20091302 Ver 1_CAMA Application_20091210

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
December 8, 2009 EXPRESS PERMIT
MEMORANDUM: quo? L Iv 1009
TO Cyndi Karoly
Supervisor DENR - WATER QUALITY
401 Oversight and Express Permits Unit WETIANDSANDSTGRMW,6JE.RBRANCH
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: Express CAMA Dredge & Fill Major Permit Application
Applicant: Cameron Property, LLC & City of Wilmington (Love Grove Tide Gate)
Project Location: 2200 JR Kennedy Rd., adjacent to Burnt Mill Creek, in Wilmington,
New Hanover County
Proposed Project: to repair a breached berm by constructing a vertical sheet pile wall and to
rehabilitate the shoreline along the northern tip of the existing berm
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 2, 2010. If you have any questions regarding the proposed project,
please contact Jason Dail 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
One
127 Cardinal Drive Ext., Wilmington, NC 28405 NorthCarolina
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net Natumllff
An Equal Opportunity 1 Affirmative Action Employer
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Cameron Property, LLC and City of Wilmington
2. LOCATION OF PROJECT SITE: Located at 2200 JR Kennedy Road, adjacent to Burnt Mill
Creek, in Wilmington, New Hanover County.
Photo Index - 2006: Not available 2000: Not available 1995: Not available
State Plane Coordinates - X: 2323571 Y: 183651 GPS File: V-120410A
Lat:34°14'59.275" Long: 77°55'45.598"
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12/04/09
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - completed 12/07/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County/City of Wilmington
Land Classification from LUP - Conservation/Transitional
(B) AEC(s) Involved: CS, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Municipal (water control structure) - Tidegate
(E) Wastewater Treatment: Existing - Municipal Planned - None
(F) Type of Structures: Existing - Tide gate, bulkhead, rip-rap and sewer mains
Planned - Bulkhead and vertical sheetpile wall
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands 80 sq. ft.
(open water) (sheet pile wall)

(C) Other 4,784 sq. ft.
13,951 sq.ft.
I High ground (berm
reinforcement) (total disturbed)
(D) Total Area Disturbed: 14,031 sq. ft. (0.32 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: Closed
8. PROJECT SUMMARY: The applicant is proposing to repair a breached berm by constructing a
vertical sheet pile wall and rehabilitate the shoreline along the northern tip of the existing berm.
Cameron Property, LLC and the City of Wilmington
Page Two
9. PROJECT DESCRIPTION
Criser Troutman Tanner Consulting Engineers, on behalf of Cameron Property, LLC and the City of
Wilmington, has requested that the attached application be processed under the Express Permit Review
Program.
The subject property is located 2200 JR Kennedy Road, adjacent to Burnt Mill Creek, in Wilmington,
New Hanover County. To access the project site from the Wilmington Regional office, turn left onto
Market Street (Hwy 17) from Cardinal Drive. Continue west along Highway 17 south towards
downtown Wilmington and turn right onto North 23`d Street. Cross the rail-road tracks and turn left onto
JR Kennedy Road, (adjacent to the Budweiser Distribution Co.) Continue along JR Kennedy and merge
left at the end of the asphalt road. Continue along the dirt path (electrical easement) and the project site
will be located on the right hand side of the road (at the very end), adjacent to Burnt Mill Creek. The
property is approximately 14.27 acres in size with approximately 900 linear feet of water frontage.
Elevation at the property varies from 4'-6' above normal high water. Commercial, industrial and
residential properties border the site to the east, west and south and Burnt Mill Creek borders the
property to the north.
The high ground portion of the tract includes species such as Live Oak (Quercus virginiana), Cypress (T.
distichum var. nutans), Wax myrtle (Myrica cerifera), Long-leaf Pine (Pinus palustris), Sweet Gum
(Liquidamber styraciua) Sycamore (Platanus occidentalis), Magnolia (Magnolia grandijlora), Red
Maple (Acer rubrum), Poplar (Liriodendron tulipifera) and Birch (Betula Nigra). Scrub vegetation and
rip-rap material are located along the western property boundary, within the transitional zone, and
complete the near shore edge, or Coastal Shoreline, along the bank of Burnt Mill Creek. With the
exception of the area contained by rip-rap and broken concrete, the remaining northwestern portion of
the property consists of "404 type" wetlands, intermixed with two Coastal Wetland species. Coastal
wetlands vegetation consists primarily of Cattail (Typha), intermixed with Sawgrass (Cladium
jamaicense).
A massive berm consisting of natural soil and granite boulders is located in the far southwest corner of
the property. The berm used to extend further west and connect to a now isolated island, located between
the main portion of the property and the tidal gate serving Burnt Mill Creek. The City of Wilmington has
historically used the property as a means of accessing the existing sewer lines that intersect this
particular portion of Burnt Mill Creek.
The waters of Burnt Mill Creek, adjacent to the proposed project area, are classified "SC" by the
Division of Water Quality. This section of Burnt Mill Creek is NOT designated as a Primary Nursery
Area by the Division of Marine Fisheries, and according to maps provided by Shellfish Sanitation, the
area is CLOSED to the harvesting of shellfish. Please note that this area is classified by the Division of
Marine Fisheries as "inland waters", and therefore the site is subject only to the 30' Coastal Shoreline
Buffer, Area of Environmental Concern.
PROPOSED PROJECT:
As proposed, the applicant is requesting approval to repair a breached berm by constructing a vertical sheet
pile wall and rehabilitate the shoreline along the northern tip of the existing berm, adjacent to the tide gate.
City of Wilmington
Page Three
Prior to repairing the berm, the applicant's are proposing to haul in clean fill material to raise the elevation of
the existing berm located along the southern property line. According to the application package,
approximately 266 cubic yards of material would be hauled to the site and placed within a 208' x 23' area
along the southwest property boundary. The property elevations are slightly lower in this area and because
heavy equipment would be brought on-site, the elevation needs to be raised. As shown on the Corp of
Engineers approved "404" wetlands delineation map, the area for which fill is proposed does not contain any
"404" type wetlands. Following deposition of the soil, the applicant's proposed to grade and seed the area.
Once the access way is finished, the applicant's propose to remove an old timber bulkhead that is located in
the immediate vicinity of the proposed wall (breached area). Once the old timber wall is removed, the
applicant's proposed to install a sheet pile wall across the breached section of the berm. The sheet pile wall
would span approximately 40' of open water and would connect to the isolated island located just west of the
breached area. The wall would be toed in approximately 8'-10' along its eastern end and approximately 30'
along its western end. According to the site drawings, the applicant's may need to remove some material
from the existing berm in order to install the new wall. The excavated material would remain on-site and
would be placed back in its original location once the wall installation is complete. The applicant states that
no fill material would be placed on either side of the wall section spanning the open water body (i.e. no rip-
rap on either side of the wall in open water or wetlands). The sheet piles would be driven to a minimum
depth of 30' below the substrate, or to a depth necessary to retain the flow of water. The height of the wall,
above normal high water, would be slightly higher than the surrounding landscape.
The final phase of work in relation to this project includes the rehabilitation of the western most shoreline
bordering the Burnt Mill Creek tide gate. Approximately 31 linear feet of steel sheet pile abutment would be
placed behind the existing timber abutment, immediately adjacent to the tide gate. Currently, the shoreline is
stabilized by a timber abutment, concrete slab and loose granite aggregate. The applicant states that some of
the concrete would need to be removed in order to install the new sheet piles. The disturbed area behind the
new wall would be graded to match the surrounding topography. New sections of chain-link fencing would
be installed along the western most property line bordering Burnt Mill Creek and along the western shoreline
bordering the breached area. Both the fencing and shoreline stabilization would be located above normal
high water, but within the 30' Coastal Shoreline Buffer/AEC.
10. ANTICIPATED IMPACTS:
The proposed fill activities and shoreline rehabilitation would result in the disturbance of approximately
13,951 sq. ft. of high ground. The vertical sheet pile wall installed to repair a breached section of berm
would result in the incorporation of approximately 80 sq. ft. of public trust water. Additionally, the wall
installed along the breached section would result in filling approximately 80 sq. ft. of previous disturbed
high ground. The vertical sheet pile wall construction/rehabilitiation, debris removal chain-link fence
installation would be located within the 30' Coastal. Shoreline Buffer. No impacts are proposed within any
Coastal or "404" type wetlands.
Submitted by: Jason Dail Date: December 8, 2009 Office: Wilmington
son M'-1
APPLICATION for

Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Cameron Property, Llc Love Grove Tide Gate Breach Repairs
Applicant 1: First Name MI Last Name
William H. Cameron
Applicant 2: First Name MI Last Name
Sterling B. Cheatham (City Of Wilmington)
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1201 Glen Meade Road Wilmington NC
ZIP Country Phone No. FAX No.
28401 USA 910 - 762 - 2676 ext. 910 - 762 - 2680
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. ` Agent/Contractor Information
Business Name
Criser Troutman Tanner Consulting Engineers
Agent/ Contractor 1: First Name MI Last Name
Robert A. Walker, El
Agent/ Contractor 2: First Name MI Last Name
Jeff R. Troutman, PE
Mailing Address PO Box City State
3809 Peachtree Ave. Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910 - 397 - 292 9 ext. ext.
FAX No. Contractor #
910 397 2971
Street Address (if different from above) City State ZIP
Email
[e-mail]

<Form continues on back>

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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 2200 JR Kennedy Drive
Subdivision Name City State Zip
Wilmington NC 28401 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Burnt Mill Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
900 14.27 acres (621,621 SF)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 5 ft. ®NHW or ?NWL
e. Vegetation on tract
grass, shrubs, small trees
f. Man-made features and uses now on tract
Exsting features on site include a timber/concrete tide gate structure, a dilapidated timber bulkhead, sanitary sewer
infrastructure, water distribution lines. Site is an undeveloped, vegetated area along the banks of Bumt Mill Creek.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent property to the north is undeveloped, vegetated area. Adjacent property to the south is CSX railroad track which
runs east to west. To the west is Bumt Mill Creek, and the opposite side of the creek is the site of an old landfill/dump,
currently being renovated by the City of Wilmington and made into a public park. To the east is a commercial business.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Al (Airport Industrial) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been. done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property? °= w k -
<Form continues on next page> ';-
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Site is undeveloped and thus no wastewater sources exist. However, major sanitary sewer lines and associated
infrastructure (manholes, pipe anchors) cross through this site, as this is a significant section of CFPUA's waste collection
and conveyance system that delivers area sewage to the WWTF.
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
No existing stormwater management or treatment.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Site will continue as an undeveloped natural area that also contains significant public sanitary sewer infrastructure
(maintained by CFPUA) and an important flood control structure maintained by the City of Wilmington.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard land based equipment will include a crane, grader, dump truck, and backhoe. Equipment will be stored on site
during construction project.
d. List all development activities you propose.
Construction of 81 LF of cantilevered sheetpile wall which will join upland areas on the east and west side of the tidegate
breach location. By eliminating the short-circuiting of tidal water around the City of Wilmington's Love Grove Tidegate,
concerns of property damage and life safety due to flooding can be reduced.
Rehabilitation of 31 LF of sheetpile along the eastern bank of Burnt Mill Creek at the location of the Love Grove Tidegate.
Construction of 208 LF of earthen berm consisting of approximately 266 CY of compacted fill material, stabilized with
vegetative cover on top. The re-establishment of the pre-existing continuous berm will connect adjacent high areas and
elimanate concerns pertaining to future tidegate breach scenarios through this low-lying vulnerable location.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? .32 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (1) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Federal Paper Board Company, Inc. Phone No. [phone]
Address 75 Chestnut Ridge Road, Montvale, New Jersey 07645
Name CSX Corporation Phone No. [phone]
Address 407 Old Mill Road NE, Leeland, NC 28451
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this applicatio is truthful to the best of my knowled e.
Date Print Name ?? LrFA P N
Signatur 1 ?d
Please indicate application attachments pertainin to your pr se4oject. a.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
arc iii . 2 J 1 „., is . -1 R " I w, . „ . a i I'
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-3 Upland Development
?DCM MP-4 Structures Information

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2a2-''3'0 28,08
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Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project NA NA
Depth
1. EXCAVATION SThis section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW _ ?SAV ?SB
?WL SNone
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
1 2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No SNA ?Yes ?No [DNA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL SNone
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes ?No SNA
(ii) If yes, how much water area is affected?
252-808-2808 n 1-888-4RCOAST :: tire„vvv.nccoastalo-?iaa°sai .e nent.nctrevised. 1E26106
DIVISION UE
COASTAL MANAGEMENT
Form DCM P-2 (Excavation and FiN, Page , of 2)
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
i ype or snorenne staon¢aaon:
OBulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance watenward of NHW or NWL: bulkhead
stabilization at tidegate = 0.0 ft.; sheet pile cutoff wall at tidal
breach = 40 ft.
e. Type of stabilization material:
steel sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap 'None
Breakwater/Sill Other
i. Source of fill material.
local rock quarry
b. Length: 81 ft. (breach location): 30.5 ft. (bulkhead rehabilitation
at tide gate structure)
Width: 2 ft.
d. Maximum distance waterward of NHW or NWL: ulkhead
stabilization at tidegate = 0.0 ft.; sheet pile cutoff wall at tidal
breach = 40 ft.
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Some erosion along berm at the south/east side of the breach
area (quantity unknown).
h. Type of fill material.
#57 drainage stone directly behind bulkhead
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be elated in noaetai wPt1anr1Q/ nmK lr.M
If yes,
(ii) Amount of material to be placed in the water N/A
(iii) Dimensions of fill area _208'x 23' (approx. 266 CY)
(iv) Purpose of fill
Raise elevation of earthen berm, to prevent future tidal
breach over low area.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ONone
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be used to keep sediment from entering adjacent
waters. A temporary construction entrance will be installed at
the edge of the Limit of Disturbance. All disturbed area will be
stabilized with seeding upon completion of ground-disturbing
activity.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
land-based mechanical excavation equipment (bucket, clam-shell,
etc.)
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ONo ?NA site? []Yes ON N1
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps a i Ty v id environmental impa `1J DEC
4UUJ
Date Of OASTAL MANAGEMENT
252-808-2808 :: 't-888-4R9COAST :! www_ncc nastalrra Qrra±ertit_n t revised: 92126!06
Form DC MP-2 J,Excavaticn anti Fif?< Pa $ L? of j
Love Grove Tidegate Breach Repairs
Project Name
Cameron Property, LLC / City of Wilmington
Applicant Name
/4?4 A C' p-
Applicant Signa re
E(0.8,ZV7;7,-
OED 0 $ 2p09
COASTAL IM ON OF
ANAGEMENT
252-8408-2808 :: 1-888-4RCOAST .. ?v wr.r3??c?astatlrr??a7 ?c3?rrs?n#._n?? revised: 1212646
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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
N/A
c. Density (give the number of residential units and the units per
acre).
N/A
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No [DNA
(ii) If yes, list the date submitted:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
13,951 SF (0.32 acres)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
No impervious surface
I. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
No impervious surface
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No discharges
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ONo ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
-, ;•a f
252,-808-28082 .: 1-88134RCC AST rnrr,n raa 4ccaastalrr.: rya revised: '1 t rt9 i
r i D kA MPS ? ? ,., ., „, a g gar ! O 2'
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community, public system, etc.) (ii) If yes, how many acres?
N/A
o. When was the lot(s) platted and recorded?
December 30, 1986
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Date
Love Grove Tidegate Breach Repairs
Project Name

252-808-2868 revised: 12,2606
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-00713 County: New Hanover U.S.G.S. Quad: Castle Havne
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: City of Wilmington, Public Services Department
Address: Attn: Dave Maves
Stormwater Services, 209 Coleman Drive
Wilmington, NC 28412
Telephone No.: 910-343-4777
Property description:
Size (acres) 5.0 Nearest Town Wilmington
Nearest Waterway Burnt Mill Creek River Basin Northeast Cape Fear
USGS HUC 03030007 Coordinates N 34.2549 W 77.9263
Location description The proiect area is located at the Burnt Mill Creek tidegate structure just north of the railroad
right-of-wav, at the end of Railroad Street, Wilmington New Hanover County North Carolina
Indicate Which of the Following Apply:
A. Preliminary Determination
c
Based on preliminary information, there may be wetlands on the above described property' We `trongl'y suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
X There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 10/30/09. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635.
C. Basis For Determination
This site contains a tidallv influenced waterbodv that exhibits an ordinarv hi 2h water mark and is Burnt Mill, a
Navigable Water of the U.S. This site also exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manual and is adiacent to Burnt Mill Creek. This determination is based on information submitted by S&ME and a
site visit by Emily Hughes on August 25, 2009.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Emily Hughes, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave.
Wilmington, North Carolina 28403-1398
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 12/30/09.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: n
Date 30 October, 2009 ` ?` xpiration Date 30 October, 2014
Action Id. SAW-2008-00713
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http:,''reeulatorv.usacesun7ev.com/ to
complete the survey online.
Copy furnished:
Nick Miguez, McKim & Creed, 243 N. Front Street Wilmineton, NC 28401
Paul Masten, S&ME, Inc. 3006 Hall Waters Dr., Suite 100, Wilmington, NC 28405
:a
NOTIFICATION'OF ADMINISTRATIVE'APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: City of Wilmington Stormwater
Services File Number: SAW-2008-
00713 Date: 10/30/09
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C

APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I.- The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/rep or
Corps regulations at 33 CFR_Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding
the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be
appealed), by contacting the Corps district for further instruction. Also you may provide new information for farther
consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to
an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where
your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer
has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information
or analyses to the record. However, you may provide additional information to clarify the location of information that is
already in the administrative record.
POINrOF CONTACT- FOR QUESTIONS; OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you
appeal process you may contact: may also contact:
District Engineer, Wilmington Regulatory Division Mr. Mike Bell, Administrative Appeal Review Officer
Attn: Emily Hughes, Project Manager, CESAD-ET-CO-R
Wilmington Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Ave. 60 Forsyth Street, Room 9M 15
Wilmington, North Carolina 28403-1398 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15
day notice of an site investigation, and will have the o ortunit to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Hughes, Project Manager, Wilmington,
Regulatory Field Office, 69 Darlington Ave., Wilmington, North Carolina 28403-1398
For Permit denials and Proffered Permits send this form to: ,
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,'"Georgia
30303-8801
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T7y~9 ~y ~ ~ ,n ~ TABLE OF CA 'A 5 ~J6 /~~ppI C10 CAVE LE OF CONTENTS
COVER SHEET
~ 4 ` ~ l 51.0 PIAN
PLAN NOTES ~ ~ ~ ;e ~ o ~ ~ ~
~ ,er ~ 52.0 ENIA 52.1 ENLA ~ 53.0 SECT SITE ~ ENLARGED PLANS
ENLARGEf~ PLANS & NOTES PERMIT DRAWINGS
SECTIONS & PROFILES. IrOR R~I~
NQT FOR CONSTRUCTION.
_ OVIMEft/APPLICANT:
Gameran Company, LLG City of Wilmington
VICINITY PLAN LOCATION PLAN 1201 GLEN ? ~.a ~c 1810
M8.N1NGTt~I, NG V6LIi~TON, NC 28401
PN: 910-782-2678 PW: X10-341-7807
~fi256
~ r.tisl~c~TO~ City of Wilrningto~ SCALE
CRiSERTROUTMANTANNER
North coroline .November 9, 2009 ~,,OV~ (move Tidegate ~ CQNSBITING ENGINEERS 3809 T FeacF4raeAVe.,S~ite 302 AS SHOt~N
~ T~~i6'/' AAi b4iimingtan,NC~28d03
Division rKwar." IM"NOMrt ]a %a ML W 910.397,2971 Fax
CHECKED 3xT IFLE NAME Development Services # Engineering Division P.O. Box ;.810 ® 305 Chestnut Street e Wilmington, NC 28401 ® [phone] n Breach Repairs TANNER EmaWdt€9ctiengneern g.com SHEET ® [phone] S6607 Wilmington, N.C. Nmr Firm Lcense f: F-0113
p~}~+ JRT " CLO of 5
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~ / /r . ~ 7
- ~ ¦ ~ . - 'may` / ~""~Y ?d8 ~ / / it
~i( I i'~r~~_i ~ ~lr1~`v~C ""`IR,.,e~, / / / / / / / / / f}....7_ / / i" .
- ' a ~ ~ _ ~ ` l ~ - _ _ _ APPROA. NORMAL _ - HIGH WATER LINE " - / / / / f/ / / / /
/ / / / / / / / p. / / 1
. ~ f / / ~
3d AEC ~ .
LINE/BUFFER 4«,,,,~
~ ° ~ ~3~~ ~ - ~ ~s~~ _ ITE 1 LOCATION KLAN ~ _ f- ~ .a II ~ ~ S _ ~ _ - d a t,A ~a ~ P ~~"'1- 1. SCALE: 1 = 2d --D ~ 6 -~4._- = _ `~i~~~_=~ ELEVATE LOW AREA _ . ~ 111 ~ ~
t NF ~ - - OF BERM W/ "~"a+-,.,,,~;; COMPACTED FlLL
~ _ , CSX RAILROADS b - MATERIAL
t,' , GRAPHIC SCALE: t =20 ~ _ 0 ± t+' o~swa¦e¦¦¦nur¦¦s¦¦¦oee¦~®r®s¦u¦¦®¦¦¦e®¦a¦eo¦e¦ee®¦®e®¦®®®¦®¦¦seo¦se¦saae¦rrrr• rrrrrrrrrrrrrrrrrurrrnrruurrrrrrrareuexnrusrrrrrrrerrrrrrrsnrnrrrrrrrrrrurrrrrrrrrrraruurrrrrrrrrrarurrrnrrrarrr®rrrrrrrarrnrur®nrrmi
i
5 Y.~ , ~ 20 0 2a LEGENd
x J, ~ ~ ~ . - X~fi{ '
~k+, , ti~ ~ G . RAIL t~-„rgy~ y~ W,._...,.* +t~++H+~+++++ RAIL ROAa TRACKS ~ EXIST. SPOT EL CONCRETE
. ~ N R ~ + A NOT SANITARY SEWER ~ 4.3 PROPOSED SPOT EL.
J o~Y" A~~" ~ ~~f ~ -..._r_. _._.f-Y-e~.t-.__a-Y-..-._ ~71TU lP T UPLAND AREA WATERGNE ~ REB~4R ds CAP
. ' ~ ~ 1, TOPOGRAPHIC SURVEY PROVIDED BY McKIM & CREED, PROJECT ~ :05344-0001 ' ' ~~1%,~ trt::. ~ F~. ,ti s t ~ DATED ~1NE t2 y008. --~--a-«~-~-~-~- 4VERI ~ ti~ WATERS OF US 41+ERHEAD ELECTRIC ~ IBIA TEMPORARY BENGH MARK
2. HORIZONTAL DATUM: BEARINGS BASED ON NC CRID NAD83 (2001y. - - - - - C,uAA CAMA NORMAL WIGH WATER UNE rs; SANftARY SEWER MANHOLE ~ ~ WETlAN0.S
' a ~ r~ ,t a` ~ tx:~ ~ ~ ~ ~4 3. VERTICAL DATUM IS NAW B$. a~ w. `.~"~i~~~"~ , f ~ - , . - COASTAL WETLAND LINE WATER VALVE 7~
4. ALI. DISTANGE5 ARE HORIZONTAL GROUND IN U.S. SURVEY FEET UNLESS , ~ ~ t.~; ,ay,~,~ ~ _k~, ~.a~,,. OTHERWISE SHOWN. - - 3O` AEC UNE °4v LI COASTAL MT:1'tANDS AREA
. ~ « ~ N , s @ > ~ ~ ° . 5. ALL GRID COORDINATES SHOWN ARE BASED ON A VRS-GPS SURVEY. ~ WETLANaS ~ wnTER ' f Flu. AREA PER IT RAVUl
f'~, ~ ~~D-. _ . ~ fi. UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVE GROUND SERVICES v~l~~ rte,°n PROP ~ PawER POLE -x--.--,r PROPOSEa FENCE ~ AREA OF CONCRETE. REMOVAL R EY
e . ~'b r ~ ~r ~ r i,,~ r~ ~ ARE VISIBLE. s ' ~ ~ ~ ~ ` ' ~ _ ~ ~ r F.``a E ~ ~ r= ~y,' " 7. COASTAL WETLANDS 404 WETLANDS AND NORMAL HIGH WATER LINE DELINEATED Pte' -a--°-- PfnN'OSEa SILT FENt~ ~
~ E~ , , ~ f~., v~ P , ' ~ ~a ~~r~~~.; ~ BY S&ME IN AUGUST 2{)09. THESE DELINEATIONS WERE FIELD VERIFIED BY
N~, _ " ~ ."r . { r. ~ LOD®~ ~ ~ LIMIT , . - ~ r., ~ , , ~~„~~,=.v ~ a s ~ ~ DATUM CONVERSIONS - . , > , ~ , . USACE AND NC-DCM ON AUGUST 25, 2009, ~ LIMIT OF DISTURT3ANCE ~ ELEVATKiN "'~'N°S ~ T E CONSTRUCTION
p rh,~ ~ ' NAVD t98t3 0.0 fi. WETLAND AND NORMAL HIGH WATER SURVEY PERFORMED BY McKim dt Cried EXIST. CONTOUR H.P. HIGH POINT CONCRETE SPILLWAY
~ ~ t r.~ ~ aR~T~~ ~ ` ~ AND DATED SEPT. 4, 2009. 5 PROP 'o: a ~ ~ PROPOSEa CONTOUR INV. INVERT OWNER/APPLICANT:
- =~~p. ° , ~ ~ - ~ ~ ~ t.3' 9. NORMAL LOW WATER NLW FIELD VERIFIED BY ENGINEER ON 11 12 09. _ _ _ _ ( ? / / APPR 10, PROPERTY LINES SHOWN TAKEN FROM NEW HANOVER COUNTY GIS AND ARE APPROXIMATE PROPERTY LINE RCP REINFORCEa CONCRETE PIPE Cameron Com any, LLC City of Wilmington
PtORMAL LOW WATER NLW ~ -1.3' APPROXIMATE. gppR 2 ENTRANCE LOCATION PLAN t 1 - - APPROXIMATE NORMAL HIGH WATER LINE EES FLAREa END SECTION 1201 GLEN MEADS RQAD P,O. BOX 1810
a 11. TOPOGRAPHICAL SURVEY DATA ALONG EAST BANK OF TIDAL BREACH AREA WAS ---------_~_-_e AppR 1. SCALE; 1 = 500 ~ ALTERED TO REFLECT CURRENT CONDITIONS. APPR07gMATE NORMAL LOW WATER LINE WATER DEPTH REIATNE TO WILMINGTON, NC 28401 WILMINGTON, NC 28401 NORMAL LOW WATER (NLW}
PH: 91 d-762-2678 PH: 910-341--7847
i~^4 tt{{~~ l [~j/~ 1gp~~y~ y~ X6256 T ~7r'?,
7RT DAZE l?1l i~l' ` ~1rnlllgtOn CRIS ER TROUTA9AN TANNER
; S~ PAt~ r o r s a ro I n a November 9 2009 Love Grove Tidegate C p I S E R ('ANSUlTINO ENGINEERS 3809 A ~ (tiLj®ji~hi ~ PeacYdreeAve.,Sule 102 L'1 x)11 Y11V
q~ p~ g ~ * ? uti'ilmir~lors, NC 28403 Ntp~R 6 i°1 h8 1 A Ia 410.397.2929 Ph
~ecrPl<onrne~t .~iervic~ i~eeer~ee I}iVision rom - !r~}1V131021 Rr,'~r ~rsna>ra QLTL'L'T
.-e.~.o. CHECKED FILE NAME v ®('VVV~ l./l +µV11 36idL?6AU J TANNER 910 341-7807 S ii Emaii:[e-mail]
DATE I P.O. Box 1810 ® 305 Chestnut Street + Wilmington, NC 28401 ® [phone] c' ~I PM. EWA. JRT ingt~n, Firm Licensed: F-0113 SLoof 5 N.C.
RUSONS

APOR NORM. AL
tADJACENT PROPERTY
UPLAND AREA .....\. �,; , ` �`� ,1
-Z..,, ',, . '; IF
\ .\, ,,� �. f.. r AIL .111E � s �L lip s! I!L Q► TO NORTH: �Ilt
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N
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\y.... a LOW WATER UNE �,!
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., Ns 183611.35.. ....... \ > . `\ a
ti.. \ -��
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�y:... T ' CE 1 l 5! `. yi . �\ . � j�� AI AIL
j �� �
�• ,/ ^- S11iL • _3112.L. ..a.tJiL
1< \ �,' 3 `'�— l-_-�—. �` . . . . . . . . . . . . . . A NORMAL
..... Q ..... LOGS AND El(ISi1 G . t. f �' . . . . . . . . . . - HIGH WATER UNE UNE C
T
o �\ \` 'e��........... . . °�\ \ i c ; DIA. ICH HA ,W Uta D
t ;• L • E LKHEAD O j
.. ® t • ! A • INS J . 'UNIE OF1 . 0. . �r ! t . . . �� �� ,` sI IL SIL AIL sI�LL 1�1.
\ ♦ `\ � . ,r� . i. / TH 1.3' -NLW 1. ,j 404 WETLANDS -�
�y `.', rr, f. k /. r 1 �. J f . . . . . \. 1. .
� TIM BU TO
LAMA NORMAL 1
MEET PILE . fl . . \,.� . r. it .``�. i . �!�! . rr' . . . . . . . . . . . . �iL HIGH WATER UNE .111E .111E .111E 1lilL
MEW Sr PILE f k t �. .. . . . . . . . . . .
CUT WALN� . . . .
f t r \ r t )/ �/ .
CAMA NORM l t �. E . ` 1
HIGH WATER i/53.0 I*wsTl M WALL hS PosEo i : .. ... ... .. . . .. ... ... ... .. - .. ... .. sl11� .111E
: ` OF RIPR • AA�E3 TRA + , ``�
UNE e 4 . 1. , .' . 5'FIALL EXCAVATE MA AL A9 ; r . . . . - . . . . . . . . . _ _` .
QUIR TO INSTALLSHEET, PI i • , - • • ° • `` •` • • - ' , . . _L� , . . . . - .
f/! i• i�X. '� r/�// .–_ _ ___ i .� r �'��\. �` � . . . . . . - . . - . .
. . . . . . . . . . . . r'f
404 WETLANDS—L,
. . . . . . . . . . . . . . . AIL
, ` `i) '
L.-...�� _ AIL AIL
; .111) - t z ,' _----=t-r'-� ," -`� `, _ '" '•' i�`° " '
,JL
w.,,ya� ; ! t7 � '\.,\ . l t . t i.T�. •.` . . �.,. - ...tib` . - - /
J,,, ,�. �,. ; ; ' iT BICE ` .� \`�� � ........... , .... \` . s1ilL,` AIL �L .1111 LUL
- �\ J
. . . . . . . J. r '�,;,... 404 DS NE ; f
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e .�}..•,.r�T^��y• .1 \,g/. yam, _ . . �-.,,�. -tt//y l..`l '•"._"Y�� \ I
RAr
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DEPTH • 0:T• NLW �� , ,,.._. . . . . . . . ` . j . ; I^' •1'2323979.31. :.:
~ /
�_rr,,_.,,�✓..°"-. . �+.�J ,T p�.� .f i t.t .� \\ `. `.- ... - - , � _ '-• .- �•,,,• `'+!,
r '.f, v(/ �/ f i . j . r . \; . / / ;. ~ ` `` _ ``y`` ��� ,�� �.. �♦ ,ILL r+s S1L1L
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•— �,.• N•—•�,-'"T"". •'^••+,1 1, --. r�--••v� /�y
'APR
IOCATION
ST. UNO N r
`q�t ��~` !fA LIENEE lirl� t
�,•..•-•^!"",.•'..•�""'� ,.- \0.\1 ®�`^'f. 1 HEA VVIY Y - �►„•_.p - - -�a ~�- `/ ^- ,,,,,„L` / / / ' '_"wC7 _]iA1Lf �2tiL .�JJil.
EQlll ENT. . Ll �t� ice`.. f `•�` /
,� • - . �. � • � - ,�.,�,. �.
TEMPORARY SILT.
_ / / / / "�Z'- ' / J f FENCE ..... .
CAMA NORMAL
`\\ . . . . j i 1. HIGI~L VSA ... LINE .' /.. ... / / / / / / WOODS UNE ..--...
f .�
/ ` r� Il�N1f 4F
.�l-ER
/'�!-��`.� _ -� - DiSi URBANi:E
'``�:, `�., • . ��. ,�� - - ~—_�/ . - �/ �� � . ..;-.; / l .- r� ... �,� TEMPORARY
\� '°`.. _'•s"' i /moi - / u..''�'.' "•+-., / �,! . .. .�`a'yR - - - .. - _`!`1. / �/ �•/ �. �. . . . . . ;��,,.-.. V�iNv?,l I�VV •l.�i.
''i1''''��� ♦' � / / / %ter' "� ,.. '�°�•. - �/ t/ / / � . - � � / / - / .+ ! / / / / / /
\ �\ ..--_+.. - 'j /�. - - - - - - _{/� �.�-®
-_...-.�.._...,....-_. ` �. .•'�.`r/ • •�\. .•� `4 NORMAL HI \ .� - ....r- ,.•. - - - - . . . . . .. / f f / / / / / .. .�. �' ��•L+i.!'.
____- _ ti �:\. ,, \, - WA UNE �, ....... /" ".. �►s� c+_"�--•—--�.•.-,
_ ~., .......
-__ __-____-__ __ _.�� �� iy'•''' \'` SNE
.•'. -,..r_.._sw..-_�_a- -n _..+... �i,ti� +..meq \1`� / �\ /
.. - - - -
'''- ---------------_ ...�,� / /
r y�4 yYy- _..-....,.. ,_•...-_..-_...� A�1.S`` '� 1,,�,�ry- e +rte• _'1_ .. .. .. .. •
APROXa LOCATION OUST. UNDERGROUND
'�,•,.}�Y �
iNATERI.fNE - 14
KEEP HEAVY CAN UCTION ....
EQUIPMENT OFF LINE `"R'►�e . l .. / / / / / / i .
-„•.-, !ter ^'"`^•-• '+', �'^•-� 1
1 ENLARGED PLAN CUT OFF WALL BERM EXTENSION
_ - __ _ 3Q3 C 2 S : i ®- 10'-Q" REFERENCE S1.Ql, 521, AN 3.O FOR NOTES ,
0 20
GRAPHIC SCALE: 1"=10'
•1 ~- _` '� LINE/ BUFFER
....... W i-® Mimi Mimi ti`® M.
T----�_-__� _ _ __ _ _ __ �__ o .{ L E G E N D "
10
' rw� I►a ,Rases ...... .,
_ �-'y - __ 1 �'�' '---------------------------------.--__S94TARY Six ......
� 1 ""�� a••-•••a.a_..a"'v'_v-'_'a�v"v—a„"'v""'-a"'""`
WATERLINE ELI W IERS /� .. -.
US+•.«°".^`•..--.acr....as._.rc._as....+e¢...-.as �.ac .._sem:_.s_-w..` E:KY,fWll AA iN" -
CMA NDRMAL,HCH fllRlGR UNE . . .
-- _ APPROX.
'`-- PROPOERTY UNE
N /F —'''--
CSX RAILROADS '`•-_
-~ 1
PM
FU NAW
WETLANDS AREA
3W AEC LINE
404 WETLANDS 00AS[ALwEnANDS AREA
PROPOSED FENCE - _7
PROPOSED SLT FENCE ALL AVA
. ► .;
APPROXKME PROPERTY
NORMALAPPROI a
WILMINGTON
North Carolina
Developnwnt Services is Fmgineering Division
P.Q. Bax 1810 e 305 Chestnut Street e Wilmington, NC 28401 e [phone]
November 9, 2009
S6-0609
PERMIT DRA11111,GS
FOR REVIEW
NOT FOR CONSTRUCTION
OWNER%APPLICANT•,
Cameron Company, LLC City of Wilmington
1201 GLEN MEADE ROAD P.Q BOX 1810
WILMINGTON, NC 2MM ULMINGTC1N, NC 2&101
PH: 510-782-2376 PH: 910-341-7807
�{q�J7ss
City of Wilmington iZ g9toj g� �
�sz
CRISER 7ROUTMAN TANNER
SCALE
Love Grove Tideigate
E
CONSULTING Ave,ute 10209
PeacYAree ve.; Sute 102
A S SHOWN
1'i+J �it1l.1:Y 1�i
BT '�•
A
Wilmington, NC 28403
910.397.2929 Ph.
910.3972971 Fax
SHEET
reach e aSi S
Wilmington,, _
C
T
Email: [e-mail]
Firm License #: F-0113
S2.0
•
of 5

r. 1 r t. ~E ERAI.
J r t I . ~ J / ,
1 ,r' t 1 . 1. CONTRACTOR SNAiJ. ~ RESPONS~IE FOR All UCTION LAYOIlr ANO EE811_~. . ALL VERTK;~41. MID HOt6ZONTAI CONTROL, VLSIT THE STTE TD 1. OONSTRIJICT U~NG FILL WHK~i
NF j BJ t r FAIAILIARRE HitrlSELF WITH FEI.O C~15TRUCTi CONDITIONS. TO 024i8T SOIL CIAS5~1CATiDN GROUP5 GW, GP,
N • I /r t N w{. LAW . ..CITY . ®F WILMINCTO J , , wA UNE . 2. G>r1TRAC~OR SHALL INCLUDE NLS iRD E THE COST TO ACCF~S THE y'yyt, SP SM OR A COMBNATTON OF THESE GROUPS, FREE SItE AND. NECE'SSAR'tf OEMWJTION MID OF OEMOL~HED ROCK OR VEL. LARGER THAN 3 INCHES IN ANY DMilENS~ON,
. ~ OELETERCOUS VEGTfATTON AND DTT!IF7t 3, CONTRACTOR SHALL OBTA1d ALL EXCEPT' FOR
~ ° i . . CAMA/USACE (ATTACH IN BID i>aCUMENPS). 2. COMPACT FlLL MA AND TD 65x ~ THE 4. OATUM ~ NA 88. STANDARD MA)gt~il 0~ gym( AT OPTIMUM MOLStUt~
. / t ~~RI: CITY ~F . r f ; 5. CQNtROt: CT ERO~N S ATiON CONTRA. ,
NiIIILMINGT(N~I a r . BARRIERS A5 RE~1XiED UNT6. GRASS TS EST ED,
PUBIJC PARK, c~~ Ac. . STTE Ae E'R('~1~_
WiE~i wA UNE / t. CONItiAGmOR IS RE~'DNSEItf FOR AND SfIALL UTNJZE BEST MANAI;EMENT
. . r . , . ~ ~ PRkCTICES FOR TEMPORARY SETXUENT MID L MEASURES WHILE CANSTRUCTX)N IS ~V PRQGRF~S.
. 2 CONTRACTOR SHALL INSTALL ALT FENCING ECi LQCATKiNS.
. a ~ ~
• Y , t, SHEET PILING SHAH. BE HOT-ROLLID, Z-TYPES WITH STEEL
. ~ CONFOI~NG TO ASTM A69O, GRADE 50.
V • b q { e f, 2. MttERLOdtS OF SHEET PILING SWILL BE -SU PROWDE A SWING ANGI£ SURABLE FOR THE INTENDED iNST TpN BUT NOT LESS THAN 3
o ~ a . t • ,''~DEGREES WHEN INT'EtB.OCKED ANO MAINTNN CON11 INTERLACIONG
~ 4 3. SHEET PILING SHALL BE FULL-LENGTH SE S THE DN~EN~IS
• t~ A j . ; f ~ 4. SHEET PILE PROFILE: PZZ7
~ o. 6 . , r,! f. A, NOMUdAI. WEB TH~KNESS: 0.375•
~ B, NOMMW. YROThf; 16~ . / r C. SECTION MgOUWS PER <F OF WALT: 30,2 NI /LF
f ,i ' ~ D. VI?~GHT PER SF OF WALL: 27 P~
. ~ , . E ; • ~ n > . ~'1 SPILLWAY ~ i NIVR WATER 4.11' r • . ~ 7 r r f 5. SHEET PILES SHALL BE INSTALLF31 BY ER ~ IMPAL'T ~ HAMMER 1C~ REI4GH MMVNIUM PENETRATION
/ ` 'a . ~ . / 6. COATNG: SHEET PILE SWtLI ~ MFR'S RECIQATIONS
? , r` r / / ' j / ~ ' / / , ANO COATED ON EACH SIDE WTM AN 2-P POLYAMIDE-C0~0.1. TAR
4 . ~t` t ~ / • i ~ ~ ~ COAiIi~ (MPI X96, SSpC-PAINT 18, TYPE I, ~j WfTFI A TTf'i'N.
~ ~ . ; r MNA~UM 16.0 ILL USE ONE OF THE F PROOUCtS; ~ ~ A, DEVTAR '3A INCH BUILD COATING BY K~/{3
J • } • ~ .DEPTH 7..7 NL ' B. SERIES 48FI-413 NI-BUILD TN -TAR EC
f' / C. ENDCOR 77x BLACK BY DAMPNEY PROTE Tp~S ,f . / . ~ D. COROalARD SBP-100 BY IN COATINGS
' / /
/ s ~ i - F: P{C{~ ~C 1 FAO 'COA NGS CO,
• P ` j ~ . , s~ / . 1 i G. PRODUCT X21 B BY EPOlfY,CON/EPOXY S,
r NORM .LOW r . ' \ ` • . b,. ~ ~ • ~ ~ ~ H. FX-4~O BY FOX INDU5Tt6ES ~ ~ ~ L MMROPOXY HS EPOXY BY SH -W S
~ ' WATER LINE r 1 . \ • • . ~ ~ i+ J \ ~ ,
, ~ / r r
. , . f
s' i ! f,
. i . ti - ~ ~ TIDEGATE S CTURE ~ d--°' / ord. ~ } J ~ i r 1 j!
J ~ r / ~ ~ r
~ r
r i• / - i ,
f' rr , / i i ! , r'' ~ /
t i~ EXIST. C4NC~ P! / . .
t J i till` do OVE . " . ; . , t ~ ` i~ C~VC fOR • SHEfT ANt~It~tS ~ / ~
. i .fr ^'`,d ~ i PiLE INST Tit)N ` / Jf' / . . ' . N ~ LAW . - f` ' ~ lER~ LINE ~ g SEWER
t ~ -,J- \ i i J i1N S~ eX7GGi Pi4.G~S ~ I i J s/ ENS G } / ` f f t ~ 1 f. ~ _*_'_t_o_e.....e-n_a"'e~t-~"_r"^' ~~T~.INE
, , • ~ •sfc~l~ts of z i ~ ~ /
. ' f + '
~ t\ , 5 , ' ~ ~ CA~II? NOl6W.16GH YTA L~
\ 0 / r . ~ e ~ / COASTAL WETLAND LIIE ~ 1 ~ ~ o d0° AEC LINE
. I~EPI/H J.! \i1 -~r$~~ .~1 \ ~1 \ / lam. r ~/fir / \ ,r ~ ~ ~ ~
/ ~ i
r r , I / P~R~O,P~OS~EyD~FyEyN~CE
/ ~
/ ? r' ~ ~ / . -.ta..»,._n..,~ a \ \ . . \ , ~1 ~ EXIST: 4S" QIP i f ~ r' ~ ' ~ i'f _ _ _ _ _ _ _ APPROIMATE PR{iPERTY LINE / e
~ ~ , ! 1 tf t _ , \ a a 1 4 \ \ 1 v"L11Wi YI~G.. .I . . j. . ~ i llN1tATE NOAMAL LQW WATER
rf ~ ~ ~ ~ i ' / WATTR DEPTH RFlATIME TO
I r' / j e • i rr i , • f r. ~ ~ te'do \t•. `t i { ~ ~ t ~ NOIi11N. LOW WATT7t (NLW) ~ 1 , ~
J r! r "`y / r rf f 1 . t. I II~Si~. fYC~f..7,14t,Lt+ T \ } ~ ~ 0\ . `a • ` i / . . COASTAL ~ . ~ • ~ . ~f f . l ~ WETLMOS FUG
f frf . fr l , J Jj t S`~IEET PILE .r~V.IRiEN{, < "4\... ~a ~ d ,t . . \ ~ , i \ / , f • ! / / tr r J 1 ~ ~ m ~ t s . , 'i \ a \ a ° \ ~ . i , `e f ' , .WETLANDS 'j . ~ ~ o a
!f f' t l r f r 0 ! . t MIND. EX1ST. \ ~ . . \ \ . , i . 1 r e COtKXiETE uNE / a a a
r , / ! r r ! ( ~ a ~ It AI~lTt~ENT WALL. t ~ \ \ \ o. \ / t r r r/ tiy~~ rl I / l f / r ~ r Il a ! t. aQ . a`~. d , . • ~ ~ \ 1. . € a
,f / 1 ! t r / r f r P ..1 .o r ' r t SEE 3/S~.Q i \ , a1q ` 4 ' ,o \ . i~' ~ i ! p / s~ ~ /
A t t , ~ / AIWA
t ,l / . 11 I fl ~ i '1 • tr j ! . a r . rr. t . 1 o a}\ ~4 a\ , \ l . i, • rY ~ \ 1 t a 4/ r I . ~ j. , r' i
~ t f r f f t ~ r 1..o t . . e . t I a\ ° d \ . ` r ~ / % / ~ ` ' 1 1 , r J . J tf. ! r_ / ra . i . , \ a 3 ~ \ , • \ - . 1 i r 1CLll~t~ El t r f a. ' ~ \ \ ~ + ~ if ,i r ; M.
\ \ l t CQ~G r. ! 1 r ! ~
~ , 1 / I t ~Yi III~'SS J P f a ~ f i. \ l - ' \ \ . ~ . j WATERS DF US ~p•
\ 1 J f J 1 I r ~ r'a ~ ~ ^ \ \ ~ . ~ / i f t Jt t( ~ ,r r i . / 1 . r. •t d `t / , ~ \ ~ i
\ ; r / ~ rl ; / ~ r l : a 1 /a 4 J. ~ - EXIST. • . / \ y . ~ \ 1 t \ t,. e i r, 1 f r r , t. a. r dr , t / \ \ i \ t \ ~ ~ j t
. ti\. ~ sl • / • ~ • / r• r ~ r ~ ' ~t r, ~ at e i EXTENDS \ \ t\ \t \ i \ \ ~ / 1 1 t tl rr f r 1 / ! 1 . o . i THRU-~ ` i\ ~ . t . i \t .
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t, o , ~11ENT MALL EIWNER/APPLICANT;
ENLARGED PLAN -SHEET PILE ABUTMENT VilAt 1 " _ '-4' R C 51.4 ANQ 3.4 FOR ADI °1 5 3.a Ap~i~n~A rte ~s Cameron Corn any, LLC City of Wilmington
ALE: 1 "=5' GRAPHIC SC tam a.EN P.a etul 1810
WN.YINGION, h~ GTON, ~ 28401 PH; 91x782-2878 PN; 914-341-1807
p g 10 5
X6258 SCALE
City of ~i gton CRISEI~TRAUTMANFANNER
JRT \a °
aro Ana or November 9, 2~~9 a ~"S°i.rmcENaiNEER53809 AS SHOWN Love Grove Tidegate 1 E PeactlreeAve,S~ate 102 Wilmir~ton, NC 28403
SI;S ~~73103! T ~N 910.397.2929 Ph. SHEET N<~ ~Y+~a~N p~ Ga atq~C~ 910.397.2971 faz n ~ ~ 1 1!. A.wVp 11 •7 EmaiC ctt~cttenglneerin~.com ~ ,
ear' ~~~~a~ T14~relornnent Serviee~
CHMM rnT [ FL[ P.O. Box. 1020 e 305 Chestnut Street Wilmington, NC 2$401 ® [phone] ® [phone] Nb-U()u9 Firm license t: F-0113
r {p ' Wilnungt®n, N.C. HS26 of
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NORMAL HIGH WATER LINE DOW ~__~__e CAMA NORMAL HIGH WATER LINE EXIST. RIPRAP /SOIL BERM DOWNSTREAM EXIST REMOVE. EXIST. CONC. AS REQUIRED INSTALL NEW ANCHOR ABUTMENT FOR SHEETPILE CONSTRUCTION
ROD EXTENSION WALL
a a 'EXIST. 3/x•0 ' EXIST. TIDE BREACH EXIST. UPLAND 30 AEC LINE 10 I , _ AREA MUDLINE APPROX. 45 WIDE CHANNEL s NEW COUPLING TO
10 ~ 0.375" STEEL (A36) CAP W/ BITUMASTIC MATCH EXIST. A. ROD
r ~ COATING TO SHEET PILES W/ ~a"0 H.D. AFTER EXCAVATING CUT & APPROX. EXIST. GRADE GALV. BOLTS ®36" O.C. EA. SIDE REMOVE ANCHOR ROD TO EL. TO MATCH
5 +3.3 NAVD 86 0 INSTALL NEW SHEET PILES - - - - - - - \ \ EXIST -
F100D ELEVATION - i ~ ~ ~®I I-) ~ ~®I ~ ~ ~ ~ I (I-<i\\//\\/~\~\\//~ SEE PLAN
' 7.09" T WALL - +5.0° NAVD88 _ s =III it ~ I ~ -I ~ ~ I i I I ~ II I_I~-1 ~ \\~/~\~/i\~/\~/~~/~
0 " I
18.0 ' _ I ~ EXIST. 3"x8" T&G UMBER (I I ~ ~ ®
-5 I +3.3 NAVD88 FLOOD SHEETING ~ ~ h I ~ ~ i_ /~j\y\\/
I , - OVERFLOW ELEVATION I I ~ I ~ I=; -I ~ I=~ I
WT. PER SF 27 LBS/SF ~ -t0 SEC. M~. LF ' 1 ~ EL. VARIES I I I ~ ~=1 I " ~ I ~ EXIST. 3/4 ~ ANCHOR
RODS ~ KING PILES I ,
-15 PZ 27 I \\i .III ~ FlLTER FABRIC
, EXIST. INBOARD & OUTBOAR ~ BACKFILL W/ COMPACTED SOIL
-20 ~ 3x8 UMBER WALERS III ,
2 SHEET PILING ' " i " ~ ~ ~ ~ ABOVE WATER & #57 STONE ~ EXIST. 8"0 UMBER KING ~ \\i/\~/\\//\ \ .FROM WATERLINE BELOW
S3.0 SCALE 1 = 1 -0 w -25 ~ ~ EL. VARIES
0+50 STEEL SHEEP PILE - 1+00 y 0+00 g~~t S3.1 I I = PILE -SEE PLAN FOR ; LOCATION , \\~~\//j~\/jj, LOADIN ON WALL BEFOREL
' SHEET PILES W 30 EMBEDMEN 15 SHEET PILES ~ / ~ ' ~ CUTTING ANCHOR RODS
EL VARIES ~ 82'f SHEET PILE EXTENTS (MAX. Vi~DTH) 40°t CANTILEVERED STEEL SHEET , \
PILE BULKHEAD WALL W/ i \//j///
BITUMAI1C COATING - EA. SIDE ~\\j\\j\\j~ (UPPER 15') EXIST. TIDEGATE ;
EVATIO -CUTOFF WALL PROFILE ' 1 EL SPILLWAY APRON I NEW STEEL SHEET PILE x 22°
~ APPROX. LOCAl10N ' ~ -COAT OUTSIDE FULL HGHT ,
S3.0 NOT Tf) SCALE I ' OF STREAM BEAD ,
i ' APPROX. EXIST. _ _ _
, i GRADE (MUDLINE) -III-I I I (-III- ' ' _ ~ I-III-i I i-ICI I i'-I I i i i i ~ i ~~~-~i~~~-
i i i ELEV. VARIES ~ ~ I~ ~
, /\\/\\/~~%~/~~r~~~~~r~~rT ~ -SEE PLAN i i
\i\\j\\j\\j\\j\\ , , W I
I STEEL POST ~ /i~/i. / iii i ' / O
W i iii m i „ I
.WIRE FENCE ? , ' ' v I O ~ r~r_~ u , W
.FILTER MEDIA IXXON yo ' , ~ i ~ i ,
GTF 100E OR '
APPROVED EQUAL
MIN. 12-1 2 GA. SECTION - CA ILEVRED SHEET P / 3 INTERMEDIATE Z SHEET PILE CUT-OFF WALL 4 SECTION
W ~ S3.0 SCALE 1 /2" = 1'-0" WIRES ~ S3.0 SCALE 1 /2" = 1 °-0"
O a c 2 ~ ~o ~
0~ " ~ N ~ S~, Aq ALL DISTURBED AREA TO BE
W 2 ~ ~ R 15' MIN. STABILIZED W/ VEGETAl10N
_ , - _ ~ ~0 _ _ 404 WETLAND NEW MATERIAL -
, LINE ~ COMPACTED FlLL
~ i 5'-0" STEEL POST i ; " BACKFILL & COMPACT 404 WETLANDS Elev. +5.0 GRASSED SURFACE PROPOSED COMPACTED.
' ~ ~ i 8 8" TRENCH AFTER u -k-~ MIN. 3
PLACING .FABRIC STONF PAt~ AT SITE EXITS TO REMOVE MUD FROM TIRES lr 3 FlLL MATERIAL
LJ .I~.!-=° 1 APPROX EXIST. APPROX EXIST. GRADE GRADE
' INDICATED ON PLAN AS - SF- SF-SF- 1.) STONE SHALL BE ~4 WASHED STONE (6" THICK) ~ I I - - - - - - -I- - - - - - - - - - ~-rrr=-TTT=~~r-- rrr-- TT=~~~=
HALL BE MAINTAINED TO PREVENT TRACKING OR - - - 2.) THE ENTRANCES -
WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY ~ ' ~-I I - ~ - _ _--~i~-iii-iii-,~, ~ - \ I I-I I I_ III I I I ~
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING. REQUIRE PERIODIC TOP DRESSING WITH ADD~IONAL STONE AND REPAIR FOR NEW DIKE AREAS PROVIDE SILT FENCE
UT OF ANY MEASURES USED TO TRAP SEDIMENT. TYPICAL SECTIONS FOR NEW DIKI OR EXCEED 150 IBS. GRAB AND/OR CLEANO 2.) FLIER FABRIC SHALL MEET ALONG TOE OF SLOPE
TENSILE ASTM-D-1682 180 PSI. BURST ASTM-D-2263) 3.) WHEN NECESSARY WHEELS SHALL. BE CLEANED TO REMOVE SEDIMENT ~
AND 70 ON COE E.O.S. TEST. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE 7 SECTION FILL AF - FILL AREA -SEE 4/S3.0 ~ CTIO -FILL AREA
' IGHT AND BE OF THE DONE ON AN AREA STABUZED WffH CRUSHED SCONE WHICH DRAINS 3.) STEEL POST SHALL BE 5 -0 IN HE INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND S3.0 NOT TO SCALE S3.0 NOT TO SCALE
SELF-FASTENER TYPE. BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER-COURSE.
8' APART 0,,~, WTM WIRE BACKING. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO CONSTRUCTION SEOU 3Sl~.~S?~L SEQUENCE:
5.) .CONTRACTOR TO FlELD LOCATE AS NECESSARY TO CONTROL PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 1. REQUEST PRE-G QUEST PRE-CONSTRUC110N MEETING WITH DIVISION OF COASTAL MANAGEMENT. SEEDBED PREPARATION: TALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. 1. LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETAl10N) AS NECESSARY FOR SEEDING TO
SURFACE EROSION. 2. INSTALL GRAVEL 3. BEGIN PROPOSEC 31N PROPOSED SITE IMPROVEMENTS. ACCUMULATE.
4. STABILIZE ALL D 4BIUZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS.
5. REMOVE TEMPOR HOVE TEMPORARY CONTROL DEVISES (SILT FENCE,: ETC.) ONCE PERMANENT VEGETATIVE 3. fill LIME AND FERTILIZER INTO SOIL UNT1L WELL MIXED.
TEMPORARY CONSTRUCTION ENTRANCE TAB LT FENCE DETAIL 6 COVER IS ES TEMPORARY SI 5 VER IS ESTABLISHED. 4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. 5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE: DURING CONSTRUCTION ACTIVITY.
S3.0 OT TO SCALE S3.0 NOT TO SCALE N GRADING NOTES:
1. INITIATE CONSTR~ SEEDING S~CIFlCATIONS: TIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS. ERATIONS. LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
2. CLEAR AREAS Tf .AR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETAl10N BEYOND GRADING FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
LIMITS. 3. STRIP TOPSOIL T ZITS. ZIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE FROM SIZE. SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
4. COMPACT ALL Fl MPACT ALL FlLL AREAS TO 95~ OF MAXIMUM DENSITY. PLANTING DATE COMMON NAME LBS. PER ACRE
5'-0" GATE 6°-0" MAX. 5. ALL BANK SLOPE . BANK SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES.
3 STRAND 12 GA BARBED NOVEMBER-MARCH BERMUDA (UNHULLED) 20
DROP ROD EROSION CONTROL WIRE W/ 14 GA BARBS 1. ANY GRADING BE IN CONTROL W1N1ER RYE (GRAIN) 50 Y GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS
ANGLED AT A 45 DEG. TENSION RODS GALV SUBJECT TO A f EJECT TO A FINE. FESCUE 80
AN(~.E (END PANELS) PROVIDE 3 STRAND 2. STABILIZATION IS ~F-~-a~' ABILIZATION IS THE BEST. FORM OF EROSION CONTROL. TEMPORARY SEEDING IS MARCH-NOVEMBER BERMUDA (HULLED) 30
BARBED WIRE AT A 45 NECESSARY TO CESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
o DEG. ANGLE AT SIDE WHEN SPECIFICAI I TERMINATIONS PLAN. ALL GRA 'EN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE FESCUE 80 AN. ALL GRADING SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 CALENDAR DAYS MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) ON ALL SEEDED
CORNER POST OF COMPLETION COMPLE110N OF GRADING. ALL FLAT AREAS ARE TO BE SEEDED AND MULCHED WITHIN AREAS.
TOP RAIL GATE 2_1/2" GALV. 15 WORKING DAl WORKING DAYS. TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT TACK APPLIED
1-5/8 GALV° 1-1 2 3. ADDITIONAL DEVI DI110NAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER,
GAL . AND OWNER. D OWNER. AT THE RATE OF 225 GALLONS/ACRE. ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15 CALENDAR * AFTER SOIL PREPARAl10N AND SEEDING, INSTALL JUTE MATTING OR EQUAL ON ALL
GATE POST LINE POST 2-1 2" 4. IF ACTIVE CONS1 " / 2-1/2 GALV. ~,V° DAYS OR 15 WO YS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS MUST BE SEEDED, DISTURBED AREAS.
0 I MULCHED, AND ' iLCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION :MAINTAIN SEEDED AREAS UN11L MINIMUM GROWTH IS ESTABLISHED AND/OR FOR CONTRACT
to CONTROL INSPE( BRACE" LATCH NTROL INSPECTOR. 11ME.
1-5/8 GALV. " 5. ALL EROSION An ASSEMBLY 2 FABRIC MESH 9 L EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLL y CLq, ~ ~-V• ONCE EVERY WE ERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN # CONTRACTOR SHALL ENSURE THIS GRASS IS WELL ESTABLISH PRIOR TO DEMOBILZING FOR '~CE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL SITE; WITH ANY NOTED DEFlCIENT AREAS TO BE REPAIRED.
PRACTICES AS C ACTICES AS DESIGNED.
6. SEDIMENT WILL E DIMENT WILL BE REMOVED FROM BEHIND. THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
- - ~ ~ RACING - _ _ ~ • . ~ ~ i i- ~ ~ - L•• 0.5 FEET DEEP i FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
- - ~ I BOT. RAIL ~ ~ RODS GALV. I =1 I ~ ~ TENSION RODS ~I TO MAINTAIN A ~~~I~ II I. I h~I _I I I -III III • ~ I I 1-1 I " ~ - -III- • „ ~ . - , ,~I I -rub ~-iii • i u GALY. END t°. ^I 1-5/8 GA _I I I I~ d . ~ j ~ . ( .I I 7. ALL SEEDED ARI MAINTAIN A BARRIER. L SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
G . I la R~L • 1 le 1 p' t'. 9 I. 1 I. I • I F. BRACE F•. GALV. , I ; . I , •I t PANELS { I' ACCORDING TO .CORDING TO SPECIFlCATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
I I: L., i.,. ) .,.I ~ L:. (END PANELS) 3 r ~ r .I VEGETATIVE COV .~i4 'I f4 e•<°II,...° It^ It° D'1 i.
I' , .,i i. i i' i i' r 8. CONSTRUCTION NSTRUC110N ENTRANCE TO BE CLEANED. WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR IT DRALNGS
+ LJ ` ° .LJ ~ •LJ ` LJ ` ' LJ~ SEDIMENT IS DEI WITH 2 INCHES DIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED ilk 2 INCHES OF ~4 STONE TO MAINTAIN 6" DEPTH. F®R REVIE
1'-p 1'-0 2'-0" 1'-0 1'-0 °-0" 9. NO EXCAVATED
GATE POST DRAINAGE-WAY. 'ANXAGE--WAD MATERIAL SHALL BE PLACED IN ANY STREAM, CREEK, DITCH oR T FOR CONSTRUCTION
10. CONTRACTOR IS INTRACTOR IS RESPONSIBLE FOR RE-STABILIZING ALL DISTURBED AREAS.
POST 3 BELOW GRADE SET 11. CONTRACTOR IS IN 3000 PSI CONCRETE (TYP.) NVTRACTOR IS RESPONSIBLE FOR LAYDOWN AND STOCKPILE AREAS (TO ARRANGE AND OWNER/APPLICANT:
INSURE COMPLIA SURE COMPLIANCE WITH LOCAL AND STATE REGULATIONS).
12. CONTRACTOR SF ELEVATION - FE CE PILE INSTALLATi~ 9 INTRACTOR SHALL CONTROL ANY SILT/WATER RUNOFF, WHICH MAY BE GENERATED DURING Cameron C®mpany, LLC City of Wilmington .E INSTALLATION, AND PREVENT IT FROM RUNNING OFF INTO WETLANDS, CREEKS, DITCHES, 1201 GLEN MEADS ROAD P.O. BOX 1810
ETC.
S3.0 NOT TO SCALE C° WILMINGTON, NC 28401 WILMINGT~I, NC 28401 PH: 910-762-2676 PH: 910-341-7807
'1 6256
DESIGNED JRT I~ ^ , DATE Cl~ YY 11111111®11 CRISERTROUTMANTANNER
_ < Ncivemher 9.20Q9 T n~n~ g.~Y~ L CONSULTING ENGINEERS 3809 0 at'On~ ~A ~1 ~ ~ 9 A ~ D ®C~. C O PPA(`fl/IPP AVP SIII~P'~n7 AS SHOWN
D R A W N SKS P a m V IN U1 L I I V u I U I I I l u CHECKED J U • LV V V V1 V V V 11UV~Gt6V Wilmington, NC 28403
satin Division PRWECT NUMBER TROUT A N 910.397.2929 Ph. .397 .2971 Fax 10 SHEET
xT FILE NAME Development Services ® Engineering Divi P.O. Box 1810 •305 Chestnut Street • Wilmington, NC 28401 • (910); g S6-0609 Breach Repairs 0 - - 9-.I-O..-3-9-7-.-2--9,7-1---F-ax--- 28401 •[phone] y N.C. TAN R Email: [e-mail]
DATE REMSIONS PROD. ENGR. AT Wilmington, Firm License F-0113 S3.Oof 5