: I Section 404 Permit
Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 3 or General Permit (GP)
number:
1c.
Has the NWP or GP number been verified by the Corps? I
❑ 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
1 e.
Is this notification solely for the record For the record only for DWQ
For the record only for Corps Permit.-
because written approval is not required? 401 Certification:
—
❑X Yes ❑ No
❑ Yes ❑X 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
❑ Yes ❑ No
or in -lieu fee program.
1g.
•
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
❑ Yes 0 No
below.
�- 1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)? I
❑ Yes 0 No
2.
Project Information
2a.
Name of project: Weldon Dock Support - NC Wildlife
2b.
County: I Halifax
2c.
Nearest municipality / town: I Weldon
2d.
Subdivision name: I NA
7
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
yUl
�. 3a.
Name(s) on Recorded Deed: State of North Carolina - NC Wildlife - Leasee
. 3b.
Deed Book and Page No. BK 663, Pg 229
3c.
Responsible Party (for LLC if
=
applicable):
`
k3d.
Street address: 1751 Varsity Drive
`
f 3e.
City, state, zip: I Raleigh, NC 27606
k 3f.
Telephone no.: 1 919 707 -0150
3g.
Fax no.: 1 919 707 -0162
3h.
Email address: I NA
Page 1 of 10
= PCN Form — Version 1.4 January 2009
i
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+- 4.' Applicant Information (if different from owner)
14a. Applicant is:
❑ Agent X❑ Other, specify: Employee of NC Wildlife
4b. Name:
Daniel Cabe
4c. Business name
I NC Wildlife Resources Commission
(if applicable):
4d. Street address:
1718 Highway 56 West
4e. City, state, zip:
Creedmoor, NC 27525
4f. Telephone no.:
919 707 -0365
4g. Fax no.:
1 919 528 -2524
4h. Email address:
daniel.cabe @ncwildlife.org
5. Agent/Consultant Information
(if applicable)
,- 5a. Name:
l5b. Business name
(if applicable):
5c. Street address:
,
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
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Page 2 of 10
B. Project Information and Prior Project History
1 1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 1 4917 -10 -47 -3210
1 b. Site coordinates (in decimal degrees): I Latitude: 36.42758 Longitude: 77.59092
1c. Property size: 5.91 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: KoanoKe Klver
12b. Water Quality Classification of nearest receiving water: C
1 2c. River basin: Roanoke
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:
The property is currently a free public boating access area, The boating access area consists of a three lane launch ramp, vehicle with trailer parking,
a courtesy dock, and connecting sidewalks, The adjacent property is managed by the town of Weldon as a park and athletic fields,
3b. List the total estimated acreage of all existing wetlands on the property: 0.01
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,290
3d. Explain the purpose of the proposed project:
_Provide even ground for the dock to rest on during times of low water. Currently the dock rests on uneven ground resulting in extreme transverse and
- longitudinal dock surface slopes that are not safe. Additionally, the torsion on the docks will result in pre- mature failure of the dock structure.
3e. Describe the overall project in detail, including the type of equipment to be used:
The dock will be removed and a rip rap pad will be installed for the dock to rest on. The rip rap will be placed with an excavator operating from a barge
or the shore depending on water levels. The dock will be replaced in original location
4.' Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑ No [9 Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary E] Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): 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?
5b. If yes, explain in detail according to "help file" instructions.
See attached Sheet for permits issued for this location.
E
6. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
0 Yes ❑ No
❑ Yes Z No
❑ Unknown
Page 3of10
PCN Form — Version 1.4 January 2009
d
PCN
Weldon Dock Support
March 2015
Additional Information
Section B, Item 5b. Past Permits issued for Weldon Boating Access Area
COE: Action ID 200520055 (June 7, 2006) Launch ramp expansion
COE Action ID 200520244 (January 11, 2004) Stabilize 250' of Roanoke River shoreline
COE Action ID 200421534 (October 28, 2004) Replacement of existing dock
COE Action ID 200320426 (March 7, 2003) Dock Installation
DWQ Project 04 -1939 (January 11, 2005)
DWQ Project: 04 -1507 (September 10, 2004)
IC. Proposed Impacts Inventory
I;1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries ❑ Buffers 0 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. 2b. 2c.
2d. 2e.
2f.
Wetland impact Type of impact Type of wetland
Forested Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T)
W1
W2
I' W3
;W4
;W5
I
I I
f[
I W6
2g. Total Wetland Impacts:
2h. Comments:
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
-Temporary (T) (feet) feet)
S1
S2
I S3
f' S4
J S5
S6
1
3i. Comments:
a
L
L'
t"
i
i
3h. Total stream and tributary impacts
Page 4 of 10
PCN Form — Version 1.4 January 2009
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary (T)
101 P -1 Roanoke River I Fill {I River I 0.036
02 I
03
1.04 I
4f. Total open water impacts 1 0.036
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet)
purpose of pond
Flooded I Filled Excavated Flooded
P1
P2
- 5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes
5i. Expected pond surface area (acres):
-5j. Size of pond watershed (acres):
5k. Method of construction:
Filled Excavated
❑ No If yes, permit ID no:
5e.
Upland
(acres)
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.
f 6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman
❑ Other:
IIII 6b. 6c.
6d. 6e. 6f.
6g.
Buffer Impact Reason for impact
Stream name Buffer
Zone 1
Zone 2
number -
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary (T)
feet)
feet)
B1
�r B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10
`I D. Impact Justification and Mitigation
1- Avoidance and - Minimization — — ^ -- -- - -� - - -- I
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The primary scope of the project is safety; the elimination of dangerous cross slopes and steep longitudinal slopes on the dock walking surface. Given
i, the simple nature of the project, limited alternatives are available. However, the longitudinal slope of the dock was maximized to limit the depth and
therefore the volume of rip rap fill required
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
There are two alternatives for placing the rip rap: 1. from barge based equipment if the water level is high, 2. from land if the water level is low. If the
water level is high, the equipment based on a barge should not cause any impact beyond the footprint of the rip rap. If the water level is low, ground
based equipment will begin placing the stone at the abutment close to shore and use the rip rap dock pad as a travel way to place rip rap farther from
shore.
� 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes No
impacts to Waters of the U.S. or Waters of the State?
.l 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.
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type:
i
3b. Credits Purchased (attach receipt and letter) Type:
Type:
3c. Comments:
14. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
4b. Stream mitigation requested:
Ac. If using stream mitigation, stream temperature.
- 4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested.-
f4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
❑ Yes
linear feet
square feet
acres
acres
acres
Quantity:
Quantity:
Quantity:
5a. If using a permittee responsible mitigatiori'plan, provide:a description of the proposed mitigation plan:
Page 6 of 10
PCN Form — Version 1.4 January 2009
F-
s
PCN
Weldon Dock Support
April 2015
Additional Information
Section D, Item 1a. Avoidance and Minimization
The initial approach to the issue of the dock resting on uneven ground which results in uneven
and unsafe dock surfaces was to install support pilings with pile caps. The piles and caps would support
the dock on an even longitudinal slope with no cross slope. The piles would be cut off even with the top
of the pile caps and installed within the existing footprint of the dock. As the design proceeded an issue
became evident. Due to the hinge system of the dock there could be three feet of lateral movement at
the end of the dock due to the current in the river. This would result in the dock not being centered on
the piles which could allow the dock to pivot on the edge of the caps if it was loaded heavily to one side.
Furthermore, if the dock came to rest of center, the pile and cap would be exposed on one side resulting
in an underwater hazard to boaters using the dock. If the pile caps were made longer to accommodate
the lateral movement more of the pile and cap would be exposed as an underwater hazard. If the pile
caps were made shorter to prevent a hazard the possibility of the dock pivoting on the pile cap would
increase.
The next approach was to restrain the lateral movement by increasing the height of the piles to
be above the dock. This would ensure the dock rested on the pile caps; however, this would result in
extremely long piles. The piles would have to extend up to the highest anticipated water level. During
times of high precipitation the river can be twenty feet higher than the dock abutment requiring a pile
approximately twenty five to thirty feet above ground level. Given the height of the piles, lateral forces
on the piles, and the prevalence of rock at this location, sufficient embedment of the piles is not
feasible.
The final option investigated was to place stone under the dock to provide a uniform slope with
no cross slope. The existing terrain allowed the placement of a minimum amount of rock fill to obtain a
maximum longitudinal slope of 10.7 percent. By having the dock follow the existing terrain it will be
usable as the water levels fluctuate below the normal water level. With the dock resting on the rock
there will be a minimum of two feet of water along the usable portion of the dock; thereby eliminating
any underwater hazard associated with the dock support.
}'
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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 Yes OX No
! buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
3 (2 for Catawba)
Zone 2 I 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:
r°
r
x
x
z
i
i
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? ' 0
2b. Does this project require a Stormwater Management Plan? ❑ Yes FX1 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No increase in impervious surface
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
.3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
_3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b.- Have all of the 401 Unit submittal requirements been met?
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ❑ No
Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑X ,Yes . ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the 0 Yes ❑ No
use of public (federal /state) land?
1 b. 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 El Yes 0 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H.1 300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? El Yes ❑X 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 I E] Yes ❑X No
additional development, which could impact nearby downstream water quality?
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.
i
"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.
No wastewater generate
Page 9 of 10
PCN Form — Version 1.4 January 2009
i
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes X❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Web site - -> http: / /ecos.fws.gov /crithab/
No species returned for Halifax County North Carolina
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
§a. Will this project occur in a FEMA- designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
insignificant fill in back water slough
❑X Yes
-8c. What source(s) did you use to make the floodplain determination?
http: / /fris .nc.gov /fris /Index.aspx ?FIPS= 083 &ST =NC &user = General Public
Daniel Cabe
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
❑ No
March 23, 2015
Date
North Carolina
Wildlife Resources Commission
Division of Engineering Services
Weldon BAA Dock Support
Rock Fish Lane
Weldon, North Carolina
Halifax County, North Carolina
GPS Coordinates
N 36.42758
W 77.59092
Sheet Index:
Sheet
1
Overview w/lmage
Sheet
2
EX. Conditions
Sheet
3
PR. Conditions
Sheet
4
Profile
Sheet
5
Cross Sections
Vicinity Map
I -95
Roanoke
I -95 US 301
US 301
US 158
Roanoke
River
-ISH LANE
PROJECT L❑CATI ❑N
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W e l d o n Dock Designed by dec Date 2 -2015
Weldon NC Drawn by dec Date. 2 -2015
Dock Support Sheet Number 1 of 5
Overview w/ Image File Naine wedon- dockdwg
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NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699 -1720
(919) 707 -0150
fax (919) 707 -0162
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W e l d o n Dock Designed by dec Date 2 -2015
Weldon NC Drawn by dec Date. 2 -2015
Dock Support Sheet Number 1 of 5
Overview w/ Image File Naine wedon- dockdwg
7
5'
CONCRETE
SIDEWALK
i
i
EX. INTERMEDIATE CONTOUR
6'X8'
1' INTERVAL (TYP)
CONCRETE
_W�..... .. .. ,., , . �..,......_. j
9
ABUTMENT
NORTH CAROLINA
Weldon Dock
Designed by deC Date 2 -2015
I I
WILDLIFE RESOURCES COMMISSION
Scale
"=20'
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Weldon NC
Drawn by. de0 Date 2 -2015
=
1
Raleigh, North Carolina 27699
Dock Support
-1720
sheet Number- 2 of 5
EX. INDEX CONTOUR
5' INTERVAL (TYP)
(919) 707 -0150 fax (919) 707 -0162
File Name wedon- dock.dwg =
EX. DOCK
/— 8'X 100'
OHWL ELE = 96' t
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(ASSUMED DATUM) `
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NORTH CAROLINA
Weldon Dock
Designed by deC Date 2 -2015
WILDLIFE RESOURCES COMMISSION
Scale
"=20'
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Weldon NC
Drawn by. de0 Date 2 -2015
=
1
Raleigh, North Carolina 27699
Dock Support
-1720
sheet Number- 2 of 5
Existing Conditions
(919) 707 -0150 fax (919) 707 -0162
File Name wedon- dock.dwg =
5'
CONCRETE
SIDEWALK
i�
l I 1 �
6'X8'
CONCRETE
ABUTMENT
EX. INTERMEDIATE CONTOUR
1' INTERVAL (TYP)
— PR. CONTOUR
1' INTERVAL (TYP)
- EX. INDEX CONTOUR
5' INTERVAL (TYP)
TOP OF ROCK
FILL SLOPE
(TYP)
OHWL ELE = 96'
(ASSUMED DATUM)
TOE OF ROCK FILL
(TYP)
11 < 85 I
OPEN WATER IMPACT P -1 \ i
CLASS B RIP RAP FILL 12'
I
1,584 SF'/ 0.036 AC TO ALLOW FOq
AVE. DEPTH 1.2 FT EX. DOCK DOCK SWING
70 CY 8'X100' /
NORTH CAROLINA Weldon WILDLIFE RESOURCES COMMISSION Dock Designed by. deC u'Date `2 -2015
DIVISION OF ENGINEERING SERVICES Weldon NC
Scale 1 "=20' .1720 Mail Service Center Drawn by dec Date 2 2015
Raleigh, North Carolina 27699 -1720 Dock Support Sheet Number 3 of 5
(919) 707 -0150 fax (919) 707 -0162 Proposed Conditions
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NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 Mall Service Center
Raleigh, North Carolina 27699 -1720
(919) 707 -0150 fax (919) 707 -0162
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Weldon Dock
Weldon NC
Dock Support
Profiles
Profile
Stations
-0 +60 to 1+20
Scale 1" = 10'
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Designed by dec Date 2 -2015 1
Drawn by dec Date 2 -2015
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Sheet Number 4 of 5
File Name wedon- dock .dw9
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NORTH CAROLINA
WILDLIFE RESOURCES CONMSSION
DIVISION OF ENGINEERING SERVICES
1720 Mail Service Center
Raleigh, North Carolina 27699 -1720
(919) 707 -0150 + fax (919) 707 -0162
Weldon Dock
Weldon NC
Dock Repair
Proposed Conditions
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80
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Designed by deo Date 2 -2015
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Drawn by deC Date 2 -2015
Sheet Number 5 of 5
1
File Name- wedon- dock.dwg
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