20021731 Ver 1_COMPLETE FILE_20021025

Kimley-Horn
and Associates, Inc.
January 6, 2003
Noelle Lutheran
Environmental Tech V
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
?R tw,...._ _
Re: Longstreet Drainage Way, DWQ Project # 021731
r
Dear Ms. Lutheran
Below we have addressed your comments and request for additional information
from your December 12, 2002 letter.
1. The deepening and widening of the stream is considered to be an impact
based on some typical details provided. Please indicate the length of stream
that will be impacted in this manner.
The channel is only being deepened and widened at the outlets of the
proposed culverts to create a stable plunge pool. These impacts were
indicated in the permit and on the plans as perennial stream impacts 1
(45'), and 4 (47'), and open water impact D (0.01 ac.). No other
deepening of the channel is proposed as indicated in the profile sheets
(Sheets 10-12).
As shown on the drawing, the channel banks above bankfull are being
widened in other locations. However, the proposed stabilization
techniques will only modify/stabilize the banks in these locations above
the existing low flow channel (bankfull elevation). As indicated in the
typical details (FBS 1-3, & 5) the bank stabilization will involve creating
bankfull benches, grading stream banks to a stable slope, and stabilizing
with vegetation (herbaceous plugs, live stakes, and seed mix) and erosion
control matting. The areas stabilized in this manner are not an impact
because they are not hard (i.e. rip rap) and do not impact below bankfull
(normal high water).
2. The proposed culvert extensions and dissipater pads are impacts if they
extend beyond the existing footprint. Please enumerate these impacts and/or
provide a signed map form the Corps showing what portions of the streams
are not waters of the United States.
P.0, Box 33068
Raleigh, North Carolina
27636.3068
¦
TEL [phone]
FAX [phone]
Kimley-Horn
and Associates, Inc.
As indicated in the permit, the jurisdictional determination of
jurisdictional open water above JEB Stuart and perennial stream below
was agreed to during a November 30, 2001 on-site pre-application
meeting with USACOE and NCDENR-DWQ. Please contact Angie
Pennock, Corp of Engineers Wilmington, for more information
concerning this determination.
All impacts are to jurisdictional waters of the United States. All four
culverts are being replaced and two Culverts are being extended beyond
the existing footprint. The culvert extensions are downstream of
Stonewall Jackson Drive and upstream of JEB Stuart Drive. These
culverts were extended to protect two residential homes that have
experienced foundations cracking likely from channel erosion. These
culvert extension open water impacts are indicated as C (0.02 ac.) and G
(0.03 ac.) in the permit. Inlet and outlet protection (rip rap and rip rap
plunge pools) were provided at the inlets and outlets of all culverts due to
entrance and exit velocities. These impacts are open water impacts B
(0.002 ac.), D (0.01 ac.), and F (0.001 ac.), and stream impacts 1 (45'), 3
(10'), and 4 (47').
3. If the channel or bank hardening as well as stream widening and deepening
are greater then 150 total, then stream mitigation will be required and a
stream mitigation plan must be provided. It is possible that deepening and
widening could be conducted in a manner that would not require mitigation.
Please contact Todd St. John of the Raleigh Office at [phone] to
discuss.
The cumulative impacts to streams on-site are 148 linear feet. The
proposed bio-stabilization of the banks in the other areas in combination
with using a geomorphic approach (Rosgen Priority III) of providing a
bankfull bench will provide a water quality benefit that exceeds the
impacts. The project is a proposed self-mitigating project.
4. If the total widening and deepening as well as hardening and culvert
extensions are greater than 500 feet, a SEPA document may also be
required.
The stream impacts are less than 150 linear feet and the impacts to
jurisdictional open water are less than 0.08 acres.
KimleyHorn
and Associates, Inc.
5. If the entire culvert is to be replaced, then an aquatic life passage should be
provided.
All the four culverts are going to be replaced. The new culverts will be
buried 1 foot, per DWQ guidelines. This is indicated on the profile sheets
10-12 and should provide an aquatic life passage.
I hope the above satisfies your request. Should you have any further question
please contact me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
-; ? 4Y ?i.
William R. Wilhelm, P.E.
Project Manager
cc: Cyndi Karoly - Wetlands Group
Dave Mayes - City of Wilmington
File
o?OF W pTF9pG Michael F. Easley, Governor
? y William G. Ross Jr., Secretary
C North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 12, 2002
CERTIFIED MAIL: 7002 0860 0003 9550 8823
RETURN RECEIPT REQUESTED
Mr. Sterling B. Cheatham, City Manager
City of Wilmington
PO Box 1810
Wilmington, NC 28402
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION ON
Longstreet Drainage Way
DWQ Project # 021731
Dear Mr. Cheatham:
This Office has reviewed your application and is placing your project on hold until we
receive the following additional information:
1). The deepening and widening of the stream is considered to be impacts based on
some typical details provided. Please indicate the length of stream that will be
impacted in this manner.
2). The proposed culvert extensions and dissipator pads are impacts if they extend
beyond the existing footprint. Please enumerate these additional impacts and/or
provide a signed map from the Corps showing what portions of the stream are not
waters of the United States.
3). If the channel or bank hardening as well as stream widening and deepening are
greater then 150 feet total, then stream mitigation will be required and a stream
mitigation plan must be provided. It is possible that the deepening and widening
could be conducted in a manner that would not require mitigation. Please contact
Todd St. John of the Raleigh Office at (919)-733-9584 to discuss.
4). If the total widening and deepening as well as hardening and culvert extensions
are greater than 500 feet, a SEPA document may also be required.
5). If the entire culvert is to be replaced, then aquatic life passage should be
provided.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
AV*A
ODE R
Mr. Cheatham
DWQ Project # 021731
December 12, 2002
Please respond within three weeks of the date of this letter by sending a copy of the
information to Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-226, her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn. If you have any questions, please feel free to call me at (910) 395-
3900.
Sincerely,
Noelle Lutheran
Environmental Tech V
cc: Cyndi Karoly -Wetlands Group
Todd St. John - Wetlands Group
Angie Pennock - Corps of Engineers Wilmington
WiRO
ke. Longstrect Canal Drainage project Watkins Branch
.
11 Subject: Re: Longstreet Canal Drainage project Watkins Branch
Date: Wed, 04 Dec 2002 07:48:00 -0500
From: John Dorney <[e-mail]>
To: Coleen Sullins <[e-mail]>
CC: Robert Bryan <[e-mail]>, Rick Shiver <Rick.Shiver@ncmaiLnet>,
Mike Horan <[e-mail]>
thankx.
mike - please put a copy of this email in the file.
Coleen Sullins wrote:
Mr. Bryan - I have looked into the issues surrounding your email and we do have a project inhouse for
review (a 401 Certification, which will also require a federal action, issuance of a 404 permit). The
Wilmington Regional Office staff are currently reviewing the project. I have asked Rick Shiver to get
with you to let you know the status of the project. We will investigate the use of public funds associated
with the project as well and determine if an Environmental Assessment or Impact Statement has been
done. EIS/EA's are only required when public funds are being used and certain thresholds are met.
Thank you for your interest and we will get back with you once we have had an opportunity to review
the project further. Coleen Sullins
Robert Bryan wrote:
Dear Ms. Sullins, A few months back I made contact with the Wilmington regional Water
Quality officesin regards to an upcoming project in Wilmington NC called the Longstreet Canal Project. I was
and amspeaking on behalf of my grandmother who is directly impacted by this project. One of the many
concerns thatcame up was the question of the type if any environmental impact study whether it be an
assessment or a fullblown environmental impact had been conducted. The reason for the letter to you is my
grandmotherhas been informed that construction activity could begin as soon as the first of the year. She was
informed of this bythe Engineering firm Kimley Horn and Wilmington PE David Mayes via an unsigned letter that
actionwas imminent. The question I have is what type of study has taken place keeping in mind that
thiswaterway is shown on a USGS map as a blueline stream which could raise the level of research to
anenvironmental impact study. I could not determine if there is federal funding involved after my
discussionswith the City and contract PE. I was given a small bit of information from both parties such asthe
reason for no EIS was that it appeared that the waterway path had been altered by man thuschanging the
classification. My grandmother has said many times in the past that this was a naturalwaterway named Watkins
branch that shows up as a blue line stream. Granted small modifications downstreamnear the Pine Valley
Country club might have taken place but in my opinion that does not allowsomeone to change the classification
of the stream and all of the protection allowed. The City of Wilmingtonis attempting to reclassify and rename
this waterway from Watkins Branch a free flowing natural creekto LongStreet Canal with the intention of
widening it by some 20+ feet to improve drainage. This drainage, huge increased load, and outflow eventually
flows into a sensitive marine nursery I believe called Hewlettes Creek.This marine area near Wilmington is
already closed to shellfishing and under huge environmental stressesfrom current development. My
grandmother has many other issues yet tobe answered that will be directed toward the City of Wilmington. Any
attention or assistance given Whelping answer the above questions and concerns is greatly appreciated.
Redirect this mail tothe appropriate parties if needed. I do understand the needs that Wilmington City has for
improvingdrainage because no planning for drainage in the past. This cannot be at the expense of water
qualitydownstream. Regards, Robert J. Bryan (Fisherman) Mamie
Bryan 402 Pine Valley DriveHome
910-285-1988 Wilmington NC 910-791-1817Work Bayer
142 12/4/2002 8:19 AN
Re: Longstrect Canal Drainage project Watkins Branch
Pharmaceuticals 919-359-4249 190 Lura LaneWallace NC 28466
2 of 2 12/4/2002 8:19 AM
Triage Check List
Date: ?0` ?J Project Name:
To: ? ARO Mike Parker ? WaRO Deborah Sawyer
? FRO Ken Averitte WiRO
? MRO Mike Parker
? WSRO Jennifer Frye
? RRO Steve Mitchell
From:
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
?Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill h
ff__
MitigationReSes- I ©? ? A/1Y? ?1a5 CW d i/vf?
? Ditching J
L?
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: CQ 6.9__ C.?t? ,
? ? ? Kimley-Horn
and Associates, Inc.
1?',9 1
October 21, 2002
John Dorney
Wetlands/401 Certification Unit
NCDENR-Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Longstreet Drainage Way Improvement Project
401 Certification
Wilmington, New Hanover County, North Carolina
Dear Mr. Dorney
f? 0 ?,1
(+ l
t' 1
P.O. Box 33068
Raleigh, North Carolina
27636-3068
Attached is a joint application for Nationwide permits #13, 14, and 39 and 401
water quality certification. The proposed project is located in Wilmington, New
Hanover County south of Shipyard Boulevard (SR 1101) and west of Longstreet
Drive.
The drainage way improvement project will involve replacing two existing
culverts, replacing and extending two existing culverts, and bank stabilization
along the Longstreet Drainage Way. Existing culverts under Robert E Lee Drive
and a gravel access road just upstream from the confluence with Hewlett's Creek
will be enlarged and replaced to reduce flooding. Culverts below Stonewall
Jackson and above Jeb Stuart Drives will be extended, enlarged, and back filled
to protect homes, reduce extreme bank erosion, and improve flood conveyance.
The existing stream banks along the Longstreet Drainage Way will be excavated
above ordinary high water and stabilized with permanent or biodegradable
matting, live stakes, bare root seedlings, herbaceous plugs, and permanent or
temporary seeding. In areas where existing structures or other constraints
prevent the use of biological stabilization, riprap with joint plantings (live stakes)
will be used. Riprap with joint plantings on the banks will also be used as shown
to protect the inlet and outlet of the culverts.
¦
TEL [phone]
FAX [phone]
Kimley-Horn
and Associates, Inc.
If you have any questions, please call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
-;? ??Xk
William Wilhelm, P.E.
Office Use Only:
USACE Action ID No.
DWQ Nb c? Jj
(If any particular item is not applicable to this project, please enter "Not
I. Processing
II.
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ?
? Section 10 Permit ?
® 401 Water Quality Certification
Riparian or
Isolated Wf
Form Version May 2002
2. Nationwide, Regional or General Permit Number(s) Requested: 13, 14, and 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
Owner/Applicant Information
Name: David Mayes, PE
Mailing Address: City of Wilmington Stormwater Services
P.O. Box 1810
Wilmington, NC 28402
Telephone Number: 910-341-5880 Fax Number: 910-341-7801 _
E-mail Address: [e-mail]
Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: William Wilhelm P.E.
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P.O. Box 33068
Raleigh, NC 27636
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: [e-mail]
Page 5 of 17
Li
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Longstreet Drainage Way Improvement Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Multiple (see attached table)
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): Pine Valley Estates
Directions to site (include road numbers, landmarks, etc.): Take Shipyard Blvd east past
Independence Blvd Turn right onto Longstreet. The Longstreet Drainageway is located
behind the houses to the west of the road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): multiple residential properties easement 60 feet wide (average) by
2,560 feet long
7. Nearest body of water (stream/river/sound/ocean/lake): Longstreet Drainage Way-
tributary to Hewletts Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Degraded stream with eroding banks within established
residential neighborhood Flooding issues exist along the length of the drainage way. The
Page 6 of 17
drainage way is open water upstream of the Jeb Stuart Drive crossing and is a stream
downstream of the crossing. This jurisdictional determination was agreed to during a
November 30, 2001 on site pre-application meeting with USACOE and NCDENR- DWO.
9. Describe the overall project in detail, including the type of equipment to be used: The
drainage way improvement project will involve replacing 2 existing culverts, extending 2
existing culverts, and bank stabilization along the Longstreet Drainage Way. Existing
culverts under Robert E Lee Dr and a gravel access road just upstream from the confluence
with Hewlett's Creek will be enlarged and replaced to reduce flooding. Culverts below
Stonewall Jackson and Jeb Stuart Drives will be extended enlarged and back filled to reduce
extreme bank erosion and improve flood conveyance. The existing stream banks along the
Longstreet Drainage Way will be excavated above ordinary high water and stabilized with
permanent or biodegradable matting, live stakes, herbaceous plugs and permanent or
temporary seeding. In areas where existing structures or other constraints prevent the use of
biological stabilization , rip-rap will be used. Rip rap will also be used as shown to protect
the inlet and outlet of the culverts.
10. Explain the purpose of the proposed work: Water quality improvement, flood control,
Bank stabilization
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No other permits or jurisdictional determinations have been obtained for this area.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
Paue 7 of 17
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The majority of impacts will be
to open water. The existing culvert below Stonewall Jackson Drive will be extended 130 feet to
the south, and a rip-rapped plunge pool will be constructed at the end of the culvert to reduce
erosion. The culvert below Jeb Stuart Drive will be extended 150 feet to the north. The banks of
the drainage way between the two culverts will be stabilized using the Type 6 bank stabilization
(See plan sheets for specifications of Type 6 bank stabilization). Additional rip-rap will be
placed at the confluence of a drainage ditch and the Longstreet Drainage Way north of Stonewall
Jackson Drive and at the culvert entrance to Stonewall Jackson drive. Impacts to open water will
total less than 0.1 acres. See attached plans for conceptual stabilization details and location of
culverts and rip-rap. A plunge pool impacting 45 linear feet of stream will be needed below the
Jeb Stuart Road culvert to dissipate water energy and control bank erosion. In addition, rip-rap,
a retaining wall, and Type 6 bank stabilization will be required to stabilize the banks around and
downstream of the plunge pool due the close proximity of an existing structure. The plunge pool
and bank stabilization will impact 81 linear feet of stream. Rip-rap will impact 10 feet of stream
upstream of the Robert E. Lee drive culvert, and a 47 foot long plunge pool will be constructed
using rip-rap downstream of the culvert to dissipate water energy. Stabilization matting, live
stakes, herbaceous plugs, temporary- and permanent seeding, will be used to stabilized the
remaining banks.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.-Pov.
Page 8 of 17
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Rip-rap/pool 45' UT to Hewlett's Creek 8' Perennial
2 Bank stabilization 36' UT to Hewlett's Creek 8' Perennial
3 Rip-rap 10' UT to Hewlett's Creek 8' Perennial
4 Rip-rap/pool 47' UT to Hewlett's Creek 8' Perennial
5 Rip-rap 10' UT to Hewlett's Creek 8' Perennial
6 Maintenance N/A UT to Hewlett's Creek 8' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.use's.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 148
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
A Rip-rap 0.004 Longstreet Drainageway
B Rip-rap 0.002 Longstreet Drainageway
C Fill/culvert 0.02 Longstreet Drainageway
D Rip-rap 0.01 Longstreet Drainageway
E Bank Stabilization 0.01 Longstreet Drainageway
F Rip-rap 0.001 Longstreet Drainageway
G
I

Fill/culvert
I

0.03

Longstreet Drainageway
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Page 9 of 17
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
There will be minimal channel impacts from bank stabilization. The use of rip-rap has been
minimized to those areas that, due to constraints from roads or adjacent structures, cannot be
stabilized with only the use of anchored mattin amend plantings.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
Page 10 of 17
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm.ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
This is a self mitigating project. Improvements to channel and water quality exceed the
minor impacts at culverts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:Hh2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX.
Environmental Documentation (required by DWQ)
Yes ? No
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Page 11 of 17
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
Page 12 of 17
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,?' ?
/v/ /6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
CA' 11 _C'
Page 13
Letter of Authorization
City of Wilmington authorizes Kimley-Horn and Associates, Inc. to act as our
limited agent to prepare and coordinate in the application to the U.S. Army Corps
of Engineers for 404/401 permits and jurisdictional determinations associated
with the proposed Longstreet Drainageway Improvements project located south
of Shipyard Boulevard (SR 1101), west of Longstreet Drive in Wilmington, New
Hanover, North Carolina. Authorization will terminate on either final agency
action or upon written notification from either parties involved.

(Signature of Client)

Date
Table 1
Property Identification Numbers
PID
6117-011-014-000
6117-011-013-000
6117-01-012-000
6117-012-003-000
6117-012-002-000
6117-012-001-000
6117-012-007-000
6117-012-006-000
6117-012-006-001
6117-012-005-000
6117-007-010-000
6117-007-011-000
6117-007-012-000
6117-007-009-000
6117-007-008-000
6117-007-013-000
6117-007-007-000
6117-007-014-000
6117-007-006-000
6117-007-015-000
6117-007-005-000
6117-007-016-000
6117-007-004-000
6117-007-017-000
6117-007-003-000
6117-007-018-000
6117-007-002-000
6117-007-019-000
6117-007-001-000
6605-006-001-000
6605-006-001-000
6605-006-005-000
6605-006-002-000
6605-006-004-000
6605-006-003-000
6605-007-004-000
6605-007-005-000
6605-007-003-000
6605-007-003-001
OWNER
William Dalton R Etal
Smolinski Marlene Ray
Gore Liston G
Phelps Albert L. Ozalia C
Harm Eugene M. Louise
Green Kenneth J. Sherry S.
Penberthy John Nannette
Killoran Maria W.
Hollowell William Al Sheila W.
Sims David D.
Bird Clifford W. Elizabeth
Williamson Ruby
Ward Michael E Etal
Bridges, Robert S. Jr.
Connor Ann D
Poindexter Robert T Etak
Plankers Earl N
Yelston Thomas W. Jr. Jean P.
Dover, Joel S. Kimberly W
Ritter, Dewey L. III Teresa
Balderson, James R. Nancy F.
Gailey, Robin
Hodson, Colleen G.
Hollermon, Willie Sr. Etux
Williams, Lloyd Steven
Gainey. Joseph C Rae Driscoll S.
Huerkens, Marlies Etal
McCombie Paul Brenda B
Bryan Mamie N.
Berger Julia Kirlland
Mclemore L. G Etux
Horton E. Wilson Jr.
Stephens Barbara Kugel]
King Herbert Hill Jr. Sara S.
Gale Roxanne
Johnson Jeffery C. Eta]
Malahias Constantine L. Sandra
City of Wilmington
Page 17 of 17

ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME ??? ?.l \ M,..\ ? DATE
PROPOSED CHANNEL WORK (e., culvert, relocation, etc.)
WATERBODY/RIVER BASIN COUNTY/CITY
(Shipyard to Stonewall Jackson)
RECENT WEATHER CONDITIONS
P SP NP Observation Comments or Description
X Fish/Shell fish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Breeding None Observed
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks
X Channel Substrate
(i.e. ravel, cobble, rock, coarse sand) sand, silt, clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/Instream Habitat Structure
X Flow In Channel

X Wetlands Adjacent To/Contig. With Channel
(Discontinue) .

X Persistent Pools/Saturated Bottom
(June through Sept.)
Seeps/Groundwater Discharge (June through Sept.)
X Adjacent Floodplain Present
X Wrack Material or Drift Lines
X Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y ` N
Does Channel Appear On A Quad Or Soils Map? 0/ N Approx. Drainage Area:
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MGR Initials
Intermittent Channel (proceed) X Unimportant Channel: ?F-
Ephemeral Channel (nojd) (attach map indicating location of important/unimportant channel)
X Ditch Through Upland (nojd)
Evaluator's Signature:
(if other than C.O.E. p ject manager)
i i M io4
v!r/`t yMNwh .
1 t
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NANIE_ L ?( W \i` X11 9 it°.r. DATE 05/31/01
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.) \I
WATERBODY/RIVER BASIN Av-J >. 5> QfZC`` COUNTY/CITY ?ig?1 anl?'RC
(Shipyard to Stonewall Jackson) C
RECENT WEATHER CONDITIONS ` ?V- ti_T C
P SP NP Observation Comments or Descri to ion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Breeding None observed
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks
X Channel Substrate
i.e. gravel, cobble, rock, coarse sand) sand, silt, clay
X Riparian Canopy.Present (SP a/> 50% closure)
X Undercut Banks/Instream Habitat Structure
X Flow In Channel

X Wetlands Adjacent To/Contig. With Channel .
Discontinue)

X Persistent Pools/Saturated Bottom
June through Sept.)
Seeps/Groundwater Discharge (June through Sept.)
X Adjacent Floodplain Present
X Wrack Material or Drift Lines
X _ Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y K@
Does Channel Appear On A Quad Or Soils Map? ©1 N Approx. Drainage Area:
Determination:
Perennial Channel (stop) Important Channel: L.F PROJECT MGR Initials
Intermittent Channel (proceed) RX Unimportant Channel: tfw-
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
Ditch Through.Upland (no id)
Evaluator's Signature:
(if other than C.O.E. oject manager)
Sr/ i ?'G'f?11.
l I
t t INTERMITTENT CHANNEL=
-EVALUATION FORM
ACTION ID APPLICANT NAIVIE DATE 05/31/01
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.)
(N. of Stonewall Jackson - Drainage fe4ture connecting to Lo g Street Canal) East'side
WATERBODY/RIVER BASIN \-\11 ?-z? ?.? t? COUNTY/CITY-,- ,, .a?K?-
RECENT WEATHER CONDITIONS u
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Breeding NONE OBSERVED
Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks

X Channel Substrate

(i.e. ravel, cobble, rock, coarse sand)
Sand, silt, clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/Instream Habitat Structure
X Flow In Channel

X Wetlands Adjacent To/Contig. With Channel
(Discontinue)

X Persistent Pools/Saturated Bottom
(June through Sept.)
Seeps/Groundwater Discharge (June through Sept.)
X Adjacent Floodplain Present
X Wrack Material or Drift Lines
X Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y )@
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area:
Determination:
Perennial Channel (stop) R Important Channel: LF PROJECT MGR Initials
Intermittent Channel (proceed) Unimportant Channel: X
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
X Ditch Through Upland (nojd)
Evaluator's Signature.
(if other than C.O.E. pr 'ect manager)
l4Px v(>N'^n
1
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME DATE Q 5 / 1 / 01
PROPOSED CHANNEL WORK(i.e., culvert, relocation, etc.)
WATERBODYAUVER BASIN 1?s ? COUNTY/CITY c 1
(Stonewall Jackson to Pine Valley)`
RECENT WEATHER CONDITIONS Jv??r?ti
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Breeding
None Observed
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks

X Channel. Substrate

i.e. ravel, cobble, rock, coarse sand)
Sand, silt, clay
X Riparian Canopy Present (SP =/> 50% closure)
X Undercut Banks/Instream Habitat Structure
X Flow In Channel

X Wetlands Adjacent To/Contig. With Channel
(Discontinue)

X Persistent Pools/Saturated Bottom
(June throw h Sept.)
X Seeps/Groundwater Discharge (June through Sept.)
X Adjacent Floodplain Present
X Wrack Material or Drift Lines
X Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y/9
. Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Drainage Ana:
Determination:
X Perennial Channel (stop) Important Channel: L.F PROJECT MGR Initials _
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
Ditch Through Upland (no jd)
Evaluator's Sisnature: ?-
(if other than C.O.E. roject manager)
NCl AVO Stream Classification Form
Project Name: O?J??t can h River Basin: County: ?.I Ay-\"r Evaluator:
DWQ Project Number: Nearest Na[n4d` Stream: ` Latitude: Signature:
A?a\SCs ?QC
)ate: 513 ( ` 01 USGS QUAD: Longitude: Location/Directions: Syr pygf4- -?o
PLEASE OTE: If evaluator and landowner agree that the feature is a mart-made ditch, then use of this form is not aecessary. S?O.trwa !/
1lso, if in the best professional jnlgeuient of the evaluator, the feature is a .man-made ditch and not a modified natural stream-this
•ating system should not be used*
Primary Field Indicators: (Circle One Nigniber Per Line)
Geoniorhhology Absent Weak M
.) Is The USDA Texture In Streambed
i) Is There An Active (Or Relic)
'loodplain Present? ® 1 2 3
i) Is The Channel Braided? ?n 1 2 3
' Are Recent Alluvial Deposits PresenO n , -
1) Is A Continuous Bed & Bank Present? 0 1 2 0
*NOTE.- lfBed d Bank Caused ily Ditcliinv And 1VITHOUT Sinuosin Then Scare=O+)
.0) Is A 2ud Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yeses No-0
'RIMARY GEOMORPHOLOGY INDICATOR POINTS:1f
1. H`,drology Absent Weak Moderate Strong
Is There A Groundwater
'low/Discharge Present? 0 1 n 3
'RIAIAR I' HYDROLOGY INDICATOR POINTS:
bsent _ Weal( Mode
'RIA11A R Y BIOLOGY INDICATOR POINTS:. ?
-
eeondary Field Indicators: (Circle One Number Per Line)
Geomornholot?y Absent Weal( Moderate Strong
Is The re A Head Cut Present In Channel? .5 1 1.5
1 Is There A Grade Control Point In Channel? 5 1 1.5
i Does Topography Indicate A
atural Drainage Way?
n
5
1
1.5
ECONDARY GEOMORPHOLOGY INDICATOR POINTS: O
Hydrology Absent Weak
Moderate
Strong
Is This Years (Or. LLast's) Leaflitter
Present In Streambed?
1.5
1
.5
0
Is Sediment On Plants (Or Debris) Present? 0 5 1.5
Are Wrack Lines Present? 0 .5 1 1.5
Is Water In Channel And >48 I-Irs. Since 0
is Known Rain? MOM: Ditch i i e r il9 Above k' Viis-51cp #5 .5
+ 1 1
Is There Water In Channel During Dry
:)ndi ions Or In Growin Season)? 0 .5 1 1.5
Are H dric Soils Present In Sides Of Channel Or In Headcu ? I'es 1_ No=O
l?CONDARY HYDROLOGY INDICATOR POINTS: 2 o
OTAL PINTS (Primary + Secondary)=3y75(If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC4y 1V10st13, FAC Mostly FACU ))Mostly UPL
NOTE: If Total Absence Of Alt Plants hi Streambed 2 1 (?35 .5 0 0
Noted Above Skin Viis Step UNLESS SAV Present+)
sCONDARYBIOLOGY INDICATOR POINTS: G. Z-3'
4
SCD"IQ Stream ClassiCcation Form
Project Name- Lvn ArA. C-4-1 River Basin: Count
Y: 1 V Qv,.1 I•?,?-W t1; Evaluator:
DWQ Project Number: Neare t Na a Cream: Latitude: Signature:
Date: 7(1 d) USGS QUAD: Longitude: Location/Directions: N. ?laGr1 soH
PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this forur is not necessary. =as/
Also, if in the best prafessional judgement of the evalrralor, the feature is a roan-made ditch and nof a modifier/ natural stream-this
o h,7 S7(0rG7''
•rrling system should not be user/'}`
Primary Field Indicators: (Circle One Number Per Line)
11010
1) Is The USDA Texture In Streambed
? j
1) Is The Channel Sinuous? A 1 2 3
i) Is There An Active (Or Relic)
joodplain Present? XV) 3
0 Is The Channel Braided? its, 1 ? _
1) Is A Continuous Bed & Bank Present? 1 2 3
*NOTE If Bed & Bank Caused By Ditchine And WITHOUT Sinuosity 11 fa Score=o*)
0) Is A 2°d Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 NoA
'RIMAR Y GEOMORPHOLOGY INDICATOR POINTS: O
.I. Hydrology Absent N' eak Moderate St one
Is There A Groundwater
,low/Discharge Present? 0 1 3
'RIAIARY III'DROLOGI' INDICATOR POINTS: _
TI. Biolocy Absent 'L'eak Moderate
Are Bivalves Present? (bj 1 2 3
'RIMARYBIOLOGYINDICATOR POINTS: <3 -
ieeondary Field Indicators: (Circle One Nianber Per Line)
Ueomorpholocy Absent Weak Moderate Strome
Is There A Head Cut Present In Channel?
Is s There A Grade Control Point In Channel?
I Does Topography Indicate A
atural Drainage Way? r(p
(a)

0? 5
5

$ 1
1

1 1 5
1.5

1.5
ECONDARIr GEOAIORPHOLOGI' INDICATOR POINTS:
[. Hydrology Absent 0
Weak
Moderate
Strone
I Is This Year s (Or Last's) Leaflitter
Present In Streambed?
1 5
1
n
0
1 Is Sediment On Plants (Or Debris) Present? (0) 5 1 1.5
i Are Wrack Lines Present? (Q1 5 1 1.5
i Is Water In Channel And >48 Hrs. Since
ast Kjiown Rain? (*NOTE: If Ditch Indicated hi N9 Ab 0
ove Skit) This Step n l as .5
n low*) 1 13
i Is There Water In Channel During Dry
onditions Or In Growing Season)? 0 5 1 1.5 ^
Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1 5 No40-)
ECONDARY HYDROLOGY INDICATOR POINTS: 3. i
I. Biology Absent
Weak
Moderate
Strom
Are Fish Present? .5 1 1.5
Are Amphibians Present? (p? .5 1 1.5
Are AquaticTurtles Present? t2D 5 1 1.5
Are Crayfish Present? (d 5 1 1.5
Are Macrobenthos Present? 0 5 1 t331
Are Wetland Plants In Streambed? SAN' Mostly OBL Mostly FA CNN' Mostly FAC Mostly FACU Mostly UPL
A'OTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
Noted Above Skip This Step UNLESS SAV Present*)
sCONDARY 11IOLOGY INDICATOR POINTS: ?
OTAL POINTS (Primary + Secondary)=If. q (If Greater- Than Or Equal To 19 Points The Stream Is At Least Intermittent)
vCWO Stream Classification Form
'roject Name: no= ,,,,11 1
River Basin: ??s ?A County:, I k-v \?n^Vwf Evaluator:
1 -,? rx9
io;!+ "
)WQ Project Number: Nearest Named Stream: Latitude: Signature:
)ate: -S? 3 i I E 1 USGS l QUAD:
Longitude: Location/Directions: S ?avt,? li,u // ?,(
TLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this forth is not necessary.
llso, if in the best professional judgement of the evaluator, the feature is a nuan-made ditch and not a modified natural stream-this the vx /c?j"
ating system should not be used` /
Primary Field Indicators: (Circle One Number Per Line)
)1101
.) Is The USDA Texture In Streambed
1) Is The Channel Sinuous? 0 1 (? 3
i) Is There An Active (Or Relic)
1) Is A Continuous Bed & Bank Present? 0 1 2 0
*NOTE: If Bed & Bank Caused By Ditching And IVTTHOUT Sinuosity Then Score=0*)
.0) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yeses No=O
3RIA11ARY GEOMORPHOLOGY INDICATOR POINTS: .2.2-
1. Hydrology Absent Weak Moderate Strove
) Is There A Groundwater
!low/Discharge Present? 0 1 2 n
'RIMARI'HYDROLOGI'INDICATOR POINTS:, ?3_
II. Biology _ Absent Weak
) Are Bivalves Present? (T 1 2 3
'RIMARY BIOLOGY INDICATOR POINTS. -7
secondary Field Indicators: (Circle One Number Per Line)
,G
Mode
t t#?;r,?`hti ?kr .
Veak Moderate
Does Topography Indicate A
atural Drainage Way? ro) 5 1 1.5
ECONDARY GEOMORPHOLOGY INDICATOR POINTS: _0
L Hydroloey Absent Weak Moderate Strome
) Is This Year's (Or Last's) Leaflitter
) Is Water In Channel And >48 Hrs. Since 0 .5
) Is There Water In Channel During Dry 0 .5 1 1.S
auditions Or In Growing Season)?
I Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? YesE No=O
CCONDAR If HYDROLOGY INDICATOR POINTS: 17
A
Are Welland Plants In Streambed? SAV Mostl ' OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
'NOTE: If Total Absence Of All Plants In Streambed 2 V .75 .5 0 0
s Noted Above Skip This Step UNLESS SA I/ Present*)
I, CONDARY BIOLOGY INDICATOR POINTS:
'OPAL POINTS (Primary + Secondai-y)=-?L(IfGreater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
9NLA

Title: USGS Topo Quad: Wilmington Quadrangle, 1970-Revised 1979
Project:
Longstreet Drainageway Improvement Project
Wilmington
- ? -
Kimley-Horn New Hanover County, NC
and Associates, Inc. Date: Scale: Project No. Figure:
6/21/02 1:2400 018002013 1
.C U, MIS e' IL AND I
l1 A 4' s 0 N U P' L I N
A
(J
?
O N S < W
Ed O?
O
_ r
?
I
/
( P E N D E 11_ A
mil`
- 1
i
? i
I
C O L/U M 0?s N. A N O V e R II
ddd
1 0 R' U N 9 W K
J v ?

i Area Enl ar ed

? W
A
z

o„
L • dr
0
d

,y
cw ? i r

4w
ow

17T
N
2 ?O ?-

Title: Longstreet Drainageway Vicinity Map
Project:
PPP7 M Longstreet Drainageway Improvement Project
- Wilmington
New Hanover County, NC
Kimley-Horn

and Associates Inc Date:
,ry Scale: Project No. Figure:
, 1 /0,
; goo a 1 002o _
Page 15 of 17
I
1�.yF...J` I �". ���� � ,� �51�,�C+jrt•r;. t' 7;� � I� .� �' a t �"�. � .�
-{ "�c1 S
t
1 Y, �
.� Y•�
-� ::�"� :,� ,' mac. �d'_ +f'�a�'. -,� , '�•='- ,/ ..
.1y�° 4 M Tri.. `.p. L •!" �` ..Y' � 4` d
••'�� u� W.
•k� f p 4 s [" ••• t .f/ �R 1 � 1_ y i 1Ttl u.r �: �[ �"ft 4(r'
Vis`; G.� 4 �� - :i8� �. ti �.T �„ y''•ai f„
•� r�` �p� �� .., . � IL'Y .� ' f •�fili
•�V l � 1 i�0y7•�� � Qd! 't M��.�i� . .' 1 � ` �, � ,a. a 1It I
�,�� � �S�[ K'• •i - _ � t �•` • f� '-•r'� • [ � I .. � �Y^� [t :tt. i^ Win! -�� ,
•a
�h-'«►S L 1 y` - �
':..t
� •i
.' ,jq r:.� ;�.:�r. ✓ r :tt
Title: Sails Map (New Hanover, North Carolina — 1980)
Project: Drainage Improvement Project
Long Street Canal
Kimiey-Horn Wilmington, N.C.
and AssoolatesI Inc.
Date: Scale: Project No. Figure:
08/13/01 1 N/A 018002013 3

lu
ti I
0)
C4
Z
R
/ i 1
/ I
/ I
/ DONALD 'VAND LISA N. HANNA I CAPE �FEAR COUNCIL BSA I
D.D. 2514, 1C. 471 D.B. 1314, PG. 1944
I i
I
I BRUCE B.�&MERON TRUSTEE
D.9. 2553, PG 725
i 1
I 1
Fkp �3�de�� I r « I
s.rx.
1
—--- --
/ — I - m ----
�r
--
I ---- - -��----_-_ - - _
---- -- ------ __-- — —
-------------- I11 141 _ --�-""-------- - ----- \ `,�
\ 1- ate- ------
- •o-
IiIslljT( _/ 1 I ----'- -
6+00 I 7+00 - -- - _ 8+00
!1 -- d+08-------------- ----------
-- ---- -------------------'^=a---_-_-_-_-_-_-------_-_-_-_-_-_-_-_--_----_-- _----------_- --- ----__
____l�`=---_--_--__--------------- --------__---- _-_--_- ----------------------- --
----------- --------- ------
------------------ 7-
- - -
--'-iaa,�aw.r--
._-- '_- --I- ... _L .. _ ... __ ... {_ .. " . ♦•-- ... — ... .. ... _� ... _ ... _ .. ... .L —rte-_ - _
_ ___________ _=5555__ =�=____=___-_� __________
-------------- --------'>-----
---------------------------------------------------- -------------------
--- _ -"r-------I� f ---------
------------
-
-
--------------------------
_ 5555-'-- ---- ------------til
_ U \
-- ----- — — -------IIII11
-----------------------"'---------- -----
_III III _
--' _ --- -----------------+z-----------------
0)
W
!1!11 Ilji
ILII 1111
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF:
Kimley-Horn
_ and Associates Inc.
P,O. eox 33o6e -RALE '
IGH, NORT}i CAROLINA 27636-3068
PHONE; [phone] FAX' [phone]
t:LILN I: CITY OF WILMINGTON
STORM WATER SERVICES
SEAL:
w8 -0T-02
PROJECT:
LONGSTREET DRAINAGEWAY
IMPROVEMENT PROJECT
—
LENaIpk
I I
TITLE: -
SITE PLAN
"`"SES
H:\PN\011335015\DWG\LS-PS-02.dwg bAs W""°" .r
Thb document. togeti w with the can Wlb, and derigu pr.eented h—I., os w inat—t of advice. b int.nded .1y for th. W nfio purpose and dimt lar whist It was prapa.d Faroe
of wd iwopd rello— w thb docun t without written aut1winW, and odoptation by Ki W*y-Han wd Aa iwtea, Inc shall !e without 1'iabiity to KMNey-Hum and A a iatea, Inc
Copyight KW9@y Han wd Aasooiotea, lb,, 2002
WWW
Why
",,,uaa . ,ag ,Kew •,oB �deEx: ,
011335015 2 s X
i 1
�� •
1 I I BRUCE B. CAMERON TRUSTEE
O.E. 2533. P
, / ! ( G. 725
/
LEGEND,—
s
TB— PROPOSED TOP OF BANK
t
E PROPOSED EASEMENT
i
.'
!!ill
till
!1!11 Ilji
ILII 1111
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF:
Kimley-Horn
_ and Associates Inc.
P,O. eox 33o6e -RALE '
IGH, NORT}i CAROLINA 27636-3068
PHONE; [phone] FAX' [phone]
t:LILN I: CITY OF WILMINGTON
STORM WATER SERVICES
SEAL:
w8 -0T-02
PROJECT:
LONGSTREET DRAINAGEWAY
IMPROVEMENT PROJECT
—
LENaIpk
TITLE: -
SITE PLAN
"`"SES
H:\PN\011335015\DWG\LS-PS-02.dwg bAs W""°" .r
Thb document. togeti w with the can Wlb, and derigu pr.eented h—I., os w inat—t of advice. b int.nded .1y for th. W nfio purpose and dimt lar whist It was prapa.d Faroe
of wd iwopd rello— w thb docun t without written aut1winW, and odoptation by Ki W*y-Han wd Aa iwtea, Inc shall !e without 1'iabiity to KMNey-Hum and A a iatea, Inc
Copyight KW9@y Han wd Aasooiotea, lb,, 2002
WWW
Why
",,,uaa . ,ag ,Kew •,oB �deEx: ,
011335015 2 s X

I
1
s??-- ?,-?v ---
??
a,>&os?`?
I 2 ?
I :ccsrx u
I PINE VALLEY ESTATES
MB. 8, PG. 9i
6w[uu%
I 423
I
I
_??--
_?-
-?__
{ _??-
\ ??
I? 4iY
BEGING?OJECT 'llil? I
`l STA 9+J2vI IIIgI l - _
I Ipl ,--
? II? I\ _-
Ihlll ?, r
----______--_?4 u?`_ __ _ - _?
v1 j ??>i?? i ii l
1 ? ?y ?vI 1 I IIII I , '.
I-?? I/ ?' I ?I I III I I
I ?.zz ., ??y?C .Illill lil i I??
I w? u:Se ? ?? ay I t l, I l I I I ?
t ??,( ?j V Il it I ll I l ll Mi i i i i4 ?
Illy 1 l I'
I\ ??: ?? l1 I I 1 d III II I l l Ib ? ?.
\ ,?/,'/ ? 1 III ? IIII I
1 ?? 6? ?\\I 1 IIIII?I IIII I
f ? I I I 1 I
I /?;X i1II11 1 illll?l. 1)1111'1 1???
/ ? 1 1 1 III :1 I I I I
i 4 1 111 I 111111 111111
??/ I 1 1 1 1 y l l l l I,a I I ,a.?l
,?/ A\i 1111 1 Illlh I III) I °'
1 \1 1 . 1111j1 111111
1 V1 I I Illilll .I (IIII II
I 1 Ilfl ?11 d
1 \11 l III I 111111
V Al t l II 111111
1t1 Illllp Ij1,1
\t IIII VIII ? st I?I?
II IIII I
\I 1111 11 Illill 31 IIII
I 111 1 IVlll .I
I ll III 1 ??illll ? Illij
j I I j 1t Illill I ?Ilil
I t I I 1 Intl I II I
I I I I 1 (IIII .I 11111
I 1 1 1 I 11111 t IIII
I I i t 1 Illil I IIII
I I l 1 I l l i l l j??IIIIII
n. «xm
w
W
W
Z

. „T ??f F
„?II i
1111 i
II i
I, 1111 ? -?-TB- PROPOSED TOP DF BANK
111111 if -E- PROPOSED EASEMENT
? VI
ll ? ? ?l Il?lr
?? t 11)111
? I III
? ,?,o,l ?
11
1111
?` ? _ _ _ II 1111 1I) ? + +++++++++
__? It tll
_ _'? ? } ?, l l I
ail
l 1 t
e a g"?iiusma" ?? j
I
l ? vvv vavv
vvvvvvvvv
STATES vvvvv av vv

FULL BANK STABILIZATION
TYPE 1
FULL BANK STABILIZATION
TYPE 2
FULL BANH STABILIZATION
TYPE 3
FULL BANK STABILIZATION
TYPE 4
FULL BANK STABILIZATION
TYPE 5
FULL BANK STABWZATION
TYPE 6
PRELIMINARY
NOT FOR CONSTRUCTION
PxEPRftE? ?N TxC ?f??? ?. CLIENT: CITY OF WILMINGTON a-o,-D2 PROJECT:
Kimle Horn , _ZD?
y ? LONGSTREET DRAINAGEWAY
_ STORM WATER SERVICES
?x„ ?? H:\PN\011335015\DWG\LS-PS-03dwq ??: ?".m ?M and Associates Inc. ¶?? ""'SE5 IMPROVEMENT PR JEC
?a ? ?, ,?, ?? ?, ?,< u ?a ? ?1a ?w?. ? o, ???? cI swnce, a rl.,? ?? ?a x» « ? ?I ?.?? ??.? x«? ? SITE PLA ar 0 T
? ?s ro mw a? r >q ? nww"" wrote P.O. BOX 38066 -BALE
or aw inyapw rx?? a. teu ro„m.,i wmaut r<iu., atnorxola? ma cmplatwn er Km?erxom ra Auociolea trw. snot 4" .ilpoul iaNhr to ei*aerxom and Apexblp, he X;H, NORTH CAROLMlA 27636-3066 ? "Hawn wwcc nus xa wwxz i w.+m:
CoP1^9xt r ierx«? ob A?onm?, na, mo: PHOP?? [phone] FAX [phone]
s[a? ww 01t335o15 __- _ 3 s X

LEGEND
--TB- PROPOSED TOP OF BANK
-E^-- PROPOSED EASEMENT
- - Rw - - I - _ FULL BANK STABILIZATION
- _ - - - - _ x,'w TYPE i
- - ft+a++tf+ ? FULL BANK STABILIZATION
I I t++++ttt+t TYPE 2
I _ ...................
recnnN ° I FULL BANK STABILIZATION
ue s. PGL BEY ESTATES I I ?.?. °??
I I I ..:-:... ...._:?: TYPE 3
FULL BANK STABILIZATION
sECnnm s ? I ? TYPE 4
%NE VALLEY ESTATES CUfFORD W, AND ED2ABETH BIRD
ua, e, xc. sa ROBERT S. BRIDGERS v v a w v
As +s I vvavavvvvv FULL BANK STABILIZATION
l O ANN D, CONNOR I vvvv av avv TYPE 5
WILLIAM A. AND SHEILA W. HOLLOWELL „ I
µ ? 1 l a 47
`s. FULL BANK STABILIZATION
I - TYPE 6
I
I r ?.?. ??? II I wt„ I I I
? ? "°'"1 ?' I I I I I
r
a
ww+? k,?zl I??yl ?? L i
\?I I I L? ?
I ml 1',?' ? I1 ?? I ?i??i, , ? I
_ I I I, ? v J , ? ? . ?M?, _ I `? I
- a, ? I l T I I I+ I? _
I I I I lol ? ? I ,
1
I I ICI l ??1 I I I
1 ? J I I I ,?? I I ? _ I I ??
?? III I ?l? i'? -
1 ??..1? I ??I ? ? - --
? 1 fPTI I? I I -'- i? -.• -'----
II \ i - '
?I/ - _
?. -,r l I RIP RAP PLUNGE
?H. ¢ ? -?? ?, 1T I I ?? ? ??? ?? POOL WITH JOINT I I I
he ..hl 1T ,I ,; ? PLANi1NG ON BANKS ?? I
_---- -- I I II ?'
_- ? ?? I I i ?? 2 ?? --_.
l G 1 1 I 1 I _ ._
----- l?fi? i1t - ? ?" ' " -
W f ---? 'tip, ? III i? E. E E -E-? E I E -? ---.E I E E? - E
Y t-- 'E ? E??E -?-
i
UI ?E E E 1 I ? ? --- ---
E E ?, - ___ --- -_
W Raw __ _ _?"__ --?_ -_ I I i + t: =.sid`+i++ + . ++}t+, 'x-t,.t i + a + t + t , :. . .. 19+D0
+
__ -? _ _
-__-- i? 't-F1 .. ? ?? _ J-t-4 1 + f + k?l-! + + + 4 + + + +_i 2?"i ??? ?-??..i31+-..-... ? +^h...:-ra...
_.: _ _ .p„
W _R
W z_, -'__ -? _ ?s I =-?' / .1 I ?n ,?.- T .-- +--+-+_t 2=t d. ?F.??rra=rF.?_+_[3= ti ±? - _ __
+-w-r- + „LL __
. - _ .. .. ... _. ._1.. _.
Z - -_ ? ? .* --I-- - -
__
-- ..
?1 __- - ? ?. i1 ?T w-?. -- -- ? --
? l?' Y^Y"?T??V-?}tea-_G.3a?ti3}f.>--L- , +-T?S't?l--1Y JY
` l v
?` ? _ f + +?-+-Fl?-+-?_-1?--i_iJ_+,-i i'}-4?+-+_i , 4 t + t t + i-'i'T r-+?£ yam'
t 1 i W
vxrxa
? xer •.,? , +(+ +++
-Ey?.? __- Eft { ? E° I 1 I ? + + + + + + + + + + + +--aF + t t a + , '+}, , + + , , + r rW^
\ `? ? I I I I nn?v?,ar. mow,, +-?ai?t + ?+ +++ + ,?..'. u:.tt ?m err++?r t r; ?v,!
a,w - _ --?--- W
< ??'e Nl? °•1 ? a I ?'? -? E E?? E ? u?m,z?'-°-?- °-- n
? .?. tea. ? ?\ 1 gl1 ?, i I ill I?\??\ I E E E, E E .J
? 1 ? ? ? ? II a ?,? PROPOSED WALL --_ -_
? #1„ I I ? ? --_ I
i? \ PROPOSED 210LF ?I 1 I 1° -? I a l h _ ,
_?
? 1 \\ 3-6 x6 RCBC 1 &! T ? h I z I ? ? ? ----'
Rl s I° i `-"'----------I
? OR APPROVED 1 I ? ? a I? -
? ? EQUAL I I I " II I 4 I , i ? _ _
I .!
I I I ?I l KENNETH WOOD ? J?°? ,??
DAND D. SIMS ? / ? ?I'S II I? I I ? nl atk. 765 ??
i a.K b Il .p I I i s O ___ ___._-____._,- ?
263 ? II I ? '- ???-- __ -- MICHAEL E. WARD ?
I ?;'?u.N, ??
-'? I I -??? sss ROBERT T. POINDE%TER
?' I ?? ? \
SECnDNS ? I I IW". °1°?. ?- ?????, Ps7 ??
PINE VALLEY ESTATES 1 I? ??/ PINE VALLEY ESTATES ? \
raa. z. Ps. x o 1 nee. ?. ac , \? ---- _? ?
--- - - - } + .w --- ?
- - - - - °o ???w' I ?
.. ..
i
!?,-?7rrn
?,?,
,?, I h a„ I rt k, w? I -.
I I ,?..??, , I
' ? I I
PRELIMINARY
NOT FOR CONSTRUCTION
PPEPARED IN TrIE OFFlCF OE: CLIENT'.
CITY 4F WILMINGTON a-°'-02 PRD?DT.
Kimle -Horn ,?-2D.
Y ,??, LONGSTREET DRAT A
STORM WATER SERVICES N GEWAY
ur. x. +Exsoe H: PN 011335015 OW?G LS-PS-04.tl and AssoViate In ? TITLE. -SES
mn de?nl, ??, n? ? ? py ma ate, ?Ib N?? ? ? nelnm-i M „?, m ?I-? mly N, ?x W? a? ?? ,rt ??. ? a? ?Y $, ? IMPROVEMENT PROJECT
SITE PLAN
d ?a RcaK ,aWa. a, m. ao,w?,m .Imwl .xu? mu??:mwr, -d aro,aa? q r?Rlq-xan ?,a A„owl., ex. tw e++¢nwl IROEay w Kmry-xo,? and A,?«'wla mG P.O. EIOX 33068 -RALEIGH NORTH CAflOLINA 27636-3068 ? art?aeo anaxx n,? n „? ? „w,?x
capypnf K.mey-x?o ma +uoc?,.? ma sooz PFIOPE? (919) 67)-2000 FAX
(95) 677-2050
SEAL WW D11335075 Q • K
_ _ _ _ __ _ Raw.
I
I I
I I
I I
I I
JOEL S. AND KIMBERLY W, DOVER JAMES R. AND NANCY f. BALOERSON
I
I 49 i O I COLLEEN G. HODSON
EARL N. PLANKER$ ? I i st _

W
W
YI
W
Z
I
U
F-
.?:;?
THOMA W. YEL70N JR.
AND ,SAN P. YELTON
O
?u i[rct?R BITTER
289
z7o
? I
WILLIE H?LERMON SR.
2n
- PRE?AREP IN THE OFRCE OF:
_ Kiml
e Horn
Y
rcv. w. H:\PN\011335015\DWO\LS-PS-05.dwq
ms mo;m,m, I?.uK an N ?roW •e a..ww n.,x. „ • a,wv;.;1 a >a+a, a ?.;I?am °'m ?• cr uam n and Asso i
a ane'mMM? ,M;mu m IBp OawmNd xiMal wlt4n aa8wua4an me cEWtolion Ey H'vae N? •J •ry la u. w:lrrc ?? •J ?•I Ia ? K .?. a R? -- c aces Inc,
0wr?ml K,H.reo?; oa Aerowta ??, 2002 r A•xwde, inG aaa a .;Inoue IaeWry a Ir,;le1-wm •a Aa?ow ne P.O. BO% 33068 - RALEK71, NORTH CAROLINA 7/696-3068 )
PHONE: (919) s77-2000 FA%: [phone]
1L0Y0 $, YdLl1AMS I
52
JOSEPH S. AND RAE DRISCOLL CAINEY I
z72
CITY OF WILMINGTON
STORM WATER SERVICES
SITE PLAN
MARLIES HUERKENS
53
PAUL qND BRENDA MtCOMBIE
173
W
IW
M/
W
V!
W
H
LEGEND
"--?'--- PROPOSED TOP OF BANK
'-'--E-- PROPOSED EASEMENT
FULL BANK STABILIZATION
TYPE t
iiiiiii + +
i
a FULL BANK STABILIZATION
i i i i
i
i
4 i i t a TYPE 2
......................
FULL BANK STABILIZATION
TYPE 3
FULL BANK STABILIZATION
TYPE 4
v vvvvvv
vavvw evv
aoovv FULL BANK STABILIZATION
pv vv TYPE 5
FULL BANK STABILIZATION
TYPE 6
PRELIMINARY
NOT FOR CONSTRUCTION
LONGSTREET DRAINAGEWAY
IMPROVEMENT PROJECT
>ruxa 0Un xe wrae ,e.?:
011335015 S _
??
W
W
'I
N
W
VJ
W
Z

I SEC?ON 9
PINE VALLEY ESTATES
I x¢ ?, vc. ea
_ \
\ ` \ ? I
\ ? I
` ? ? ? \
\ \ ? /W
\ \ \
l ? ? ??? PINE ?
z,? ? ` ? ? ? tIPY OR.
??
\ ` _
`-.?? -
r
? ``\
`\ ? _
_ `
J ?,
sccnuu
? PINE VALLEY ESTATES
ua s. ec. u
L.G. MdEL10RE Ka I!
I
I
fi? - -
`^
W
W
W
W
W
Z
J
I
H
'F 1 .gsgag¢?E33ev=Viv VOVavvavvvv ?D
?? \\ 7 /!1' - _____ v.wfv'v 6vv?^vsvvvvv os v.v
I ` F - ? _ '?? '" = vvvavvvovvv ewao-v vsF vvovovv
_. ?? ? w•,ea+?, P 1 ? ?' vvwov?v?vv vo vo'vv vvo ?.,?_?_ pROPOSED TOP OF BANK
` I ?-- I ?_____ ?"+`_E ? I 1 ? 11 14? ?.? ?? „?,, ---y -?"' _?_E -E-- PROPOSED EASEMENT
???? I - eeu ? , I CLASS 1 RIP RAP ?, / 1 I1 / , ? ? ?^rE
e ?? -__--? ? -_yE1TH FILTER FAB?iIC ?I?,t? 11 E»n,w? 1 ? ,rr--6 E? FULL BANK STABILIZATION
t ?
_ ?
I >x? ? ? mow,, _------? ?? PROPOSE?SpLF % ?? 111 ? I,_ ? _<_?- ? ?' TYPE 1
I i .r7-7T7; . ?--? ?`?3-6'><6' RCBC ?_'?? ? ? I I 1 ?I I err. w T ???. ?? ? ? +
61ZAPPROVED ! I I I ! I ,?„? -. .. .?.?.' FULL BANK STABILIZATION
i I / ` ?« EQUr? 1r 1 1 y 1 --- . + , .. r TYPE 2
I JULIA KIRKLANO BERGER a au ?\ ? . t I ? III I 4 PULL BANK STABILIZATION
TYPE 3
I n? ? ? '? ?
. , ? IP 1 I dd ? ? : srca?
174 I I i ?? I I P I UEFFERY C. JOHNSON """ FULL BANK STABILIZATION
? ? 1 TYPE 4
I I 111 ? ? f, m `"`?? v v v
I ? morot aovvvavav FULL BANK STABILIZATION
I HERBERT H. KING JR, AND SARA KING 1 I v v v v v v ro v v
I I xcna+s vvvvavvav TYPE 5
I NORTON E. WILSON ?. 17e L I I I RPNE PeLLEY ESTATES
I 2TS I ? ? I I ? ? FULL BANK STABILIZATION
O I I I I' ?, _ TYPE 6
I I PINE VALLEY ESTATES I p I I I _
I ? ue. z <c. a ? f ? ? I
PRELIMINARY
NOT FOR CONSTRUCTION
- Pxeealeo m mL wFlLf a: GUENT: 6-01-02 PROJECT:
CITY OF WILMINGTON
Kimle •H r ,.=2D?
Y ? ? ?„? LONGSTREET DRAINAGEWA
STORM WATER SERVICES Y
xv. ?.: avnx H;\PN\D11335015\DWC\LS-PS-O6.dwq wv: au••, am¢o er C SES IMPROV M
and Asso fates Inc, ¶? ?°?
,? ao?,1?,?. aq ?, ?h ? a?q. a?la ??,?, • ? ??I ?,?, a ?I,??a ? ?, w>?« ?.?, a? ??I ? ??, ...? •?a x«? ? p,„ E ENT PROJECT
m vw nprwv m'mw • m'v aoa,?l .Imwl •alv? amonml? aw ?xAml? q KHUey-xv? •a A?lolax In< ma n .an•I Ilmx? to KrNW-xan oq A,?«lo1», Imo, P.O. BOX 33066 - fiALE10Fl, NORTH CAROLINA 276361068 S?E PLAN
c?,ryl X?y-xan ova Ayala m<,. som PHONE [phone] FAX [phone] ? ^'"?
SEU: WW 011J35015 E • X
1
_ _ __ _ - -'? ? 1 ?' .? ?_ --' I ? '114` 1 ';11111,
--_'__ 1 V ?\???-*''? I 111 \ 1
?! Al I I //11 Il ,? \i .
I ?' , ?-'\ \ I W7? III
\ _ ,- ?-
--- ----- - \ ? \_ _ - - `` I 1 IIII I qiy
?? vA I 1 I I
s A I III II
PINE VALLEY DR. _ ?A I_r! ___} ?,?_w+?. I \\ I? III I IIII .II II
V v? I
.r II ? ??I I I I ? 11 11?
ia.aa?
a:.? II V \ \ I l1 1\11 j II
--r--i -F--'_t«c}? ?C ? h \ ? I I I I I I I ICI
1 11 ? ? ? I I \\ 1 II Il?l?i I . Iii
__ - - -- - -1-_-( 1 ? 1 v IIII IIII' I?
W
W
W
W
V/
Z

---__-"---"'-__ 1 1 I ? ?i Av 1111111 i?
t ? ? Av??I1??11;a
I 1
I ? I ? qn aF mu?IracTDN v? 11111 I? N
I 11 ?V 11 I?o.e.lase..c.ut ?I?14t1 I:? ?
1 1 I ?? V I I I I' 3 N
1 \ 1 I 1111111 I = ?
l + ` I? 1;111 I
1 1 I p11 .I 1
PINE VALLEY ESTAIFS \ ? 11 I ? II 11111111 i
y+0. s, Pc, ze ? \\ I 1111 1} I'
I III'"1 Iililljq''?`
? \ I 1 1 \ I
CONSTAN?NE L AND SANDRA MALAHIAS ? ??\ \ It I ' 11 I11j11? 1111
I
I n7 y \\ v \\ 1 I ? 1 ?j??111?1
I 1 11 ?? 1AV 1 j I A11111 ? I?i
\
t ` 1 V v v IIII 1
I
w?° oa?.xc \\ \ \? \ \\ I I \\ I1 ? 111 ?? 1 1
2a>. A v ` A 1 1 I? V I IIII) I I
\ 1 /r /
I , \\ T 1 1 1 I I. ??I?11I! ?/
I / , y \1 `? 4\1111 I I? Illj?flll f
/ ? ? ? c? I t PROPOSED 5LF I III I ?? ?IIIIIIIf I I
/ .I? ? ? ?w,// 14-6'x6' RCB ? ? I II I ? ?1?1111111 vVI
// ? / FOR APPROVE 1 11 I ,?1 '?Il?jjll 11 ??
I / I EQU L I I I I I? ;?? ? III I I I I 1
I -/ ! I I Iil 17 'III1j1 I.
9 1 l I. ? ?l ?1
/ CLAS? I RIP RAP / 1 I I p ??TT
?"? 4NTNIFILTER FABRIC) I / q I I ?I? IT 1 l011.1
,,- % f it / / / ? II{Il?plll
- / I I // 11 ?t 1 1
-- ?- / I ! 1 / / is 1?K I I 1
vyu / ?/ / / !r / /
4?
1 ?°fy 1 j 1 1 ?0 /l!/ ?/
t ? \ ?\ 1 1:
1 1 1 \ 1
I I 1 \ t
Ig ? , . 1 d
a,o \ ? 1 1 LEGEND
,w. 11 i \ 1? ?I 11 11 1
°'-'.,cl ?,, 1 ? 1 1 1 I -T8- PROPOSED TOP OF BANK
I 1 I 1 1 I
} I I ?? ' 1 1 1 1 ? --E- PROPOSED EASEMENT
1 \ ?I 1 1 1 1 G
I I A I 1 I I I I ? FULL BANK STABILIZATION
I V \? l IIII d
I I ? 1i III I J TYPE 1
?l I ? 1 I I I I +++++ FULL BANK STABILIZATION
+ \ I +++++
I 11 1\ 1 ( I I I I +`+`+++`++ TYPE 2 -
i? 1 1 \? 1 III I I I
I l 1 A I I I I I I I FULL BANK STABILIZATION
I C I ? 1 I I l l ? i ?` ?" TYPE 3
1 _ ...................
I
II \ II 1 \\ ? I I I fl I 1 11( wm?ra+n?n ° FULL BANK TA I I TI
I V 1 I I I I p S BLZA ON
I j I \? 1 I I f I I TYPE 4
I I? 11 }, A 1 111 1 1
vvvvavvv
I I ? (1 ?\ I I 1 1 1 i d?` vovvvvavv FULL BANK STABILIZATION
I 1 f ? 11 I \?i I j I? ?` avvvvovvv TYPE 5
i I I 1 I ?I ? ?j ?
1 1 I ? 1 I I?\(? I I ` FULL BANK STABILIZATION
I I 1 ?I 11 I?? I If I ?` TYPE 6
I I / 1 ? ??
I 1 I ? ? - ? \
I 1 1 I 1 I I II I\l ?? ?? ??
?II I I ? T? I l l l v A?--_,,?`? ? ?a
ill I 1 ' I ?I I A? ? ??- - ?? ? -?, ?°",=,-
i /
I 1 1 a?Pes91 I \?\_ __ T1? __? _ __ _- ? - -/ I
I 1 j ?"Tg4 1 ? ?? \\
I `__ ?,
I _
I I __ ? \
-I
ICI j II ? \\ .-- ? --
-___ __
??-----'" I / / 1 Y, } /111" r? \ -_ `? PINE VALLEY COUNTRY CLUB, BICORPORATED
_- _ . ` ? ??
~ ?

JEFFERY C. JOHNSON \V ? II // ? I? // A ??- I? ??-
/ ?-._____? ?? I
____
7n \\ 1 I qTY OF V?LNINGTON II / __ ___________ ?,, _ ---_ ?
\ I ? '- ? ? I ?___?s--___
??
srcrf;n s Y\ \ 1 I 1 ? ? I 1 A / _ ? --- - ? - ? ??? ? ?--?
PINE VALLEY ESTATES I / ? L? ? I
(/ YB. J, ?G. 75 I \ _ I I ? au,nJ I I / "\ J f " ? I ? ?_._--
d
' v vovvavvvvvvvv -0
"- va vw v "d^aPwvvvvvv vsPavovvva vvvv ?+i
v +e?vavv?.. vvovoo`ov4vvvv vv ovovvv?a.PV6vvv_vo va'va949?
?? 66 66 !
9 f
`\?I

ay
f

? ?? ?Q`??Q ?> ? ?\??? -__--' -= ----
?Z? ? ? -"--'_---'-?'_;.='-^"- - -'-
\?@pQ? ? ??\?__;;_'?- ------„ern w¢x __ _-
_-
rte . ?
--_"--
?
_
_-
J
`
?
?
` -----------%'---
-

'
v vvvvvvvvvvv PP4c$avvvvvvvyyse=a?3?t-vrsEa?sgg?7?,?s-v-v 3

svvvvovvvavavvv '.ggsv3'.?'?-+?E't3Z?wv-v4v-PV?a€v-db.?
? $yq,'Q,¢PP99 Ra3b3Xei143 YC
?00?44¢
?

l.JI(tl M _

_-
-V 1 .
. .
-
_
_
_
_
_
_-- _
_ __
? ? ?
_ Z?O
?_-
_ - _- _,_.-- __- _ __
??? ? ? - -- _--• ?? _ _= _ --\-? -
?\?\\\ ? '" --?_____ -- - ----- -

- -----------_„?'--
_ ___
___
_ __
_
-_ ? _
_____
_

oeuu°rax
.. ..+.r-s.ozz"?-___L_-?-... ?_ ?f J ?I[,

? \II? ,+?

• ____ _'_?-
_ __._-?_ _
\`i?"z z. _____ ?V"__ ______________
.-?T-______
? ?
- ?
-- _ _' '-__v?®y?=_______-_-
__- _
T
?-

3sv=tiP7?FFewoPPawavv? v39 .ar'?q'90'rva-0a
yygycy€by4YV?a-v v:vY ves?r°6a
__-- ?ggyp •v-
?
-F?
? / 11
I
/
I! ?
aa
. -
I
I r /? ?
_
4\ \
c
`?
\??
_I
\- __
__
- `._CIiY OF VALMINCTON?- ?
S
'
1 ?
_
l
P
RP3-0c0.LL9?Y
TV'0g3RP'? EO9"?9 Pa7_Y4'2 P?YY?'.?0.0.9 J}? P
r t
4 PPVV4

/

/
V
???
-yl---_____._______ \ ? y
-
?? ?' 'I
`- __
NP
[
EISEIaEN1 FNO RIG4'.i Of
-
?G 27
1395
I ? 110
r
p Q, p00v0VVpR4'O VOVV VPOtlOVVi V947aPPV VV / / ?
?p000 ?,1?V4xi0aQ V90VVVV vvvAVV 0000 1 111 % ?/ ? ? ??/
I I I /
III/ I _
+
-?-?? ^1
" -?-?
,
.
\
- ,- - \\ / E`J1'/ ?i //// / /'°l 5 I i I \ /I
/ RIP RAP PLUNGE POOL-? `_ _____
USING EXISTING RIP RAP
'-''---
'-?iPMe f ? aceuaownmxr°,mra
? ""`""""""''"'011""'
III / / / / /
--E
E E \ E? I11?
/iii J I i ;I \ // .
-___
_
PLACE JOINT PLANTINGS ??? I I
- . - i - - - - - - - 1- - - - - - -
-
/
°ru
oc \\ \\ if //i i / \
?.
\
? //
I If -ON BANKS. --------_'"'
-- - -
I ?
A
/./ v / ?,
\ \ / 1 ,' ? \ I I?/ /I ?
? I
1 \ 1 ? I ?
\ 1 I I \ /? ---_
I IIII I I I 11 ? i?? /'? _ _ _ _ - - .? I /
/
I III : I I I , / _ -- _ ?_ '
jl III I I I 11 I I I _ - ? _ ? - -- --? ? ? , ?--- °-"- b- I
I
? I I I d j? r II n „_.r--P-'-
/ 1 I I J 1 P I r I 11 I??_ c..- I
/ 1 f I I I f f ?I ? h I
I l # I. I I I 1 ( I ?/ I rwrscvsrs I
----?-- T I ? j I I 1 I dl I I I
I 1 111 I I I // ??
I
,III r I ,.r I I 14? I ?
Il;i i i l` I II I?? I
I I ,/ I PRELIMINARY
? ? ? I I NOT FOR CONSTRUCTION
I PREPA?o Irs , „E ?F?? ? GLILNT: C(i'Y OF WILMINGTON a-D,-DZ PRDJEGT: -
iml •H rn
e ? ,?=2D?
LONGSTREET DRAINAGEWAY
STORM WATER SERVICES ,?„>?
°"•'?

m. w:
•wsue H:\PN\D11335015\OWC\LS-PS-O7,dwg
•m
auwn
avumn and Associates Inc.

? ¶'?
SES IMPROVEMENT PROJECT
>~w,?mw., law ?? W. ?? •a e? ?,b.w,w. • • ?,t ? ?. w „.°? ?y.° ??.>0•11. ?.• ?, ?1 t°.?K? ?,? ?a ?.
m ma ?var ,dw.c. m mn mw?l .?mwt +mu. wuorim?bn oa oayta[wn ny K?u.y-d°n ocd wo0oln. ?w. mw t« .uewt I?aa?y w xmcy-mm •a .?mta ma
P.O. BOX 33068 - RALHtl-I, NCR'fH CAROLINA 27638-3066 SITE PLAN °?
?'

.,ualu cvooa nus .weu r ra.a?.
?vrHyt K?'ley-N«. and names ?c.. zaoz PHOP?? [phone] FAX [phone] emu; ? ry.
WW 011335015 ? • X
FULL BANK STABILIZATION TYPE 1
N.ia
PRIMARY HORIZONTAL AND VERTICAL
CONTROL POINT FROM WHICH TO MEASURE
DIMENSIONS
FULL BANK STABILIZATION TYPE 3
N. i.S
$PRIMARY HORIZONTAL AND VERTICA?_
?gNTROL POINT FROM WHICH TO MEASURE
DIMENSIONS
FULL BANK STABILIZATION TYPE 2
N.i.S
PRIMARY HORIZONTAL AND VERTICAL
CONTROL PQlyj FROM WHICH TO MEASURE
DIMENSIONS
3E REMOVED
ING
iNCE WITH PLANS
TED
IAEA'S
IPORAA7
S SUL PROTECTION
FABRM t7PE5
0 CiB2
b a:sex
•-aANNEt Bois Nar
TO BE pSNABEO.
INDICATED TO BE REMOVED
ROTECIED DURING
ON IN ACCORDANCE WITH PLANS
iCA710NS
menoN AREAS
S OTNERWSE DNiEC7E0
7PE
BIE SURFACE
VG PER NANUFAC7URER'S
HERBACEWS PLUGS
7 iENPCRARY SEEgNG
piICABONS
Shc PAO1ECtx)N
BANN fABIiIC 7YPE5

a CFB1
b CIp58N
lOW
IEVFi
CHPNNEl BOTTOM NOi
70 BE OS7URBED
-_MCALLY BATiMG
10 BE INSTALLED i0
CHANNEL BOT70M/$IDE
SLOPE KRIICES
FULL BANK $TABILIZATION TYPE 4
Nis.
PRIMARY HORIZONTAL AND VERTICAL
CONTROL P41_NI EROM WHICH TO MEASURE
DIMENSIONS
??
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN ,X t GfRCE Gf lA1tN 1: CITY OF WILMINGTON "?-D6-D2 PRD?DT:
Kimle -Horn
y ,?=2D
LONGSTREET DRAINAGEWAY
STORM WATER SERVICES ,??„?;
?A•
,n •: rsxaNr. H: LPN\011335015\OWG\LS-VEC-D01.dwg wm P4M Pr; ???, an Associates Inc, ¶?? 5ES IMPROVEMENT PROJECT
mM ?•? tn?R„r .la BM <a?,N, •, ?,?, p•enlM b,rNn. • ? »,Irvmml cl •rvt,. M Xt•X? R?, ? IM ,paifx WP>„ oM <Aal la .? B .o, N?Aa^i Ra•
,I wx',ryop,r rNbsA m NM doq,n,rd AiUwt mtlm wMal,al'nn mN ,dglotion by Kmlay-Xan and b,xialey Irs. ,boY b, rllAwl I'wbillY N Ninlel-Nan m0 Aua01a, Mc ?
P.O. BOX 33068 - RALEK#1, NORTH CAROLINA 27636-3066 STABILIZATION DETAILS ??
?
mom w?,us A rAwNN.
?
c?PPIBnI RiM,rXan aM A,aA;ot,N Mt, 10DP PHONE [phone] FAX [phone] sEw yTyj D113350156 8
? X
3E REMOVED
NC
INCE WTTN PLANS
lEO
NG
SOIL PRO7ECMN
iABfiC 1YPE5
a CfB2
b CIPSBx
XANNEL ?710N NOi
D BE DISNRBEO
TO BE RlSiALLEO TO
p CNAiWEt BO7Tp1/SDE
SLOPE VERnCES
3E REMOVED
NG
iNCE WT1H PLANS
7ED
7NRIx's
a
EDRTG SOl PROIECnON
FABRIC Y1PES
o CfB2
b C1P5BN
?CXANNEL BorTau xci
ro BE MNRBFO.
CXNNEL BOTTCN/$NE
SLOPE KAnCES

INDICATED TO BE REMOVED
'ROTECTED DURING
ON IN ACCORDANCE PATH PLANS
(CATIONS
AVAIIUN AREAS
S 01NERNSE DNECTED
OPE
f SURFACE STABIUZAnON
FACTURFA'S SPECYIGRON
WD PERNANENI ANO
PEA PLANS ANO
BANK
TREES NOi INDICATED TO BE REM04E0
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE N1TN PLANS
AND SPECIFICATIONS
EgS1ING TREES IN ERWVAnON AAEAS
i0 BE IIEMON:D UNLESS On1EAA15E DIRECiEO
MAM'iAIN EYJSnN
DRUNAa EAlsnmc srABIE
-? /' uvPER BANN
EMCAVAIF / gRADE SLOPE
Sql PRO1ECnON 'N'Il
PABRIC TNEB
d PYRAMAi BASE FIOW
ROW b t-7511 x5TA1L CUSS I RIP RAP BAN ULl ? AARER LENEL
1B' MAM. ilu(xNESS
LE4El INSTPII JpNT PIANTINC$
AS SHOVN CN PUN
INSTALL CLA55
CNANNEI BOTTOM NOi 1 RP RAP
70 BE pSNRBED
...NLALLY MA1nNG Ply MIN. MIGWES$
i0 ? INSTALLED TD
CHANNEL BOTYON/SDE PLAN NEw
AOPE KRTIGES PATTEFW
FULL BANK STA8111jATI0N TYPE 5 _FULLER BANK STABILIZATION TYPE 8
N.r.z _ N.T.a
PRIMARY HORIZONTAL AND VERTICAL /PRIMARY HORIZONTAL AND VERTICAL
CONTROL ??yI FROM WHICH TO MEASURE CONTROL POINT FROM WHICH TO MEASURE
pIMENSIONS DIMENSIONS
POTTED BARE ROOK
4 (BALL k BURLAP)
1 EMCAVAIE / CRAOE RAPE
E%15nNG CHANNEL BANG
IC IWNiENANGE CORRDgt
REMDLf ALL TREES AND SHRUBS dA VIES
PLANT PERMANENT AND
7EMPORPAY $FEgNC PER PUNS
AND SPEgNCAMNIS
U4E B7NR5 AND to-?
BMK 80015
SEEDS
STREAM BUFFER DETAIL
BANK PLANTING ZONES
FOR FBS 2 & 3
N.i.S
EATER LEVEL I -
?_ CDUNNEI BOTTOM NOT
i0 BE g57UR?D
SECTION A-A
XOi i0 SCALE
RIP RAP PLUNGE POOL
NOT TO SLALE
??
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN 1HE OFFlCE CF: - Cl1ENT: R' PND?CT:
CITY OF WILMINGTON '-OB-D2
Kimle -Horn ,?=2°'
y ?,R??: LONGSTREET DRAINAGEWAY
STORM WATER SERVICES
An. iw: AivRWe H:\PN\Oi1J35015\DWG\LS-VEG-D01.dwq ogre wArnm o?.,: and Associates lncR nnE: - ??
?; IMPROVEMENT PROJECT
m'a aa?l, kgeUWr MLA ux amnvN xd dxyW aNN,la xralA, - d, nxn-.,t of xrdoa N nl-are amt b Bro ,Peda< IP?rPOx ma a?,l IW .n'm n .x o<oP?. Aax
a. oaa M,aPPM NRaAx N, MN aaauaxaL dBaul xIN- aN?WI=a?A MW ddoPIa1MP by RimlaY-Nam oad AexciRLaN Mc xaE b< ?DNPI ENNIh Id R?aNY-? W?d A,a,naLx. ? P.o. eox ?a - RALEI?, NORTH cAROL?a Z?6?s-use ABILIZATION DETAILS
aNLY?D h ARAnaR ADPCWl xES JOL MAWL 1 WxML0.?
LwrNAL Nimb7-Nom oaa .?.bnmaA aa, mqi PFIJNE [phone] FAx? [phone] sEU: VAV D11335015 9 • %

,-
- --- - _-

J _?.

-
--
-- --
aD
_?a.?,?, _. _

_
,
__ -? _--__? ___
I ? ,
_ _ ? _ .-_.. -- - ? -
i
'
-
--

_-_
??

_ ?._
--
- - - - - --- _ _ -

_ L
T
_

i
_ _ - - - -

?-
I
---- _._. _., - __ - ? I

_.

_
_

-

.__._;
_
--i

.>.
-
?-

_.?- _
_

--;-

r- -

-
_

.
_,
? ?
w
___i __
?
-
?_ _.?- _
- - --
i
--

-

_ __._
_. ?- -- _ r
-_-? ?
_ _
_ ?
r

_
}

- f ?
I - -f ---- -
r -
-

--
-T

-" ? .,

j
_
?
-

._-t_

- -

-

0
_ _
i _- __< -. ?- ? -

30 __ -
__ _?
__
-+ __

T
_,

??
t

I
r _.
.

'

?

-

--- r

__ ---'-- -- __ .
?---_ ... .. ...? T

_
-- -' -
? -- --

I - --

` - ---
-

1
._ -

--
__ -

r
-
-F. _ _ .._

-
-

_.i-

___-

-

. -a

- _._

--
_;
? _- -+ -- - r
-- . _.t -
.
I - -

_ -

- __,
_?

r _ __

?-.
_.. -
rt
--4-

T- t

- -

-

?
-

? -i-- -
_ _-
,
?.
-? ---
_. _ _.-- -...__ _.? _
? 1
_
----
1
- -
i _a
25

5

----

-
-
_y_

---F
t

___, ..-

_ -4 __

-
- -- -

- -

-

- _
- _ -

f

-I i

_.- __ T --?
-- --

a
_.-
_
_-

._? __

_

_

_
- -

_

-:

f I

- _. _
__._ __ ?
--? --? --. __ r _
r - - -1- - -

---.
L ? _
... .._ ?_ - - -

D --r
- -
--

__ _
_.._
----
?
L

_.__

_

+

?

?
_

-- __ -- _--
-
_ __ -
I
-._-. _.?.___.__ ,___r...-___._._.. _..

-_.T

r

._

-..?_}-

I -
- - _ -
......_.- r_ _..-.___..-r. -_.-__.._.t
i
?i

._

I - - ____.. -
_.._ _»?_ __ .__.
I I I
..__ ...
---__
_--.y _.__? .. ...
--. _.__?- ----f--- ---i-- ?-F`- -t?- i?
15

n o
0
0 o
o o m o m
n
?
N
N O ? m p n
m b
m N b m 10 10 n 10
M b
M
M
n M N MMI 1 M M1
M M N M7 h M M M

1+50 2+CO 2+50 3+00 3+50 4+00 4+50 5+00
0+00 0+50 1+00
LEGEND
? OF NEW CHANNEL
- - - - E%IS11NG GROUND
PRELIMINARY
NOT FOR CONSTRUCTION

P?P?°'"'"` "°'°? "' CLIENT:
CITY OF WILMINGTON B-Dt-02 PROJECT:
rn
Ki
l
H '"°
? LONGSTREET DRAINAGEWAY
m
o
e -
y STORM WATER SERVICES t
,"=5

---
A gates Inc
and ssoc Nom: m?y??5 IMPROVEMENT PROJECT

fil
dw
I
DWG
?.,c ?w mtwaa,, .
1
STREAM PROFILE ,.
g
S-pro
e.
\
ar. w: ¦xsoe H:\PN\011335015\
IDh Eowmn4 Wg11Aa dlA Va cm<pic m1 Mdgn pwnik batln, m m ntWment al aMta h nladp aly Iw tA1 rpKlk WIOOU ma t6nl la wlicb R aoc pcpad. Rare
of aN IMMa7a rIGmN m Mh mtwnot wIUWt arl[Im auMakuWn m0 aEOptotba by I(Ynlry-ikm an9 Nw8a1M hc. YM b wbiaul Ibbi'ty 4o N4M?rHaa and Wabin, krt.
copxld?t Klmerxaa ma xirotiala mt. swz .
P•?? ?x `3`?DSa - R?E?? ??}'i C'A?L?b ?sDS-TSB
c>?) sn-zooo Fnx: ems) sn-2oso

SHEET 10F 3
-

??: ?
? ?' -
WW mwao'wmwu ram - Y mraFk r ?'
D11335015 ?Q I X
5+00 5+50 6+DO 6+DU ?*w rrw ??..- _. __
? t _ __
? ? ? ,
i
, ? ., - { I'
-,..... . ____y ..., __ ?._._ -.__,?.__.- __. ).. .._ _. i... __. '
-. . -__ ._ ? r_.__. ---_ __ _-- __. -. _-_.. -_ ___ _._._ I -_? t. _.,- ...... .. _
-- I
i
{? - - --- -
, t
?

?. _ ?
- ?
r -t- --

?_.

i

i-
i
i , - I.
»- - - -L - ? _
?-
_
--
- . _..-_ ?
-__ ._. _._.-_ .. s _ -- -
-_- _ . _F
. _- - -r_.-_ ...... __ ?._ - -..._
!
- - - -? -?- - --? -- -.- _-t_..-.? .

30 ._ _...?
__
_......._ _. .-- -'-- ' -
- -- - - r ?----
r i r
---a-- _ i
__..-

?...
- - __

!. -
? ---._ . .'----- - f
---
__..-
___ __ - - --- ---
_._ ...1 . _-i - {. _. _ .?...__ ?..__ i_._._ ?.._- --... _?--- __-_ ------ ? ._ _.._ _- ...- .__ .-. __. -_._-_ --_._ .--- -
F ? - I -F ? ,_ - r ... ? _._ _ _-
r-- --
_
' _

25 >?i
B6>
?--- _ ?.-- ---
t--
+- I---
--
__.
?---
-
--- -+--
?-- - _._
{ ._._
I --
--_ ___.. I - - 1 --- -_... -
-
25
i
--- + --
?
'
- ?i--
- -
}-- ?'
?
__...1
J-. __ __ -.._._ -

?? .. _.. I..__, -___.

. .. __.

1 ____ _._.__ .__ ,_?_
r.__
T- -_ - - ? --- +-
?
i
i I L I
-__
! i I
?

?

i
1__. _ _ - _ _ __ ___
r _ __ _-._._
? _ _._ __.._. - ._ _ ___-__...___ -

15
15
O {p R1 h 10 N N yj M h N a) O N 0? N rA h b h N N < < N O O O O O O O
uj
M .- N .- N r lV ? N .- (V .- N ?-
M M M M M M M M M M M M M
M M M
M M
?'1
M M
M
M M
M
M
M M M
M
17+00 17+50 18+OD 16+50 19+00 19+50 ZO+00 ZV+SO Zi+W Y1+pu z2+uu 2Z+pU 23+UO
LEGEND
Q OF NEW CHANNEL
- - - - EXISTING GROUNU
aa?r_?
PRELIMINARY
NOT FOR CONSTRUCTION

PPLPnRC? ,N TML ?FwE ? CUENT: 3=°,-G2 PRGJEGT:
CITY OF WILMINGTON
Kimle Horn
y ''=Z°' LONGSTREET DRAINAGEWAY
S
TORM WATER SERVICES ,?,??

¶"E , =5
w..M

a?, a..
H:?RN?o„JJS°,s?°WGv,-Pray le awy
>•?
? m
w nd A s IateS Inca
a $ OC ,
STREAM PROFILE
?a?E? IMPROVEMENT PROJECT
mrs aowaaaL towma alu ? uneepN wa ?o aramtw n.«,, w w +awant or ?aKa, 'a btwdea aar td tK ?Ir: wmo• wa aaat a anan a am wwarcn eaow
o, we aawwar ? o. w mlo mwmmt auwt .atm wuonwsw wa aaoa+m'aa cy aaua?-Nom wd r?„oogNo, Ha. sal w .Imwt weRry to K?+y-RO?a oaa woaocw, m<. P.O. BOX 33068 - RALEH;si, NC1RT}i CAROLMA D636-3068 aKam ? ?nwgc ?ovaua nn aoe aroma: r un
?ovra?t kYaarNOw wan 'ot?. Ho., xot
PHOrE: [phone]
FNC: (919) s77-2050
SHEET 2 OF 3

sLU:

WW
011 J35G75
? X
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 I6+50 17+OD
___ _ _-_
? ?. ... _.. __.. . _. - r ____..
I ?_
._ _ _. _._ ? _._ _ I _ -

_ T .
__
+ ___? ..,

i _
_-
__. _.. -___
_. __ .?.. ._ ,._.

30 ._ ...- - __ ,
I _. ..._T
.. -_ _. ? t
__._ __ ... -

- - r
- --- --?--- i . .._ -r ? --

._.. r

I I

_.
.. _._
-----i- _.

-. _ -_____
25 _ ___ -_-

? _
?
_ _
_._ r ----

_...___ ? _ _- r -----..._
- _- 1 __.-_. ?._
. _-.._? __.
..? . ..
?_
_-- _ .__ ..____--_7--- ----r ... --
15
O D ?
O O
? 17 M

I
?
I- _ ?_ ? __1 _
_ -

1
__
..
?
_ _.- -+ '- ...
1
i
..____.-I ?
-r f ? ..i _
' ?
r-___
_ ___? ----- .-- __ 1_ ?
-. __ - __.___ _ ..__
` -

_.
r _
-?? _..__.. _-_._.__

,
? ? . _ _
_? _

?
-
}
_ i. .{-

,
- ._
. ___

--

?
- ? --- -_ __. ---- -r . _. -
_.
_, ?
1

1
_._

_ _ ,
_

-,-
I
-1,
? ---?- ...Y _. _
:..
--t - .. -
? - _.___` ?
__?
__ .
_ _ ?

_. ._ -.._- I

1
._ .___..._r ? _
_
._
_____- _- _ -. .._.
_ __ __
i
___.. _..____
. ?.

? _ .._ _.__

.. _
___ ? ..
?-.? _ ' . -. __
.-
.__.._. _.. _-____ _ ____.-.. _
_ ?
?
._
.
_ _

_ _
__._ __. , _
-
----'-- '----' --- -?--- -- .. t ..
-t

-

i ?
,-
, -- -,t -- ._--.- .-. _.
_..... _____. ...... _._.__.? -____I ,
t
t
I T f
?? -
?
? __ _, -
- T- - ---'--
-- ? _ ------ _-
- - - ---
_.___.
_ _ __ -- ----
__ ._,,?___.-.__.y _.__
____1. _.__
_..,. _I ....._.._I
.____ -_L _ _- , __l _.
_
_ ..
__ i _
.._
- -
-
--T- I ?

}
-- ?

__ ?

_.-

---
- -1 _? _ _i {-
_... - _._ y -
--
_ __ - .r

1 L I - - - -- i_ - - -

- -
k- _ __ _i ____? - - --- -!
r
I

• I

_.. ._ - ..__?
?_.__
_..__-r -_ ..-

_.
_._ -_
__...r_..,. _.._-.._i.___.__.._ _...-_

..__ ? _ _--._..-?
__-__?. __-_..._ _._..
- _y
.__-

?

._ -
G. _
___. ?

_r
_____ _ _ ?_
?
_?
i i
_ _ ._ _ ____
t
...
.-__

_ _ ._

+____

f
_
i ..._._...L
__
i _.. .._ _ _ ..._..

?

o

p

n n
?
h

0

0

0

0

0
0
? N m m
N
? m
N
N
?
N
?
? M N N N N
„ oa?nn ?F..u, a7+00 27+50 28+00 28+50 29 +Oi

LEGEND
? Cf NEW CHANNEL
- - - - E%ISTING GRDUNO
PRELIMINARY
NOT FOR CONSTRUCTION

P?P?NEO N? r~E ?,? ? cuENt: OF WILMINGTON
CITY a-a,-oz reo,?cr:

H
K
l ?'=?G' LONGSTREET DRAINAGEWAY
orn
im
e •
Y
STORM WATER SERVICES _?
, .5

,?
n sates Inc
a d Assoc T??:

PROFILE a wSEG
?? IMPRQVEMENT PROJECT
?,.»< _
? H,?PN?G„ 335G,5?5WG??s,ro,Ne.d•9 a? Df?f?N, ? .
? STREAM ? ?
B[c?
?
lAb Epplmpt, IagNMf NIA IM concpU and llfbnf M1rillb hxii, a m in4um•t tl feNc+, Y nlfMk cMY b IM pfdk WDfff m! tllnl la Meci N ?n DrpDrk. R••
el ?N ?p• ? , • W?. ?•, .NA•t .NI• •?N? ?a nkplcl?an A, A4NSY-Nan ?N A>p?bl? IM, fAtll A. NMwI IuNN, le K NY-,I? ? A,foDNt?, I?c
P ? ? , r,atrr? ca?wa?> sin-zoo
SHEET 3 OF 3
D??A ,n , I "
u
,
Anb6D W[WMt nF5 xugYP
o„a35G, s 12 . x

29+00 29+50 30+00 30+50 s+uu ?,+ov ??*?? ?? °? °°•-- -- -
26+50
24+50
22+50
? a
40
40
3s
36 ?
36
32 32
32
32
28 ?
28
26
-40 -20 o zu +? 24 24
c -40 -20 MO 20 w
n ?
N
24+00
26+00
28+00
a a
a4 ?0 4o w 40
40
? 36 36 ?
40 ?
36
36
? 32
36 32 32 ? 32
32
32 32 26 28 ?
28 28
28
o za w 24
28 ? -? -? c 24 -40 -20 0 20 „'
d 24 c
n
-40 -20 cp Zu w 2 -40 -20 r0 ? w N
23+50
44 N 27+50
22+00 '? 25+50
w
44 44 40 ?
? ? 40
140 36
36
40 ? ? ?
36
38 32
? 32
36 32 32
32
J2 28
32 ?
32 26 26
28
28 24
2B 29 -40 -20 0 20 40 24 -40 _20 0 zu +?
o _4p -20 0 zu +'+ o
Y? ? N
-40 -20 cp Zu w ?i
23+00 27+00
25+00
44 44 40 ?
21+50
a4 ?
44
40
36
32
26

- -- -_ ?

1 -
? ? -- -
38
1
1 /? 32

2

40 ? ? 36 ?
LEGEND
36
36 36 ? 32 32 __-___--- EXISTING GROUND
32 ??' PROPOSED GROUND
32 28
32 32 28
2B 29 19 24
26 24 ,,,
_2p 0 ?u ??*?? , N'
-40 -20 0 20 '?+ -? n P1SL??
6 _40 -20 0o zo '?' c N NOT FOR CONSTRUCTION
n
n
_,,p _2p o0 20 40
?

'?'T` CITY OF WILMINGTON
PROJECT.
,_°x-02 GEWAY ??
LONGSTREET DRAINA
1'?20?
RRPA0.m W TIE OFfl?E ff:
-Horn
Kimle
Y ORM WATER SERVICES
ST `?'-? OJECT
PR
IMPROVEMENT
E
teS ?nC,
nd Associa
a ¶'? OSS SECTIONS
cR S
9

75015 ? •
113
? ???? ?°
?° X
?? ?? omw
arm k ?pN?011335Q15?D'kC?IrrxcEd?g a .?, ? ? mn tr n. ? wve. eM sent wr Mee ? a a? N.
,?. mo..?n ?. ? w oaM. as ba. a..aa ti.+? a, m ,.ewe ae e,,,oc,. ? ?+ a ? wry ? ? ? e?.
4tl? b
d
?? P.O. sox 93066' RALEKK;{i NORM eaROU±A ve3e-9Dee
-,_. _ -..., -.. ---- _. GNFF'f d nF .?i - .
"""
4
/
d oN h'Pa0/ ?' a tliY a+nre rMwA w0.M aitlwhaMm aq a
30+00
36
40
36
32
28
24
-40 -20 20 40
ND
n
29+50
38
40
38
32
31+50
w 40

38
SB

S2 1

I
+
32
I ?
?
26
t8

24 21
-40 -2o mo 20 4a
Ri
N
31+00
28
,o
24
18
32
40
28
38
24
32
2B
24
+0 3s
36 32
32 28
28 24
24 20
36
32
28
24
40
J2
28
24
-40 -20 m0 20 40
of
N
29+00
-20 ,0 20
a
N
28+50
-20 00 20
ai
N
1AY donwil, dPPr MA h anoeh ad wd0u pww6i Audi w w 4gnrd e
d ud Ilowr nlalw w MY doolyd dtlkd rAY advMkn ad ul;ktlw b/
-40 -20 0 20 40
N
30+50
-20 m 0 20
di
N
33+00
40
38
32
28
24

1 i
i
1
1
?
?? ?
. ,

-40 -20 00 20 40
0
N
32
Z8
,0 32+50
38
40
3z
36
26
32
24
28
24

?.
r'
,. 1
1 /

-40 -20 a0 20 40
N 28 -40 -20 20 40 ?
q0
32+00 M
3s
3z
ze
24
20
40
3s
32
28
24

- --
I ?
1 /
1 1

40
36
32
28
24
38
24
40
20
34+00
32
28
24
20
-40 -2n mD 2D 4a
? N
32 33+50
28 36 38
24 32 32
40
36
32
28
24
-40 -20 m0 20 40
ro
N
PR?AMm IN iXE OfflCE OF:
Kimle -Horn
v

w. .?? ?? n A ociates Inc.
a d ss
1
b q? iNlk W0^w ad dud b dtltli R a piutl Ar
r ti< dr ? Nowt ? m pdy.+rl, ab ,?,, he P:0_BOX 33066_ RP1.6C111, NOR01 CAAOLNA 27B:i8-3068
CfTY OF WILMINGTON
STORM WATER SERVICES
CROSS SECTIONS
auG?r ? nt= ?
LEGEND
--------- EXISTING GROUND
?? PROPOSED GROUND
PRBLIYIldARY
NOT FOR CONSTRUCTION
r:
LONGSTREET DRAINAGEWAY
IMPROVEMENT PROJECT
'?? nv?so?s 1R ? r
LONGSTREET DRAINAGEWAY IMPROVEMENT PROJECT
PERMIT PLANS
CITY OF WILMINGTON, NORTH CAROLINA
CITY COUNCIL MEMBERS
FRANK S, CQNLON
SANDRA SPAULDING-HUGHES
JAMES L, QUINN, III
JASON THOMPSON
PREPARED FOR:
CITY OF WILMINGTQN
P.0. BOX 1810
305 CHESTNUT STREET
WILMINGTON, NC 28402
[phone]
ATTN. MR. DAVID B. MAYES, P.E.
r
? P
4
MAYOR -HARPER PETERSON
MAYOR PRO TEM -KATHERINE BELL MOORE
INTERIM CITY MANAGER - ED FARE
CITY ENGINEER -WILLIAM C. PENNY, P.E.
LAURA W. PADGETT
PRQJECT DIRECTOR -DAVID B. MAYES, P.E.
sun?'r arrevaREO er.
WK
DICKSON
?Rm?m•?en?.R,Y.p„
InMscape,WilMe
909 YARNEy SiRFEi
(%C) 767-17W
DA ND fDW1RD$F.LS DA lFD Cb-07-DI
y+casnuna xuA19FN t-asoy
AW,efIR ,aC Cdumbb, SC
Anenm, ca xYNay, RC
[MMM, NC RMph, NC
waM„ lo.. Yc
x: ?cN\m ? a nms?owc?i:-coveE.awy
Thb deom.t to7eNn WN N, conepM ad deiga peemlk Aerain, a m'nstramt al eerYn, b n4kk wy M IM epedfe p'rVOw and diem la Mkh N rat peak. Remo
al ek'mpra,a rYianee m Ihb eowmMt WNaI ailim auNaboUOn ad odopblbn by Ninky-Horn end Mwclalu. Nrc. 1M1W be WYwul Ibbiily U Nimby-Nom a4 AeucbW Mc.
Copylghl NYWey-Nom and lewdalp, krt.. 2181
PREPARED BY:
©?
Kimle ?Norn and Associates, Inc.
Y
Post Office Box 33068
Raleight, North Carolina 27636
Phone: [phone]
Fax: [phone]

LOCATION MAP
PRELIMINARY
NOT FOR CONSTRUCTION