20030686 Ver 1_COMPLETE FILE_20030603

0 WATT Michael F. Easley, Governor
l RQ William G. Ross Jr., Secretary
,0 7 g px North Carolina Department of Environment and Natural Resources
v_i : r
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project No.:
Applicant:
Project Name:
D"- 0(9(
Date of Issuance of 401 Water Quality Certification:
WLSaV4
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401Metlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, y r M ov-e fm a y\ , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials. cc??
Signature: Date: C6
Agent's Ce icatioon?n
hereby state that, to the best of my abilities, due care and
diligence was used in the observatio of the construction such that the construction was observed to be built
within substantial com fiance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved nd specs lcatio and other supporting materials.
Signa re: Date:
N this project was designed by a Certified Professional
as a duly registered Professional ?i.e.,
ngineer and cape Archite , Surveyor, etc.) in the State of North Carolina, having beed to
o serve (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to
the best of my ab' are and diligence was used in the observation of the construction such that the
constructs as observed to b built within substantial compliance and intent of the 401 Water Quality
Certifi er Rules, approved plans and specifications, and other supporting materials.
Sig ature: Registration No. ?S>Q Date
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands 1 ?"pt
r ?7Y
Certificate of Completion
°3?3Z-?
IN REPLY REFER TO
Regulatory Division
Action ID No. 200310652
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
July 7, 2003
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
W6AD81401 GRoUp
AJL
#ATERQUALIIYS
ECT10M
Reference the application of the City of Elizabeth City for a Department of the Army (DA)
permit to construct a bulkhead and a drop inlet line, on property located off South Water Street,
adjacent to the Pasquotank River, in Elizabeth City, Pasquotank County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with
the permit plans, which are a part of this permit.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized,
or if, in the opinion of the Secretary of the Army or his authorized representative, said structure
or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate,
or alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal or alteration.
3. All backfill materials will be obtained from a highground source and confined
landward of the permitted bulkhead.
4. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands are not authorized.
-2-
5. The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
6. The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this requirement
if he abandons the permitted activity without having it transferred to a third party.
7. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
"_ 91,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
s
-3-
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
7
W AT F?
PG
602
" Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 2003
DW Q# 03-0686
Pasquotank County
Mr. Jim Overman
Director of Parks and Recreation
City of Elizabeth City
P.O. Box 347
Elizabeth City, NC, 27907
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Overman:
You have our approval, in accordance with the attached conditions, to fill or disturb 0.59 acre of. Public Trust Area/Estuarine
Waters and wetlands in order to construct a bulkhead, walkway, sidewalk, drainage line, and to fill and grade a property at the northeast
corner of Water Street and Fearing Street on the Pasquotank River, as described in your application received by the Division of Water
Quality on June 3, 2003. After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3400, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows
you to use your CAMA Permit when issued by the NC Division of Coastal Management. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge,
Water Supply Watershed and U.S. Coast Guard regulations. Also this approval will expire when the accompanying CAMA Permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions.. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional
conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
Sincerely,
t
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Jim Overman, 200 E. Ward St., Elizabeth City, NC, 27909
Alan .Klimek, P.E.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
030686
a-,
NCDENR
North Carolina Department of Environment and Natural Resources
. Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 30, 2003
4
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:.
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
City of Elizabeth City
100 block of South Water Street at the corner of Fearing Street, Elizabeth
City, adjacent to the Pasquotank River
To construct a bulkhead, a brick shoreline walkway, a brick sidewalk, a
drop inlet-drainage line, and to fill and grade property.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by June 19, 2003. If you have any questions regarding the proposed project, please contact
Frank Jennings at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] t FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of Elizabeth City
2. LOCATION OF PROJECT SITE: 100 Block of South Water Street at the corner of Fearing Street,
Elizabeth City, adjacent to the Pasquotank River
Photo Index - 2000: 237-1911 (F,G-3) 1995: 167-1714 (C-6) 1989: 127-11 (P,Q-12)
1984: 122-747 (B-11) 1978: N/A
State Plane Coordinates - X: 2819600 Y: 939200
Elizabeth City Quad .LL GPS -E051217A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/12/03 and 05/17/03
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - May 14, 2003
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Elizabeth City
Land Classification From LUP - Conservation, Central Business District
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - City Sewer
Planned - N/A
(F) Type of Structures: Existing - Concrete Slabs, Relic Bulkhead, City Street
Planned - Bulkhead, Brick Walkway, Band Stand, Filling & Grading
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DRF.DCTF.D FLLLED OTHER
(A) Vegetated Wetlands 13,750 sq ft
Uplands

(B) Non-Vegetated Wetlands 10,170 sq ft 1,980 impervious
ES brick
(C) Other 910 sq ft
PTA, EW
(D) Total Area Disturbed: 25,810 sq ft (.59 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead, a brick shoreline walkway, a
brick sidewalk, a drop inlet drainage line, and to fill and grade property located at the northeast corner
of Water Street and Fearing Street, on the Pasquotank River.
CITY OF ELIZABETH CITY
FIELD INVESTIGATION REPORT:
PAGE #2
Site Description
The proposed development site is a .57 acre vacant waterfront lot located in the heart of
Elizabeth City at the corner of Water Street and Fearing Street. The property includes the
waterward end of Fearing Street where the street ends at the Pasquotank River. Two
concrete slabs remain on the site that were foundations for buildings. The Division of
Coastal Management once occupied one of the buildings. Both buildings were removed
several years ago. Most of the area of the property is vegetated with grass and is maintained
by the City as a park. The property has an elevation that ranges from 5 ft above normal
water level (NWL) near Water Street to 2 ft above NWL along the shoreline.
The property has approximately 162 ft of shoreline along the Pasquotank River. The
shoreline has a relic bulkhead with some relic riprap/demolition material along the
waterline. Adjacent property consists of a Condominium Complex with a steel sheet pile
bulkhead to the north and a city dock with 15 slips and a 10 ft wide brick shoreline walkway
to the south. The city dock known as "Mariners Wharf" has a steel sheet pile bulkhead for
shoreline protection. A restaurant and retail shops occupy the next adjacent waterfront
building. The waters of the Pasquotank River in this area are classified as SB by the
Division of Environmental Management and as closed to shellfishing. The water depths in
the project area are -20 ft or better.
Development Proposal
The City of Elizabeth City recently acquired this property and is proposing to develop the
property in a way that is similar to the "Mariners Wharf". The applicant proposes to
construct a bulkhead of steel sheet pile that connects at the corner of the existing bulkhead of
the City property and runs northerly to the existing bulkhead of the condominiums. The
bulkhead will be approximately 10 ft waterward of NWL where it connects to the
condominium bulkhead and will average approximately 5.6' waterward of the NWL and will
extend a maximum of 10 ft. This alignment is necessary to allow the construction of the
bulkhead without the requirement of excavating the old debris along the shoreline. The
backfill for the bulkhead will be sloped away from the water and storm water will be
drained from the property via a drop inlet.
After constructing the bulkhead, the applicant proposes to construct a 10 ft wide shoreline
brick walkway to match the existing walkway at "Mariners Wharf". All existing concrete
slabs will be removed. The applicant proposes to construct an eight ft wide brick walkway
along the northern property line from Water Street to the proposed shoreline walkway. A
20' x 30' brick bandstand is proposed to be connected to the proposed walkway
approximately midway on the lot. Five picnic tables with concrete pads 7' x 10' are
proposed to be located on the property.
CITY OF ELIZABETH CITY
FIELD REPORT
PAGE #3
Anticipated Impacts
The construction of the bulkhead in the proposed alignment will result in approximately 910
sq ft of Public Trust Area and Estuarine Waters Areas of Environmental Concern (AECs)
being filled. Approximately 1620 sq ft of Estuarine Shoreline AEC will be covered by the
shoreline brick walkway and 360 sq ft of Estuarine Shoreline AEC will be covered by the
brick walkway to Water Street. The drop inlet will be located in the Estuarine Shoreline.
Approximately 2475 sq ft of impervious material will be removed from the Estuarine
Shoreline AEC.
It is anticipated that the entire lot will be disturbed and need grading after the development
is complete, approximately 25810 sq ft. Temporary water turbidity will occur during
construction.
Date: May 30, 2003
Submitted by: Frank A. Jennings, III
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
b. City, town, community or landmark
City of Elizabeth City
1. APPLICANT
a. Landowner:
Name City of Elizabeth City
Address PO Box 347
City Elizabeth City State NC
Zip 27907 Day Phone [phone]
Fax
c. ' Street address or secondary road number
South Water Street , v o El ocr
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pasguotank River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Jim Overman, Director Parks
and Recreation
Address 200 E. Ward Street
City Elizabeth City State NC
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
construction of new bulkhead with
required fill, demolition of
existing concrete slabs,gra ing of
site, construction o rick sidewalk
Zip 27909 Day Phone [phone]
Fax [phone]
c. Project name (if any) waterfront
Development
NOTE: Permit will be issued in name of landowner(s), and/or
Pmlect name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pasquotank
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additionalpages. The site will be cleared
of existingt_slabs, new 50' steel
sheet pile, bulkhead will be install
The site will be developed as a
public park. New bulkhead is being
placed waterward of the existing
bulkhea to straighten alignment
an to avoid existing e ris ru ble
a ac n s ore Tine.
Revised 03195
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 0.57 Acres
b. Size of individual lot(s) 0.45 Ac & 0. 12 Ac
c. Approximate elevation of tract above MHW or
NWL 4'
d. Soil type(s) and texture(s) of tract
Augusta-fine sandy loam
e. Vegetation on tract Sparce grasses
f. Man-made features now on tract wooden
bulkhead, parking,-sidewalk,
--building slabs.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Central Business
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning conrliance certificate, if applicable)
j•
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach doaonentadon, if available)
assessment been
X No
m. Describe existing wastewater treatment facilities.
City sewer available
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
surface run off
o. Describe existing drinking water supply source.
municiple water system
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name J Wilson & Margaret R -ion es I certify that I am authorized to grant, and do in fact,
Address 701 E . Main Street, El i z . C i t y, NC grant permission to representatives of state and federal
Phone [phone] geview agencies to enter on the aforementioned lands in
LLC connection with evaluating information related to this
Name Pasauotank Riverfront Properties permit application and follow-up monitoring of the
Address 107 Holland Dr . Camden , NC 27921 project.
Phone
Name
Address
Phone
I further certify that the information provided in this
application is truthful to the best of my knowledge.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
This is the oN- day of f , 19 20C6
Print Name Oyer'mck r, -5?? Q??
Signature
or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP -2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
N/A Average F UUd
Existing Prglect
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards None
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? v
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No U Y
If yes, where?
Revised 03145
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands? /'°
Yes No
f. Does the disposal include any area in the water?
Yes No r` 1
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
+ 162'
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
140 x 25
(3) Purpose of fill Provide i an Gcaned
slope away from bulkhead to
existing grade.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
5.6'
d. Maximum distance waterward of MHW or NWL
10'
e. Shoreline erosion during preceding 12 months
None-bulkhead deteriation
(Source of information)
f. Tyyppe of bulkhead or riprap material
50' Steel sheet pile
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 668 CY
h. Type of fill material clean, dry fill
i. Source of fill material upland source
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? All fill materia'
will be sloped away from the
waterfront and standard seeding
an sediment and erosion control
measures will be used as shown on plan
b. What type of construction equipment will be used de and a i
(for example, dragline, backhoe, or hydraulic
dredge)?
backhoe, bulldozer,pile driver
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
PPlkpt.0 Name
S tore
Date
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed None
b. Number of lots or parcels 2
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 0 .5 7 Acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted May 1, 2003
i. Describe proposed method of sewage disposal.
None required - municipal
sewer is available
j. Have the facilities described in Item i. above
received state or local approval? yes
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Municipal water system
m. Will water be impounded? Yes X No
If yes, how many acresl
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
brick paved sidewalk,
concrete picnic table pads
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
AnDlicaut Qr Name
S' t
Li-2(2) -?
Date
Revised 03/95
PROJECT DESCRIPTION
Water Street Park Project
Elizabeth City, North Carolina
The Water Street Park Project is a proposed redevelopment project. The 0.57-acre
tract is located between Water Street and the Pasquotank River and is directly north of
Mariner's Wharf (a city owned water front open space/dock/park). The site located in the
City of Elizabeth City's Central Business District which has no setback limitations. The
Parks and Recreation Department is planning to redevelop the site as a public park to
become part of Mariner's Wharf.
The site has been cleared of existing buildings and only the two concrete building
foundations remain. To utilize the site for public access, the waterfront must be stabilized
with new bulkhead. The existing wooden bulkhead is approximately 75 years old and
had deteriorated severely. The proposed construction includes the demolition of the
building pads and some asphalt parking in the southeast corner of the site and
construction of approximately 161 linear feet of 50' steel sheet pile bulkhead and brick
sidewalks. The steel sheet pile bulkhead is the same as that used directly north and south
of this site.
Stormwater runoff from Water Street and Mariner's Wharf have historically
crossed the existing parking lot on this site and drained directly to the Pasquotank River.
Due to the grades along Water Street, it is not feasible to redirect any of this stormwater
away from the Pasquotank River. Our design proposes to collect this existing runoff in a
new curb inlet constructed along the edge of the parking. The water will discharge from
the curb inlet to the river through a pipe through the bulkhead. Stormwater from the site
will sheet flow across grassed surfaces to a drop inlet which will be connected to the curb
inlet and drain to the river. Overall impervious area on the site is being reduced from
11,888 sf and 47.86% to 7,765 sf and 29.96%.

is
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Museum of the Albemarle
W? Construction)
(Under

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City of Elizabeth City
Urban Waterfront Redevelopment
July 2002
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MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Elizabeth City County Pasquotank
Project Number 03 0686 County2
Recvd From I)CNI Region Washington
Received Date 6/3/03 Recvd By Region
Project Type bulkhead
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin' ' Req. Req. El IN
CAM :1 OTH OO Y O N F- ;i1-3-(I ' i S ? ? ?- ;l1. t >(l. 0S1) ? ?-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
RIM ELEV. C.I. F. & G. = DI- 8$G.G3 DY C,-~^iTvL w~".'DRY ~
NOl SEE PLANS OF VA., INC., OR EQUAL, HEAVY DUTY ro NOTE: ALL MATERIAL AND INSTALLATION TO MEET ( ) CASTING, TOTAL WEIGHT = 550 LBS. ~ MIN. SPECIFICATIONS OF 8
NCDOT "STANDARD SPECIFlCATIONS FOR ~ a ~L a m
2" X 4" WOOD FRAME STAKE ROADS AND STRUCTURES", LATEST EDITION. ~ '+v ~ ~ ~ M ~ ~ ~ ti h
N CORBEL MASONRY AS REO'D FROM ~ ~ z ~ ow C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF o FULL DIM'S OF RISER BARREL TO U[.~
1.5' MAX FABRIC VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING, ~ INSIDE DIM'S OF FRAME. CORBEL x U
F FABRIC RIM ELEV. RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN. J R CONE SECTION MAY BE ECCENTRIC. v~ x
(SEE PLANS) C~ SEE PLANS w U ° ~ L C ~ ry
CORBEL MASONRY AS REO'D FROM FULL DIM'S OF a ~ ~
BURIED FABRIC 1' MIN. GRATE RISER BARREL TO INSIDE DIM'S OF FRAME. ~ ~ > ~
3' MIN CORBEL OR CONE SECTION MAY BE ECCENTRIC. w° a NOTE: ALL MATERIAL AND INSTALLATION TO ~ V N a ~ MEET MIN. SPECIFICATIONS OF NCDOT " ~ N
1. INSTALL EROSION CONTROL DEVICES AT STORM DRAINAGE STRUCTURES. INSTALL FILL AND FINE GRADE SITE o z STANDARD SPECIFICATIONS FOR ROADS w a AND STRUCTURES", LATEST EDITION. o 0
(I AS REQUIRED ao a
2. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA 4NLL SEE PLANS FOR to
REMAIN DENUDED FOR MORE THAN 30 DAYS. fNVERT & RIM ELEVATIONS C.I. STEPS FOR INSIDE INSIDE DIMENSIONS: a DEPTH GREATER THAN 4 ,,,~~i~"""'~~,,~~,
3. MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES 2" X 4" STAKES SHALL BE EQUAL TO THE w P • LARGEST CULVERT DIAM. PLUS ~ INSIDE DIMENSIONS: , ~
AND REPAIR AS NECESSARY. 16" IN EACH DIM. ~ • SHALL BE EQUAL TO THE
4. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES. DROP INLET LARGEST CULVERT DIAM. PLUS = Ov:O~ ~ 8" SEWER BRICK MASONRY (SOLID) PARGE INVERT W : ~ : ~ J O ~„y : ~ .
WITH GRATE :::•:•s:::•::•::• CONCRETE SCOPE TO 16" IN EACH DIM. Q ~ Z. SET MASONRY WALL FLUSH CULVERT INVERT. ~ W ~ (j
8" SEWER BRICK MASONRY SOLID ~ (9; • W/ BELL .END OF CULVERT ~ , Q, .
FRAME 1. SPACE STAKES EVENLY AROUND THE PERIMETER ~-1 OF THE INLET A MAXIMUM OF 3' APART AND PARGE INVERT W/ 2GE INVERT W/ SET MASONRY WALL FLUSH 5~.`
DRIVE THEM SECURELY INTO THE GROUND. CONCRETE SLOPE CULVERT INVERT. JCRETE SLOPE TO ..........................:c:-r:::::._::•:-:a:::-:::~•i~._. W/ BELL END OF CULVERT ~ .VERY INVERT.
N TR TINE EN IN U U 2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC SEE PLANS FOR ~
IN A TRENCH AND BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR 12 CULVERT TYPE & SIZE ~ ~ W
INCHES OF COMPACTED SOIL. INV. IN. SEE PLANS FOR ~ ~ g ' SEE PLANS FOR SLOPE ~ ~ i
\ 3. THE TOP OF THE FRAME AND FABRIC MUST BE ::;::INV. our CULVERT TYPE ~ o ~ o ' &SIZE Yw
WELL BELOW THE GROUND ELEVATION DOWNSIOPE FROM THE DROP INLET TO KEEP RUNOFF FROM o0 .....................................'::.:'~Il~l~l~~ I~I~ INV. IN.
BYPASSING THE INLET. IT MAY BE NECESSARY SEE PLANS FOR SLOPE a • 3000 PSI CONCRETE FOOTING INV. OUT;..~::.~.:.r:.::........ 4 0 ° Q, a N
TO BUILD A TEMPORARY DIKE ON THE DOWN ~ FILTER FABRIC SLOPE SIDE OF THE STRUCTURE TO PREVENT _ l i w/ sxsxlo/1o wWM o a a w
(GATHER EXCESS BYPASS FLOW. MATERIAL FROM WITHIN THE AT CORNERS) SEDIMENT POOL MAY BE USED FOR DIKING. II_ ill . II~II~I~ o " ~ ~ I I~ I I I ~'~COMPACT SUBGRADE TO 95% OF ASTM D 698 •~-3000 PSI CONCRETE FOOTING N
_ I~II~I w/ sxsXlo/1o wWM -'I!~111-LI1 ~,J~ _ - ~ o
II COMPACT SUBGRADE TO n ~ ~ . ~ ~I ~1- \ ~ w ~ ti
I _I I I 95% OF ASTM D 698 W o U ~ w
~v~iwoU~'~ O o U Y~ z q ~
NTS NTS o NTS c°v
x
i a
CURB & GUTTER DETAIL PER NCDOT 0 W U
6" ROADWAY STANDARD DRAWING ~ 846.01
THE CONTRACTOR SHALL COMPLY IMTH ALL APPLICABLE REQUIRMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL 3"R
MEASURES SHALL 8E PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR ~3"R d GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE 12" --6- d d W
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING v
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE ~ " ~ ~ NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL ~
AND/OR STATE SOiI EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE 0 HANDRAIL ~
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A 30" GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND SEE DETAIL ( )
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, w ~ ~ ~ ~
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS. o~,
~ ~ w ~
~ WELD HANDRAIL ~ O
O TO CAP ~ ~ c , r^ V O
~ v,
C15 X 40 CHANNEL WELD HANDRAIL 0 V
SEED MIXTURE RATE OPTIMUM PLANTING DATES FOR BULK HEAD CAP TO WHALER Q ly BRICK WALK ~ n
SEE DETAL ( ) 'V W18X50 WHALER Q
NTS PROPOSED ELEV. = 15.80 r,, ~ ~
i. KENTUCKY 31 FESCUE 5 ~/1000 SF MAR. 15 -MAY 1 PROPOSE ~ WM y D GRADE: CC - MAX. ~ C V ^V
AUG. 15 -OCT. 15 - OPE4: ~ 1'-2" i
2. COMMON BERMUDAGRASS 2 ~/1000 SF MAY 1 -JUNE 30 • .4 - _ _ _ N4
(HULLED) . l _
- - _ SELECT FILL ~ W 1' -WELD BATTER -
3. PEARL MILLET 2 ~/1000 SF MAY 1 -OCT. 1 PILE TO SHEET PILE - ~ ~ ~ . /j///
4. FESCUE 5 ~/1000 SF OCT. 15 -MAR. 15 PZ-27 SHEET PILLING ~~~i,~//~~//~~~~/ w
2" PIPE WELDED STEEL HANDRAIL-PAINTED TO 50' LONG (TYP) ~ EXISTING ELEV. = 12.39
MATCH EXISTING
~ EXISTING GROUND
WATER ELEV. = 10.28 REMOVE EXISTING BULKHEAD
AS NECESSARY TO INSTALL
43X" BATTER PILE
WELD HANDRAIL 50' 4 50'
TO CAP
1s Y," USE C15 X 40 CHANNEL ~ BRICK PAVERS f20' 12 HP12X53 BATTER PILE
FOR BULKHEAD CAP o (MATCH EXISTING) 60' LONG, 9' O.C., {TYP) w
z a 10'
= COMPACTED TOP 0 BULK HEAD 1-2" LAYER BRICKSAND EARTH BOTTOM VARIES
SEEDBED PREPARATION ALONG WALL ~j
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS - - __.a
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE - ` ~ SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES. . ° ~ • ~
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY _ _ _ _ _ _ _ _ _ _ _ • / / /
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN - - - - - - - - - \ THE SOIL IS FROZEN OR EXTREMELY WET. 1'-2" `WELD HANDRAIL \ \ y\\
'TO WHALER / / / ~ /
2 o
~ LIMESTONE, FERTILIZER, AND SEED i Y \ . 4" -3000 PSI CONCRETE ~l~l a
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED / PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED SELECT SAND BACKFlLL w
a IT IS WORKED INTO THE SOIL. IF NOT SO APPIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY / 4" ABC STONE COMPACTED IN 12" LIFT 0
m OVER THE PREPARED SEEDBED AT THE SPECIFlED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR \ OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
°v SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS N TO COVER THE SEED WITH A LAYER OF SOIL 1'
M
O N M
MULCHING
~ All SEEDED AREAS SHALL BE MULCHED, GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE 3
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL w
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING N OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
~ APPLICATION >MLL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT $ ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE. ti
M O 0
m 3
i MAINTENANCE
m o AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY NTS
a` CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY ~ n`, CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.

g SEEDING & MULCHING ~
BRICKWALK & HANDRAIL DETAIL cq
NTS

ti ~ ti
~i n ~ ~NM
h
~ by 0 ~ ~
UW ~ ~ V
1. CONTRACTOR SHALL SCHEDULE WITH JIM OVERMAN, ELIZABETH CITY DIRECTOR 1. DEVELOPER: ~ CITY OF ELIZABETH CITY ~ a n,
PASOUOTANK RIVER OF PARKS & RECREATION AT (252}335-1424 JIM OVERMAN, DIRECTOR OF PARKS AND RECREATION ~ 2 a 200 EAST WARD STREET ~ c H N
48 HOUR PRIOR TO BEGINNING DEMOLITION. ELIZABETH CITY, NC 27909 ~ ~ roM'
2. EXISTING UTILITIES ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL VERIFY THE [phone] ~ ? ~ M
LOCATION OF UNDERGROUND UTILITIES BY 2. SITE SIZE: 0.45 AC. ~ U h ~ N
NOTIFICATION OF ULOCO AT 1-800-632-4949 PRIOR TO ANY EXCAVATION. 3. ZONING OF PARCEL: CENTRAL BUSINESS
3. REMOVE EXISTING PIPES. ACTUAL FUNCTION N O' O 4. THIS LOT IS LOCATED IN FLOOD HAZARD ZONE
IS UNKNOWN. IF DURING REMOVAL CONNEC110N A4 (ELEV. 6) ACCORDING TO FLOOD MAP PANEL
TO AN EXISTING FUNCTIONING UTILITY IS DISCOVERED CONTACT THE ENGINEER & OWNER IMMEDIATELY 370185 0005 D, DATED AUGUST 5, 1985.
NTS 5. EXISTING SITE COVERAGE CONCRETE 6,300.22 SF = 25.36% P
ASPHALT 4,744.69 SF 19.10% '
BRICK 842.71 SF = 3.39% ~ OPEN SPACE 12 952.53 SF = 52.14% ~ ~ ~ J O ~ ,
TOTAL 24,840.15 SF = 100% ~ O Q ~ Z; ~ ~ U=
00 C9: 6. PROPOSED SITE COVERAGE ~ ~ ~
ASPHALT 3,525.23 SF = 13.60% ~ F;• Q~~ BRICK 3,889.67 SF = 15.01% ~ Gj~.`
CONCRETE 350.00 SF = 1.35% OPEN SPACE 18.156.13 Sf = 70.04%
TOTAL 25,921.03 SF = 100%
7. BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
PREPARED BY EDWARD T. HYMAN, JR., PLS, DATED ~ ~ o MARCH 14, 1996. ~ °n
I ~ ~
Y ~ F+ O O 0 W M
0.a, 0 ~ 0., a N
Q `r a
0
~ Q O ~ # ~ ~ N ti F
W x ~ II ~ W
Q 0 ~1 Y vj ~ q
0 0
N
F I
s k o Z r U h~
SPECIAL CARE SHALL BE TAKEN IN THE REMOVAL OF THIS SLAB AS n
TO NOT DISTURB FOOTINGS OF ADJACANT m m m a
BUILDING. SAWCUT AS NECESSARY o
NOW OR FORMERLY NOW OR FORMERLY
JON NOW OR FORMERLY ES PROPERTY
NOW OR FORMERLY JONES PROPERTY RUSSELL PROP D.B. 502, PAGE 161 D.B. 502 P O AGE 161 RUSSELL PROPERTY
ERTY D.B. 534, PAGE 398 D.B. 534, PAGE 398 ~'C~,
PROPOSED
_ EXISTING APRTMENT . q _ EXISTING _ BUILDING 4' PLANTER EXISTING APRTMENT f~ . d• EXISTING BUILDING Q
e S81'30'37"E BUILDING ~ S80'43'00"E 91.02' 80.90' u • e BUILDING ~ W o
- . ~ ~~I . / ~
' ~ •4 • ~ e • EXISTING STEEL SHEET • ~ / / ~ a q ° - ~ PILE BULKHEAD I MATCH EXISTING ~ EXISTING STEEL SHEET ^V ~ Q 12 PILE BULKHEAD ~ ~I
a• //~i~" / 3~' SIDEWALK 10' ELEV: = 15.65 ~ ~ 0
• 4 d MATCH EXISTING ~rr^^ ~ Q
• q ~ / / ~ / d 4 d ~ - ~ / / 1 / ~ e • v1 / BULKHEAD a e x-10' ~ ELEV. = 13.50
~ / a •
• a ^ / 8• BRICK WALK ~y r~r ~ v Q V / g ~
' N / ~ / Q. / / l / ~ / F/ 4 4 ~ / / •/4 to FUTURE PICNIC ' ~ ~ C ae 3.6
/ d y d TABLE W/CONC. / ~ ~ ~
~j~9~~ a. ~ U ~ ~ 4 / •4 d PAD (TYP} I BANDSTAND 4 ~ ~ ~y~,
20x30' ~ ~ "V .r 0 "1 h ~ ~ \
d b ry N
EXISTING CONCRETE TO BE REMOVED / ~ I
p ~ Q ~T~ • / ~ ~ ~ ~I
~ Q s / ~ a
/ ~ ~ a - ,i ~ N / ~ a ~ h
/ j .ti' z ~ ~ w
' / ~ / / ~ ~ / ~ / / fir`
/ / I /
1 EXISTING BROKEN
/ ~ WOODEN BULKHEAD / / 0 / J • /
w SAW CUT EXISTING ASPHALT 10' BRICK WALK
•eq N / IN SUCH A MANNER THAT IT MAY BE USED AS FRONT EDGE EXISTING CONCRETE .d9 / DROP INLET ALONG BULKHEAD / RIM = 2.9 SEE DETAIL
f I° OF CURB. CONTRACTOR IS TO BE REMOVED h RESPONSIBLE FOR ANY ASPHALT `O INV. = 0.9 ( ) /e
Z PATCH WORK TO TIE TO NEW CURB Mry / /~h
Q. e' 4 / ~ - 4. q'• PASQUOTANK RlI/ER • ° / I P TANK Rll/ER / A SQUO
~ • W /
/•f a/ ~ ! / ! - d• . . e / L .a w_ MATCH EXISTING
• • / /4 / ~ EXISTING BRICK W LK q t- 4 / / • 1 / EXISTING CURB qQ TO BE REMOVED ' ~ • • d TO BE REMOVED APPROXIMATE LOCATION • TOP OF CURB Q • ELEV. - 13.92 0 ~
4 . ~ EXISTING PIPES EXTENDING C/3 • a / ADJUST RIM TO ~ / ~ l FINAL GRADE
THROUGH BULKHEAD ' - - ~ cv ~ ~ 7
(jJ h,~ ~ ~ : 'i EXIST. SMH a io SEE NOTE 3 ~ ~ F.. - - - ~ S RIM = 2.81 w
1 `0 Q N81'16'45"W ~ ASPHALT TO d BE REMOVED /
/ . / /
2 O / N 1 2 3 4 5 6 NEW CURB & GUTTER
p ~ p ~ ~ N © ~ / O 6 l CURB INLET 37 LF 18" CMP LE END ~k. p ~ INV. = 0.75 INV. IN = 0.75
a / / v FLAG POLE ~ \ S TO BE REMOVED LE END FE R! T. F AKIN T. AN E a ~ i / INV. OUT = 0.50 SET 5/8" REBAR T. 3 T ® 2
~ w ~ ~ \ ~ ~ ~ EX. PILINGS TO SET 5 8" REBAR ~ 3S \3 ~ ~kq • BE REMOVED ~ / cn ~ ~ / ~
Y in \ O ~ 3 .S ! yO ~i FOUND MONUMNET q ~'f, a
~a X A PHA T T MAN ~ " END EXISTING SHEET OO FOUND MONUMNET E, S l 0 RE I o T1E NEW SHEET PILE ~ PROPOSED DROP INLET MATCH EX. WALL BULKHEAD TO EX. TOP w
ao ~ f ~ PILE BULKHEAD - 0 10 ELEV. = 15.50 ELEV. = 15.80 x-5.8 PROPOSED GRADE _ ~ r
a z ~ ~ REMOVE END WALL AS _ ~ ' d` ° EXISi1NG CONCRETE NECESSARY TO TIE TO • c , w< , " . , _ EXISTING BULKHEAD ! '
• N81'16 &5 W'- EXISTING CONCRETE 130.82' TO BE REMOVED w PROPOSED BRICK WALK Z
N m ,ciY~ - RAMP YO RAMP _ w
$ _ _ ° ~ ` EXISTING BRICK WALK C TBM -TOP NUT _ TO BE REMOVED 4 ci 6 CONCRETE TBM -TOP NUT
N FIRE HYDRANT ~ ELEV = 7:04 "MARIN „ • EXISTING ASPHALT FIRE HYDRANT n MATCH EXISTING EXISTING BRICK WALK o ELEV = 7.04 TOP OF CURB
ERS WFIARF TO BE REMOVED m ~ I ,r MARINERS WHARF W ELEV. = 13.60 ~ o o
3 f ~ w '•-10' EXISTING ASPHALT ~ EX. PILINGS (TYP) '•-10' ~ EXISTING ASPHALT a
PROPERTY LINE 0 PROPERTY LINE M h
0 M R/W LINE 0 R W LINE M / N Q
rn ~ - - PROPERTY EXTENSION I - - - PROPERTY EXTENSION ~
- -,5 - EXISTING CONTOURS ~
v -5- EXISTING CONTOUR a Q
a ~ L n PROPOSED CONTOURS
L Y
CrR.APHiC ~CAT,F GRAPHIC SCALE
.`r 20 0 10 20 40 80 20 0 10 20 40 80
0 M O i
M DEMOLITION PLAN O CONSTRUCTION PLAN 1 ,^`n 20 n
( IN FEET ) IN nET
0 w 1 inch = 20 ft. tz
C u
E a
iri