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2
,.• 20111027
�
North Carolina Depa�ment of Environment and Natural Resources
Divis�on of Coastal Management
Beverly Eaves Perdue �� Dee Freeman
Governor � Secretary
N �0
November 23 2011 �� �
�,L �� V'
MEMORANDUM ��"`�s�t� �p O
TO Cyndi Karoly Supervisor ��� �J
401 Oversight & Express Permits Unit �p
Div�s�on of Water Quality Surface Water Protection �y
FROM Doug Huggett NC DENR DCM Ma�or Permits Coordinator
400 Commerce Ave Morehead City NC 28557 (Cour�er 11-12-09)
SUBJECT CAMA/Dredge & Fill MaJor Permit Application Review
Applicant City of Wilmington —Wisteria/Clearbrook Drainage Improvement
Pro�ect (Kimley Horn & Assoc Inc )
Project Location Easements and private properties between Oleander Dr and
Greenville Loop Rd ad�acent to Hewletts Creek in Wilmington
NC New Hanover Co
Proposed Pro�ect Applicant proposes to improve flooding issues experienced by local
property owners ad�acent to a northern un named tributary to
Hewletts Creek
�
Please indicate below your agency s position or viewpoint on the proposed pro�ect and
return this form by December 16, 2011 If you have any questions regarding the
proposed pro�ect contact Robb Mairs (910)796-7423 when appropriate in depth
comments with supporting data is requested �
REPLY This agency has no ob�ection to the proJect as proposed
This agency has no comment on the proposed pro�ect
This agency approves of the pro�ect only if the recommended
changes are incorporated See attached
This agency ob�ects to the pro�ect for reasons described in the
attached comments
SIGNED DATE
400 Commerce Ave Morehead City NC 28557 3421
Phone 252 808 2808\FAX 252 247 3330 Internet www nccoastalmanagement net Q��
An Equal Opporturnty\Affirmative Action Employer North�arollna
��turr�ll�
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I APPLICANT S NAME City of Wilmington Wistena Clearbrook Drainage Improvement Pro�ect
2 LOCATION OF PROJECT SITE Easements and pnvate properties between Oleander Drive and
Greenville Loop Road ad�acent to Hewletts Creek m Wdmington New Hanover County
Photo Index 2006 23 7389 17 18 D 2000 23 288 18 19 C D 1995 23 270 10 11 F
State Piane Coordinates X 2343960 Y 165911
LAT 34°12 01 56502 N LONG 77°5145 16715 W
3 INVESTIGATION TYPE CAMA/D&F ROVER FILE # O 111413A
4 INVESTIGATIVE PROCEDURE Dates of Site Visit—06/09/2010 and 11/14/2011
Was Applicant Present—Yes (agent) No
5 PROCESSING PROCEDURE Appl�cation Rece�ved— 11/08/2011 (completed)
Office—Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan—Wdmington/New Hanover County
Land Classification From LUP Resource Protection
(B) AEC(s) Involved ES
(C) Water Dependent No
(D) intended Use Public
(E) Wastewater Treatment Exist�ng —City Sewer System
Planned— N/A
(F) Type of Structures Existing—Stream culverts headwalls wingwalls within road crossings
Planned — New larger culverts heads walis and wingwalis withm stream
channel and marsh re creation
(G) Estimated Annual Rate of Erosion N/A
Source N/A
7 HABITAT DESCRIPTION [AREA]
DREDGED FILLED THER
(A) Vegetated Wetlands (Perennial stream 1 939 sq ft 233 sq ft
and §404 Wetlands)
(B) Non Vegetated Wetlands
Open water
(C) Other (Highground) 21 686 sq 1 820 sq ft
ft
(D) Total Area Disturbed 25 678 sq ft (0 589 acres)
(E) Primary Nursery Area Yes (ad�acent)
(F) Water Classification SA Open No
8 PROJECT SUMMARY The applicant proposes to improve flooding issues experienced by local
property owners ad�acent to a northern un named tnbutary to Hewletts Creek
�
`
C�ty of Wilmington Wisteria Clearbrook Drainage Improvement
Page 2
9 PROJECT DESCRIPTION
The pro�ect site is within an existing un named tnbutary to Hewletts Creek which is located between
the ma�or traffic thoroughfares of Oleander Drive and Greenvdle Loop Road m the City of Wilm+ngton
New Hanover County To locate the sites from Oleander Drive (NC H�ghway17) turn onto Greenville
Loop Road and travel west approximately 2 3 miles Turn nght onto Clearbrook Dnve �ust before the
bridge that crosses Hewletts Creek and travel approximately 0 1 mdes north until you reach Patncia
Dnve Turn left onto Patricia Dnve untd you reach a vacant lot currently owned by New Hanover
County that is located ad�acent an existing stream which flows under Patricia Dnve towards Hewletts
Creek to the south This location is within the lower portion of the pro�ect site The pro�ect site consists
of the existmg un named tnbutary to Hewletts Creek which currently consists of approximately 6 500
Imear feet of �unsdictional perenrnal stream This distance of stream also includes existmg culvert
lengths that are currently located under existing road crossings throughout the pro�ect area Each
stream reach was defined by boundmg downstream and upstream of existmg road culverts For the
purposes of site assessment and design ob�ective development the application has spiit the pro�ect
stream into eight (8) reaches which originate from Reach 1 Patncia Dnve to C�earbrook Drive in the
lower end of the pro�ect area to Reach 8 Gardenia Lane to Verbena Drive in the upper end of the
pro�ect area respectively The pro�ect occurs entirely within a residential area that mcludes recently
constructed homes mid century smgle family homes and mobde homes The pro�ect area is located in
a low energy sandy system confined by urban development which appears to encroach and constrict
the active floodplain
The lower pro�ect location below Patricia Drive withm Reach 1 includes the ma�onty of the tidally
influenced area of the pro�ect which is due to the channelized stream and its proximity to Hewletts
Creek and the ad�acent coastal wetlands During an on site meeting on June 9 2010 the NCDCM
flagged the upper limits of coastat wetlands and the normal high water (NHV1n boundanes It was
determmed that the NHW boundary is located below Patncia Drive within this stream and above the
upper limits of the coastal wetland boundary as indicated on Appendix 2B Due to the shading affect
from the tree canopy and brush a�ong the banks of the stream this area was void of the presence of
coastai wetlands Located on the banks of the channelized stream were existing spoil piles that
appeared to be within the §404 Wetiands and the fringe of the upper coastal wetlands boundary
Downstream where the stream opens into the creek the vegetation transitions into the upper limits of
coastai wetlands which consist primarily of Black Needle Rush (Juncus roemar�anus) Bulrush (Sc�rpus
spp ) Saw Grass (Clad�um spp) and Cat tail (Typha spp) The coastal wetlands transitions to an area
of low marsh towards Hewletts Creek to the south which consists pnmarily of Smooth Cordgrass
(Spartrna alterniflora) The ma�ority of open space withm the pro�ect area is forested
The USACE issued a Jurisdictional Determination (JD) on May 25 2010 on the entire stream channel
and ad�acent wetlands located within the pro�ect area (SAW 2009 00127) (See Sheets EX 1 through
EX 11 and Appendix 2A)
The Wilmington/New Hanover County 2006 Land Use Plan ciassifies ad�acent waters and marsh as
Conservation and the ad�acent high ground portion of the pro�ect area as Resource Protection The
waters of Hewletts Creek are classified SA by the Division of Water Quality They are designated as a
Primary Nursery Area (PNA) by the N C Division of Marine Fisheries and they are CLOSED to the
harvest of shellfish
PROPOSED PROJECT
The applicant proposes to improve flooding issues experienced by local property owners ad�acent to a
northern un named tributary to Hewletts Creek The City contracted the agent Kimley Horn and
Associates Inc to develop an extensive Feasibility Study m November 2009 to assess the floodmg
issues m this area and propose solutions
'
City of Wilmington W�steria Clearbrook Drainage Improvement
Page 3
The agent along with the City requested a scoping meeting which was held at the Wilmington Regional
Offrce (WiRO) on May 27 2010 to d�scuss the proposed pro�ect with mterested rev�ew agencies that
included NCDCM NCDWQ NCDLR NCWRC NCDMF and the USACE representatives The agent
and City also held two (2) public meetings for the ad�acent landowners withm the pro�ect area to attend
and provide comments and input for the pro�ect Based on the feasibility study and these meetings the
application states the selected alternative for the proJect consists of flood attenuation water quality
improvements and acquisition of maintenance access
The followmg is a further description of the pro�ect and the proposed development withm each reach
aforementioned
Reach 1 Piease see Sect�on 3 4 Sheets SP 2, SP 3 and C 2, C 3 C 4, PP 2, PP 3 and Figure 5A
• Convert the existing County parcel north of Patricia Drive and the residence south of Patricia
Drive into salt marsh m an area totaling approximately 0 39 acres The apptication states that
this would improve water quality provide habitat and attenuate flooding
• The proposed salt marsh system and existmg stream system wouid be connected by a
proposed dual precast RC8 w�th precast box floodplam culverts with precast wmgwalls The
application also states that the existing 36 CMP culverts under Patricia Dnve and Clearbrook
Drive would be replaced with proposed dual precast RCBC (2 @ 9 X 4 5 and 2@ 9 X 3 5)
with precast wingwalls
• Remove all existing spoil pdes located withm the §404 Wetlands along the banks of the stream
to grade (evel
• Provide stream enhancement from Patricia Drive upstream to the point where the stream enters
the forested area
Reach 2 Please see Section 3 4, Sheets SP 3, SP-4, C 5, PP 3, PP 4 and Figures 5A, 5B
• Fdl a section of exisfing stream and relocate mto a created oxbaw wetland
� Preserve the stream section in the back of undeveloped lots at 524 and 528 Shuney Street
Based on the assessment the application states the wetland system is relatively un impacted
and should provide habitat and protect water quality
• The application also proposes to purchase or acquire the entire lot downstream of the culvert
system under Shuney Street which the ma�onty of the lot is a wetland accordmg to the JD
• The application also states that the existing dual 54 CMP culverts under Shuney Street would
be replaced with proposed dual precast RCBC (2 @ 7 X 5 ) with precast wingwalls
Reach 3 Please see Section 3 4, Sheets SP 4, C 5, PP-4, PP 5 and F�gure 5B
• Preserve the lot at the corner of Brittain Drive and Shuney Street which the application states
the City has secured According to the assessment the lot contains a section of stream which
is complexed with a wetland and should provide habitat and protect water quality
• The application also states that the existing dual 54 CMP culverts under Brittain Drive would be
replaced with proposed dual precast RCBC (2 @ 7 X 5)with precast wmgwalls
Reach 4 Please see Section 3 4, Sheets SP 5, SP 6, C9, PP 5, PP 6 and Figure 56
• The application proposes to preserve the stream and wetland complex immediately upstream of
Brittan Dnve within the easement boundary
• The application proposes to preserve the section of stream from the driveway at 620 Dogwood
Lane upstream to the bend at 520 Dogwood Lane The application also states that there is a
considerable amount of pnvet which could be removed near the culvert under pogwood Lane
• The application also states that the existmg 30 CMP culvert under existing dnveways at four(4)
residences along Dogwood Lane would be replaced with proposed dual precast RCBC(1 @ 7
X 4 each)with precast wingwalls
/�
`
C�ty of Wilmington Wisteria Clearbrook Drainage Improvement
Page 4
Reach 5 Please see Section 3 4 Sheets SP 7, C 10 C 11 PP 7 and Figure 5B
• The application proposes to conduct stream rehabilitation of the stream channel between
Dogwood Lane and Weepmg Willow Road which has been determmed to be historically
impacted and has unstable sections according to the assessment According to the application
a Pnority II stream rehabditation would be proposed to restore the natural functions to the
stream and increase fiood conveyance and storage capacity
• The existing culvert under Plover Court is currently not adequately sized to carry even small
storm events and filled with sediment and debris The application proposes to slightly relocate
Plover Court and that a shorter culvert would be provided to accommodate two (2) dnveways to
existmg residences
• The application also states that the existing 36 CMP culvert under ex�sting driveways at four (4)
residences along Dogwood Lane and Weepmg Wdlow Road would be replaced with proposed
dual precast RCBC (2 @ 5 X 6 and 2@ 7 X 4 5) with precast wingwalis
Reach 6 Please see Sect�on 3 4, Sheet SP 8, SP 9, C 12, PP 8, PP 9 and Figures 5B and 5C
• The application proposes to provide a flood storage/bypass flood plain at a lower efevation at
this reach The existing stream has been determined to be channelized and would be re
established using natural channel design techniques The application states that this should
provide better connection between the new flood plain and stream improving habitat protect
water quality and re establishing the impacted wetland
• The application also states that the existing 30 CMP culvert under Ruxton Way would be
replaced with proposed precast RCBC (2 @ 7 X 4 5) with precast wingwalls
Reach 7 Please see Section 3 4, Sheet SP 8, PP 10 and Figure 5C
• The appiication proposes to ad�ust stream bed elevations using natural channel design
techniques wh�ch the application states is needed to increase channel capacity and flood
storage and improving habitat
Reach 8 Please see Section 3 4, Sheet SP 9, SP 10, SP 11, SP 12, C 13, C 14, PP 11, PP 12 and
Figure 5C
• The appiicat�on proposes to ad�ust stream bed elevatrons usmg natural channel design
techniques which the application states is needed to increase channel capacity flood storage
and improve habitat
• The application states that the existing 54 RCP �unction box and 72 RCP would be replaced
with precast 72 RCP cuivert and precast headwall under Wistena Lane the existing 24 CMP
culvert 24 CMP stormwater pipe and drop �niet would be replaced with a 54 RCP culvert with
headwall and wingwalls under Camellia Lane
• The application also states that a new stormwater pipe would connect to an existmg �unction
box and an existmg 15 CMP and concrete headwall with an 18 RCP and precast headwall
within an existing easement south of Ruxton Way
The application states that approximately 1 153 cubic yards of highground material and approximately
75 cubic yards of wetland substrate within each of the reaches would be relocated to an appropriately
permitted upland disposal site (See Sheet GN 1)
.
C�ty of Wilmington Wisteria Clearbrook Drainage Improvement
t�age 5
10 ANTICIPATED IMPACTS
As proposed the pro�ect would permanently impact approximately 0 0016 acres of�urisdictional §404
Wetlands and 283 Imear feet of stream and temporarily impact approximatefy 0 70 acres of
�unsdictional §404 Wetlands and 4 107 linear feet of stream for culvert installation Approximately
2 567 sq ft of uplands within the 75 Estuarine Shoreline AEC would be disturbed for the proposed
proJect which rncludes upland excavation rncludmg the removal of an ex�stmg spal mound to the
existing grade and approximately 1 026 sq ft of §404 Wetlands excavation within the 75 Estuanne
Shoreline AEC for re creation the stream channel and the salt marsh within Reach 1 (See Tables III A
C and Sheets I 7 through I 13 for pro�ect impacts)
Submitted by Robb L Mairs Date 11/22/2011 Office Wilmington
��� Kimley-Hom
� and Associates,Inc.
■
October 28,2011 P.O.Box 33068
Raleigh,North Carolina
27636-3068
Mr. Robb Mairs
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington,NC 28405-3845
Re: CAMA Major Permit Application
Wisteria/Clearbrook Drainage Improvement Project
Wilmington,NC
Dear Mr. Mairs:
On behalf of the City of Wilmington,Kimley-Horn and Associates,Inc. (KHA)is
submitting the enclosed attached application for a CAMA Major Permit for the
referenced project. The following information is included as part of the application
submittal(27 copies):
• CAMA Major Application Forms
• Agent Authorization Form
• Application Narrative,Figures, and Tables
• Signed Delineation Map and Documentation
• Project Plan Sheets
• Appendices
• CAMA Major Application Fee of$475
Please note,for your convenience,that the Project Plan Sheets (CAMA Permit
Drawings)are provided in an 11"X17"format. However, should you or any of the
agencies reviewing the application prefer a"full-sized"set of plans (that are exactly
the same,only larger),we will be glad to overnight a set to those interested. We can
also provide all of the documents in a PDF format that we can place on an FTP server
for downloading as needed.
Also,note that the property owners listed in Table IV should be receiving a copy of
this application by certified mail concurrent with this submittal. As requested in the
application,we notified them that they ha�e 30 days to provide comments to the
Division of Coastal Management(DCM)and included your address and contact
information. Once the signatures ha�e been returned by the USPS,we will provide you
with the original receipts for your records.
■
TEL 919 677 2000
FAX 919 677 2050
��� Kimley-Hom
�_ and Associates,Inc.
If there is any additional information you need,or if you have any questions,please do
not hesitate to contact me at(919)653-2950 or by email at todd.stjohn@kimley-
horn.com.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
f�`—�
J��-
Todd St. John,P.E.
Enclosures: 27 copies of the CAMA Major Permit Application and$475 fee.
Cc: Mr. Da�id B. Mayes, City of Wihliington
DCM MP-1
APPLICATI�N for -� -
Ma�or Deuefopment Permit
(las4 revised 12l27I06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primar'y Applicanf/Land�wner Infor►nafian
Business�fame Project Name(if applicable)
The City Of Wflmington WisterialClearbroo�C Drainage Impravement Project
Applicant 1: First Name MI Last Name
Sterling Cheatham
Applicant 2: First Narne MI Last Name
nIa nIa nla
!f addifiona!applicants,please attach an addifional page(s)wrth names listed.
Mailing Address PO Box City 5tate
PO Box 1810 Wilmington NC
ZIP Country Phone No. FAX No.
284(}2 U5A 910-341-5880 ext. 910-341-7801
Street Address(if ditferent from aboveJ City State ZIP
209 Coleman Drive Wilmington NC 28412-
Email
d ave.rr�ayes @wi I m i ngto n n c.g ov
2. Agen�/Contractor lnformafion
Business�tame
Kimley-Horn And Associates, Inc.
Agentl Contractor 1: First Name Ml Last Name
Todd St.Jahn
Agentl Gontractor 2: First Name MI Last Name
nla nla nla
Mailing Address PO Box City State
3001 Weston Par4�way Cary NC
ZIP Phone No. 1 Phone No. 2
275�3 919-653-2950 ext. nla- - ext. nla
FAX No. Contractor#
919- 677 2050 nla
Street Address(if differenf from above) City State ZIP
nla NIA nla nla-
Email
Todd.Stjohn@Kimley-Horn.com
<Form continues on back�
Form DCM MP-1 (Page 2 of 5} APPLICATION for
Major Development Permit
3, Project LocatFan
County(can be multiple} Street Address 5tate Rd.#
New Hanover Between Oleander and Greenville Loop Roads n!a
Subdivision Name C'iky State Zip
nla Wilmington NC 28409-
Phone No. Lat No.(s) (if many, atfech additional page with fisf)
NIA- - ext, n/a NIA, , , ,
a. In which NC river basin ls the project located? b. Name of body of water nearest to proposed project
Cape Fear Hewletts Creek
c. Is the water body identified in (b)above, natural or manmade? d. Name the dosest ma�or water body to the proposed project si#e.
�Natural ❑Manmade ❑Unknown NC lntracoastal Waterway
e. Is propased work within city iim'�ks or planning jurisdiction? f. lf applicable,list the planning jurisdiction or city limit the proposed
�Yes ❑�fo work falls within.
Wilmington
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire iract{sq.ft.)
Approximately fi525 linear feet Approximately 473,a0D square feet
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(norma!high wafer}or
NIA, NWL(normal waferlevelJ
{1f many lof sizes,please affach additiona!page wifh a list) Varies, 5ee attached mapping and other doCUmentation.
�NHW or❑NWL
e. Vegetation on tract
There is a mix of vegeation on the tract. See the at�ached Natural Resources Report and Report Adendum for complete
details.
f. Man-made features and uses now on tract
The site is located in an urban watershed that is rnostly developed. Most of the man-made features include residences and
roads.
g. Identify and describe the existEng land uses adiacent to fhe proposed project site.
Deve{oped residential. Please refer to the attached documentatian for more information and specifics.
h. How does local governmenf zone the tract? i. Is khe proposed project consistent with the applicable zoning?
R-15 Residential Qistr'tct, with a Smal4 tr�Ct of (Attach zoning compliance certiflcate, if appllcable}
MHP - Manufactured Housing Park ❑Yes ❑�io �NA
j. Is the proposecf activity part of an urban waterfront redevelopment proposal? ❑Yes �No
k. Has a professlona!archaeological assessment been done for the tract? If yes,attach a copy. ❑Yes �No ❑NA
If yes, by whom? nla
I. Is khe proposed project located in a National Registered Historic Dlstrict or does it involve a ❑Yes �No ❑NA
National Register listed or eligible properfy?
�F'orm continues on next page�
, _ ,- ,,, ,, E.�. <. � _
Form DCM MP-1 (Page 3 af 5) APPLICATION for
Major Development Permit
m. {i) Are there wetlands on the site? �Yes ❑No
(ii}Are there coastal wetfands on the s'ite? �Yes ❑No
(iii)If yes to eifher(i)or(ii}above,has a delineation been conducted? �Yes ❑No
(Rtfach documenfation, if availa6le}
n. aescribe�xisting wasfewater treatment facilities.
The existing residences adjacent to the site are served by the Cape Fear Public Utility Authorities (CFPUA)existing POTW.
o. Describe existing drinking wafer s�ppEy source.
The water supply is from CFPUA's existing system.
p. Describe existing skorm wafer management or treatment systems.
Most of the the stormwater that enters the system is untrea#ed. However, development that occurred subsequent ta th�
Establishme�t of the variaus stormwater requirements is treated by at least three stormwafer ponds at various locations.
5. Acfivifies and Impacts
a. Wikl the praject b�#or commercial, public,or private use? ❑Commercial �PubliclGovernment
❑Private/Community
b. Give a brie6 description oF purpose, use,and daily operations of the project when complete.
The purpose af the project is to improve drainage, improve water quality, and to obtain maintence access to the drainage
way by easement and property aquisition. The impravments including the stream and wetland rehabilitation are intended to
functian passively with routine maintenance. Please see the attached Permit Application Narrative for more details.
c. Describe the Proposed construction methadology,types of consfruction equipment to be used during construcfion,the number of each type
of equipment and where it is to be stored.
Tf�e construction methodology wil� be typical of that used for culvert replacementlinstallation and stream and wetland
restoration.There will also be demolition of existing structures. Anticipated equipmen#includes track hoes, possibly cranes
(to set the culverts), dump trucks, grading equipment, etc.The equipment will be stored in upland staging areas to be
established as tY�e design progresses.
d. L{st all develapment acti�ities you propose.
Natural channel rehabilita#ion and floodplain improvements,wetland and coastal wetland restoration and enhancement,
cul�ert replacementlupsizing, revegetafion, snag remo�al, relocation of a cul de sac, and demolition of residences.
e. Are khe proposed activities maintenance of an existing�roject,new work,ar both? This proposal covers all new work.
There has been historic develapment
in this area,with modifications to the
stream and ditch channels in fhe past.
This proposal will carrect problems
from the original historic changes.
f. What is the approximats total disturbed land area rasulting from the proposed project? �,8 ❑Sq.Ft or�Acres
g. Will the proposed project encroach on any pubiic easement, public accessway or other area �Yes ❑No ❑NA
that the public has established use of?
h. �escribe locatian and type of existing and propased discharges to waters of the state.
No new discharges to waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ❑No �NA
If y�s,will t�ls discharg�d water be of the same salinity as the receiving water? ❑Yes ❑No �NA
Form DCM MP-1 (Page 4 of 5} APPLICATION for
Major De�elopment Permit
j. Is fhere any mitigation proposed? �Yes ❑No ❑NA
If yes,attach a m�tigatian proposa{.
¢Form continues an back>
6, Additionallnformafion
!n addition to this completed application form, (MP-1)the folfowing ifems below, rf applrcable, musf be su6mifted in orderfor the application
package to be complete. Ifems(a)--(�are always applica6le to any major development application. Please consult fhe applicafion
insfrucfion boaklet on how to properly prepare the required Nems 6�low.
a. A project narrative.
b. An accurafe,dated work plat(including plan view and cross-sectional drawings)drawn fo scale. P{ease gi�e 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 prpposed.
c. A site ar focation map that is sufficiently detaifed to guide agency personnel unfam�liar with the area ta the site.
d. A copy of fhe deed (with state application onfy)or other instrument under which the applicant claims title to the afFected properties.
e. The appropriate application fee. Check or money order made payable ta DENR.
f. A list of the names and complete addresses of khe adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats 6y cer�ified mail. Such landowners must be advised fhat they have 30 days in
which to su6mit comments on the proposed project to fhe Division of Coastal Management.
Name See attached list{Table IV) Phone No. n!a
Address nla
Name See attached list(Table IV) Phone No. n/a
Address nla
Name See attached list(Table IV) Phone No. nla
Address nla
g. A list of previous state or federal permits issued for work on fhe project tracf. Include permit n�mbers,permittae,and issuing datas.
Unknown nla
nla nla
h. Signed cansultant or agent authorization form, if applicable.
i. U1letland delineakion,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property ownerJ
k. A statement of compliance with the N.C.Environmer�tal Policy Act(N.C.G.S. 113A 1-14},if necessary. If the project involves e�enditure
of public funds or use of public lands,attach a statement documenting compllance with the North Carolina Enviranmental Policy Act.
7. Certificafion and Permission to Ent�r on Land
I undersfand that any permit issued in response to this a�plicatian will allow only the development described in the application.
The project wili 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 ko this permit application and fallow-up
monitoring of the project.
1 further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name 5terling Cheatham, City Manager
Signature ���_~_~ �
Please indicate application a�tachments pertaining to your proposed project.
�DCM MP-2 Exca�ation and Fill Information �DCM MP-5 Bridges and Culverts
. ..
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Form DCM MP-1 (Page 5 of 5} APPL[GATION for
Majar De��lopment Permit
�DCM MP-3 Uplanci Development
❑DGM MP-4 Structures Information
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Form DCM MP-2
EXCAVAT 1 O N a n d F 1 L L
(Except for bridges and cul�erts)
Attach this form to Joint Application for CAMA Major Permit, Form �CM MP-1. Be sure to complete all other sections of the Joint
Application that relate to th�ts proposed project. Please include all supplemental information.
Describe�elow fhe purpose of proposed excavation andlor fill activities. All values should be given in fe�t.
Access Other
Channel Canal 8oat Basin Boat Ramp Rock Groin Rock (excluding
���,W pr Breakwater shareline
�W�� stabilization)
See Tabie lil
Length NIA NIA NIA NIA NIA NIA C - CAMA
Wetland
Impacfs
See Table II[
Width NIA NIA NIA NIA NIA N/A C-CAMA
Wetlanc�
Impacts
See Ta�{e Ijl
Avg. Existing ��A NIA NIA N/A NA NA C - CAMA
Depti� Wetland
I mpacts
See�able II1
Final Project NIA NIA NIA N/A NA �q G- CAMA
Depth W etland
I mpacts
9. EXCAVATION ❑This section nof applicable
a. Amount of material to be excavated from below�fHW or NWL in b. Type of material to be excavated.
cubic yards. Mosfly historical fill material that was placed to create
Approximately 75 cubic yards(but not within the NHW and also building pads and the yards for two residentaii lots.
does not include excavtion for the culve�fs).
c. (i)Does the area to be excavated '�nclude coastal wetlandslmarsh d. Higf�-ground exca�ation in cubic yards.
(CW),submerged aq�a#ic vegetation (SAV),shell botkom(SB), Approximatey 1,153 cubic yards (Does not include
or other wetlands(WL)? If any boxes are checked, pro�ide the culverts).
number of square feet affected.
❑CW ❑5AV ❑SB
�WL ❑None
(1i)Describe#he purpose of the excavation in these areas:
To create and restore tidal wetland areas and stream banks (but
not withi�the N�IW)as we{I as the replacement and installation
of culverts.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This sectron natapplrcable
a. Location of disposal area. b. Dim�nslons of disposal area.
To be determined by contrac#or- See Narrative and Plan To be determined by contractar-5ee Narrative
Sheet Gf�f1
c. (i)Da you cfaim title ta disposal area? d. (i) Will a disposal area be available for future mamtenance?
❑Yes ❑No �NA ❑Yes ❑No �NA
('fi)If no,attach a letter granting permission from the ownar. (ii)If yes,where?
NIA
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e. (i)Does the disposal area include any coastaf wetlands/marsh f. (�)does the disposal include any ar�a in the wafer?
(CW},submerged aquatic vegetakion {SAV},shell bottom (5B), ❑Yes ❑No �NA
ar other wetlands(WL)? If any boxes are checked, provide the
number of square feet affected. (ii)If y�s, how m�ch water area is affected?
❑CW ❑SAV ❑SB NIA
❑WL �None
(ii)E7escribe the purpose of disposal in these areas:
NIA
3. SHORELINE STABlLIZATION �This section not applrcable
(If development rs a wood grorn, use MP-4—Structures)
e. Type of shoreline stabilization: b. Length: NIA
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:___. .. Width: NIA
c. Average distance wakernrard of NHW or NWL: NIA d. Maximum distance waterward of NHW or NWL: NIA
e. Type of stabilizafion material: f. (i} Has there b�en shoreline erosion during preceding 12
NIA months?
❑Yes ❑No �NA
(ii)If yes,state amour�t of erosion and source of erosion amount
information.
NIA
g. Number of square feet of filf ta be placed below water fevel. h. Type oF fll material.
Sulkhead 6ackfill NIA Riprap NIA NIA
BreakwakeNSill NIA Other NIA
i. Source of fill materiai.
NIA
4. OTHER FILL ACTIV171ES �This sectron nof applicable
(Excluding Shoreline Stabrlizafion)
a. (�) Will fll material be brought to the site? ❑Yes ❑No �NA b. (i)Wiil fill material be pEaced ln coastal wetlandslmarsh(CW),
If yes, submerged aquafic v�egetation(SAV},shell bottom (SB),or
other w�tlands (WL). If any boxes are checked,pro�ide the
(ii}Amount of rr�akerial to be placed in the wafer N/A number of square feet affected.
(iii)Dimens[ons offikl area NIA ❑CW ❑SAV ❑SB
(iv)Purpose of fill ❑WL �None
N!A (li)Describe the purpose of the FlII in these areas:
NIA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g., dragline,
controlled? backhoe,or hydraulic dredge}?
Silt fences,tree protection fences,silt curtain,check dams, Likely equipment used will be backhoes,tracSchoes,cranes,
impervious dikes,diversion ditches,logging mats,rubber mud grading equiprnent,and dump trucks.
mats on existing driveways,and using specific construction
entrances.
c. (i) Wil!navigational aids be required as a result af the project? d. (i} Will wetlands be crossed in transporting equipment to project
❑Yes ❑No �NA site? ❑Yes �No ❑NA
(ii)If yes,explain what type and how they will be implemented. (ii)If yes, explain steps that will be taken to avoid or minimize
NIA environmental impacts.
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NIA
Date
WisterialClearbrook Drainage Impro�ement Project
Project Name
Sterling Cheatham
Applicant Name
r
Applicant Signature
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Fo�m DCM MP-3
UPLAND DEVEL�PMENT
(Construction andlor land disturbing activities]
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to camplete all other sections of the Joint
Ap}�lication that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structurss b. Number of lots or parcels.
proposed. N/A
NIA
c. Density(give the numi�er af residenfial units and fhe units per d. Size of area to be graded,filled,ar disturbed including roads,
acre). ditches,etc.
NIA Approximately 2.75 acres of upland will f�e graded,filled, or
disturbed
e. If the proposed project wlll disturb more than one acre of land,the f. List the materials(such as marl,�aver stone,asphalt,or concrete)
Division of Land Resources musY recei�e an erasion and to be used for impervious surFaces.
sedimentation contro!plan at least 30 days Eaefore land-disturbing NIA
activity beglns.
(i) If applicable,�as a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes �Na ❑NA
(ii}If yes, I�st fhe date submitted: Final sediment control plans
will be subm�tted before development begins
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Develapment Permit may afso
be co�ered by lmpervious andlor built-upon surfaces,suc�as require a Stormwater Certification.
pavemenf, building, rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Dlvision of
or parking. Wafer Quality for review?
Q.0% ❑Yes ❑Na �NA
i. Give the percentage o#fhe entire tracf to be co�ered by impervious {ii)If yes,list the date submitted: 5ee narrative. BasEd on
andlor builf-upon surfaces,such as pavement, building, roofkops, Correspond2nce with NC DWQ April, 29,2010 a
or to be used for vehicular dri�eways or parking. stormwater permit is not needed for this project because if
�% is not going to be redeveloped and thus falls under existing
stormwater permit for site.
j. �escribe proposed mefhod of sewage disposal. k. Ha�e the facilities described 9n ltem(i}received state or local
NIA approval?
❑Yes ❑No �NA
If yes,attach appropriate documentatlan.
I. �escribe location and type af proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runo�f,sanitary wastewater, induskriall design?
commercial effluenf,"wash down"and residential discharges). ❑Yes ❑No �NA
NIA If yes,affach appropriate riocumentatian.
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m. flescribe proposed drinking water supply saurce(e.g.,well, n. {i) Will water be impounded? ❑Yes �No ❑NA
comm�nity,public system,etc.) (ii}If yes, how many acres? NIA
NIA
o. When was the lot(s)platted and recorded? p. If proposed development ls a subdivision,wi11 addifional utilities be
NIA �nstallecS for this upland development?
❑Yes ❑No �NA
f]ate
WisterialClearbrook Drainage Impra�ement Project
Project Name
5terling Cheatham
Appl€cant N e
r
Applicant Signature
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Farm pCM MP-5
BRfDGES and CULVERTS
Attach this form ta Joint Application for CAMA Major�ermit, Form DCM MI'-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES �7hrs secfion not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercia! ❑PubliclGovemment OPrivatelCommunity NIA
c. 7ype of bridge(constructfon material): d. Water depth at the proposed crossing at NL.W or NWL:
NIA NIA
e. (i)Will proposed bridge replace an existing bridge? ❑Yes ❑No f. (i)Will proposed bridge replace an existing cul�ert? ❑Yes ❑No
If yes, If yes,
('�i)�ength of exisfing bridge: NIA (ii)Length of exisfing culvert: NIA
(iii)Width of existing bridge: NIA (iii)Width of existing cul�ert: NIA
{iv)Navigatlon clearance underneath existing bridge: N/A {iv}Height of the top of the existing cul�ert above the NHW or
(v)Will a11,or a part of,the existing bridge be removed? NWL: NIA
(Explain} NIA (v)Will akl,or a part af,the existing culvert be remo�ed?
(Explain) NIA
9- Length of pro�osed bridge: NIA h. Width of proposed bridge: NIA
i. Wiil fhe proposed bridge affect existing wafer flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes,explain: NIA increasing khe existing navigabfe opening? ❑Yes ❑No
If yes,explaln: NIA
k. Na�igation dearance underneath proposed bridge: NIA I. Have you contacted the U.S. Goast Guard concerning the�r
approval? ❑Yes �No
If yes,expla'�n: NIA
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: NIA
watars? ❑Yes �No
If yes,explain: NIA
2. CULVERTS ❑This sectian not applrcable
a. Num�er of culverts proposed: 14 4. Water body in which the culvert is to be placed:
Unamed Trib�stary to Hewletts Creek
� Form continues on hacic�
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c. Type of culverf(construction material):
Concrete, Reinforced Concrete. Both box and pipe cuiverts, location appropriafe.
d. {i)Wifl�roposed culvert replace an existing 6rldge? e. (i}Will proposed culvert replace an ex9sYing culvert?
❑Yes �No �Yes ❑No
If yes, If yes,
(ii)Length of existing bridge: NIA (ii)Length af existing cu��ert(s): See plan Sheets
(iil)Width of existing bridge: NIA (iii)Widfh of existing culvert(s}: See PIBn Sheets
(iv)Navigation clearance underneath existing bridge: NIA {iv)Height of the top of the exisfing culvert above the NNW or
(v)Wifl all,or a part of,fhe existing bridge 6e removed? NWL: See Plan Sheefs
{Explain) NIA (v}Will all,or a part of,the existing culvert be removed?
(Explain) All. See narrative and plan sheets for culvert
replacernants. All culverts w+ll be replaced with larger
cuiverts.
f� Length of proposed cul�ert: See P{an Sheets 9� Width of proposed culvert: See Plan Sheets
h. Height of the top af the proposed cuV�ert above the NHW or NWL. i. Depth of culverf fa be buried below exisfing boftom contour.
See Plan 5heets' 1-foot
j. Will fhe proposed cuEvert affect na�igation by reducing or � k. Will the proposed culvert a#fect exlsting water flow?
increasing the existing navigablE opening? ❑Yes �No �Yes ❑No
�f yes,explain: IV/A If yes,explain: Proposed cul�erts will impact water flow
in a posifive manner by significan#!y improving recurring
flooding and drainage problems through the project
area. See Narrative.
3. EXCAVATIDN at7d FILL ❑Thrs section not appJicable
a. (i)Will the placement of the proposed bridge or culvert require any b. (i)Will the placement of the propased 6ridge or culvert require any
excavation belowthe NHW or NWL? ❑Y�s �No axcavation within caastal wetlandslmarsh(CW),submerged
If yes, aquafic vagetation (SAV),shell bottom (SB),or other wetkands
(WL)? If any boxes are checked, provide the number of square
(li)Avg.length of area to be excavated: NIA feet affected.
{iil)Avg,width of area ta be excavated: NIA ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated: NIA �WL See Ta3�he fll-C ❑None
(v)Amount of material to be excavated in cubic yards: NIA
(Ei)Describe the purpose of the exca�ation in these areas:
To allow for installation of larger culverts
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c. (i)WiII the placement of the proposed bric4ge or culvert require any
high-g�ound excavation? �Yes ❑No
lf yes,
(ii)Avg.length of area to be exca�ated: See Table in each
Plan 5heet C-2 to C-15
(ili)Avg.width of area to be exca�ated: See Table in eaCh
Plan Sheet G2 to G15
(iv)Avg.depth of area to be excavated: SeE Table in each
Plan Sheet C-2 to C-15
(v)Amount af materiak to be excavated in cubic yards: See
Table in each Qlan Sheet C-2 to C-15 �
d. If the placement of the bridge or culvert involves any excavation, pl�ase complete the following:
(i} Location of the spoil disposal area: See Narrative and Plan Sheet GN1
(ii)DEmensions of the spoil disposal area: NIA
(iii)[Jo you claim title to the disposal area? ❑Yes ❑Na (lfno, atfach a Iettergranfing permission from the owner.}
(iv}Wiq the disposal area be available for future maintenance? ❑Yes ❑No
(v}boes the dlsposal area incfude any coasfal wetlandslmarsh(CW),submerged aquatic vegetation (SAVs), other wetlands(WL),or shell
boktom(S8)?
❑CW ❑SAV ❑WL ❑S8 �None
If any boxes are checked,give d;mensions if different from(ii)abo�e. No spoil wsll be placed in jurisdict€anal areas.
(vi)Qoes the dlsposal area include any area below the NHW or�iWL? ? ❑Yes �No
If yes,give dimensions if different from{ii}above. NIA
e. (i)Wlll the placement of the proposed bridge or culvert result in any f. (i)Will the placement of the proposed bridge or culvert resuft in any
fill(other than excavated material described in Item d abo�e)to fill(other than excavated material described in Item d above)to
ba placed below NHW or NWL? ❑Yes �No be placed within coastal wetlandslmarsE�(CW),submerged
If yes, aquatic vegetation (SAV},shell boffom{SB),or other wetlands
(WL)? If any boxes ar�checked, pro�ide the number of square
(ii)Avg.length af area to be filled: N/A feet affected.
(iii)Avg.width of area to be filled: NIA ❑CW ❑SAV ❑SB
{i�)Purpose of fill: There will be no fill within the NHW �WL 5ee Table III-G ❑None
bound�ry. {ii}�escribe the purpose of the excavation in these areas:
See �4arrative and Plan Sheeks
g. (i}Will the placement of the proposed bridge or culvert result in any
filf (other than excavated material described in Item ci above)to
be placed on high-graund? ❑Yes �No
If yes,
(ii)Avg.length of area to be filled: NIA
{iii)Avg.width of area to be filled: NIA
{iv)Purpose of fill: N/A
4. GENERAL
a. Will the propased projeck require the relacation of any existing b. Will fhe proposed project require the construction of any temporary
utility lines? �Yes ❑No detour structures? ❑Yes �No
If yes,expEain: See {�lan sheets. All ufility relocations will If yes,explain: Traffic will be routed away froen
� e., .
,. _�..
;; _ , ,
be within proposed impact footprints and impacts will be constructian.
temporary.
!f this portion of the proposEd projecf has already received
appr�ova!from local authorifies,please aftach a copy of the
approva!or certifrcation.
a Forn� conti�ues on back>
c. Will the proposed project require any work channels? d. Haw will exca�ated ar fill material ba kepk on site and erosion
�Yes ❑No controlled?
lf yes, complete Form DCM-MP-2. Silt fences,free protection fences,silt curtain and check
dams.
e. What type of constructinn equipment will be used (for example, f. Will weflands be crossed in transporting equipment to project site?
dragline,backhoe,or hydraulic dredge)? ❑Yes �No
Backhoes, trackhoes, graders,dump trucks, and cranes wi[I If yes,explain steps that will be taken to avoid or min€mize
be used. environmental impacts.
NIA
g. Will the placement of the proposed bridge or culvert require any
shoreline stabiGzation? ❑Yes �No
ffyes, complete form MP-2, Section 3 far Sharelrne
5ta6ilization on1y.
Date
WisterialClearbrook Drainage Impro�ement Project
Project Name
Sterling Cheatham
Applicant Na /'
. ( ��'�'^.. —�—�
AppGcant Signature
Statement of Compliance with the State Environmental Policy Act
The Wisteria/Clearbrook Drainage Improvement Project proposes culvert replacements, and
drainage improvements that make use of natural channel design techniques (e.g. "stream
restoration" and "stream enhancement techniques"). Also, the project will include the re-
creation of salt marsh and re-establishment of wetlands. As such, the project should not be
considered to have exceeded any minimum criteria requiring an environmental document
under the State Environmental Policy Act.
PERMIT APPLICATION NARRATIVE
Wisteria-Clearbrook Drainage Improvements
Project
Wilmington, North Carolina
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City of Wilmington ,
Storm Water Services _ _ _. � �i � �� '�,
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P.O. Box 1810 . ..- �°
Wilmington, NC 28402 - �,a.z��� -
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Prepared by: � � t� -_ -
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��� �imley-Hom ' � ���_ .�b '
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and Assaciates, Inc. �. 6�����` �' ��
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Submitted October 2011
OKimley-Horn and Associates,Inc. 2011
Prepared by: Prepared for:
�.
, Kiml�y�H�r�
, �����it�, In�a
Kimley-Horn and Associates, Inc. City of Wilmington
P.O. Box 33068 Storm Water Services
Raleigh, NC 27636 P.O. Box 1810
Wilmington, NC 28402
Phone Number: (919) 677-2000 Phone Number: (919) 343-4777
Fax Number: (919) 677-2050 Fax Number: (919) 341-0099
Project Manager: Todd St.John, P.E. Project Manager: David Mayes, P.E.
Direct Phone (g19) 653-2950 Direct Phone Number: (919) 341-5880
Number:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the
specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written
authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
PERMIT APPLICATION NARRATIVE
Wisteria-Clearbrook Drainage Improvements
October 2011 Wilmington,North Carolina
EXECUTIVE SUMMARY
Introduction—
The Wisteria-Clearbrook Drainage Improvement Project area is located within a heavily urbanized
portion of the City of Wilmington. The project area is between the major traffic thoroughfares of
Oleander Drive and Greenville Loop Road (See Figure 1). The project stream is the northern tributary
to Hewlett's Creek. The City of Wilmington desires to improve drainage and water quality as well as
secure maintenance access along the project stream corridor. The predominant issue associated with
the project stream is flooding along the primary outfall to the stream and in the neighborhoods
surrounding the project area. Some roads within the neighborhoods become inundated during large
storm events, often several times per year. Additionally, the project area was identified in the City's
1998 Annexation Area Stormwater Master Plan as also having maintenance and water quality issues.
Hewlett's Creek is classified as SA; HQW by the North Carolina Division of Water Quality (NCDWQ)
which should support commercial shell fishing and other uses. However, Hewlett's Creek has
experienced algal blooms, low dissolved oxygen, and fecal coliform bacteria which have resulted in it
being listed as "impaired" according to DWQ's 303(d) list.
Flood Attenuation Approach -
Due to the complex nature of the drainage system, an extensive Feasibility Study (November 2009) was
developed by Kimley-Horn for the City in order to assess the flooding issues and propose solutions.
Two public meetings were held and all adjacent landowners were invited via mail. Input and comments
were solicited during the meetings - especially flooding information- that were used with other
information to calibrate the flood models. Also, as part of the development of the proposed solutions
(i.e. preliminary plans), the City met with the Division of Coastal Management (DCM), the US Army
Corps of Engineers (USACE), the Division of Water Quality (DWQ), the Division of Marine Fisheries
(DMF), Wildlife Resources Commission (WRC), and the Division of Land Resources (DRL) on May, 27tn,
2010 for a pre-application meeting to identify any issues and concerns of these agencies. There have
also been various onsite meetings with the USACE, DCM, DWQ, DMF, and WRC. These meetings with
the agencies were intended to discuss the proposed project solutions.
Design approaches analyzed culvert replacements options, flood attenuation options, floodplain re-
establishment, stream profile adjustments, off-line storage, and other options and gauged their affect
on flood water elevations for the 25-year, 100-year, 25-year future, 100-year future, and surge design
storm events. All references to storm return intervals refer to the discharge from a statistical 24-hour
rain event at the given return interval. The primary design objective - in addition to improving flood
attenuation - is to improve the water quality and habitat functions within the stream/wetland system.
The water quality approach is discussed below.
Water Quality Approach—
As part of the Feasibility Study, an extensive site evaluation was conducted to assess environmental
conditions and functions of the stream and wetland corridor and to identify opportunities for water
quality and habitat improvements. The site evaluation and analysis included: site survey, records
research, stream classification and reach analysis, wetland and stream delineation, biological
PERMIT APPLICATION NARRATIVE
Wisteria-Clearbrook Drainage Improvements
October 2011 Wilmington,North Carolina
evaluation, and watershed analysis. Also, there were several on site meetings with the agencies listed
above. As previously mentioned, Hewlett's Creek is currently listed as impaired. The site evaluation
also identified existing physical impairments to habitat and ecological function such as stream
relocation, channelization, and historical wetland and salt marsh fill. Based on the results of the flood
modeling and site evaluation, a total of twenty-eight (28) design approach alternatives were
considered. Items such as environmental impacts, avoidance and minimization, cost versus benefits,
constructability, and potential infrastructure conflicts and constraints were compared to identify the
preferred alternative. Alternatives that would have resulted in higher amounts of permanent
environmental impacts, such as significant culvert extensions and temporary impoundments, were
rejected. The majority of the proposed impacts are temporary in nature and are intended to improve
or restore the natural functions of the historically impacted areas. Additionally, the project includes
measures such as the re-creation of 3.9 acres of salt marsh wetlands by removing historic fill for
residential lots and the removal of historic spoil piles created by the channelization of the stream. Also,
all channel work will be done using natural channel design techniques to improve and re-establish
habitat. In addition to the above, impacts in certain areas along the stream corridor deemed to have
the highest water quality and habitat functions have been avoided and minimized. Additionally, some
of these areas are to be acquired or preserved as part of this project in order to protect water quality
functions.
Easement and Land Acquisition Approach—
One of the project goals is to establish access along the entire project corridor for maintenance
purposes. However, this object was expanded to include obtaining easements or properties to restore
or preserve ecological functions. Such opportunities include purchasing a lot at the corner of Shuney
and Brittain and using land purchased by the County as part of FEMA buyouts to re-create salt marsh.
Selected Alternative—
Two very similar alternatives were identified as part of the Feasibility Study. Both resulted in roughly
the same impacts. The proposed plan is similar to both these alternatives, but includes some variations
due to constraints identified as the design progressed. Alternatives that included impoundments or
significant culvert extensions were eliminated because of the environmental impacts associated with
them. The plan selected was chosen because it meets all three of the City's desired criteria - flood
attenuation, water quality improvements, and acquisition of maintenance access. The project also
includes the acquisitions that will preserve higher functioning stream and wetland reaches along the
project corridor. The City's goal is that the project will improve water quality as well as flooding. The
City has taken and is proposing significant measures to meet the goal of improving water quality.
Proposed Impacts—
As stated above, the majority of the proposed impacts are temporary and have a goal of improving
water quality and ecological function as well as flooding. There are no proposed impacts to coastal
wetlands or impacts within the NHW boundary. Most permanent channel impacts are to roadside
drainage channels and not streams. Permanent wetland and stream impacts are 0.0016 acres and 283
feet respectively. Temporary wetland and stream impacts are 0.7 acres and 4107 feet, respectively.
PERMIT APPLICATION NARRATIVE
Wisteria-Clearbrook Drainage Improvements
October 2011 Wilmington,North Carolina
TABLE OF CONTENTS
1.0 PROJECT BACKGROUND AND SETTING............................................................................................5
2.0 SITE ASSESSMENT............................................................................................................................6
2.1 RECORDS RESEARCH........................................................................................................................................................6
2.2$URVEY........................................................................................................................................................................6
2.3 WETLAND DELINEATION AND NATURAL RESOURCES ASSESSMENT...............................................................................................�
2.4 STREAM GEOMORPHIC ASSESSMENT....................................................................................................................................H
Z.S EXISTING CULVERT CONDITIONS .......................................................................................................................................12
3.0 PROJECT DESCRIPTION .................................................................................................................. 14
3.1 PURPOSE AND NEED�PROJECTAPPROACH...........................................................................................................................14
3.2 FLOODING AND ANALYSIS................................................................................................................................................ZS
3.3 ALTERNATIVES ANALYSIS.................................................................................................................................................16
3.4 PROPOSED IMPACTS......................................................................................................................................................23
3.S PROPOSED NATURAL RESOURCE IMPROVEMENTS AND PROTECTION..........................................................................................24
4.0 CONCLUSION AND PROPOSED ALTERNATIVE SELECTION..............................................................26
5.0 FIGURES
FIGURE 1 PROJECT VICINITY MAP
FIGURE 2 PROJECT OVERALL AERIAL MAP WITH DRAINAGE BASINS
FIGURE 3 USGS TOPOGRAPHIC QUAD MAP
FIGURE 4A NRCS SOIL SURVEY OUTLINE MAP
FIGURE 4B USDA/NRCS SOILS SURVEY MAP
FIGURE 5A STREAM REACH MAP— PATRICIA DR TO SHUNEY ST
FIGURE 5B STREAM REACH MAP—SHUNEY ST TO WEEPING WILLOW DR
FIGURE 5C STREAM REACH MAP —WEEPING WILLOW DR TO CAMELIA DR
FIGURE 6A PROJECT IMPROVEMENTS— PATRICIA DR TO SHUNEY ST
FIGURE6B PROJECTIMPROVEMENTS—SHUNEYSTTO WEEPING WILLOW DR
FIGURE 6C PROJECT IMPROVEMENTS—WEEPING WILLOW DR TO CAMELIA DR
FIGURE 7 FEMA FLOODZONE MAP
FIGURE 8 CAMA ADJACENT PROPERTY OWNERS MAP
FIGURE 9 AFFECTED PROPERTY OWNERS MAP
6.0 TABLES
PERMIT APPLICATION NARRATIVE
Wisteria-Clearbrook Drainage Improvements
October 2011 Wilmington,North Carolina
TABLE I 100-YR HEC-RAS MODELING SUMMARY
TABLE II PUBLIC INPUT DATA
TABLE III-A 404/401 STREAM IMPACTS
TABLE III-B 404/401 WETLAND IMPACTS
TABLE III-C CAMA IMPACTS
TABLE IV CAMA ADJACENT PROPERTY OWNERS
TABLE V ALL AFFECTED PROPERTY OWNERS
7.0 APPENDICES
APPENDIX 1 PERMIT DRAWINGS
APPENDIX 2A SIGNED JURISDICTIONAL DETERMINATION
APPENDIX 2B CAMA DELINEATION MAP
APPENDIX 3 SITE PHOTOGRAPHS
APPENDIX 4 MORPHOLOGICAL CROSS-SECTION AND PROFILE DATA
APPENDIX 5 PUBLIC INPUT MEETING NOTES, DATA FORMS, AND CITIZEN PHOTOGRAPHS
APPENDIX 6 NATURAL RESOURCES REPORT AND ADDENDUM
APPENDIX 7 STATE STORMWATER PLAN CORRESPONDENCE
APPENDIX 8 LETTER OF AGENT AUTHORIZATION
1.0 PROJECT BACKGROUND AND SETTING
The City of Wilmington (City) initiated the Wisteria-Clearbrook Drainage Improvements Project
(Project) with goals of improving drainage, minimizing flooding issues, improving water quality,
and obtaining maintenance access within the Hewlett's Creek watershed. It is proposed that
these goals will be achieved through a combination of efforts, which include culvert
replacements, easement and land acquisition, the use of natural channel design techniques,
wetland creation, offline stormwater BMPs, and stormwater detention practices.
The Project is located within the City limits of Wilmington, North Carolina, south of Oleander
Drive (U.S. Highway 76) and west of Greenville Loop Road, as shown in Section 5.0, Figure 1
Project Vicinity Map. The Project occurs entirely within a residential area that includes recently
constructed homes, mid-century single family homes, and mobile homes. The majority of open
space within the Project area is forested.
The Project occurs along an unnamed tributary of Hewletts Creek identified by the North
Carolina Division of Water Quality (NCDWQ) as Stream Index #18-87-26. Hewletts Creek is
located in the Cape Fear River Basin, Hydrologic Unit Code 03030001. The Project tributary is
located within a topographic depression that appears on the USGS 1:24,000 scale Wrightsville
Beach, North Carolina Quadrangle Map (USGS, 1970), refer to Section 6.0, Figure 2 USGS Quad
Map of this report. Downstream of the Project area, Hewletts Creek is classified as SA (Market
Shellfishing, Salt Water), HQW (High Quality Waters). Hewletts Creek is included on the 2008
Draft 303(d) list as impaired due to excessive levels of Fecal Coliform. The watershed that
drains to the Project area is approximately 1000 acres in size, with land uses including
commercial/industrial (±10%), open space/forested (±10%), and medium density residential
(±80%). Refer to Section 5.0, Figure 2 Project Overall Aerial Map with Drainage Basins. The
watershed includes commercial areas along Oleander Drive, residential neighborhoods of
varying density, and an electrical substation surrounded by residential areas.
Approximately the lower third of the Project area is located within the 100-year floodplain, as
shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map
(FIRM), as outlined in Section 5.0, Figure 7 FEMA Floodzone Map. Additional flood modeling
was conducted by the City, which mapped additional limits of potential 100-year flooding
(above FEMA mapping) to include most of the Project area. As part of the Feasibility Study, this
information was updated as shown in Section 6.0, Table I. Section 5.0, Figures 4a-b
USDA/NRCS Soil Survey Map displays the soil units as mapped in the New Hanover County Soil
Survey (USDA, 1977).
Based on mapping and field review, large sections of the Project tributary appears to have been
substantially modified in the past, either through dredging or relocation. Additionally, the in-
flowing drainage network of pipes and ditches appear to lack consistent size and inter-
connectivity. It is likely that this historic manipulation has also affected the extent and function
of wetlands and other natural systems along the stream corridor. Also, based on the NRCS Soil
Survey map areas along the lower portion of the project appear to have been filled for house
construction.
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2.0 SITE ASSESSMENT
The Project stream is approximately 6,500 linear feet (LF) in length (including culvert lengths).
For the purposes of site assessment and design objective development, the Project stream has
been split into eight (8) reaches. Each stream reach is defined by a bounding downstream and
upstream road culvert, which in most cases define a significant geomorphic or hydraulic change
in the characteristic of the stream channel. The eight reaches are defined by the respective
downstream and upstream road crossings as described below:
Reach 1— Patricia Drive (a nd below) to Clearbrook Drive (Approximate Length—880 LF)
Reach 2—Clearbrook Drive to Shuney Street (Approximate Length—730 LF)
Reach 3—Shuney Street to Brittain Drive (Approximate Length—300 LF)
Reach 4— Brittain Drive to Dogwood Lane (Approximate Length— 1150 LF)
Reach 5— Dogwood Lane to Weeping Willow Road (Approximate Length—470 LF)
Reach 6—Weeping Willow Road to Ruxton Way (Approximate Length— 1080 LF)
Reach 7— Ruxton Way to Gardenia Lane (Approximate Length—630 LF)
Reach 8—Gardenia Lane to Verbenia Drive (Approximate Length—700 LF)
2.1 Records Research
A variety of information was gathered in order to evaluate aspects of the Project. Information
gathered included GIS data and other City records. These records were evaluated and used to
develop the Project alternatives and flood model.
Preliminary coordination the North Carolina State Historic Preservation Officer (SHPO) and the
Office of State Archaeology (OSA) revealed some concerns in the area around Weeping Willow
Road. It is assumed that final coordination will occur as part of the CAMA application process.
In addition to the above, it is necessary that information concerning the occurrence of federal
and state protected species for New Hanover County be obtained from the US Fish and Wildlife
Service (USFWS) list of endangered species, threatened species, federal species of concern, and
candidate species for New Hanover County, North Carolina, and from the North Carolina
Natural Heritage Program (NCNHP) database of protected species and unique habitats. For a
full report regarding the above mentioned research refer to Section 7.0, Appendix 6 Natural
Resources Report and Addendum.
2.2 Survey
A survey of the Project area was conducted by W.K. Dickson, Inc. and completed in early 2009.
The survey was conducted to include structure locations, tree sizes, species and location, utility
locations, type and easements, roadway boundaries, locations and elevations, existing 1-foot
topography, the existing 100-year floodplain boundary, wetland boundaries, all drainage
features (stormwater culverts, pipes, headwalls, streams, ditches, etc.), finished floor elevations
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(FFE), property boundaries and information, and location and elevations of crawl space vents
and HVAC units.
Throughout the Project corridor the FFEs of the habitable structures located within the Project
area vary. Some frequently flooded properties provide as little as a half-foot to 2 feet of
topographic relief between the top of bank of the stream and the structure's FFE. Habitable
Structures of concern are the two single family homes located below Patricia Drive, the single
family home on the left bank downstream of Clearbrook Drive (418 Clearbrook Drive), the
single family home located on the right bank upstream of Clearbrook Drive (413 Clearbrook
Drive), the two single family homes located south of Plover Court (5522 and 5523 Plover Court),
and the single family home on the left bank downstream of Ruxton Way (5704 Ruxton Way).
According to the City of Wilmington staff (City staff), these properties report flooding during
large storm and localized thunderstorm events. The habitable structures located within close
proximity to the stream that do not experience flooding are often elevated on pilings or fill. In
such instances the property may experience flooding, but damage to the structure may not
occur.
All street right-of-ways within the Project corridor are public with the exception of Ruxton Way.
Approximately the lower third of Reach 1 and a majority of Reach 8 exist within the public right-
of-way. Utility easements within the Project corridor generally parallel roads, occasionally
crossing the stream. There are utility easements along the lower third of Reach 2 and along
Reaches 5, 6, 7 and 8. Additionally, drainage easements intersect the Project corridor. Even
with the numerous and various easements located within the Project corridor, significant
reaches of the existing stream are located on private property.
There are a number of "private" utilities (in addition to water and sewer) that were identified
within the Project corridor. These include telephone, gas, and electric.
2.3 Wetland Delineation and Natural Resources Assessment
Natural resources assessments and jurisdictional determinations (JD) conducted in two phases.
The USACE signed the JD map on May 25, 2010 (Appendix 2A). Subsequently, DCM located the
elevation of the NHW and Coastal Wetland boundary during the site visit on 6/9/2010. It is
important to note that an original, preliminary extent of CAMA jurisdiction was made prior to
May 25, 2010. The USACE signed JD map only reflects the preliminary CAMA determination
and not the final determination made on 6/9/2010. Therefore, the JD map signed by the
USACE does not correctly identify the extent of CAMA jurisdiction (which is shown in the
USACE map to be just above Clearbrook Drive). Appendix 2B correctly identifies the extent of
CAMA jurisdiction (i.e. the final determination) made on 6/9/2011 which does not extend
above Patricia Drive. The elevation of the NHW location was determined by the surveyor to be
approximately 0.4 feet based on mean sea level (MSL). A 0.4 foot contour (MSL) was generated
and used to determine the NHW line (shore line). The mean high water (MHW) was derived
from NOAA Tide Gauge at Wrightsville Beach, NC Station ID: 8658163. It is presented on the
Patricia Drive area plan sheets in parentheses behind elevation callouts that are relative to MSL
(see CAMA Permit Drawings). The AEC and 30-foot exclusion zone were then determined based
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on a 75-foot and 30-foot offset, respectively, from the NHW line. Additionally, a small amount
of wetland identified on the JD map as 404 Wetland was determined by DCM to be coastal
wetland. The overall wetland boundary did not change and the areas are not to be impacted as
part of the Project in any event (Appendix 2B). For a full report regarding the above mentioned
delineation and delineation mapping refer to Section 7.0, Appendix 6 Natural Resources
Report and Addendum.
The Endangered Species Act (ESA) of 1973 (16 U.S.C. 1531-1943) mandates that federal
agencies ensure that any actions authorized, funded, or carried out by that agency do not
jeopardize the "continued existence" of listed species or result in the destruction or adverse
modification of critical habitat (16 U.S.C. 1536). The U.S. Fish and Wildlife Service (USFWS) is
the federal agency that is responsible for ensuring that the provisions of the Endangered
Species Act are met. Additionally, North Carolina laws grant limited protection to rare plants
and animals that are endemic to the state or whose populations are in severe decline. For a full
report regarding the above mentioned delineation refer to Section 7.0, Appendix 6 Natural
Resources Report and Addendum.
2.4 Stream Geomorphic Assessment
Kimley-Horn conducted geomorphic surveys and visually assessed the stream materials to
varying degrees on all eight (8) reaches within the Project area. Rosgen Level II and III stream
assessments were performed in reaches 2 and 6. Additionally, North Carolina Division of Water
Quality (NCDWQ) Stream Identification Forms were completed for each reach during the
environmental features survey. Refer to Section 7.0, Appendix 4 Morphological Cross-sections
and Profile Data for the surveyed cross-sections, and longitudinal profiles. Refer to Section 5.0,
Figure 5a-c Stream Reach Maps for reaches associated with the geomorphic analysis. Table 1
summarizes the morphological results of the geomorphic survey.
Table 1: Summary of Stream Morphological Data
Assessment Drainage Entrench. Width/ A�g• Stream
Reach Area Ratio Abkf Wbkf Depth K Stream Type
Ratio Slope
mi2 FT/FT
REACH 1A 0.75 7.9 16.6 16.0 15.4 1.02 0.0011 C5
REACH 1B 0.75 9.5 13.2 12.9 12.6 1.02 0.0011 C5
REACH 2 O.64 23.5 10.8 10.7 10.4 1.09 0.0014 E5
REACH 3 0.62 7.8 9.4 11.4 13.9 1.13 0.0034 C5
REACH 4 0.59 24.5 8.9 10.2 11.7 1.04 0.0035 E5
REACH 5 0.44 21.0 9.1 7.1 5.6 1.00 0.0021 E5
REACH 6 0.41 N/A N/A N/A N/A 1.01 0.0018 G5
REACH 7 0.30 N/A N/A N/A N/A 1.00 0.0047 B5
REACH 8 0.26 N/A N/A N/A N/A 1.00 0.0014 B5/G5
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During the geomorphic site assessment typical riffle and pool cross-sections are taken along the
studied reaches. The typical riffle cross-sections were used to determine the approximate
bankfull area, width, and depth of the stream reach. These parameters are measured from the
bankfull indicators on the riffle cross-section, which correlate to the channel forming flow for
the studied stream reach. The bankfull area, width, and depth gathered at the studied site can
then be compared to the reference data for the Coastal Rural Regional Curve for the upstream
drainage area. The Coastal Rural Regional Curve uses a power function regression equation
developed from gathering similar bankfull data on reference reaches throughout the coastal
plain.
In addition to the reference curve comparison, several ratios have been developed as part of
the Rosgen Classification System to assist in classifying stream type, and assessing stream
stability. Table 1 above utilizes a portion of these ratios to provide an overview of the existing
geomorphic conditions of the Project stream reaches. The Rosgen Classification System defines
Stream Type by describing channel characteristics (A-G) and substrate characteristics (1-6). For
the Coastal Plain, more favorable channel characteristics would mostly be categorized as a
Rosgen "C" or "E" channel type. "C" and "E" channel types are single threaded channels,
tending to meander within their floodplain, and having regular access to a wide floodplain. Less
favorable channel characteristics would be categorized by a Rosgen "B", "F", or "G". These
channel types tend to be confined to deep valleys, and have limited access to a wide floodplain.
Entrenchment Ratio is a measure of the streams bankfull width against the width of the flood-
prone area. The flood-prone width is measured in the field at a height that is equal to two
times the bankfull depth of the stream channel. "C" and "E" channel types typically have
entrenchment ratios greater than 2.2, which associates the flood-prone width to be greater
than twice the bankfull width. Due to the flat terrain found within the Project corridor many of
the reaches have wide flat floodplains at a height equal to two times the bankfull depth. As
seen in Table 1 on the previous page. "B", "F" and "G" channel types tend to be confined
within a larger ditch in which the width of the larger ditch does not vary much from the bankfull
width to the top of the ditch. The dredged and channelized streams fall into these categories.
Width-to-depth ratio helps to distinguish between the types of channels, and is defined as the
bankfull depth divided by the mean bankfull depth of the channel. "E" channel types have
width-to-depth ratios less than 12. While "C" channel types have width-to-depth ratios greater
than 12. Therefore, "C" channel types are wider and shallower than an "E" channel type, which
is more narrow and deep. The other width-to-depth ratios for the common channel types
found throughout the Project corridor are as follows: B greater than 12, F greater than 12, and
G less than 12.
Sinuosity (K) defines the streams meander through its floodplain, and is defined by the stream
length divided by the floodplain length. The lowest value possible for sinuosity is a value of
1.00, as the floodplain cannot be longer than the stream. A value of 1.00 indicates that the
stream flows straight with the floodplain, which is typical of ditched or channelized streams. As
sinuosity increases the slope of the stream channel decreases, and can effectively reduce the
energy in a stream system. More natural stream systems found in the coastal plain tend to
have sinuosityvalues between 1.2 and 1.5.
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The following summarizes the geomorphic conditions of the stream reaches found onsite:
Reach 1 includes a majority of the tidally influenced area of the Project tributary. During field
visits Reach 1 was observed to have variable diurnal flow direction and water surface
elevations. This tidal influence restricts flow through the 36" CMP beneath Patricia Drive.
Refer to Section 7.0, Appendix 3 - Site Photographs, Photograph 1. Also, the lower portion of
Reach 1 appears to have excessive sedimentation. Although tidally influenced, bankfull
indicators were present throughout the reach. A total of four (4) cross-sections and one (1)
longitudinal profile were surveyed for Reach 1 as part of the geomorphic analysis. Two (2)
cross-sections and the longitudinal profile were taken along the stream section flowing parallel
to Sharon Drive (Photographs 2, and 3), and two (2) were taken along the stream section
flowing between the existing wetland and houses on Clearbrook Drive (Photographs 4, and 5).
Reach 1 classifies as a Rosgen C5 due to its moderate width to depth ratio, and the reach's
ability to access its' wide floodplain (moderate entrenchment ratio). However, this stream
reach lacks the sinuosity, and riffle-pool sequence typical in a C5 channel. The longitudinal
profile revealed a low pool-to-pool spacing, between 1.5 and 2.5, which is more typical for a
straightened stream channel. Reach 1 scored a 35 and a 36.5, classifying it as perennial on the
NCDWQ Stream Classification Form. The channel material observed in Reach 1 was mostly sand
with some silt deposition and accumulation.
Reach 2 from Clearbrook Drive to Shuney Street appears to have been partially straightened or
dredged, most notably immediately upstream of Clearbrook Drive, where the stream flows in a
narrow ditch between houses for about 220 feet. Just above this ditched section, the stream
begins to meander and exists in a relatively natural state surrounded by wetlands. It is evident
that flooding in this section of the Project occurs regularly, and several of the surrounding
residences are on raised foundations. Reach 2 may also experience occasional tidal influence
just upstream of Clearbrook Drive (Photograph 6). The natural portions Reach 2 were used as a
reference coastal, urban stream for natural channel design parameters. Two (2) cross-sections
and a longitudinal profile were surveyed along this section of stream (Photograph 7). Bankfull
indicators were strong and were consistent with the Coastal Rural Regional Curves for a
drainage area of 0.64 square miles. Reach 2 classifies as a Rosgen E5 channel due to its low
width to depth ratio, and the reach's ability to access its' wide floodplain (moderate
entrenchment ratio). The sinuosity through the entirety of Reach 2 is 1.09; however, this
number is slightly skewed by the ditched and straightened section. The reference section
produces a sinuosity closer to 1.12. The longitudinal profile produced a riffle-pool sequence
and meanders typical of a wooded meandering E5 channel with a pool-to-pool spacing between
1.6 and 4.7. The reach is considered perennial and is fed from the surrounding urbanized
watershed. Reach 2 received a score of 48 using the NC Stream Identification Methodology.
The channel material observed in Reach 2 was mostly sand.
Reach 3 exhibits the most natural characteristics of all the reaches in the Project corridor. The
evaluation produced geomorphic ratios similar to Reach 2. Just upstream of Shuney Street
approximately 50 feet of stream exists within the fence line of a private resident (Photograph 9
and 10). Upstream of the private residence, the remainder for Reach 3 exists within a wooded
buffer. The stream has close to reference reach quality pattern, dimension and profile through
this area, and the riparian buffer remains intact, as shown in Photograph 11. Two (2)
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geomorphic cross-sections were taken along Reach 3. Bankfull indicators existed at the top of
bank suggesting frequent flooding of the surrounding buffer. Bankfull indicators for Reach 3
were slightly less than the Coastal Rural Regional Curve suggests for a drainage area of 0.62
square miles. Reach 3 classifies as a Rosgen C5 channel due to its moderate to high width to
depth ratio of 13.9, and it being slightly entrenched. This reach of stream received a score of
49.5 using the NC Stream Identification Methodology. The channel material observed in Reach
3 was mostly sand.
Much of Reach 4 appears to have been relocated or straightened and impacted by residential
development. There are locations along the stream where structures have been constructed
within or immediately abutting the stream bank, including bulkheads, bridges, and driveway
culverts (Photograph 13). As a result, the natural hydrology of this section of stream has been
affected. Yard maintenance has also led to the removal of the riparian buffer down to the
stream bank along several stretches. Two (2) geomorphic cross-sections were measured along
a forested and less impacted section of Reach 4 just below the Dogwood Lane (Photograph 14).
Bankfull indicators were present and produced results slightly smaller than the Coastal Rural
Regional Curve would suggest for a drainage area of 0.59 square miles. The geomorphology
observed in the less impacted section of stream classifies as a Rosgen E5 channel. During the
visual assessment of Reach 4 Rosgen G and F channel types were also observed. This reach of
stream received a score of 36 using the NC Stream Identification Methodology. Sand was the
channel material observed throughout Reach 4.
Reach 5 has been straightened. Houses have been built close to both sides of the stream, with
little floodplain or riparian buffer present, as shown in Photograph 16. A majority of the
surrounding floodplain for Reach 5 consists of maintained and grassed residential lawns. Reach
5 is hydraulically obstructed by an undersized and mostly buried 24" CMP culvert passing under
the cul-de-sac of Plover Court. Reach 5 floods often, over topping Plover Court, and inundating
two of the low lying houses at the end of the cul-de-sac (Photographs 17, and 18). Bankfull
indicators were not identifiable during the field assessment due to the historical impacts from
channelization, and continued residential maintenance. Two (2) cross-sections were measured
near Plover Court. The cross-sections were compared to the Coastal Rural Regional Curve and
bankfull dimensions were generalized based on the appropriate cross-sectional area associated
with a drainage area of 0.44 square miles. From this methodology the cross-section for Reach 5
classifies as a straightened and modified Rosgen E5 channel. The channel is slightly entrenched
with a low width to depth ratio. Reach 5 received a score of 32.5 using the NC Stream
Identification Methodology, and is a sand dominated system.
Reach 6 appears to have been historically relocated, straightened, and channelized. The land
surrounding Reach 6 is mostly undeveloped. Side cast spoil piles line both sides of the reach.
The entrenched nature of the stream limits its ability to access its floodplain. Even with the
streams inability to access the surrounding floodplain, there is little evidence of excessive
erosion. This is most likely a result of the streams low average stream slope of 0.0018 ft/ft and
heavily vegetated banks. A typical view of this reach is shown in Photograph 20. Two (2)
geomorphic cross-sections and a longitudinal profile were measured on Reach 6 just
downstream of Ruxton Way. Bankfull indicators were not visible during the field assessment,
and are not evident in the cross-sections due to the substantial, historical impacts to the reach.
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Based on a visual assessment, and the deep, entrenched nature of the system, Reach 6
classifies as a Rosgen G5 channel. Reach 6 received a score of 27.5 using the NC Stream
Identification Methodology suggesting it is an intermittent stream. Ultimately, the channel
appears to be perennial, and the low score was attributed to the lack of natural geomorphic
features caused by the ditching. The channel material observed in Reach 6 was mostly sand.
Reach 7 is a large ditch with yards backing up to the stream on both sides. The ditch appears to
have been more recently excavated, and is large enough to carry expected storm flows. As a
result, it is not expected that overbank flooding occurs along this reach, with the possible
exception of the area immediately upstream of Ruxton Way where the ditch becomes shallow.
A partially blocked 30" CMP currently runs under Ruxton Way, and acts as a hydraulic barrier
for Reach 7 (Photograph 21). Two (2) geomorphic cross-sections were measured in the middle
of this reach. It appeared as Reach 7 is aggrading as a result of the blocked culvert at Ruxton
Way (Photograph 22, and 23). Bankfull indicators were not observed during the field
assessment. Based on a visual assessment, and the deep, entrenched natural of the system,
Reach 7 classifies as an "unnatural" Rosgen B5 channel. This reach of stream received a score
of 33 using the NC Stream Identification Methodology. The channel material observed in Reach
7 was mostly sand and some silt deposition.
Reach 8 has been recently excavated. Houses are located behind a narrow vegetated buffer on
the east side of the ditch, and South 58t" Street abuts the ditch to the west. The ditch is large
and appears to provide adequate capacity to carry expected flows (Photograph 26). Water is
standing in the bottom of much of the lower sections of the reach, with aquatic vegetation
occurring in areas. Moving upstream the channel becomes smaller (to a point that it appears to
lose stream characteristics), is piped through driveway culverts, and is completely culverted
through sections (Photographs 27, and 28). Two (2) geomorphic cross-sections were measured
on Reach 8 just downstream of Ruxton Way. Bankfull indicators were not observed during the
field assessment, and are not evident in the cross-sections due to the substantial, historical
impacts to the reach. Based on a visual assessment, and the deep, entrenched natural of the
system, Reach 8 varies between a Rosgen B5 and G5 channel. The reach received a score of
30.5 using the NC Stream Identification Methodology. The channel material observed in Reach
8 was mostly sand.
Refer to Section 7.0, Appendix 3 Natural Resources Report and Addendum for additional
information regarding each of the eight (8) Project stream reaches.
2.5 Existing Culvert Conditions
The existing culverts vary significantly in size and flow capacity. Culverts sizes range from a 24-
inch culvert in the middle of the Project (Plover Court) to a 72-inch culvert at the upper end
(Gardenia). A majority of the Project culverts are corrugated metal pipe (CMP) with a few of
the more recently installed culverts being reinforced concrete pipe (RCP). Conditions also vary
from one road crossing to another. Several culverts are partially blocked by sediment
accumulation, others have been damaged and bent at the entrance, and some are corroding.
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For the most part, the older residential areas have smaller sized culverts with many that are
deteriorating. These culverts were most likely installed while the watershed was less
developed and the flow through the channel was much less. Over the years the watershed has
become more developed and the flow through the channel has increased, as such, more recent
developments have larger sized culverts. It is also possible that less stringent regulation
involving culvert flow capacity existed during the construction of the older residential
developments.
Refer to Table 2, on the next page, for a summary of the existing culvert conditions and design
capacity.
Table 2: Existing Culvert Capacity and Condition
Existing
Approx.
Road Crossing Ex. Size Type Capacity Retu*n Condition/Notes
I nt.
IN CFS Years
Damaged headwall. Downstream
PATRICIA DRIVE 36 CMP 75 <2-year erosion. Complete tidal
submergence.
CLEARBROOK DRIVE 36 CMP 56 <2-year Mild corrosion and damage at
entrance and exit.
Light corrosion at entrance.
SHUNEY STREET 2 X 54 CMP 290 5-year Lattice fencing in front of
entrance.
BRITTAIN DRIVE 2 X 54 CMP 260 5-year Light sediment accumulation at
entrance.
530 DOGWOOD LANE 36 CMP 41 <2-year Fair physical condition. No visual
(DRIVEWAY CULVERT 1) impediments.
624 DOGWOOD LANE 2 X 18 CMP 32 <2-year Good physical condition. No
(DRIVEWAYCULVERT2) visual impediments.
620 DOGWOOD LANE 30 CMP 41 <2-year Fair physical condition. No visual
(DRIVEWAY CULVERT 3) impediments.
DOGWOOD LANE 36 RCP 100 <2-year Good physical condition. No
visual impediments.
Poor physical condition.
PLOVER COURT 24 CMP 20 <2-year Completely filled with sediment
at entrance.
WEEPING WILLOW Good physical condition. Partially
ROAD 36 CMP 60 <2-year blocked at entrance with debris.
Damaged with heavy
RUXTON WAY 30 CMP 35 <2-year accumulation of sediment at
entrance.
GARDENIA LANE 72 RCP 290 10-year Good physical condition. No
visual impediments.
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WISTERIA LANE 48 RCP 165 2-year Good physical condition. No
visual impediments.
CAMELIA LANE 24 CMP 28 <2-year Poor physical condition.
Damaged at entrance.
*Refers to the discharge from 24 hour rain event from the given storm return interval.
The culvert capacities in the Table 2 were determined using inlet control nomographs for the
culvert material type. Headwater depths were calculated using the difference between the
culvert's upstream invert elevation and the surveyed road crest. Culverts were assumed to
have full flow capacity. Therefore, sedimentation and deformation at the entrance of the
culvert were not considered. Storm discharge peaks were determined using the National Flood
Frequency Programs Regional Regression Curves for the urban coastal plain. The Regional
Regression Curve calculates the peak discharge based on the size and cover of the upstream
drainage area. Timing and flow storage is minimally considered in this calculation. Based on
the current compositions of the upstream watersheds, many of the culverts located within the
older residential areas convey less than the 2-year storm. Even the more recently installed RCP
culverts only convey between the 2-year and 10-year storm event. The current standard within
the City of Wilmington is to convey the 25-year storm event within road culverts.
3.0 Project Description
3.1 Purpose and Need/Project Approach
The City intends to achieve three goals as part of the Wisteria/Clearbrook drainage
improvements project.
1) Improve flooding issues and aging/damaged infrastructure issues within the project
boundary.
2) Improve water quality and habitat in the Hewlett's Creek watershed.
3) Obtain access through land and easement acquisition to the main stream and drainage
system for drainage maintenance and protection of the aquatic resources.
The City intends to achieve the above as described in this application and supporting
documentation and plans. The following sections describe the current flooding and analysis and
measures taken to avoid and minimize impacts, as well as the proposals to achieve the
simultaneous goals of improving flood attenuation and providing improved water quality and
habitat functions.
The design approach for the project is to target improvements in areas with obvious historical
alterations and fill while leaving the areas with the apparent highest functioning wetlands and
stream un-impacted (except for debris or invasive species removal). Additionally, in areas that
are proposed for impacts methods are proposed that will, in the long term, improve function
and habitat. Other high-functioning areas such as the property at the corner of Shuney and
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Brittain will be preserved. This approach meets the City's goal of improving flood attenuation
and improving water quality.
The final design and construction of the project will occur in two stages. Stage 1 includes the
project from the terminus just below Patricia Drive up to, but not including the culvert
replacement at Dogwood Lane. Stage 2 is from Dogwood Lane to Verbenia Drive and includes
improvements at Oak Bluff Lane where there are no jurisdictional areas. It is of note that the
design plans for Stage 1 are provided at 75% and the design plan for Stage 2 are at 25%.
3.2 Flooding and Analysis
Flooding within the project area has been well documented. The City has held two public
meetings on April 28, 2009 and October 27, 2010 to present the project and gather input, and
present 25% Plans and gather input, respectively. During these public meetings, citizens were
asked to describe the flooding as it occurred in specific storm events. Major tropical systems
were discussed as well as heavy thunderstorms. Wind tides and tides in combination with
storm events were discussed as well. All of this information was gathered and used to calibrate
the model as described below. Many citizens were able to provide photos of the actual flood
events as well. In addition to flooding many citizens were concerned about preserving large
trees and that the project be beneficial to the environment. The citizens contacted for these
meetings are included in Table V.
Hewlett's Creek is a tidally influenced creek whose entire watershed is located within the
Wilmington city limits. The National Flood Insurance Program (NFIP) Digital Flood Insurance
Rate Map (DFIRM) panel 3146J indicates that Hewlett's Creek special flood hazard areas were
determined using a surge analysis. Special hazard areas associated with the Project area can be
seen in Section 5.0, Figure 7 FEMA Floodzone Map. In order to analyze the Project area existing
conditions and proposed improvements, both hydrologic and hydraulic models were created
using the United States Army Corps of Engineers Hydraulic Engineering Center (USACE-HEC)
programs HEC-HMS (Hydrologic Modeling System) and HEC-RAS (River Analysis System),
respectively.
The Project area is located in a low energy, sandy system confined by urban development which
encroaches and constricts the active floodplain. These factors create hydraulic conditions that
question the validity of several assumptions in both normal HEC-HMS and HEC-RAS modeling.
An example of a site specific trivial assumption in HEC-HMS is the various routing methods that
can be selected. The Kinematic Wave and Muskingum methods cannot account for the
influence of backwater effects (tidal/surge or undersized culverts) or from significant velocity
changes occurring at transitions from channel to overbank conveyance; both situations are
anticipated to occur in the Project drainage system. To correct this problem, flow hydrographs
will be taken from un-routed sub-drainage basins in the HEC-HMS model and inserted as lateral
flow hydrographs in an unsteady-state HEC-RAS model. The unsteady-state HEC-RAS model will
account for storage in the floodplain and energy losses in conveyance transitions due floodplain
encroachments. To compensate for tidal influence, synthetic stage hydrographs were
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developed and input as downstream boundary conditions for both normal elevation tides and
storm surges.
The HEC-HMS model was applied the SCS hypothetical storm to generate flow hydrographs.The
SCS hypothetical storm takes a rainfall depth uniformly distributed across a watershed during a
24-hour duration using a specified time distribution. The Project watershed was dissected into
ten discrete sub-basins using road crossings as outfalls. Sub-basins were delineated based on
field observations of stormwater structure connectivity, topographic data and stormwater
structure GIS feature classes provided by the City. A map of the delineated sub-basins can be
found in Section 6.0, Figure 7 Project Drainage Area Map. A detailed explanation of the
development of the HEC HMS model is included in the Feasibility Study (November 2009).
An unsteady-state HEC-Ras model was developed to assess the hydraulics of the Project. An
Existing Conditions HEC-RAS model was created using HEC-GeoRAS to extract topographic data.
To simulate tidal influence, the stream was extended downstream of the survey area to the
confluence of Hewlett's Creek and the Intracoastal Waterway. The closest tidal gauge was
Wrightsville Beach, NC NOAA Station 8658163 at Masonboro Inlet; station information from
this gauge was used to develop the tidal hydrographs. Since the intent of this study was to
determine peak flooding situations and not bridge scour, the storm surge was timed to peak at
high tide. Due to the proximity of the Project to the Intracoastal Waterway, it was determined
that surge analysis should be performed using the 50 year peak surge and 25 year storm. Any
higher combination of both was found to be statistically improbable. A complete discussion of
the development of the HEC-RAS model is included in the Feasibility Report (November 2009).
After the first public meeting and gathering of information about historical storm events,
several storms were targeted as calibration events. The historical storms used to calibrate the
HEC-RAS model include: a tropical storm occurring on Aug 2008 and Hurricanes Fran, Floyd and
Ophelia. These storms cover the breadth of design events from precipitation depth (25 and 100
year 24 hour recurrence interval), intensity, and storm surge as well as providing sufficient
community supplied calibration points to gauge output. Meteorological data was downloaded
from the NOAA National Data Center's website for each storm. Data downloaded from the
NOAA National Data Center was listed in incremental inches per hour from Wilmington
International Airport.
Tide data was downloaded from Wrightsville Beach, NC NOAA Station 8658163 at Masonboro
Inlet for Hurricane Ophelia and the 2008 tropical storm. Because the gauge was installed in
2004, tidal data for Hurricane Fran was taken from the Wilmington, NC NOAA Station 8658120
while a synthetic stage hydrograph was developed for Hurricane Floyd. The Hurricane Floyd
hydrograph combined tide and surge functions using the methods described in section 3.1.2.
Timing and peak surge parameters were estimated based on historic data received from NOAA
stations 8661070 (Springmaid Pier, SC), 8658120 (Wilmington, NC), and 8656483 (Beaufort,
NC).
3.3 Alternatives Analysis
Based on City staff input, public input, agency coordination, previous drainage studies, and the
site field assessment, several design approaches were evaluated. Approaches such as widening
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the entire stream throughout the Project area, for instance, were not evaluated because it is
unlikely that this would meet the minimum criteria of avoidance and minimization of impacts.
The design approaches were developed with the goals of addressing the flooding, improving
water quality, and obtaining maintenance access. The concept approaches were modeled
individually using HEC-RAS unsteady state. The results of each approach were compared to the
water surface elevation results from the existing conditions HEC-RAS unsteady state model.
A total of twenty-eight (28) design approaches were modeled as part of the Feasibility Study.
These approaches are detailed in the Feasibility Report (November 2009) and summarized
below. These approaches were evaluated (and modeled) in combination with the other
approaches to seek the most expeditious design in regards to the goals of the Project (flood
reduction, water quality improvement, and access). Cost and constructability were also
considered in selection of the approaches.
Also, it should be noted that the City requested that the culverts be designed with a goal of
carrying the runoff from a 25 year, 24 hour storm at full capacity, as well as passing the runoff
from a 100 year, 24 hour storm without overtopping the respective public road. This design
goal was not achievable in every case based on site constraints.
Approach A—Culvert Replacement
Approach A is to replace all but one of the existing culverts. The largest culvert (72" RCP) within
the Project corridor conveys the 10-year storm, which may have met City design standards in
place at the time of construction. This approach was incorporated into the final design. Flood
reductions could not be achieved without upsizing the culverts. The culverts inverts will be
buried the appropriate 1 foot.
Approach B—Flood Bv-aass Channel
Approach B calls for the excavation of a flood by-pass channel to divert flood waters above the
bankfull event through the large wooded area on Reach 6. The flood by-pass channel would
function as an excavated floodplain, but minimize stream and wetland impacts along Reach 6.
Construction of the flood by-pass channel should increase the floodplain storage through Reach
6. Approaches B, C, and BC were ultimately rejected because the amount of grading required
and land acquisition costs.
Aaaroach C—Inline Storaee Wetland
Design Approach C proposes the construction of an approximately 4.4 acre inline flood storage
wetland located within the large wooded area along Reach 6. The inline storage wetland would
divert flood waters above the bankfull event into the wetland area helping to attenuate
flooding from large storm events. Approaches B, C, and BC were ultimately rejected because
the amount of grading required and land acquisition costs.
Approach BC— Inline Stora�e Wetland with Flood Bv-aass Channel
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This design approach paired the flood by-pass channel from Approach B and the inline flood
storage wetland from Approach C. These two flood storage devices were combined in order to
consider the cumulative effects on flood attenuation from using these approaches together.
Approaches B, C, and BC were ultimately rejected because the amount of grading required
and land acquisition costs.
Aaaroach D —Clearbrook Drive Stream Rehabilitation and Floodalain Swale
Design Approach D uses a natural channel design to increase the stream channel capacity near
Clearbrook Drive in combination with a floodplain swale running between the houses at 413
and 409 Clearbrook Drive. The swale will convey floodwaters, and provide water quality uplift
for receiving stormwater flows. The natural channel design would include floodplain benching
to increase channel conveyance. Approach D2 was selected because of the greater combined
water quality, habitat and flood reduction provided.
Approach D1 — Clearbrook Drive Stream Widenin�. Floodplain Swale, and Culvert Expansion
Design Approach D1 adds to Approach D with the enlargement of the culvert replacement on
Clearbrook Drive. Approach D1 considers increasing the capacity of the culvert replacement
while including all of the design aspects of Approach D. Approach D2 was selected because of
the greater combined water quality, habitat and flood reduction provided.
Approach D2—Clearbrook Drive Natural Stream Widenin�and Culvert Expansion
Approach D2 analyzes the hydrologic affects of the stream widening with the culvert expansion,
but excludes the floodplain swale. This approach was analyzed to determine the effect that the
floodplain swale has on flood elevations in the Project reach. This approach was selected in
combination with 12, below, because of better water quality, habitat and flood reduction
benefits it provided as compared to D1 or D.
Approach E—Salt Marsh Upstream of Patricia
Purpose: Approach E proposes the creation of a salt marsh, which will utilize a parcel owned by
New Hanover County located near the Patricia Drive culvert. The county owned parcel is
located directly adjacent to the Project stream and north-east of Patricia Drive culvert crossing.
The salt marsh would function as floodplain storage area that could possibly provide mitigation
and improve water quality. Approach E3 was selected over E because of its greater flood and
water quality benefits.
Approach E1—Salt Marsh Upstream of Patricia with Culvert Expansion
Design Approach E1 includes the salt marsh described in Approach E and analyzes the affect of
placing an additional culvert under Patricia Drive. Approach E1 will utilize the additional area
the county owned parcel provides to construct a larger culvert crossing, and to add conveyance
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capacity to the culvert replacement described in Approach A. Approach E3 was selected over
E1 because of its greater flood and water quality benefits.
Approach E2—Culvert Expansion at Patricia
Design Approach E2 uses the same culvert expansion as Approach E1 without the addition of
the salt marsh in the county owned parcel north of Patricia Drive. This approach was used as an
indicator of the flood reduction in Approach E2 based solely on increasing the culvert capacity
under Patricia. Approach E3 was selected over E2 because of its greater flood and water
quality benefits.
Approach E3—Two Salt Marshes at Patricia with Culvert Expansion
Design Approach E3 will locate two (2) salt marshes near the Patricia Drive culvert crossing, one
upstream and one downstream of Patricia Drive, and hydraulically connect them placing a
second culvert crossing under Patricia Drive. The salt marshes would increase floodplain
storage in the Patricia Drive area and would create or restore habitat and improve water
quality. This approach was incorporated into the final design.
Approach F—Profile Adiustment Reach 7 and Reach 8
During the modeling of Approach A it became apparent that adjusting the existing stream
profile along the upper portion of the Project stream using natural channel design techniques
would reduce flooding. The existing stream profile for Reach 7 and Reach 8 (approximately
from Ruxton Way to the top of the Project at Camelia Lane) includes culverts and the stream
profile flowing upgrade in several locations.
Approach F would correct the profile using natural channel design techniques (to limit the need
for mitigation and improve water quality), and create a consistent sloping bankfull profile. The
use of natural channel design would be to re-establish a bankfull cross-section, and proper riffle
(ripple)-pool sequence. Excavation required for this approach would be approximately 1,500
cubic yards, and could lower the invert elevation of the stream as much as 1.59 feet in some
areas. Approach M, below, was incorporated into the final design because of the additional
flood reduction benefits.
Aaaroach G—Removal of Wetland Mounds
Approach G calls for the removal of the large side-cast berms within the existing wetlands on
Reach 1. These mounds exist within the wetland located on the county owned parcel at 421
Sharon Drive. The large mounds appear to have been created during historical dredging
activities along this reach, and contain some piles of debris and trash. Removing these mounds
did not have a significant impact to reduce flooding but was incorporated into the design
because of the benefits of removing spoil piles and rehabilitating the wetlands.
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Approach H —Impound Reach 6 for Flood Stora�e
Approach H proposes adding a weir structure just upstream of the Weeping Willow crossing to
impound and detain runoff in the floodplain at Reach 6. To increase storage capacity, this
design approach also includes the flood by-pass swale and BMP discussed in approaches B and
C, respectively. This was rejected due to additional stream impacts and potential upstream
flooding.
Aaaroach I —Clearbrook Proaertv Acauisition (2 aroaertiesl
Approach I looks to add flood conveyance capacity to the area surrounding the Clearbrook
Drive culvert crossing. Design Approach I includes acquiring of two parcels containing single
family structures near the Clearbrook Drive crossing, adding a culvert to the two proposed in
Approach A for a total of three (3) 10.0' x 2.0' RCB culverts, increasing channel capacity with
natural channel design (as discussed in Approach D), and grading a large floodplain bench on
the acquired parcels. This was not incorporated into the final design because demolishing the
second residence was determined not to result in significant enough additional flood
reduction benefits to justify taking the residence.
Approach 11—Clearbrook Propertv Acquisition (4 propertiesl
Design Approach 11 includes all of the design aspects of Approach I and proposes acquisition of
two (2) additional single family houses for a total of four (4) parcels. The additional acquisition
in Design Approach 11 proposes to re-establish floodplain benching where the existing stream
floodplain is constricted. Both parcel owners have not indicated historical flooding, but the
properties encroach on the active floodplain increasing channel velocity and reducing
floodplain storage. Acquiring the two additional properties upstream of Clearbrook Drive
would allow for a large floodplain to be excavated providing additional flood storage for the
entire Clearbrook Drive area. This was not incorporated into the final design because
demolishing the four residences was determined not to result in significant enough additional
flood reduction benefits to justify taking them.
Approach 12—Clearbrook Propertv Acquisition (1 propertvl
Design Approach 12 has similar flood storage and conveyance to that of Approaches I and 11,
but would reduce the parcels acquired from two (2) to one (1). Design Approach 12 reduces the
acquisition of parcels at Clearbrook Drive to one (1) property. Additionally the proposed
culverts will be reduced to include only the two (2) 10.0' x 2.0' RCB culverts described in
Approach A. This approach was incorporated into the final design.
Approach J —Off-line Wetland
Design Approach J looks at detaining a large drainage area (Drainage Basin 6) along Reach 6,
south of the Ruxton Way crossing. The detention in Approach J would utilize the same area and
location as Approach BC, and would require rerouting the three stormwater ponds in the
general area to the off-line wetland BMP. In addition to providing significant flood storage
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capacity, the off-line wetland BMP would provide water quality benefit for the sub-basin 6 area.
Excavation associated with this approach would be comparable to Approach BC. This approach
would require the purchase of a large, forested parcel, adding significant cost to the Project.
Also, the effects on upstream areas were not analyzed.As such, it was rejected.
Approach K—Stream Rehabilitation from Ruxton Drive to Do�wood Lane
The goal of Approach K is to correct the stream channel profile from just above Ruxton Way to
Dogwood Lane while re-establishing a more natural, connected floodplain bench between
Ruxton Way and Weeping Willow Road for flood attenuation. The existing stream between
Ruxton Way and Dogwood Lane includes stream Reaches 5, 6, and the lower section of Reach 7.
These reaches are some of the more impacted reaches in the Project corridor, as a result of
watershed urbanization. These reaches have been channelized resulting in varying profiles.
This has been incorporated to the final design.
Approach K1 — Stream Rehabilitation from Ruxton Drive to Do�wood Lane with Plover Court
Modification
Approach K1 is identical to Approach K with one modification at Plover Court. A portion of
Plover Court will be removed along with the 1 story house located at 5523 Plover Court.
Enough of Plover Court will remain to allow access to the remaining properties located on the
court, and to provide adequate turn around capabilities for traffic. This option analyzes flood
reduction options for the Plover Court area. This approach was rejected because the flood
attenuation improvements were such that the model predicted it would no longer flood in
the 100 year design storm event.
Approach K2 — Stream Rehabilitation from Ruxton Drive to Do�wood Lane with Plover Court
Propertv Acquisition
Approach K2 is also a modification of Approach K. Approach K2 evaluates the option of
removing the 1 story single-family home located on the right bank upstream of the Plover Court
culvert crossing. Approach K2 further analyses hydraulic possibilities in the Plover Court area.
Design Considerations and Assumptions: This approach proposes the acquisition of the above
mentioned property, and the excavation of a large floodplain bench on the vacant parcel. The
Project stream could also be relocated, as needed, to meander through the newly excavated
floodplain. This approach was rejected because the flood attenuation improvements were
such that the model predicted it would no longer flood in the 100 year design storm event.
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Approach K3 — Stream Rehabilitation from Ruxton Wav to Do�wood Lane with Extendin�
Culvert at Plover Court
Approach K3 is the third modification of Approach K to evaluate feasible options in the Plover
Court area. This was rejected because of the additional stream impacts and cost.
Approach K4—Stream Rehabilitation from Gardenia Lane to Do�wood
Approach K4 extends the stream rehabilitation of Approach K upstream to include Reach 7 from
Gardenia Lane to Ruxton Way. This approach was necessary to address the profile of Reach 7,
and provide a more consistent stream slope to improve flow conveyance. This was
incorporated to the final design. The accepted approach also call for the relocation of Plover
Court resulting in a shorter piped section of stream than current exists.
Approach L— Remove 48-inch RCP at Wisteria Lane
Approach L calls for the removal of the existing 48-inch RCP culvert near the Wisteria Lane and
58t" Street intersection. Currently, the 48-inch culvert provides access to an existing
stormwater facility for a nearby residential development. During the meeting with City staff on
August 18t", 2009 it was determined that this existing access could be removed, if necessary, as
required maintenance access for the facility can be gained from Gardenia Lane. According to
the model conducted for this study, the existing culvert at this access point is undersized. This
is further substantiated by the 72-inch culvert located approximately 260 feet downstream
under Gardenia Lane. The City can save money by removing this culvert and not replacing it
with a more appropriately sized culvert, as Approach A calls for. It was decided to leave a
shorter section of 72" RCP culvert, day-lighting a portion of the stream. This will serve to
maintain access to the adjacent stormwater pond for maintenance.
Approach M —Channel Widenin�and Profile Adiustment Verbenia Lane to Gardenia Lane
Purpose: Approach M is similar to Approach F; however the profile adjustments will be
proposed starting from Gardenia Lane to Verbenia Lane, and will involve widening the channel
to accommodate typical bankfull dimensions for a Rosgen "C" type channel. This approach was
incorporated into the design because of the additional flood reduction benefits.
Approach N —Uasize Drivewav Culverts to carrv 25-vear Storm Event
The goal of Approach N is to analyze the feasibility of upsizing the existing driveway culverts of
three (3) private residences along Dogwood Lane. Approach A considers upsizing the culverts
associated with the major road crossings along the Project corridor; however, it did not address
these three(3) driveway culverts. This approach will analyze the necessary size of the driveway
culverts to convey the 25-year storm event, and the driveway elevation necessary to provide
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the minimum amount of cover on top of pipe. It was determined that this could not be
achieved without exacerbating flooding in larger events such as the 100-year storm.
Approach N1—Upsize Drivewav Culverts
The goal of Approach N1 was to upsize the flow capacity of the driveway culverts analyzed in
Approach N, but without raising the elevations of the existing driveways and thus the WSE of
the 100-year storm. This would result in minimal new stream or wetland impacts. This
approach was incorporated to the design.
Approach O—Do�wood Lane
Design approach K assessed creating retention basin by excavating uplands in the vacant
wooded lot to the northwest of the Dogwood Lane culvert. The drainage contributing to this
location includes a portion of impervious area from Oleander Drive. Preliminary modeling
indicated that the discharge to this location was insufficient to significantly affect up or
downstream flooding by detaining it.
3.4 Proposed Impacts
The design approach avoids and minimizes impacts to the highest functioning jurisdictional
features, focusing impacts on areas that have the most obvious signs of having been
historically disturbed. Tables III-A, III-B, and III-C summarize the impacts to wetlands, streams
and jurisdictional road side ditches (that are not modified natural channels). Tables III-A and III-
B report the impacts as either temporary or permanent impacts to streams and wetlands. Table
III-C is different in that it reports the only the impacts as shown on Sheet I-2 as either
excavation of fill, and where in the impacts are proposed in relation to the Normal High Water
(NHW), CAMA 30-foot Exclusion Zone, and the Area of Environmental Concern (AEC). There are
no impacts proposed inside the NHW except for the placement of a silt curtain. There are also
no impacts proposed to coastal wetlands. All of the permanent impacts to the stream and
wetlands are associated with the culverts, except that some RPWs such as those parallel to
Patricia Drive and Clearbrook Drive will be impacted to create salt marsh and potential wetland.
These RPWs are not considered to be streams or modified natural stream channels, but are wet
roadside ditches. These account for most of the permanent channel impacts (178 of the 283
feet), and should not require mitigation since they will be replaced with higher functioning
natural systems. Almost all the temporary wetland impact areas will be replanted with
appropriate, native forest or marsh vegetation. As such, it is not anticipated that mitigation will
be required for these areas as well.The permanent wetland impacts are only 70 square feet.
Proposed Impact Summary
Permanent Channel (ft) Temporary Channel (ft) Permanent Wetland (ac) Temporary Wetland (ac)
283 4,107 0.0016 0.70
❑�❑ Kimley-Horn
� antl Associates,Inc.
Utilities — The project will include the relocation of some utilities associated with the culvert
replacements and the relocation of Plover Court. The impacts from the utilities will be
temporary and only within the footprint of the impacts shown for the project.
Stormwater - It has been determined that a State Stormwater Permit will not be required for
this project based on the email from the Division of Water Quality to the City. This is because
the project is not considered to be development by definition. See Appendix 7.
FEMA Floodplain — A large portion of the project area is located in a Special Flood Hazard Area
due to surge. The project should not have any negative impact on surge. See Figure 7.
3.5 Proposed Natural Resource Improvements and Protection
The design approach avoids and minimizes impacts to jurisdictional features with the apparent
highest functioning ecosystems. Additionally, the approach employs measures that will
enhance or restore the natural functions of historically impacted areas where improvements
are proposed. The proposed improvements are such that no mitigation is anticipated for the
minor amount of temporary impacts. All of the channel work will be performed using natural
channel design techniques that preserve, maintain, or restore a geomorphically appropriate
low-flow channel. Additionally, habitat structures are proposed through the areas where
channel improvements are provided. Impacted wetlands will be allowed to re-establish except
for a small amount of impacts associated with the culverts. Near the terminus of the project,
historic fill for two residential lots will be removed and returned to coastal marsh wetlands
(based on the NRCS Soil Survey map — Figure 4B). The Appendices and Plan Sheet include
details and supporting documentation for the design of these natural systems. A more detailed
description of the natural system designs proposed for each reach are below. See Figures 5A,
5B, and 5C for the location of each reach.
Spoil — Spoil to be removed from the site will only be disposed of in areas permitting by the
Division of Land Quality. The contract will be required to notify and receive approval from the
City for any and all disposal areas. In no event shall any of the spoil be placed in areas under
jurisdiction by the USACE, DCM, or DWQ.
See Figures 5A, 5B, and 5C as well as the Plan Sheets for the descriptions below.
Reach 1:
a) Convert the existing County parcel north of Patricia and residence south of Patricia into
salt marsh. These systems would be connected by a dual box culvert under Patricia. This
opportunity serves multiple purposes in that it could improve water quality, provide
habitat, and attenuate flooding. The anticipated amount of salt marsh to be re-created
is about 0.39 acres.
b) Remove existing spoil piles within wetland/stream complex. Removal of the spoil piles
should be considered wetland rehabilitation and would potentially increase the amount
of wetlands in the project boundary. By far the main benefit would be to improve
❑�❑ Kimley-Horn
� antl Associates,Inc.
habitat and water quality. The modeling predicts that the removal of the piles would
increase flood storage and conveyance, but only marginally relieve flooding.
c) Provide stream enhancement from Patricia upstream to the point where the stream
enters the forested area. This could greatly improve habitat and reduce maintenance by
providing a better sediment transport regime to this over-widened system.
Reach 2:
a) Preserve the stream section in back of the undeveloped lots at 524 and 528 Shuney
Street. This section of stream is complexed with a wetland system. It is forested and
relatively unimpacted. Based on its relatively natural and stable condition, it could
present an opportunity for onsite mitigation. Preserving the system would also preserve
valuable habitat and protect water quality.
b) Purchase or otherwise acquire the entire lot just downstream of the culvert under
Shuney Street. The majority of this lot is wetland, and it will be preserved.
Reach 3:
a) Preserve the lot at the corner of Brittan and Shuney. The City has already secured this
parcel. The parcel contains a section of stream complexed with a wetland. The area is
forested and the stream is relatively intact with a pronounced riffle/ripple pool
sequence. Preserving the system would preserve valuable habitat and protect water
quality.
Reach 4:
a) Preserve the stream and wetland complex immediately upstream of Brittain Drive
within the easement boundary.
b) Preserve the section of stream from the driveway at 620 Dogwood Lane upstream to
the bend at 520 Dogwood Lane. However, there is a considerable amount of privet
which may be removed, especially near the culvert under pogwood Lane.
Reach 5:
a) Conduct stream rehabilitation of the stream channel between Dogwood Lane and
Weeping Willow Road. This section of stream has been historically impacted and has
unstable sections. Additionally, the pipe under Plover Court is not adequately sized to
carry even small storms and is filled with sediment and debris. It is proposed that the
Plover Court be slightly relocated and that a shorter pipe is provided to accommodate
two driveways. A Priority II stream rehabilitation is proposed to restore natural
functions to the stream and increase flood conveyance and storage capacity.
Reach 6:
a) Provide a flood storage/bypass flood plain at a lower elevation. The main purpose of this
measure is to provide additional flood storage capacity. However, the stream which is
very incised and channelized would be re-established using natural channel design
techniques. This would provide better connection between the new floodplain and
stream improving both water quality and habitat in the system. It could also result in the
❑�❑ Kimley-Horn
� antl Associates,Inc.
re-establishment of the impacted wetlands as well as the creation of wetland areas
within the newly created floodplain.
Reach 7:
a) Adjust stream bed elevation using natural channel design techniques. This is needed to
increase channel capacity and flood storage. Conducting the channel work using this
method would improve habitat diversity.
Reach 8:
a) It is necessary to improve channel capacity in some of this section. This reach is likely
the most degraded of the reaches both from and geomorphic and ecological point of
view. As such, improving channel capacity and flood storage using natural channel
design techniques should be considered an improvement from an ecological uplift
perspective.
4.0 Conclusion and Proposed Alternative Selection
The proposed project seeks to improve flood attenuation while providing an overall
improvement in water quality and habitat. Flooding has been well documented along the
stream in the project area. Much of the stream and wetlands have been historically altered or
filled within the project area. Although the project does not propose to completely restore
these areas, it does propose to improve them by re-creating wetlands and salt marsh, using
natural channel design techniques for sections of stream that were historically altered,
removing historic fill in some locations, and by re-establishing a connection between the stream
and its floodplain. Areas that are relatively un-impacted will be preserved. As such, the
proposed design should be considered an acceptable alternative that meets the City's goals.
❑�❑ Kimley-Horn
� antl Associates,Inc.
5.0 Figures
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Legend
G���n�ill� Project Boundary
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Title Project V�icinity Map
Wisteria-Clearbrook Drainage Improvement
Pt'O�CCt Wilmington
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July 29,2011 011335033 1
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isteria-Clearbrook Drainage Improvements
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Legend 36 �u�'�µ�'��. '�µti � ^�° 5601 n 5725
j� � �� y4� �4� �� �� � � 5507 •
. �. � : ��;t��a�����„��� �, • 5725
ProjectBoundary ^ •��•�•�;-�•�:; ��-•� •
_•�:,ti.�:,.��"ti.�:.i�:,y,�Y..ti,.:� 5725
- ��.�.;,,, " •
Estuarine Shoreline (Normal High Water) ;4�'����"' �`;4�-�.� ss
L���" - .��.� � �� �72s
tl�4 5725
30-Foot Exclusion Zone 402 �'�`±,w�u�;��-�•� ss�a a,i
.� 4..
---- Estuarine ShorelineAEC � �:;�°'Y�WD4 s� � 15 Q�, ��µ �
� .-., .: r 5725 -
u � �ti�
Relatively Permanent Waters i�� �� ��.: / ss2o • : �6�
.�. . � . . . �
Section 404 Wetlands 406 � _ , �� 5725
5 19 �725 �
Coastal Wetlands � � � � + 5725 x�`' s�o
411 v •
� Property Parcels 410 �� 516 -� � i • • 5608
� 0 55�L2 5725 5725 •
Existing Stream Centerline � �' + � • ��� �� 5523 � 725 �
409 5725
Reach 1 � ' `� � � � � • � 5725 5612 � 560 -
414 �` � �, � • � •
� Reach 2 • "` ��, .�`� � <- e
� �,,:,.
� Reach 3 �13 .,� 5�25 �725 �614 Ghanceryp�
� Reach 4 � �_
� W' 561
� R2aCh 5 �417 ' 615 �725 � �5620
� Reach 6 � ".� � / `� �"'' �
! Reach 7 "' �r '� ` s�2s 5725 ,�
r�;.
421 �20 � r��.� • � �� .: 5624
Reach 8 � � w; w� •
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�08 � �602 c� �725
� `R:�` � �� 56 ���Q�
512 505 - � -
• • � �� � 621 ..c ._ +`
� 5725 Wj41 :.-
WF1�� � \ • 5725 ��` �
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. � .k�. - ti�-�
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�• � • • 623 5725 '�y WA2 1+�F �
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, �: _
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a �625
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�5725 �725
- �605 0 100 200 300 400
- h'ill� �609 631 Feet
=`WG2 �oas '
t
5725 *Aerial ro
Title Stream Reach Map - Shuney Street to Weeping Willow Drive
isteria-Clearbrook Drainage Improvements
Pt'O�CCt ilmington
��������� ew Hanover County,North Carolina
�r},t,,,{;v,�,�,��, Date Project Number Figure
July 29,2011 011335033 Sb
� a m�eY Ho,�
� dASSOCiateSlnc.
418 41 4 ; 7 7 f575 2�1 "' 04 5 �2 � ;
� � 573 � �/� • • 590 ��
419 �714 � �� 5 � /\ 5 1i 2 + �57 � 5904
i
� � • 5508 �718 �73 U�F �760 / . Cdh�efid � 5g • 5908
� �724 •57 3 Q�. :31 �h • •
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`5 5 �72 �s i� r "'�, ��'O� •
+�;„. • :p5 �51 �73 t�r�a<h 5755 y '�_ �� i 35 5806 �815 256
�r�� � �
. 5718 �• `"`8�� � •
572 � .
�521 `501 �571 • •57 "�74 �763 �39 '�a"' 266
•
��74 '
506 �500 57�2 �73 • 575 / 2`�3 23
+ 5725 �" *573 � '",.�75 l_, 4 � �
�600 5501 5725 � 572 • - ' 5814 �830 •258
i� ac � � � �* �57 57 �76 .� ,��� �5810 �
56 5725 5736 • ' 226
�o � �507 5725 • • � 2 f`" a �
Qoo' �"' • .5725 02 * 53 � f.� 1 $ sf
� ,°' 5725 • �60 � :763 ,,�' 5824 3
�, ,
�� �5518 • Q�� � 5725 � � � 5838 320
' ' 515 � 5601 57 " "�' �8 9 � 3 4 6�096�� .
WD� : � • �725 5604 • � 5832
,
..
��� 5 5725 �725 • 5605 560 �762 \ � � 5 � :828 , ; Le g e n d
j ' • � 5725 � •
I � � �i25��725 �608 �soo 5 � Project Boundary
\ v 5� • 5725 �-z� ; :824
5606 I" Estuarine Shoreline (Normal High Water)
��� ' �725 5612 5609 � 5601 � �,°F' , 5
.o�' + . ,�, • • • �+�. • ,r � � •
5725 56 Chancery PI 561 a ,, 11 581 30-Foot Exclusion Zone
5725 '� • • �c �605 , �0 • �
'"� '- • �ay • k 220� ---- Estuarine Shoreline AEC .f.
-;" �'�5 5725 � 5620 R4'rto�' :6 v �60 _ �.�f � 00 ��!
• • �dy �•� 334 � 3� � • 2 4 Relatively Permanent Waters
5725 5725 � � ° ` 3 � � •
• • �� �624 qZd� 3 `� 3 Section 404 Wetlands 5
i �s2a �aor • • Coastal Wetlands
� �i 5725 5725 "'� ' +���
`o • � •���2°WE ��oo � : 33 � Property Parcels
;6 � � ;�2s � \ � 561 Existing Stream Centerline
���/ ��2s ;*���oa ` • � �soa Reach 1
5725 '. w : 'r."� 5708
� 5725 WA1 "�"��� " �' • 5612;, 5609 Reach 2
' ' � ._w" 3�°.WA2�,�. �j ���2 ' •
�725 �725
� 5716 561 56 � Reach 3
- � • • •
� �� � Reach 4
�725 .5725 L... ".
', �720
5725 5725 �500 .,� 5600 / �-�. �724 �61 � Reach 5
• � �• "�� Reach 6
� ��2a
�'" � Reach 7
5725 ��� . v
��25 � � ;60 tia 'r m`�� 0 t 100 200 300 400 Reach 8
5725 5600 5600 �eStGr `I Om Feet
� � •560 � � ��'e<n�630 �� � 1 provided
Title Stream Reach Map - Weeping Willow Drive to Camelia Drive
Wisteria-Clearbrook Drainage Improvements
Pt'O�CCt wilmington
���j� ������� New Hanover County,North Carolina
tYl
�r��.�f�{;��,<�:��t Date Proj ect Number Figure
July 29,2011 011335033 Sc
� �K'nmley-HOrn
� d Associates,Inc.
406 ' ' " �561 �616
r 406 -, w-: � , � ' r � .
408 �405 - �"' . _,:^�''�._ �
d - -� � 405 W'�� � ,WF..1 � � d.
' - w;�WF2- - o -
ao� '' � ' ��
� 410 �� ' �F�
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409 � +�":z a��"�
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� 520 5601 5614 �
- ■ r � o
411 °�w;�i;� _ =S �' �"' O
� � 414
� � 414 �:, �, f , c¢�� �5605
413 �' �''.WC7�� �
416 ° �- `�' - �:�,; �� 5609
r rLc�,',... �,.: r
�/ � s2a `µ�;�x° tiiii�,00ast
417 • _ _., ` �.. �.,_
418 `s��r��... � -
- ° r .�� / / "a�-��:�WG2:r„-y
��' f �,Y�,:. ti-=li°ti�-°,"i�;F 570
418 . � �a , e�. �
417 -- .` r 'rw`y���'�`¢'+w`• , 5602 ��di
K•�„����;�� ■ 7
`.M._ � �� . �.�` ��
417 '�. ��. .�� ��µ�;•
WH`� i ■ ��' ��'w����.� �5606
tti � O �;x� �,� �: �... :: 5614
421 � o ��Yr�.��n��.� - ■
r '. o • a�;� , ti x`
422 p 422 i - ;�.��°
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426 i ' - �
r �
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425 r� �_ �:I:`�. ��426
N: '.• � 506
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& :.r� 429 •. '"`� r510
_. � � � � . .
, �
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.� � � . r �598 �
-�420 ' " Legend
� � �tricia pr �433 �
� \ 4 �
s424 : - Estuarine Shoreline (Normal High Water) Project Boundary
r q .
�,i: .
� ' ' 42 30-Foot Exclusion Zone Relatively Permanent Waters
� 437
� ■ Estuarine Shoreline AEC Existing Stream Centerline
� �502
� Improvement - Oxbow Creation Section 404 Wetlands
- :.�� :�
�N � �W2A �
; ; �,� Improvement -Vernal Pool Creation Coastal Wetlands
- � ,
506 j 501 �''
'-.� ' �, � ■ � '�` Improvements - Stream Channel New Culverts
..
CW � �,� � 0 100 200 300 400 Improvements - Salt Marsh Creation � Property Parcels
,� +� Feet
�s�o - rth Carolina
Title Proj ect Improvements -Patricia Drive to Shuney Street
isteria-Clearbrook Drainage Improvements
Pt'O�CCt ilmington
���j� ������� ew Hanover County,North Carolina
iVl
��:��<�f��;3�,f}:��k Date Project Number Figure
July 29,2011 011335033 6a
��/1 a�m�eY-Ha��
�� d Asso�ia�es,���.
' 339 - � 501 r5725
,2�- 510 -
_ Py��,y�.i� y�
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- - �u��`w�.�`^�`.��'=�r:.J:� DogwoodLn
Legend ��.�� �•��•���.
Y��.��.�..Y��.�; �5601 5507 r5725
'w���W���'-,���w���wn�`�,; '1
•+.,.y,+,.:,�:w'�+n,.y,+,.. :..:.�,a, "• ■ 5725 �';�:
Improvement - Oxbow Creation ���w��a"�:"��� �'��� � 5725
�.�--.�..•�+:y•R.�:.W�.��•-,"`..,.G. - ■ 5 2
� R° �'° � 5600
Improvement -Vernal Pool Creation 4����~��� 55 5�25 ■ ,
w�, r
��A�'y. .. ,�, � ��-
,� .�'����: ... ^ � �M .
Improvements - Stream Channel ����'��`'� � v,i 5725 a
, ���
,��,WD4 51 ,� �5518 15 Q��
,n:"a;',�a'�'N' � 5725 5601
Improvements - Salt Marsh Creation 401 _Y. _ w y � ■ � '` °
� � .ti ` , 5520 ` 5604
� ..._ � � r
Estuarine Shoreline (Normal High Water) ���'`� '� d �`-� . �f ' 5 19 �5725 �5725
� :�.�': - ;�� ".. :. �e�
30-Foot Exclusion Zone �411 . oa� "� : ���� + �5725 r �5605
5608
516 �° -�,�'!;�S 2 � �5725 �5725
G Estuarine Shoreline AEC � ■ oo� �- �5725 � � -
*._ 5 ,e:�:� , 552 5725 - �•
Project Boun dary 40 �° .��,� , ; ° • 5 m o .
�: �� R= �5725 �5612 � �5609
Relatively Permanent Waters -w,��' ��� � . �
°",�.�
� ..��;_•:,..' �5725 �5614 Ghanceryp� �561
__� Existing Stream Centerline - 5
, �
Section 404 Wetlands -WD5 f
561
615 m5725 . � 56�4
COaStal W@tlallClS 5620 ■
r� r � �' r ��
— ,� : _ .��
N@W CUIV@C'tS �L''� l`�� 5725 5725 �;. � ■.�
� 0 ��r-. .. � r z�! •. � �5624
� Property Parcels � °' • ���
WD3 :"�� .�"" 5628
- 619 �2�~�' _ r
- ,�� yWB1 .
�.: - r,e� / � 5725 5725 - µ�"`
504 � W�C 5601 � r 5700 •
r ' �'� �'�. � Qi ��� ` �
� _
� ��� 530 ,. 5605 � �.
�c 05 �E r � Wn� :+ " � `o �5725 '�rk�u �
�:: � � -
508 � � �.`� �,/ 5602 .c°' 5725 s �
� - . `. �... _• � Q/ ■
512 � � � �56 �¢,�'
r � ` ^ • _
s �� �621 s�2s WA 1 �-
,� WF1`.� � ■ 5725 . �=Ps��. .��....
�� ,�bt.'. \ ` - WA2=
� �`� 5606 �.
�_
A:.:.�,tl�,y �5 0 r616 623 � 5725 �5725 e �._"` . ".�"�"'r �. _ ,
_WF2.:�� ° r
WG,1. �^ ;�..,�� � _
�� Y �5725 r5725 �
*
625
r
�5601 �561 ;�;_ . � � �5500
5725 5725
5605 � � `
0 100 200 300 400
r 631 Feet
h'ill�oo �5609
ast r �, *Aerial prov" e
Title Proj ect Improvements - Shuney Street to Weeping Willow Drive
isteria-Clearbrook Drainage Improvements
Pt'O�CCt ilmington
���j� ������� ew Hanover County,North Carolina
iVl
��:��<�f��;3�,f}:��k Date Project Number Figure
July 29,2011 011335033 6b
� �K'nmley-HOrn
� d Associates,Inc.
418 �41 4 57 7 573 �575 *221 ' 5 04 5 �25 �250 252
• -
�714 � �7 5 � �r.. � 5 1i 2 �57 �90 �
419 � ��`,� � � 5904
5718 573 F 5760 / . Com � �
� � � • 5508 • • V�a • � ��id� 58 5908
oa � 5724 57 3 i � 231 � • �'
�o • • O • � 5912
5 5 0� �72 �. 57 ,o� . � •
• � � �505 �51 �73 St�r�a<�' � 5755 �� �i 35 5806 �815 �a�
�718 572 573 • � �256 ���
� .w
239 "�` 266
:21 ,501 :71 • :� �74 �763 � . ¢� 25
573 574 •
�500 5725 �5722 � 573 • �75 �243 i23
5830
�600 :501 :725 � �72 � 57 j 75 � 5814 � �258
� � 576 5810 � 262
�" •
5 5507 5725 5736 2 �57 ., ' �26 � � 259
• � 5725 • • � •
�,� � �5725 02 � 53 �` � 8
� �60 � 5763 3
� � ,�,i 5725 5 • 5824 �
�5518 Q�° � 5725 • , � 5838 320 l`,
�, � 515 5725 • 5601 �8 9 _ • 3 4 1 �509gi� �
5 � 5604 • j�q, 5832 • 3 �r� +Ik"g5
• � 5725 5725 � � " 5762 �� 5 5 � 2 6509 �
� , 5 • � � 5828 �R- g ��509 5
• � 5725 �605 �60 • ,,.�Y. 36 ; � 6509
� . �125 • 5608 :600 5 j ' 3 $ 33 3 1 i 23 650� s6509
�, � 22 5725 �725 ��' •
'- �824 3 � 5 �6509 :50
y��*t
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.� �� 1 b725 �612 5609 �, � 5601 � ��.. ` 5
; , • • , , • • 350 �509 :
�� , �, •
_ , +��`.`. ' - "� 5725 �61 Chancery PI �61 c� 5605 ,, �81 + �� '° , �509 �� 650
- J725 •
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:15 �725 • :620 . �-1-to��d561 � �60 ��"�; 329 * 00 � � �*�.., �50.g� .650
5725 5725 , • w 'y 3 � 7wl►i334 • � 4 t ; 65�� 9
pi • • , . :624 �9Zd• 3 m 3 0 �00 200 300 400
�o � '., :628 ��'d�r • • f Feet : 09R
� + 5725 50
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.
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� •5725 JVA1 �
,�� " ��os
��25 �725 " °��WA2 ``�' ���2 Improvement - Vernal Pool Creation Relatively Permanent Waters
�716 �
. , Improvements - Stream Channel Existing Stream Centerline
;
�5725 ��2s ', .;, �'°.5720 Improvements - Salt Marsh Creation '��' Section 404 Wetlands
,� �:.
��25 :soo �ssoo � ` '724 Estuarine Shoreline (Normal High Water) Coastal Wetlands
� ��
s�2s - - 30-Foot Exclusion Zone New Culverts
. �� .` �
5600 � 60 �60o ya'�`'estcr j: o�'\J Estuarine Shoreline AEC � Property Parcels
� 5604 , ,. _i°�e<n�630 //
• _ .y �,�,
Title Proj ect Improvements -Weeping Willow Drive to Camelia Drive
isteria-Clearbrook Drainage Improvements
Pt'O�CCt ilmington
���j� ������� ew Hanover County,North Carolina
iVl
��:��<�f��;3�,f}:��k Date Project Number Figure
July 29,2011 011335033 6c
��/1 a�m�eY-Ha��
�� d Asso�ia�es,���.
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��•Vn'�•yr'~ �� � N�_��' r�@ V:/ --�-i�'� OTHERFLOODAREAS
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•,i,,�-,.•.',-, � �. p ZONEX 9 P 9 9
4 ��_ mile;and areas protected by levees from 1°k annual chance flood
r �. `';.� �' � OTHERAREAS
'r' �� �� � • �•� � ZONE X Areas determined to be outside the 0.2°k annual chance floodplain
' � r -:
~ 'r I PROJECTBOUNDARY
O 4OO HOO ��ZOO ��VOO ' �� , � EXISTING STREAM CENTERLINE
Feet � ' _
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*FEMA FI �Map Pane13146 Accesse�i�IV�,Ffo,:�,„�a/►n Mappirr��lpforr►�ation S =,20�1�
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Title FEMAFIoodzone Map -Panel 3146, Effective Date 4/3/2006
Wisteria-Clearbrook Drainage Improvement
Pt'O�CCt Wilmington
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Title CAMAAdjacent Property Owners Map
Wisteria-Clearbrook Drainage Improvement
PrOjeCt Wilmington
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Title Affected Parcels
isteria-Clearbrook Drainage Improvements
Pt'O�CCt ilmington
���j� ������� ew Hanover County,North Carolina
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July 29,2011 011335033 9
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6.0 Tables
TABLE I-100YEAR MODEL
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HEC-RAS Modeling Results LEGEND W
m
0.00 REDUCTION IN WSEL FROM EXISTING
WISTERIA-CLEARBROOK DRAINAGE 0.00 INCREASE IN WSEL FROM EXISTING o
IMPROVEMENTS PROJECT �
m
D
PROPOSED PROPOSED V5. �
EXISTING CONDITIONS CONDITIONS EXISTING �
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0
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MODEL STATIONS ADDRE55 OF STRUCTURE WITH STRUCTURE FFE WSEL WSEL A WSEL r
LOWEST FFE FT FT FT
8862 5802 VERBENIA DR 21.91 19.90 18.78 -1.12
8762 22158TH ST 20.23 19.90 18.76 -1.14
CAMELIA LANE
8666 19.90 18.19 -1.71
8651 21.33 19.90 18.19 -1.71
8571 19.90 18.18 -1.72
8429 21.98 19.90 18.17 -1.73
8318 22.60 19.88 18.12 -1.76
8305 22.32 19.88 18.10 -1.78
WISTERIA LANE
8228 5706 W ISTERIA LN 23.95 17.28 17.18 -0.10
8213 17.26 17.17 -0.09
8126 17.22 17.12 -0.10
8001 5706 W ISTERIA LN 22.69 17.17 17.02 -0.15
GARDENIA LANE
7901 5706 W ISTERIA LN 23.42 16.54 15.59 -0.95
7789 330 AZALEA DR 21.47 16.35 15.08 -1.27
7588 334 AZALEA DR 21.10 16.04 14.58 -1.46
7365 340 AZALEA DR 20.61 15.77 14.10 -1.67
7325 15.74 14.02 -1.72
RUXTON WAY
7226 14.90 13.69 -1.21
7201 5704 RUXTON WAY 16.89 14.86 13.65 -1.21
7045 5700 RUXTON WAY 18.77 14.77 13.40 -1.37
6867 5628 RUXTON WAY 21.70 14.67 13.31 -1.36
6718 5624 RUXTON WAY 23.01 14.57 13.28 -1.29
6516 5620 CHANCERY PL 21.98 14.51 13.26 -1.25
6308 5614 CHANCERY PL 19.89 14.00 13.19 -0.81
6196 5725 BRITTAIN DR(MOBILE HOME PARK) 16.37 13.87 13.10 -0.77
6181 13.86 13.09 -0.77
WEEPING WILLOW
6119 13.81 12.78 -1.03
6104 5725 BRITTAIN DR(MOBILE HOME PARK) 15.26 13.81 12.76 -1.05
5989 13.75 12.64 -1.11
5912 13.72 12.50 -1.22
5902 5523 PLOVER CT 13.02 13.72 12.48 -1.24
PLOVER COURT
5803 13.68 12.49 -1.19
5793 5522 PLOVER CT 14.92 13.67 12.47 -1.20
5739 5520 PLOVER CT 14.36 13.67 12.46 -1.21
5686 13.66 12.44 -1.22
5676 13.66 12.44 -1.22
DOGWOOD LANE
5596 11.63 11.63 0.00
5547 516 DOGWOOD DR 13.72 11.59 11.59 0.00
5319 401SHUNEYST 12.65 10.75 10.66 -0.09
5058 409SHUNEYST 16.67 10.40 10.25 -0.15
4920 524 DOGWOOD DR 12.04 10.32 10.13 -0.19
DRIVEWAY CULVERT 3
4883 10.14 10.04 -0.10
4790 9.95 9.93 -0.02
DRIVEWAY CULVERT 2
4757 9.97 9.94 -0.03
4711 9.92 9.91 -0.01
DRIVEWAY CULVERT 1
4658 530 DOGWOOD DR 12.34 9.91 9.92 0.01
4598 9.86 9.88 0.02
4526 5609 BRITTAIN DR 12.65 9.80 9.76 -0.04
4511 9.79 9.75 -0.04
BRITTAIN DRIVE
4404 5614 BRITTAIN DR 15.08 9.75 9.57 -0.18
4389 9.74 9.55 -0.19
4240 5605 HILLWOODST 15.84 9.69 9.43 -0.26
4157 9.67 9.41 -0.26
4137 5601HILLWOODST 13.81 9.66 9.40 -0.26
SHUNEY STREET
4061 8.08 8.24 0.16
4046 8.03 8.15 0.12
3958 520 SHUNEY ST 14.17 8.02 8.11 0.09
3801 405 CLEARBROOK DR 11.87 7.09 7.14 0.05
3598 409 CLEARBROOK DR 16.16 6.59 6.61 0.02
3493 6.52 6.57 0.05
3387 413 CLEARBROOK DR 12 8.03 6.19 6.50 0.31
3362 6.06 6.36 0.30
CLEARBROOK DRIVE
3268 6.19 6.04 -0.15
3258 414 CLEARBROOK DR Z 6.44 6.18 6.01 -0.17
3118 5.88 5.51 -0.37
3038 422 CLEARBROOK DR 7.86 5.84 5.43 -0.41
2772 430 CLEARBROOK DR 11.06 5.72 5.06 -0.66
2529 5.44 4.77 -0.67
2446 430 SHARON DR 9.99 5.32 4.73 -0.59
2421 5.28 4.71 -0.57
PATRICIA DRIVE
2277 5428 PATRICIA DR 6.46 4.09 4.20 0.11
2267 4.05 4.20 0.15
2067 3.54 3.87 0.33
1930 3.44 3.49 0.05
1602 3.17 3.21 0.04
1353 2.94 2.99 0.05
GREENVILLE LOOP
1228 2.65 2.66 0.01
521 2.51 2.52 0.01
3 1.96 1.95 -0.01
2 1.93 1.92 -0.01
1 1.91 1.91 0.00
1 OF 1 7/29/2011
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TAB LE I I I A-404/401 STR EAM I M PACTS
404/401 STREAM/CHANNEL IMPACTS
Avera¢e Impact Area of Impact
Impact ID Tvpe of Impact Description Stream Name Perennial or Intermittent Tvpe of Jursidiction Plan Sheet
Stream Width Le� SQFT Acres
1TSA Temporary Salt Marsh Creation,Culvert Hewlett's Creek Perennial DWQand USACE 17 207 232 0.0053 I-3
1TSB Temporary Salt Marsh Creation,Culvert Hewlett's Creek Perennial DWQand USACE 14 177 1,126 0.0258 I-3
1TSC Temporary Benching,Culvert Hewlett's Creek Perennial DWQand USACE 10 200 539 0.0124 I-4
1TSRPW Temporary Culvert Hewlett's Creek Intermittent DWQand USACE 6 53 132 0.0030 I-4
2TSA Temporary Stream Rehabilitation Hewlett's Creek Perennial DWQand USACE 8 209 1,392 0.0320 I-4
2TSB Temporary Culvert Hewlett's Creek Perennial DWQand USACE 10 51 245 0.0056 I-5
3TSA Temporary Culvert Hewlett's Creek Perennial DWQand USACE 6 47 191 0.0044 I-5
3TSB Temporary Culvert Hewlett's Creek Perennial DWQand USACE 6 69 451 0.0104 I-5,I-6
3TSRPW Temporary Stream Relocation Hewlett's Creek Intermittent DWQand USACE 6 27 59 0.0014 I-5,I-6
4TSA Temporary Culvert Hewlett's Creek Perennial DWQand USACE 6 40 176 0.0040 I-6
4TSB Temporary Culvert Hewlett's Creek Perennial DWQand USACE 6 160 768 0.0176 I-6,I-7
4TSC Temporary Culvert Hewlett's Creek Perennial DWQand USACE 7 51 425 0.0098 I-7,I-8
4TSRPW Temporary Culvert Hewlett's Creek Intermittent DWQand USACE 7 100 300 0.0069 I-6
STSA Temporary Benching,Profile Adjustment Hewlett's Creek Perennial DWQand USACE 5 152 546 0.0125 I-7,I-8
STSB Temporary Benching,Profile Adjustment Hewlett's Creek Perennial DWQand USACE 3 234 1,032 0.0237 I-8,I-9
6TSA Temporary Stream Relocation,Culvert Hewlett's Creek Intermittent/Perennial DWQand USACE 5 1,079 4,700 0.1079 I-8,I-9,I-10,I-11,I-13
7TSA Temporary Benching,Profile Adjustment Hewlett's Creek Perennial DWQand USACE 10 612 5,880 0.1350 I-10,I-11,I-12
8TSA Temporary Profile Adjustment Hewlett's Creek Intermittent DWQand USACE 8 260 1,404 0.0322 I-11,I-12
8TSB Temporary Profile Adjustment Hewlett's Creek Intermittent DWQand USACE 8 378 2,283 0.0524 I-12
TOTAL 4,107 21,881 0.5023
1PSB Permanent Culvert Hewlett's Creek Perennial DWQand USACE 14 12 215 0.0049 I-3
1PSRPW Permanent Culvert Hewlett's Creek Intermittent DWQand USACE 7 94 345 0.0079 I-3
2PSA Permanent Culvert Hewlett's Creek Perennial DWQand USACE 10 4 42 0.0010 I-4
2PSB Permanent Culvert Hewlett's Creek Perennial DWQand USACE 10 8 87 0.0020 I-5
2PSRPW Permanent Culvert Hewlett's Creek Intermittent DWQand USACE 6 84 147 0.0034 I-4
3PSA Permanent Culvert Hewlett's Creek Perennial DWQand USACE 6 5 28 0.0006 I-5
4PSB Permanent Culvert Hewlett's Creek Perennial DWQand USACE 6 9 23 0.0005 I-6,I-7
4PSC Permanent Culvert Hewlett's Creek Perennial DWQand USACE 7 9 33 0.0008 I-7,I-8
SPSA Permanent Culvert Hewlett's Creek Perennial DWQand USACE 4 4 33 0.0008 I-7,I-8
SPSB Permanent Culvert Hewlett's Creek Perennial DWQand USACE 3 4 13 0.0003 I-8,I-9
6PSA Permanent Culvert Hewlett's Creek Intermittent/Perennial DWQand USACE 5 8 58 0.0013 I-8,I-9
7PSA Permanent Culvert Hewlett's Creek Perennial DWQand USACE 10 13 307 0.0070 I-10,I-11
8PSB Permanent Culvert Hewlett's Creek Intermittent DWQand USACE 8 13 73 0.0017 I-12
8PSC Permanent Culvert Hewlett's Creek Intermittent DWQand USACE 8 15 38 0.0009 I-12
TOTAL 283 1,442 0.0331
TABLE III B-404/401 WETLAND IMPACTS
404/401 WETLAND IMPACTS*
Tvpe of Area of Impact
Impact ID Description Tvpe of Wetland Forested Tvpe of Jurisdiction Plan Sheet
�m��a�t SQFT Acres
1TWA Temporary Marsh Creation Disturbed CGS** No DWQ and USACE 1030 0.0236 I-3
1TWB Temporary March Creation Disturbed CGS** Yes DWQ and USACE 913 0.0210 I-3
1TWC Temporary Access Disturbed CGS** Yes DWQ and USACE 230 0.0053 I-3, I-4
2TWB Temporary Culvert Disturbed BLH*** Yes DWQand USACE 971 0.0223 I-5
3TWA Temporary Culvert Disturbed BLH*** Yes DWQand USACE 435 0.0100 I-5
3TWB Temporary Culvert Disturbed BLH*** Yes DWQand USACE 693 0.0159 I-5, I-6
4TWC Temporary Culvert Disturbed BLH*** Yes DWQand USACE 436 0.0100 I-7, I-8
STWB Temporary Culvert Disturbed BLH*** No DWQand USACE 270 0.0062 I-8, I-9
6TWA Temporary New Flood Plain Disturbed BLH*** Yes DWQand USACE 14836 0.3406 I-9, I-13
6TWB Temporary New Flood Plain Disturbed BLH*** Yes DWQand USACE 10665 0.2448 I-10
TOTAL 30479 0.6997
4PWC Permanent Culvert Disturbed BLH*** Yes DWQand USACE 70 0.0016 I-7, I-8
TOTAL 70 0.0016
*These overlap with the CAMA impacts. See Impact Plan sheets.
**Tidal Cypress Gum Swamp
***Bottomland Hardwood Forest
TABLE III C-CAMA WETLAND IMPACTS
CAMA WETLAND IMPACTS*
Length Width '4vg.Existing Final Project qrea of Impact
Impact ID Type of Impact Type of Wetland Forested Elevation Elevation
ft ft ft ft sqft ac
Upland Excavation in 30'Exclusion Zone Excavation Disturbed CGS** No 48 14 2.9 1 731 0.017
Upland Excavation in 75'AEC Excavation Disturbed CGS** No 41 45 3 1.1 1,836 0.042
Upland Excavation out of 75'AEC Excavation Disturbed CGS** No 232 162 4.5 1 19,118 0.439
Wetland Excavation in 30'Exclusion Zone Excavation Disturbed CGS** No 37 22 2.1 1.3 862 0.020
Wetland Excavation in 75'AEC Excavation Disturbed CGS** No 16 9 2.1 1.7 164 0.004
Wetland Excavation out 75'AEC Excavation Disturbed CGS** No 50 18 3.2 0.7 913 0.021
Upland Fill out of 75'AEC Fill Disturbed CGS** No 110 17 2 4 1,820 0.042
Wetland Fill out of 75'AEC Fill Disturbed CGS** No 52 12 1.2 0 233 0.005
Total Area 25,678 0.589
*Impacts overlap with the 404/401 impacts.See Impact Plan sheets.
**Tidal Cypress Gum Swamp
TABLE IV-CAMA ADJACENT PROPERTY OWNERS
CAMA ADJACENT PROPERTY OWNERS
*Source-New Hanover County Register of Deeds-Current 11 Ju12011
Referenced
Map Parcel Street Address Property Owner Parcel ID
1 5424 Patricia Dr LEVESQUE CHRISTOPHER S R06213-002-007-000
2 5420 Patricia Dr PARKER JANET H R06213-002-008-000
3 5416 Patricia Dr WITTMER DAVID O ETUX R06213-002-009-000
4 5412 Patricia Dr HORAK ANTHONY Z ETAL R06213-002-010-000
5 5408 Patricia Dr THOMPSON ADAM R06209-010-001-000
6 5404 Patricia Dr IVEYJOHNNYA R06209-010-002-000
7 430 Sharon Dr REED BRUCE J WILMA J R06213-003-001-000
8 426 Sharon Dr FLOOD RONALD EUGENE LASHANA P R06209-008-001-000
9 422 Sharon Dr DARDEN RICHARD S KATHY E R06209-008-002-000
10 421 Sharon Dr NEW HANOVER COUNTY WATER/SEWER R06209-007-013-000
11 425 Sharon Dr RIDOUT JOSEPH BROCK SARAH C R06209-007-014-000
12 429 Sharon Dr NEW HANOVER COUNTY R06213-004-001-000
13 5428 Patricia Dr BENOIT PROPERTIES LLC R06213-002-006-000
14 514 Clear Brook Dr THOMPSON JENNIFER J PHILIP A R06213-002-002-000
15 510 Clear Brook Dr SMITH JAMES ROBERT III R06213-002-003-000
16 506 Clear Brook Dr HAYES RAYMOND M III R06213-002-004-000
17 502 Clear Brook Dr MIDGETTJOHN DAMERON ETAL R06213-002-005-000
18 434 Clear Brook Dr PAUL HOLDINGS LLC R06213-004-002-000
19 430 Clear Brook Dr RIDOUT JOSEPH BROCK SARAH C R06213-004-003-000
20 426 Clear Brook Dr HUMPHRIES GREGORY THOMAS R06209-007-001-000
21 513 Clear Brook Dr ROBERTS RICHARD THOMAS R06213-005-007-000
22 517 Clear Brook Dr SIMMONS EDWARD E R06213-005-008-000
TABLE V-AFFECTED PROPERTY OWNERS
Street No Street suffix City Zip Code Owner Name Owner St.No. Owner street suffix OWNER DIR PO BOX Box No City OWNER STAT Zip CLA55
340 AZALEA DR WILMINGTON 28409 BAKER ROBERT N JR MARY ELLEN 340 AZALEA DR WILMINGTON NC 28409 RES
336 AZALEA DR WILMINGTON 28409 BARTH THOMAS J SUSAN T 336 AZALEA DR WILMINGTON NC 28409 RES
5712 RUXTON WAY WILMINGTON 28409 BASS GREGORY P HOLLY M 5712 RUXTON WAY WILMINGTON NC 28409 RES
5704 RUXTON WAY WILMINGTON 28409 BB&T 0 PO BOX 1847 WILSON NC 27894 RES
413 SHARON DR WILMINGTON 28409 BENOIT BRUCE R MARION S LIV TRUST 409 SHARON DR WILMINGTON NC 28409 RES
409 SHARON DR WILMINGTON 28409 BENOIT BRUCE R MARION S LIV TRUST 409 SHARON DR WILMINGTON NC 28409 RES
5428 PATRICIA DR WILMINGTON 28409 BENOIT PROPERTIES LLC 409 SHARON DR WILMINGTON NC 28409 RES
520 SHUNEY ST WILMINGTON 28409 BESECKER CHARLES H III MARLENE 520 SHUNEY ST WILMINGTON NC 28409 RES
418 CLEARBROOK DR WILMINGTON 28409 BETAG ANNA M ANDREW LESLIE BROT 418 CLEARBROOK DR WILMINGTON NC 28409 RES
231 58TH ST WILMINGTON 28409 BIBBJON DOUGLAS ETAL 231 58TH ST WILMINGTON NC 28409 RES
5624 RUXTON WAY WILMINGTON 28409 BISSETTE DONALD W ANITA C 5624 RUXTON WAY WILMINGTON NC 28409 RES
417 SHUNEY ST WILMINGTON 28409 BLACKMON JAVIS E BARBARA 417 SHUNEY ST WILMINGTON NC 28409 RES
410 SHARON DR WILMINGTON 28409 BOTTS LAURANCE BRACEY ETUX 410 SHARON DR WILMINGTON NC 28409 RES
5762 GARDENIA LN WILMINGTON 28409 BOYDJAMESSJANELLF 5762 GARDENIA LN WILMINGTON NC 28409 RES
221 58TH ST WILMINGTON 28409 BRIDGMANEMILYDAVIS 221 58TH ST WILMINGTON NC 28409 RES
620 DOGWOOD LN WILMINGTON 28409 BRITTAIN A S JR FRANCES P 0 *** PO BOX 61 WRIGHTSVILLE BEACH NC 28480 RES
522 DOGWOOD LN WILMINGTON 28409 BRITTAIN A S JR FRANCES P 0 *** PO BOX 61 WRIGHTSVILLE BEACH NC 28480 RES
5605 BRITTAIN DR WILMINGTON 28409 BRITTAIN AUGUSTSJR 0 *** PO BOX 61 WRIGHTSVILLE B. NC 28480 RES
516 SHUNEY ST WILMINGTON 28409 BRITTAIN AUGUSTSJR 0 PO BOX 61 WRIGHTSVILLE B. NC 28480 RES
528 SHUNEY ST WILMINGTON 28409 BRITTIAN AUGUST SCHUSTER III 620 DOGWOOD LN WILMINGTON NC 28409 RES
5520 PLOVER CT WILMINGTON 28409 BUCHANAN MARGO ETAL 5520 PLOVER CT WILMINGTON NC 28409 RES
417 CLEARBROOK DR WILMINGTON 28409 BYRD KATHERINE E 417 CLEARBROOK DR WILMINGTON NC 28409 RES
5760 CAMELLIA LN WILMINGTON 28409 CALDWELL LEE W 5760 CAMELLIA LN WILMINGTON NC 28409 RES
616 DOGWOOD LN WILMINGTON 28409 CANNON DONNIE LJR LISA K 616 DOGWOOD LN WILMINGTON NC 28409 RES
339 SHUNEY ST WILMINGTON 28409 CAPPS ROBIN JOHN ETAL 86 RAVENCROFT RD AJAX Ontario Canada L1T 1 RES
5501 GREENVILLE LO RD WILMINGTON 28409 CAROLINA POWER&LIGHT 0 RALEIGH NC 27698 ST
239 58TH ST WILMINGTON 28409 CARPENTER PARKS ELIZABETH 239 58TH ST WILMINGTON NC 28403 RES
413 SHUNEY ST WILMINGTON 28409 CARRERASALVATORE FRANK 413 SHUNEY ST WILMINGTON NC 28409 RES
5605 JUDIA LN WILMINGTON 28409 CHUMBLEY PETER T CATHY B 5940 LAKE BRANDT RD GREENSBORO NC 27455
5734 VERBENIA DR WILMINGTON 28409 CLEMENS JEFFREY WAYNE 1309 CAROLINA BEACH AVE N CAROLINA BEACH NC 28428 RES
5601 HARVEST GRO�LN WILMINGTON 28409 CONNELLY MICHAEL D LINDA N 5601 HARVEST GROVE LN WILMINGTON NC 28409 RES
5609 HILLWOOD ST WILMINGTON 28409 COOPER ROSALIND HOFFMAN 5609 HILLWOOD ST WILMINGTON NC 28409 RES
422 SHARON DR WILMINGTON 28409 DARDEN RICHARD S KATHY E 422 SHARON DR WILMINGTON NC 28409 RES
405 SHARON DR WILMINGTON 28409 DRAKE JAMES F JUDITH M 621 MALLARD ROOST DR BURGAW NC 28425 RES
5602 HILLWOOD ST WILMINGTON 28409 DUNTON JOSEPH J ETAL 5602 HILLWOOD ST WILMINGTON NC 28409 RES
5620 CHANCERY PL WILMINGTON 28409 FENLEY RELF A LISA M 5620 CHANCERY PL WILMINGTON NC 28409 RES
426 SHARON DR WILMINGTON 28409 FLOOD RONALD EUGENE LASHANA P 426 SHARON DR WILMINGTON NC 28409 RES
624 DOGWOOD LN WILMINGTON 28409 FOTI TINA N 624 DOGWOOD LN WILMINGTON NC 28409 RES
5519 PLOVER CT WILMINGTON 28409 FRIEDRICHSADAMRYAN 5519 PLOVER CT WILMINGTON NC 28409 RES
5518 PLOVER CT WILMINGTON 28409 FRIEDRICHS SHANNON LEIGH ETAL 5518 PLOVER CT WILMINGTON NC 28409 RES
623 DOGWOOD LN WILMINGTON 28409 FUNDERBURK CONNIE G CAROLYN C 623 DOGWOOD LN WILMINGTON NC 28409 RES
5602 HARVESTGRO�LN WILMINGTON 28409 GLATTTHOMASAJRJENNIFERL 5602 HARVESTGROVE LN WILMINGTON NC 28409 RES
405 CLEARBROOK DR WILMINGTON 28409 GOLIGHTLY PAUL R MARGARET A 405 CLEARBROOK DR WILMINGTON NC 28409 RES
401 CLEARBROOK DR WILMINGTON 28409 GORDON LACEY D ETAL 401 CLEARBROOK DR WILMINGTON NC 28409 RES
5628 RUXTON WAY WILMINGTON 28409 GRIFFITH DEAN PATRICIA 5628 RUXTON WAY WILMINGTON NC 28409 RES
413 CLEARBROOK DR WILMINGTON 28409 GRUNFELDERSTEPHENJ 0 POBOX 12303 WILMINGTON NC 28405 RES
520 DOGWOOD LN WILMINGTON 28409 GUARINO WILLIAM JACQUELINE 409 SHUNEY ST WILMINGTON NC 28409 RES
409 SHUNEY ST WILMINGTON 28409 GUARINOWILLIAM PJACQUELINE 409 SHUNEY ST WILMINGTON NC 28409 RES
5705 BRITTAIN DR WILMINGTON 28409 HARDIN THOMASJ III ETAL 5705 BRITTAIN DR WILMINGTON NC 28409 RES
334 AZALEA DR WILMINGTON 28409 HARTYTHOMASAMARLENE M 334 AZALEA DR WILMINGTON NC 28409 RES
5600 HARVEST GRO�LN WILMINGTON 28409 HARVEST GROVE HOA INC 0 PO BOX 3043 WILMINGTON NC 28406 HOA
506 CLEARBROOK DR WILMINGTON 28409 HAYES RAYMOND M III 506 CLEARBROOK DR WILMINGTON NC 28409 RES
414 CLEARBROOK DR WILMINGTON 28409 HENDERSON ALICE B ETAL 23 SUMMIT WLK WILMINGTON NC 28401 RES
365 CLEARBROOK DR WILMINGTON 28409 HERRING DORIS F 365 CLEARBROOK DR WILMINGTON NC 28409 RES
411 SHUNEY ST WILMINGTON 28409 HINSON RICHARD A NIMARA T 411 SHUNEY ST WILMINGTON NC 28409 RES
5610 BRITTAIN DR WILMINGTON 28409 HOLLAND ROBERT W JR ELIZABETH S 5614 BRITTAIN DR WILMINGTON NC 28409 RES
5614 BRITTAIN DR WILMINGTON 28409 HOLLAND ROBERT WM JR ELIZABETH S 5614 BRITTAIN DR WILMINGTON NC 28409 RES
5605 LANDS END CT WILMINGTON 28409 HOLSTEN ROBERT B PATRICIA L 5605 LANDS END CT WILMINGTON NC 28409 RES
426 CLEARBROOK DR WILMINGTON 28409 HUMPHRIESGREGORYTHOMAS 426 CLEARBROOK DR WILMINGTON NC 28409 RES
5804 GARDENIA LN WILMINGTON 28409 KINNEYWALTERJUDY 5804 GARDENIA LN WILMINGTON NC 28409 RES
530 DOGWOOD LN WILMINGTON 28409 KNIGHTELIZABETH M 616 DOGWOOD LN WILMINGTON NC 28409 RSW
5725 BRITTAIN DR WILMINGTON 28409 KUBECK BRUCE A 0 PO BOX 10900 WILMINGTON NC 28404 COM
5700 RUXTON WAY WILMINGTON 28409 LAAKMANN THOMAS SUSAN 5700 RUXTON WAY WILMINGTON NC 28409 RES
409 CLEARBROOK DR WILMINGTON 28409 LABORDEDANIELLEJ 409 CLEARBROOK DR WILMINGTON NC 28403 RES
5600 WOODLAND TF*** WILMINGTON 28409 LEDGETT CONSTANCE H
5424 PATRICIA DR WILMINGTON 28409 LEVESQUECHRISTOPHERS 5424 PATRICIA DR WILMINGTON NC 28409 RES
5763 WISTERIA LN WILMINGTON 28409 LORD ROBERT H JOYCE P 5763 WISTERIA LN WILMINGTON NC 28409 RES
518 DOGWOOD LN WILMINGTON 28409 MACDONALD AMY LYN 518 DOGWOOD LN WILMINGTON NC 28409 RES
619 DOGWOOD LN WILMINGTON 28409 MAUCKJOHN O 619 DOGWOOD LN WILMINGTON NC 28409 RES
625 DOGWOOD LN WILMINGTON 28409 MCADAMS BRENDAG BENNETT 625 DOGWOOD LN WILMINGTON NC 28409 RES
5724 RUXTON WAY WILMINGTON 28409 MERRITT DONALD E BETSY V 5724 RUXTON WAY WILMINGTON NC 28409 RES
5728 RUXTON WAY WILMINGTON 28409 MERRITT DONALD E BETSY V 5724 RUXTON WAY WILMINGTON NC 28409 RES
5631 OAK BLUFF LN WILMINGTON 28409 METZGER THOMAS M ETAL 5631 OAK BLUFF LN WILMINGTON NC 28409 RES
502 CLEARBROOK DR WILMINGTON 28409 MIDGETTJOHN DAMERON ETAL 502 CLEARBROOK DR WILMINGTON NC 28409 RES
615 DOGWOOD LN WILMINGTON 28409 MILLARD LUTHER R JR ANN T 615 DOGWOOD LN WILMINGTON NC 28409 RES
5601 LANDS END CT WILMINGTON 28409 MILLIGAN JOHN JANICE K 5601 LANDS END CT WILMINGTON NC 28409 RES
5609 LANDS END CT WILMINGTON 28409 MURTAGH GARY F JEAN C 5609 LANDS END CT WILMINGTON NC 28409 RES
429 SHARON DR WILMINGTON 28409 NEW HAN CNTY 230 MARKET PLACE DR 190 WILMINGTON NC 28403 GOV
5405 GREENVILLE LO RD WILMINGTON 28409 NEW HAN CNTY WATER/SEWER 320 CHESTNUT ST WILMINGTON NC 28401 GOV
421 SHARON DR WILMINGTON 28409 NEW HAN CNTY WATER/SEWER 320 CHESTNUT ST WILMINGTON NC 28401 GOV
417 SHARON DR WILMINGTON 28409 NEW HAN CNTY WATER/SEWER 320 CHESTNUT ST WILMINGTON NC 28401 GOV
421 SHUNEY ST WILMINGTON 28409 NEWTON JERRY W DARLINE B 421 SHUNEY ST WILMINGTON NC 28403 RES
5716 RUXTON WAY WILMINGTON 28409 OGORCHOCK DANIEL G PATRICIA F 5716 RUXTON WAY WILMINGTON NC 28403 RES
5616 CHANCERY PL WILMINGTON 28409 OLSEN BARBARAC 5616 CHANCERY PL WILMINGTON NC 28409 RES
5736 VERBENIA DR WILMINGTON 28409 PARKAVEBAPTISTCHURCH 5419 PARK AVE WILMINGTON NC 28403 REL
243 58TH ST WILMINGTON 28409 PARKERJANET H 243 58TH ST WILMINGTON NC 28409 RES
5420 PATRICIA DR WILMINGTON 28409 PARKERJANETH 243 58TH ST WILMINGTON NC 28409 RES
410 CLEARBROOK DR WILMINGTON 28409 PATE ROBERT GLENN
410 CLEARBROOK DR WILMINGTON 28409 PATE ROBERTGLENN HRS 410 CLEARBROOK DR WILMINGTON NC 28409 RES
434 CLEARBROOK DR WILMINGTON 28409 PAUL HOLDINGS LLC 13 ISLAND DR WRIGHTSVILLE B. NC 28480 RES
5614 CHANCERY PL WILMINGTON 28409 PHILPOTT ROBERTJ REBECCA W 5614 CHANCERY PL WILMINGTON NC 28409 RES
1121 MILITARY Cl.RD WILMINGTON 28405 PIERSON ANDREW MAXWELL
0 EIDER LN WILMINGTON 28409 POND CROSSING HOA 0 PO BOX 3643 WILMINGTON NC 28406 HOA
5750 CAMELLIA LN WILMINGTON 28409 POWLAS CHARLES LEROY DAPHNE W 5750 CAMELLIA LN WILMINGTON NC 28409 RES
5600 HARVESTGRO�LN WILMINGTON 28409 RACKLEY WELDON P PATA 5600 HARVESTGROVE LN WILMINGTON NC 28409 RES
217 58TH ST WILMINGTON 28409 RAILEYISAACJ 4809 CONTENDER DR RALEIGH NC 27603 RES
418 SHARON DR WILMINGTON 28409 RAINES MELWOOD PAULJR HRS 5312 IVOCET DR WILMINGTON NC 28409 RES
524 SHUNEY ST WILMINGTON 28409 REASON MARY BRITTIAN 109 DRAKE RD HAMPSTEAD NC 28443 RES
430 CLEARBROOK DR WILMINGTON 28409 RIDOUTJOSEPH BROCKSARAH C 430 CLEARBROOK DR WILMINGTON NC 28409 RES
425 SHARON DR WILMINGTON 28409 RIDOUTJOSEPH BROCKSARAH C 430 CLEARBROOK DR WILMINGTON NC 28409 RES
214 58TH ST WILMINGTON 28409 ROBERTS KENNETH W
5741 VERBENIA DR WILMINGTON 28409 ROBERTS KENNETH W 214 58TH ST WILMINGTON NC 28409 RES
5720 RUXTON WAY WILMINGTON 28409 ROBERTSON MAX V JR ROSEMARIE D 5720 RUXTON WAY WILMINGTON NC 28409 RES
621 DOGWOOD LN WILMINGTON 28409 ROGERS SARA NANCY 621 DOGWOOD LN WILMINGTON NC 28409 RES
235 58TH ST WILMINGTON 28409 ROMONDETTAROBERTJ 235 58TH ST WILMINGTON NC 28409 RES
422 CLEARBROOK DR WILMINGTON 28409 RUDDERJOY BRETT WELLS 422 CLEARBROOK DR WILMINGTON NC 28409 RES
516 DOGWOOD LN WILMINGTON 28409 SAVIANO LISA P 633 BROOKBEND DR WILMINGTON NC 28411 RES
5708 RUXTON WAY WILMINGTON 28409 SCHEU DAVID R SR DEBORAH H 5708 RUXTON WAY WILMINGTON NC 28409 RES
5522 PLOVER CT WILMINGTON 28409 SCHROEDER DAVID 810 CEDAR RAMBLE LN WILMINGTON NC 28411 RES
5634 OAK BLUFF LN WILMINGTON 28409 SCOTT WILLIAM F ELIZABETH J 5634 OAK BLUFF LN WILMINGTON NC 28409 RES
508 SHUNEY ST WILMINGTON 28409 SIBBETT BONNIE H 508 SHUNEY ST WILMINGTON NC 28409 RES
512 SHUNEY ST WILMINGTON 28409 SIBBETT BONNIE H 508 SHUNEY ST WILMINGTON NC 28409 RES
218 58TH ST WILMINGTON 28409 SIEGERTRANDYLANGELAJ 218 58TH ST WILMINGTON NC 28409 RES
5738 VERBENIA DR WILMINGTON 28409 SIEGERTRANDYLANGELAJ 218 58TH ST WILMINGTON NC 28409 RES
510 CLEARBROOK DR WILMINGTON 28409 SMITH JAMES ROBERT III 510 CLEARBROOK DR WILMINGTON NC 28409 RES
401 SHUNEY ST WILMINGTON 28409 SMITH LANCE L LINDA B
401 SHUNEY ST WILMINGTON 28409 SMITH SCOTT 401 SHUNEY ST WILMINGTON NC 28409 RES
421 CLEARBROOK DR WILMINGTON 28409 SOUCIEDANAA 421 CLEARBROOK DR WILMINGTON NC 28409 RES
505 SHUNEY ST WILMINGTON 28409 SOUTHERN CONNECTION LIMITED 0 PO BOX 170 WRIGHTSVILLE BEACH NC 28480 RES
5601 HILLWOOD ST WILMINGTON 28409 SPENCER W GAIL RUSSELL 5601 HILLWOOD ST WILMINGTON NC 28409 RES
514 DOGWOOD LN WILMINGTON 28409 STEVENS DARREN DIANA 6833 LANDINGHAM DR WILLOW SPRING NC 27592 RES
5630 OAK BLUFF LN WILMINGTON 28409 STEVENS KELLY LEIGH HELEN WARD 5630 OAK BLUFF LN WILMINGTON NC 28409 RES
5763 GARDENIA LN WILMINGTON 28409 STUART LINDA D HRS ETAL 5763 GARDENIA LN WILMINGTON NC 28409 RES
514 CLEARBROOK DR WILMINGTON 28409 THOMPSONJENNIFERJ PHILIPA 514 CLEARBROOK DR WILMINGTON NC 28409 RES
430 SHARON DR WILMINGTON 28409 TREANOR MARK T CRYSTAL L ETAL 430 SHARON DR WILMINGTON NC 28409 RES
330 AZALEA DR WILMINGTON 28409 TRIPPJOEJASON 330 AZALEA DR WILMINGTON NC 28409 RES
414 SHARON DR WILMINGTON 28409 VANETTEN STEVEN C ETAL 414 SHARON DR WILMINGTON NC 28409 RES
5762 WISTERIA LN WILMINGTON 28409 VEDOVIJUSWALD 5762 WISTERIA LN WILMINGTON NC 28409 RES
5802 VERBENIA DR WILMINGTON 28409 VERZAAL PAUL W M F D CHRISTIAN 5802 VERBENIA DR WILMINGTON NC 28409 RES
5618 WOODLAND TF*** WILMINGTON 28409 WARD DAVID R GAYLE ETAL 5500 WOODLAND TRACE WILMINGTON NC 28409 RES
5604 HARVEST GRO�LN WILMINGTON 28409 WARD DAVID R GAYLE L 5500 WOODLAND TRACE *** WILMINGTON NC 28409 RES
5613 LANDS END CT WILMINGTON 28409 WILLIAMS JOHN F KAREN J 5613 LANDS END CT WILMINGTON NC 28409 RES
5810 CAMELLIA LN WILMINGTON 28409 WISTERIA PLACE HOA INC 133 GAZEBO CT WILMINGTON NC 28409 HOA
5651 GREENVILLE LO RD WILMINGTON 28409 WOODY R CJR 5645 GREENVILLE LOOP RD WILMINGTON NC 28409 RDW
5645 GREENVILLE LO RD WILMINGTON 28409 WOODY R C JR
5523 PLOVER CT WILMINGTON 28409 WRIGHTANGELAHOPE 5523 PLOVER CT WILMINGTON NC 28409 RES
5605 HILLWOOD ST WILMINGTON 28409 YOUNG EMILY ROGER L 5605 HILLWOOD ST WILMINGTON NC 28409 RES
100 HOOKER RD WILMINGTON 28403 RUSSELCAROL
7.0 Appendices
Appendix 1
Permit Drawings
Appendix 2A
Signed Jurisdictional Determination
��❑ Kimley-Horn
� antl Associates,Inc.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTR.ICT
Action Id. SAW-2009-Q0127 County: New Hanover U.S.G.S. Quad: Wri�htsviIle
NOTTFICATTON OF JURI5DICTIONAL DETERMINATION
Property Owner/Agent: Citv of Wi[min�ton,Public Services Department
Address: Attn: Dave Maves,Stormwater Services
P.O.Box 1810
;
Wilrt�in�ton,NC 28402 :
Telephone No.: 910-343-4777 =�
a
Property description:
Size{acres) Approx 2.0 Nearest Town Wilmin�ton
Nearest Waterway Hewletts Creek River Basin Ca�e,Fear
USGS HUC 03fl30001 Coordinates N 34.2033 W-77.8539
Location description The Wisteria/Clearbrook Drai�a e Pro'ect area is located alon a Ci of Wilmin ton draina e
easement north and west af Greenville Loop,beginnin�at veri�ed coastal wetlands located iust south of Patricia Drive
and terminatin at the intersection of 58�h Street and CamelIia Lane Wilmdn ton New Hanover Count North `�'
Carolina.
�
Indicate W�ich af the Followin�A_p�ly:
A. Preliminary Determination
Based on preliminary inFormation,there may be wetlands on the above described property. We strangly suggest you ha�e
4 this property inspected to determine the extent af Department of the Army{DA)jurisdiction. To he considered final,a
jurisdictianal determination must be verified hy the Corps. This preliminary determination is not an appealahle action
under the Regulatory Frogram Administrative Appeal Process(Reference 33 CFR Part 331).
B. Approved Determinatian
m There are Navigable Waters of the United States within the above describecf project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section�04 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.includin wetlands on the above described ro'ect area sub'ect to the ermit �
' ' , t r A,,,, (CWA.�(33 USC�1344). Unless there is a chan�e in the law or "`
requ�rements of Section�04 of the Ctean Wa,e,,.,.,,,;ct._,.,..,,,.,,_...,...._._.._.,_. �
our�ublished re�ulatians,this deEermination mav be,retied„upon,for,a�eriod not to exceed five vears from the date
of this notification.
We sYrongly suggest you have the wetlands on yaur property delineated. Due to the size of your property andlor our '
present workload,the Corps may not be able to accorr►plish this weEland delineation in a time�y manner. For a more timely
deli�eation,you may wish to obtain a consultani. To be considered finat, any delineation must be verified hy the Corps.
_ The waters of the U.S. inc3uding wetland on your project area have been delineated and the delineation has been
verifed by the Corps. We strongly suggest you have this delineation surveyed. Upon completion,this survey shouId be
reviewed and verified by the Corps. Once verified,this survey will provide an accurate degiction af all areas subj ect to
CWA jurisdiction on your property which,provided there is no change in the law or our published reguiations,tnay be
relied upon#'or a period not to exceed five years.
X The waters_of the U.S. indudin�we�_lands have been delineated and surveyed and are accurately depicted on the
plat si�ned by the C_orps Re�ulatory Official identified beIow on S/25I2010. Unless there is a cha��e in the_taw or
our�ublished re�ul_ations,this detertnination may be relied upon for a period Rot to exceed �ve years from the date
of this notification.
_ There are no vvaters of the U.S.,to inc3ude wetlands,present on the above described property which are subjecE to the
permit reguirements of Section 404 of#he Clean Water Act(33 USC 1344}. Unless there is a change in the law or our
pu�lished regu�ations,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 subiect to reguIation under�he Caastal Area Mana�ement
Act(CAMA}. _You should contact the_D_ivisinrs of Coastal Mana�ement in Wilmington,NC at(910)"196-7215 ta
,..-•-•--
determine their require:nents.
Placement of dredged or fill material within waters of the US ancl/or wetlands without a Department of the Army perrr�it may
consticute a violation of Section 301 of the Clean Water Act{33 USC§ I311). If yo€�have any questions regarding this
determination and/or the Corps regulatory program,please contact Emi[v Hu�hes at 914-251-4635.
C. Basis For Determination
This project area conEains a waterbodv that exhibits an prdinary hi�h water rriark and is an unnamed tributary to
Hewletts Creek,a Navi�able Water of the U.S. This site also exhibits wetland criteria as described in the 19$7 Corps
Wetland Delineation Manual and is ad'acent to the unnamed tributar ta Hewletts Creek. This determinatio� is based
on information submitted hv Todd St.John of Kimlev-Horn and Associates,Inc.and a site visit bv E�nilv Hu�hes on
December 9,2U08 and Febraarv 17,2010.
D. Rennarks
E. Appeals Informatlon (This inforrnation apglies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination,you may request an ad�ninistrative appeal under Corps regulations at 33 CFR part 33I. Enciosed you.will firzd a
Notification of Appeal Process{NAP}fact sheet and request for appeal(RFA)form. If you request to appeal this
determination you must submit a completed RF'A form to the following address:
District Engineer,Wilming[on Regulatory Di�ision
Attn: Emily Hughes,Project Manager,
Wilmington Regulatory Fie1d Office
69 Darlington A�e.
Wilmington,North Carolina 28403-I398
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the eriteria for
appeal under 33 CFR part 331.5,and#hat it has been received by#he District Office within 60 days of the date of tF�e NAP.
Should you decide to submit an RFA form, it must be received at the above address by 7/25120]0.
**It is not necessary to suhmit an RFA form to the District Office if you do not object to the determination in this
. correspondence.**
n
Corps Regulatory Official: t
Date 25 May,2Q10 Expiration Date 25 Mav,2015
Action Id. SAW-2009-00127
The Wilmington District is committed to praviding the higliest Ievel of snpport to the public. To he3p us ensure we continue ta
do so,please complete the Customer Satisfaction S�rvey located at our website at http://re�ulator�usacesurve,y.conZ/ to
complete the survey online.
Copy furnished:
Kimley-Horn&Associates,Inc.Attn: Todd St.3ohn,P.O.Box 3306$,Ralei�h,NC 27636-3065
. •;
NOTIFICATYON OF ADIVIINISTRATIVE APPEAL-OPTYONS°AND PR�CESS AND �
REQUEST FOR APPEAL
Applicant: City of Wilmir�gton Stormwater File Number: SAW-2009- Date: 5/25/2010
Services OQ127
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter af A
e�nissian)
FROFFERED PERM7T (Standard Permit or Letter of er�r�ission B
PERMIT DENYAL C -
D
APPROVED JURIS�ICTIONAL DETERM�NATION
PRELIMINARY NRISDICTYONAL DETERMINATION E
SECTION I - The follawing identifies your rights and aptions regarding an ad�ninistrative appeal of the above �,
decision. Additional inforanation may be found at h ://www.usace.arm .mil/inedfunctions/cw/cecwo/re or
Co s re ulations at 33 CFR Part 331.
A: TNTT�AL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: �f you received a Standard Permit,you may sign the permit dacument 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 authoriz�d. Your signature
on the Standard Pertnit or acceptance of tt►e 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 r�vith the permit.
• OB3ECT: If you object to the per�it(Standard or LOP}because of certain terms and conditions therein,you may request that the
permit be modified accordingly. Yau must complete Section TI of this form and return the fornn to the district engineer. Your
objections must be received by the district engineer within 60 days ofthe date of this notice,or you will forfeit your right to appeal
Yhe permit in the future. U�on receipt of your letter,the district engineer will evaluate your objections and may: (a)modify the
permit to address al]of your concerns,{b}modify the permit to address some of yaur objections,or(c)not modify the permit �
having determined that the permit should.be issued as previousiy wzitten. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration,as indicated in Section B below.
B: PR4FFERED PERMIT: You may accept or appeal the permit
• ACCEP`I': 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 LetEer of Permission(LOP),you may accept the LOP and your work is authorized. Your signatur�
on the Standard Permit or acceptance oFthe LQP means that you accept the permit in its entirety,and waive ail rights to appeal the
permit, including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decli�e 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. 'Fhis form must be received hy 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 TI oF this form and sending the forrrt 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 not[fy the Gorps to accept an approved.�D. Failure to notify Ehe Corps within 60 days of the date of
this notice, means that you accept the approved JD in iYs entirety,and waive all rights to appeal the approved 1D.
• APPEAL: If you disagree with the approved JD,you may appeal the approved.TD 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 no#ice. �
;
E: PRELIMTNARY JIJRISDICTIQNAL DETERMTNATION: You do not need to respond to the Corps regarding
the preEiminary JD. Th�Preliminary JD is not appealable. Tf 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 further
consideration by the Corps to reevaluate the JD.
�ECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PRQFFERED PERMIT
REASONS FQR APPEAL OR OBJECTIONS: {Describe your reasons for appealing�he decision or your objections to '�
an initial proffered perrnit in clear concise statements. You may attach additional informatian to this form to clarify vvhere y
yaur reasons or objectians are addressed in the administrative recard.)
i
ADDITIONAL INF'ORMATION: The appeal is limited to a review of the admin�strative 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. Ne�ther the appellant nor the Corps may add new information
or analyses ta the record. However, you rt�ay provide additional information to elarify the lacation of infortnation that is
already in the administrative record. ,
POINT OF CONTACT FOR QUESTIQNS OR INFORMATION:
If you have questions regarding this decision and/ar the If you only have questions regarding the appeal process you
appeal process you rnay contact: may also cor�tact: '
District Engineer, Wilmington Regulatory Division Mr. Mike Beil, Administrative Appeal Review Officer
Attn: Emily Hughes, Project Manager, CESAD-ET-CO-R a
Wilmington Regulatory Field Office U.S. Army Corps oFEngineers, South Atlantic Divisian
69 Darlington Ave. 60 Forsyth Street, Raom 9M15
Wiimington,North Carolina 28403-1398 Atlanta, Geor ia 303fl3-8801 -
RIGHT O� ENTRY: Your signature below grants the right of entry to Corps of Engine�rs person:nel, and any government
consultan�s, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15
da notice of an site investi ation, and will have the o ortuni to artici ate in all site inves�i ations.
Date: Telephone number:
Signature of appellant or agent.
Fvr appeals on Initial Froffered Permits and approved,�urisdictional Determinations send this form to:
District Engineer,Wilmington Regulatory Division,Attn: Emily Hughes,Project Manager,Wilmingto�
Regulatory FieId Oftice,69 Darlington Ave.,Wi�mingtan,North CaroIina 28403-1398
For Permit denials ar�d Proffered Perm'rts send this form to:
Divisio� �ng'rneer,Commander,i1.S.Army Engineer Division,South Atla�tic,Attn: Mr.Mike Bell,
Administrative Appeal Officer,CESAD-ET-CO-R,60�'orsyth Street,Room 9M15,Attanta, Geargia
30303-8801
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The reference to End of CAMAjurisdiction � ��.�o�-.�-�..
� ; � S = notation does not reflect the final CAMA � �Q{,� � _
: : �- 7� . � jurisdiction made subsequently on 6/9/2010.
-- - -- - �� o - �yti ���'�- Please see the Application Narrative ` �' _ ._.
__ � �'. ; . .__.........
.._ .
� ��Rr ARM�'�`�` Section 2.3 for explanation. (This text box is �'��
�. F
���rrl���ltt���� not part of the signed JD map.) �� -
om
. - � - __ __ _ _________ _ ._. ._ _ _ _ �.__ . � ---
r . . _�
� ��
_. a� _ :. _ � _
m
1. WETLAN�S SURVEYS 14ERE ACCOA�PLISHED I�SING N
TRIAIBLE PRO XH GPS UNI�. ` R '
2. SI�RVEY DONE BETWEEN 09-64-08 AND 02-01-10. ].�, y�1_� 'Sy�.
CERTIFICATE FOR U.S. ARhAY CORAS OF E�!''INFFRS f\v���•— -
3. �ISTANCES ARE GRSD DISTANCES. U AREA Gt � PR�JEC
1}!IS CERTIFIES THAT THIS COPY OF THIS PLAT � � t94,B17 SQ.F�.'�.r —r L
4. AREA BY CODRQINATE COlAPUTATION. ACCURATELY DEPICTS TriE 60UNDARY OF Tf-{E JURIS61CT10N tD.34 ACRES �'�1r5
OF SECii01� 404 OF THE CLEAR WATER ACT AS �
5. PRECISION = 1/10,000+ �ElERMINEd BY TFiE UNdER51GNE6 OH THIS �ATE. 11NLE55 G31 G3� G33 G34
7HERE IS A CHANGE IN THE LAW OR OUR PUBLISHED ��`�'��'—� "
6. 404 4VETLANO �E�INEATION PERFORMED BY: REGULATIONS, �1-!€S �ETERMINATION OF SECTION 404 _... .... G30 , , ==p , R,k o tt„4,°_ __R `..�.4 �'�.� `e��3� U
JURIS�ICTION FAAY 9E RELiED UPON FOR A PERIOD NOT 70 G29 .
KIMLEY—HORNE AN� ASSOCIATES,INC. ,j� ` r , a
3001 WESTON PARKWAY EXCEED FfVE YEARS FROM THIS DATE. THIS DETERMINATION � �J � �28 /`� �,� "'�`�' a >�° n p � 4•�• ` �
� CARY, NORTH CAROLINA 27513 WAS A�AdE U71LIZING THE 1887 CORPS OF ENGINEERS pr �/�.J �' x � °--"`-=
WETLA pELINEAT10N MANUAL. ` � �t� ``r`f , � ` " . • ; . ' ' , ��f G10 G9
IELE. 919-653-2950 � k , « xR�
} GRAPHIC SCALE G27 � ° � .` ` `#�. " • " ^ �
7. A PORTION OF THE AREA 5URVEY SH4VM HEREON LIES e , ,�� `"µa + w,e . „ �" � �,.�`ie . > , ` +� � p G13
R�GUL OFFI A � 25 50 100 2D0 300 �' ■ . ': , � � _ , g m q
� 1N"IHIN A F.E,M.A. �ESIGNATED 100 YEAR FLQO� PLAN -� ,
; ACCORDING TO COA�fA1UNITY PANEL NUMBER 3720314600J, � ` `�> , ,° . ,�k �, `*•`•.i k � . �` � ,��``' ad�2
p EFFECT]VE DATE APRIL 3, z00b. �nE t�L SCALE: 1��-1D0� ° '�+ ` � . ' � • ' , . q ` 4 0.,
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I, JEFFERY J. ARAISTiZ�NG, C�RTIFY lHAT THIS MAP WAS a + $ x m k ° A , —
,s THESE MAPS PREPARED TO SHOW THE E7CTE3VT OF' ORAWN UNDER Ir1Y SUPERVISION FROM AN ACTt1AL GPS �� a ' '�4 44ETLAND �' �` " . , L r a , • • Gl6
SlREAIA CENTfRLINE � a'` ° x ei m � e p� ' o
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WETLANDS AND OR OF E U.S. AN❑ IS NOT � , � - , p 5 ,�x,,��� t '�
� I SURVEY AAA6E UNDEft MY SURPERVISION; THAT THIS ____�pW--^RELATIVELY PERFAANENT > 4 , � �o . .._. G19 ,�_�_
a PREPARE� FOR R R�A NCE OR SAiES, SURVEY wA5 CONDUCTED TD MEET SUB—METER `6 - -
- WAlERS K��_�?k-�'�°G21 G26 G18 ���
� ACCURACY AT A 95� CONFIDENCE LEVEL AND Ti-IAT I
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, .404 WETLANDS ~ �� � � � ---
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ras v�nwNOS o�is-s❑ ceorq�o CARY, NOR7}i CAROI,INA '17513 CITY OF I+ALMINGTON, WILAAINGTON 70WNSHIP ,5
REVISEONS Nc ucewsE No.v-ua» aecoan awc. NEW HANOVER COUNTY, NORTH CAROLINA
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� �# ` ACCURATELY DEPHC S THE BDUNDARY OF PHETJURIS�ICTION
F � , � OF SECTION 404 OF THE CLEAR WATER ACT AS
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�;� r i � � f y .Q,0 � WAS f�A�E UTILIZING 7HE 1987 CORPS OF ENGINEERS
q WETLAND DELINEATION �tANUAL.
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THiS CERTIF3ES THAT THIS COPY OF THIS PLAT '� � � B�'� �� . � ' • � � � . � ����' � ' 123J6' •
ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION ' •�— Y ^ ° A15 , ' , ' / i
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RURISDICTIDN MAY BE ERE L IE�AUPON FOR A TP pRl0 0 4 ` �� B 1 8 B 1~ " » � B14 °° A14 A13 AREA A2 = � %/
, TH�RE IS A CHANGE YN THE LAW DR OUR Pl1BL15
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EXCEEp FIVE YEARS FROM T�i15 �ATE. THIS �ETERMINATION AREA B2 B75 / tfl,27 ACRES �
WAS MAA�E UTILIZING THE 7987 CORPS OF ENGINEEftS � � �14,724 SQ.FT. s
WETLAND DELWEATION MANLIAL. � ;� �0.3�} ACRES )��'� �ry��,p' �� �_
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REHS�pds ws+�n�wos o.-ix-to �u���q.p-q�� aeoam ovti NEW HqNOVER COUNTY, NORTFi CAROLINA
��� 404 WETLANDS A1 404 WETLANDS A2 404 WETLAN�S B2 4U4 WETLd.NAS C 404 WETLANUS D4
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B1 �66991.97 234661D.82 A1a 1E6&40 79 2347059.t13 B23 166889.38 2346561.03 D47 167230.88 2345723.59
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B2 166981.26 234fi641.77 A11 1&661$.97 2347027.57 B25 16&929 A5 2346591.47 p3 26 1bfi927.14 2345744.00 D4$ 167255.63 2345735.69
B3 166955.28 2346669.88 A�� 166612.2$ 2347012.44 B24 18F922.53 2346546.5$ D3 27 1fib$99.86 2345751.21 �49 167272.06 2345762.36
B4 166941.24 234&700.21 A13 166628.34 2346988.13 B26 166967.35 2346582.9& D3 28 166867.60 2345729.75 D50 'f67304.92 2345757.72
B5 1&6912.58 234�741.51 A14 166536.53 2346952.69 404 WETLANDS p2 D51 1fi7325.32 2345782.48
D3 29 166878.39 2345fi98.59
B6 1&&895.85 2346767.60 404 WE7LAND$di FLAG NORTHING EASTING CERTIF��;ATE FOR U.S. ARA�Y CORPS oF ENr,��FFRS D52 167347.17 234579'f.25
B7 186865.04 2346765.07 FLAG NORTHING EASTING D230 166865.34 2345&88.50 THis CER�Fi�s THaT Yr�is coPr oF THis P�AT D53 167371.38 2345772.�0
ACCURAlELY DEPICTS THE HQUNnARY OF T}fE JURIS4iC110N
B8 166852.20 2346739.67 D� 34 �66832.�3 2345662.68 D2 31 166853.55 2345710.37 OF SECTION a0a oF �HE C�EAR wATER AC7 AS p�4 167389.09 2345750.31
DETERh41NE� BY THE UN�ERSIGNED ON THIS DATE. UNLE55
THERE IS A CHANGE IN THE LAW OR OLtR Pl78LISHE� p77 1&7406.33 2345975.57
B9 16&843.56 234680289 D1 35 166799.65 2345710.31 D2 32 166832.62 2345695.35 REGU�,aYioNS, rHis oErERMINAr1oN oF S�Cr�oN aoa
Jl1RI5�ICTIDN �AAY 8E RELIED UPON FOR A PER10D N07 TO
610 166815.91 2348820.80 D1 36 1fi&755.59 2345b$3.82 D233 16fi848.&2 234567$.04 ExCEED Flv� YEARS FRO�A THiS DATE. Tr�ls DETER�AINA�ION D78 ib7383.56 2346623.37 �
WAS i�SADE UT1LiZING THE 1987 CORPS OF ENGWEERS
B11 165794.&S 2346844.17 D1 87 1fi$791.14 2345620.71 v�TLANO oELINEAnoN �ANUAL. D7g 157352.6a 2346024.83
B 12 166752.76 2346834.00
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� �y� �� '�`u""�`� p��P� �"'� WETLAND DELINEATION FOR
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REVISIONS �5���°s °i-'�-10 Hc u�SE�'°Np,F-o3u Reowm awc CARY, NOR1W CAROLINA 27b13 CITY OF W'ILMINGTON, 441LAAINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
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�� D2 167322A3 2345975.58 F18 166629.84 2345161.74 G32 'f66383.14 2344726.99 G2 166573.74 2345fl�5.94 H2 166186.07 2344167.10
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���e D5 167319.85 23459f}4.53 F21 166665.82 2345248.11 G35 1fi6551.01 2344848.22 G5 156554.63 234a988.16 H5 16fi231.95 2344�72.24
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� � D7 1&7341.07 23458A4.83 F23 18fib99.59 2345244.87 G37 166631.33 23449Q5.21 �7 166587.41 23449T5.5D Ff7 16&2&9.88 2344180.48
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���� D'f0 167261.91 2345776.91 F26 166679.84 2345251.35 G4D 166628.40 2344948.70 G1� 166514.79 2344851.fi1 H10 166329.52 2344244.fi7
❑11 167235.22 2345770.09 F27 166871.4� 2345255.g3 G41 166633.26 2344972.19 G11 18&490.25 2344867 A& H11 166360.12 2344259.7&
D12 1672i3.89 2345781.92 F28 16fi�75.11 2345279_43 G42 1�6624,11 2344983.91 G�2 1&6464 A3 2344882,19 H12 166374.38 2344282.88
1313 167180.23 2345808.79 F29 166685.7& 2345294.81 G43 16�$09.79 2344997.77 G13 166454.05 23449�2.65 W13 166461.80 2344287.48
D14 1fi7161.29 2345814.91 F30 166689.58 2345321.06 G44 166614.90 2345013.65 G14 �66437.25 2344929.p8 H14 166382.97 23443�6.86
D15 16713Z85 2345837.78 F31 166704.48 2345355.42 G45 166603.23 2345D26.07 G15 166431A8 2344949.90 �f15 1fi&397.74 2344327.67
D 1 fi 187115.02 2345867.70 F32 1 fi6704.63 2345360.79 G46 'E 66594.46 2345033.79 G 15 166402.35 2344945.21 H 1 b 1 fi6410.2& 2344350.41
�17 1&7Q9B.B9 2345850.92 404 WETLAN�S F2 G47 1666�3.46 2345070.50 G17 166378.97 23449&0.38 H17 166388.20 234436D.59
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D�9 167020.87 2345816.05 F� 166689.25 2345371.80 FLAG NQRTiiING EASTING G19 1&6319.77 23449]4.01 H19 166233.86 2344262.44
D2� 166985.50 2345799.24 FZ 16fi679.89 23453$3.15 W2A 2 18576&.59 2343921.34 �z0 iS6284.27 2344904.13 H20 16623p.64 2344246.40
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b23 166938.93 2345736.23 F5 1&6fi57.45 2345299.79 W2A4 165730.34 2343960.17 G23 166�79.05 2344849.30 Fi23 1&6172.49 2344197.15
R24 166968.�3 2345715.19 F6 16664�.41 2345295.44 404 WETLAN�S W3 Gza 166215.36 2344825.96 H24 1&&1fi9.&9 2344185.24
484 WETLANDS E F7 166633.18 2345279.23 FLAG NORFWING EASTING G25 166225.59 2344801.32 H25 1&6167.57 2344176.47
FLAG NORTHiNCy EASTING FS 1fi6635.19 2345273.09 W33 165788.96 2343751.17 G26 16fi216.35 23447&4.28 bObWETLANDSI
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FLAG NORTHING EASTING
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REVISIONS YA5 ME1LAN°� °�-��-�o r�c uc�g r�io.p-a�ti RECOao owc CARY, NORTH CAROLINA 27513 CfTY bF NALF,lINGTON, WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
Appendix 2B
CAMA Delineation Map
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Appendix 3
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36" CMP with headwall at Patricia Drive
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��� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
Kimley-Horn Photo Page Photo Date Project Number
and Associates,Inc. 1 September 3,2008 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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antl Associates,Ine. 2 September 3,2008 011335027
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Photograph 6—36"CMP at Clearbrook Drive crossing looking downstream(Bottom Reach 2)
C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina.
Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 3 September 3,2008 011335027
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Photograph 7—Reach 2 at location of Cross-Sections 5 &6 and longitudinal profile.
Stream section dis la ed reference ualit features.
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��� Project Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
Kimley-Horn Photo Page Photo Date Project Number
and Associates,Inc. 4 September 3,2008 011335027
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Photograph 9-Dua154" CMP at Shuney Drive crossing looking downstream(Bottom Reach 3)
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Photograph 10-Reach 3-Fence upstream of 54" CMPs within the fence line of a private residence.
��� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
Kimley-Horn Photo Page Photo Date Project Number
and Associates,Inc. 5 September 3,2008 011335027
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Photograph 12—Reach 4- Dua154" CMPs at Brittain Drive crossing looking downstream
C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 5 September 3,2008 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 6 September 3,2008 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Inc. � Apri12,2009 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. g September 3,2008/Apri12,2009 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 9 September 3,2008 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 10 September 3,2008 011335027
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C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 11 September 3,2008 011335027
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Photograph 26—Lower section of Reach 8,ditched with surrounding residential properties
C�� Projeet Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
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Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Ine. 12 September 3,2008 011335027
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Photograph 28—Ditch along Camellia,Intersecting Reach 8 above diagonal crossing of South 58t" Street.
C�� Project Wisteria/Clearbrook Drainage Improvements Project,Wilmington, North Cardina
�
Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Inc. 13 April 13,2009 011335027
Appendix 4
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Appendix 5
Public Input Meeting Notes, Data Forms, and Citizen Photographs
❑�❑ Kimley-Horn
� and Associates,Inc.
Wisteria Clearbrook Drainage Improvement Project
Public Meeting Minutes
Proposed Stream Enhancement and Preservation Project
April 28, 2009
* Most of the comments and responses are not direct quotes; however, Kimley-Horn and
Associates attempted to capture the intent of each statement.
Meeting Started at 6:35 p.m.
Attendance: Dave Mayes— City of Wilmington (COV�
Todd St. John- Kimley-Horn and Associates, Inc. (KHA)
Steve Marks—Kimley-Horn and Associates, Inc.
Josh Allen- Kimley-Horn and Associates, Inc.
Ryan Lewis— Kimley-Horn and Associates, Inc.
Approx. 26 public citizens in attendance
• Todd starts presentation
Introductions of CO W& KHA staff
• Dave talks about City involvement and project overview
• Todd continues presentation
6:50 Public Comment:
• Ditch near 58� (20' W X 7' Deep)
• Culvert debris from maintenance entering ditch
• Ditch is on property
Todd address comments, continues (part of discussion easements)
6:53 Public Comment:
• City has areas of easy access, but is not maintaining channel
Todd: City may not have legal access, will look to address as part of this project.
Presentation continues
6:59 Public Comment (PC):
• (Responding to picture of restoration)Is that what you consider natural channel design?
Todd: These are aspects of channel design
Dave: That is right after construction, and the banks are planted. There is significant growth
now.
Ryan: That is a significant amount cut, not typical in coastal setting.
1 of 2 ��� Kimley-Horn
� antl Associates,Inc.
Public Meeting Minutes Wisteria Clearbrook Drainage
Apri128, 2009
Presentation continues
7:04 Public Comment:
• (Talking to property owners) Do you think property owners will allow you to get access?
If you ask. Not cut down trees, but allow access to preserve and help system.
Todd: That is what we want and plan to propose.
7:06 Public Comment:
• Do you have a timeline for the study?
Todd: The study has been completed for existing conditions. Not sure on exact timeline for the
completion of the study.
7:07 Public Comment:
• Is there a budget in place for this project?
Dave: Budget this year for design and easements, and a budget ne�year for construction.
7:08 Public Comment:
• Should we expect our stream to become a ditch? (neighbor at Lands End)
Todd: Not expected. However, the area behind Lands End is historically ditched, as well as
other areas.
7:10 Public Comment:
• When will the plan be fmished, will there be a second public meeting?
Todd: We are not sure when the plan will be finished, but there will be a second public meeting.
Dave: KHA is under contract for the study, and there will be a second chance for a public
meeting during the design phase.
7:12 Presentation Continues
7:14 Presentation Ends
Meeting is broken up into Focus Groups for specific citizen comments regarding their property.
2 of 2 ❑�� Kimley-Horn
� antl Associates,Inc.
Wisteria/Clearbrook Drainage Improvement Project Questionnaire
Property Owner Name �Pr'N�� �[��r'�R'� Address{es) of property owned adjacent to project
How long�ave yau owned [isted property(s)��� o�`��at��'�' � J`���-�"
Do you reside at the fisted praperty(s}?��S l�JtG�'+���G-T� , 1�G �' d
please use the area laelow to pravide cornments far t�e areas marked on the pro�ided map. �
An exampie entry is pro�ided on the first line. Piease use the back af this sheet if needed far additional space.
Number Most Significant Flooding Observed 7ypica[ Fiooding Observed In A Gi�en Year �
Event Water Qepth/Tide/Duration Descriptian Event Water I]epth/Tide/[}uration Description
Hurricane Floods the sag in dri�eway about 1/2 foot unless the tide is high
Floaded driveway and carport with 3 inches of water in A typical summer
EXAMPLE �loyd- the carport.Occurred during a high tide.Water stayed thunderstorrri or in which case the sag is a faot or two underwater.Water stays
September up for about an hour without a tide and a�out 6 hours with a
1999 up far about 12 hours. larger winter storm tide.
Please use this space and the back to describe any additional cancerns about your property,water quality,future easements,etc.
�L �..� K 'Tr 1 T'C 4 Gt�+M+1.l,i N�- o V^�� o�� � tza k.�2 , ��""i5 �� ,� , Gc/!'
_ � �,r.i' �� , ,—..........._._
Wisferia/Clearbrook Drainage Improvement Project C�uestionnaire
�. �
Property Owner Name ����"' � P� � Address(es)of prope/rt!�y owned adj��to project
� s J �l Z c. 1�f'c
E
How long have you owned listed property(s) '�/�'~�r�
Do you reside at the listed property(s)?�,�S
Please use the area belovv to provide commer�ts for the areas marl<ed on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Flo d- Flooded driveway and carport with 3 inches of water in A typical summer
EXAMPLE y the carport. Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater.Water stays
September up for about an hour without a tide and about 6 hours with a
1999 up for about 12 hours. larger winter storm tide.
!T�°� ���i �p�,Gl� 5 vL� '�' ��"y�� ��pit<. � ���-zr �1 �Cl� �"� -� •.� ��..,.� r
1 c. -�� 5���,�,�.,..�- ,�,.� �� rw�,s �,p� �,
� , I � � �`�k���`'�".�J �°� � ����.�'`�"��-f°
f'�.1nav,^.� �Q�^��� r,.�,;/°� �J�'..�� �
t
Please use this space and the back to describe any additional concerns about your property, water quality,future easements, etc.
Wisteria/Clearbrook Drainage lmprovement Projeci� Quest�ionnaire
Property Owner l�ame � �' � !� ����� Address(es)of property owned adjacent ta proj�ct
�����,�4-L��d-- r��/���
How long ha�e you owned.iisted property(s)��
Do you reside at the listed pro�erty(sJ?�
Please use the area below to pro�ide comme�ts for the areas marked on the provided map.
An example entry is p�ovided on the first line. Please �ase the back of this sheet if needed for additional space.
Number Most 5ignificant Flaoding Observed Typica] Flooding Observed In A Gi��n Year
Event Water Qepth/Tide/Duration Description Ev.ent Water Depth/7ide/buration bescri�tion
Hurricar�e Floods the sag in driveway aE�out 1/2 foot unEess the tide is.high
Flooded driveway and carport with 3 inches of water in A typical summer
Floyd- in which case the sag is a foot ar two underwater.Water stays
EXAMPLE September the carport. Occurred during a hig�tide.Water stayed thunderstorm ar up for about an hour without a tide and a6out 6 hours with a
199� u�for about 12 hours. Earger winter storm tide.
17�U��C��{1�C Lu'��1�G�D���r�"�/�l����/.�/,�'
��0�� �•� a�� �R,����,�,� �"u���'
���it�-� � - �!�
Please use this space a�d the back#o descr9be any additional concerns about your property, water quality,future easements,etc.
Robert Baker To <todd.stjohn@kimley-horn.com>,
` ��' <baker_robert@hotmail.com> <dave.mayes@wilmingtonnc.gov>,
<pat.higgins@wilmingtonnc.gov>
04/25/2009 05:57 PM cc
bcc
Subject The Wisteria/Clearbrook Drainage Improvement Project
Hi Todd and Dave,
I'in in 340 Azalea Drive and I like iny little bit of trees on the tributaiy behind my house. We get
water on the road during bad rain storms and in my ditch running parallel to Ruxton Way. The
Ruxton Way culvert has overflowed in the past during extreine weather. The water in the
Tributary is dry most of the year. We don't have issues behind my house on the tributary. The
corner of Ruxton and Azalea gets over flow water fiom the East. We are concerned that the new
development East of us will cause more stress to the drainage as each new neighborhood has.
Why don't you do soinething that may actually raise my property value. Make Hewletts Creek
accessible using the tributary for kayaks and motor less water craft. I imagine you could build a :.
sinall craft water way that encompasses Wilmington if some thought was put into it. Not a stone
canal, those never turn out good.
RNB.
Windows LiveTM Hohnail�:...inore than just e-mail. Check it out.
Wisteria/Clearbrook Drarnage lmprovement Projett Questionnaire
. Property Owner Name �-�o h �� Address(es) f roperty owned a ' cen project
�J� ���VD�7�� �Y.
How Iong have you owned lfsted property(s)�, �� �/V��
Do you reside at t�e listed praperty(s)?� ,
Please use the area below to provide comments#or the areas marked on the pro�ided map.
An example entry is provitfed on the first line. Please use the back of this sheet if needed for additional space.
Number Most 5ignificant Floading Qbserved Typical Flooding Observed In A Given Y�ar
Event Water Depth/Tide/Duration Description E�ent 1Nater Depth/Tide/D�aration Elescription
[�urricane Floods the sag in driveway about 1/2 foot unless the#ide is high
Flooded dri�eway and carport with 3 inches af water in A typical summer
Floyd- in which case the sag is a faot or two underwater.Water stays
�XAMPLE the carport. Occurred during a high tide.Water stayed thunders�orm or
September up far about an hour without a tide and abaut 6 hours with a
, 199� up for about 12 hours. larger winter starm Yide.
�� �.�`` i�l ��;��.� �? ue�� Z bt �;.--�t7 b a,� �Cc�
���.CP ��l.e-�5 G�c. W�-S� ��un� ��,u:r�- +��a
S�e� C�c'�ee-�- c�o 5-�-���
fs�k v�e L-e_e c�
�ti���� � '� L,., ga-��,c.; �,c�-e.�. , Ca,,,.x.�:. - ��C., V��S
(�Gl 5��,,,� ,,.ece�� . ilt7�-e.r �-,-,��' y-a�►-� �.��/� �-S1,t;�' � �Y'
� ,� `�- s' �� `r��-►�- �- � �-�,�,°
�`�- �-,� � I!�:c� Y� �'�-� �-��c- ��- �-� L�' ,,c�:-�
�-�`- � a.��- ��-�
��r
Pl�ase use this space and the back to describe any additional concerns about your pra�erty,water quality,future easements,etc.
Wisteria/Clearbrook Drainage Improvement Project Questionnaire ,
Property Owner Name ____�QY11 L��'�'_ LS:I..�� Address(es) of rope ty owned adjacgnt to project
f�. r ro hooK '��
How long.ha�e you owned listed property(s} o� � �� '('}
Do yau reside at the listed property(s)?�
Please use the area befaw to pro�ide corr�ments for the areas marked an the provided map.
An exarnple entry is provided or�the first line. Please use the back of thi5 sheet if needed for additional space.
Number. Most Significant Flaoding Observed Typica[ Fiooding Observed In A Given Year
E�ent Water.Depth/Tide/Duration Descriptian E�ent Water Depth/Ticfe/Duration Description
H�rricane F[oods the sag in driveway a6out 1/2 foot unless the tidQ is high
Flooded dri�eway and carport with 3 inches of water in A typical summer
Floyd- in which case the sag is a foot or two underwater.Water stays
EXAMPLE the carport.Occurred during a high tide.Water stayed thunderstorm or
5eptember up for about an hour without a tide and about 6 hours with a
�gg� up for about 12 hours. larger winter starm tide.
� 1 \[�.�-�� Y-�'�"��1�. U�f1` - �����1 ��{SJr�-L� S.fu C4Q.Lf� �V� .
1l ( ,, �7� {,,� (� �� �� i � -��CSac��
�Ct W��� `t C�-�1 C] Y C,�`.�1�'c"' G��C1� O C.t� , c�-r`u-� i S
c��r -�-E�._ In�wa.� c��-G-e+� �Je +�� �W er -}-�n atn -� �'�.�
C�u-fncJ� - rv.�c��� ct:�s ��-uc�41�s -�a ��
`TV�-k- �Lt1..,RJ+ l CCc.�11L . �t�,esC' S�' S �4.�s ero� G��S
a n 1�1c(�� �Ct-�.� �i'� C� �
W��Q � e�.Cx� a�0��Ct�'�-e�.
U
Please use this space and the back to describe any additianal concerns aboutyour property, water qua[ity,future easements, �tc.
�,C�.t..0 - � t t�i] e�c � 7 '
. �
,
� � � ,
�
�� o o c`�� .�c�cQ�. �-t � �'I� �m.�i rz s . ,
�
Wisteria/Clearbrook Drainage lmprovement Project Questionnaire
Property Owner Name ���OC� Y���P�J ��� Address(es) f property owned adjacent to project
������ �'4� ��-T,����,�t ��c v� — �'��r�L
How long have you owned listed property(s)� �6� Sl1�d P� 72evF � C���x'�2.��,�i.��0f��
Do you reside at the listed property(s)?� 3�° �e�,��� ��U� ^ ����
Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Flooded driveway and carport with 3 inches of water in A typical summer Floods the sag in driveway about 1/2 foot unless the tide is high
EXAMPLE Floyd- the carport. Occurred during a high tide.Water stayed thunderstorm or in whicli case the sag is a foot or two underwater. Water stays
September up for about an hour without a tide and about 6 hours with a
1999 up for about 12 hours. larger winter storm
tide.
�,� �-� ��� ���7��d�► ��f� /��4�rzi ci:�-
?��"���c�o r�� �'S �� (,e��2��' �i?o c7r' d X,� �jg!-r� / e!I E° �a��.S,-r
l�(� `��s</�� �cs� e
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l ��� �v�,,�l�'� si���' � ����' S���� (���r� �loe�� A-- t��� A�i��_
y'r��� tl-��' ,�'�Z-- Ct���>� �i a�1 %L�I� -- S��'c_�� �'72�x?�h S �
Please use this space and the back to describe any additional concerns about your property, water quality,future easements, etc.
�-
,�(�� ° ��OG I �
�� Sh�- � �?���-���
� � ��P
Wisteria/Clearbrook Drainage Imprc�vement Project Questionnaire
Property Owner Name �c���,�s�,,nc �?�j�c� Address(es) of property owned adjacent to project
How long have you owned listed property(s) �� y�..s '� i � �.�zcs.��rE,�l� �cz
Do you reside at the listed property(s)? l_\ c:5
)
Please use the area below to provide comments for the areas marl<ed on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Number
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Flooded driveway and carport with 3 inches of water in A typical summer
EXAMPLE Floyd- the carport. Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater. Water stays
September up for about 12 hours. larger winter storm up for about an hour without a tide and about 6 hours with a
199g tide.
�-t..<rd�.�c...e ��;;c>c�'_.�.� � c� L�e���� 1r'��� � �.3-��'f�d' r'�S� 5 �. v�. t�c{�2-�t
_�
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l ��a�, � � t� -� �-.��� i���� � -��,�����--� .�
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2 S',�v````� > z"`� �-'c<�t �+nc.� a-� :=\;-_..»�x��
��. ����� ��P�.�x �`` ����P
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12��.���t� (�`
� c�.C.� �E�n'� ��" �e��S� c� �c.��c
e T�:r� c���.� -
Please use this space and the back to describe any additional concerns about your property, water quality,future easements, etc.
Wisteria/Clearbrook Drainage Improvement Projecf Quest�ionnaire
Property Owner iVame �ICNAIQ� �A�D� Address(es)of property owned adjace�#to project
�ZZ SN4+?I�IJ Dr2.
How long ha�e you awned listed prop�rty[s)��S UllL(.MInfGTD� �L
Do you reside at the listed property(s)? VL�S
�i
Please use the area below to provide comments for the areas marked on the.pro�ided map.
An example entry is provided on the first]ine. Pleas��se the back of this sheet if needed for additional space.
Number Most Signifitant Floading Observed Typical Floading Observed In A Gi�er�Year
Event Water Depth/7ide/�uration Description E�ent Water Depth/Tide/Duration Description
Hurricane Floads the sag in driveway about 1/2 foot unless the tide is high
Floaded driveway and carport with 3 inches of water in A typical summer
Floyd- in which case the sag[s a foot or two underwater.Water stays
EXANIPLE the carport.Occurred during a high tide.Water stayeci _ thunders#orm ar
September up for about an hour without a tide and about 6 haurs with a
�gg9 up far about 1Z hours. larger winter storm tide.
�GO(�DLI� Y+�.IV�lA� } FRONT YARD .clP To 'f!�}�
���aN� st�r ro F�o,sa �oa,�. �{�Su w�r�«1 G,6�AG�:
Ouu,� At�ai� Lwo TtA�a 3Ut �vR�t�
SL'pTC�W1l3L�1t.. .S'Lr�i�,vr, S.v+2G�.r.
r°'�� 4vr s�v��s oowN ro si��r aear�K. '
Fw��s . �� yA�n .� ��.���v�a� �
L��n.� N���:c�an�• of�:-t�2r�
Srv�.M.. . ..
Pleas� use this space and the back to descri6�any additional cancerns about your property, water quality,future easements,etc,
Wisteria/Clearbrook Drainage Improvernent Project Questionnaire
Property Owner Name �ReDou'� Address(es) of property owned adjacent to project
4 � C-1 ce�� 01� p� r ►�c�r �
How long have you owned listed property(s) c'9 •s ye4"S �Z.S $l�c✓��•� �r . (q��I�7����
Do you reside at the listed property(s)? eJ �
Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Floyd- Flooded driveway and carport with 3 inches of water in A typical summer in which case the sag is a foot or two underwater. Water stays
EXAMPLE Se tember the carport.Occurred during a high tide.Water stayed thunderstorm or
p up for about 12 hours. larger winter storm up for about an hour without a tide and about 6 hours with a
1999 tide.
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Wisteria/Clearbrook Drainage Improve�nent Project Questionnaire
Property Own�r NameChar�eS "(JeSeG'Ker Address(es)of property�wned adjacent to project
How long have you owned listed property(s)��/Y S .
Do you reside at the listed property(s)?�i�S
Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Number
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Flooded driveway and carport with 3 inches of water in A typical summer Floods the sag in driveway about 1/2 foot unless the tide is high
EXAMPLE Floyd- the carport. Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater. Water stays
September up for about 12 hours. larger winter storm up for about an hour without a tide and about 6 hours with a
1999 tide.
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Wisteria/Clearbrook Drainage Improvement Project Questionnaire
Property Owner Name ��3�.��' `�' �,/�eri�l��r/�✓�`����"�' �� Address(es) of property owned adjacent to project
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Do you reside at the listed property(s)? ��� ��� -
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Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the bacl<of this sheet if needed for additional space.
Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Number
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Flooded driveway and carport with 3 inches of water in A typical summer
EXAMPLE Floyd- the carport. Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater.Water stays
September up for about an hour without a tide and about 6 hours with a
1999 up for about 12 hours. larger winter storm tide.
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Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
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Wisteria/Clearbrook Drainage Impro�vement Project Questr`onnaire
Property Owner Name µ' Address(es)af property owned adjacent to project
How.lo�g ha�e you owned listed property(s)��S:•
Ro you reside at the{isted property�s}?
�
Please use the area below to pravide comments for the areas rnarked on the pro�idect rr�ap.
An example entry is prov[d�d on the first line. Please use the hack of�his sheet�f needed for additional space.
Num�er Most Significant Flooding Observed Typital Flovding Dbserved In A Gi�en Year
Event Water Dep�h/Tide/Duration Qescription E�ent Water Depth/Tide/Dura#ion Description
Hurricane Floads the sag in driveway about 1/2 foot unless the tide is high
Flooded dri�eway and carport with 3 inches of water in A typical summer
Floyd- in which case the sag is a foot or two underwater.Water stays
EXAMPLE September the carport.Occurred during a high tide.Water stayed thunderstorm or �p fior about an hour without a tide and about 6 hours with a
�999 up far about 12 hours. larger winter storm tide.
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Pleas� use his space and the back to cfescribe any additional cpncer�s about your pr erty,water quality,futUre ea ements,etc.
.,,
. • .
John F Williams To todd.stjohn@kimley-horn.com,
'� '�t <'ohn.f.williams mwv.com>
1 @ dave.mayes@wilmingtonnc.gov
04/28/2009 09:55 AM �� pat.higgins@wilmingtonnc.gov
bcc
Subject Wisteria/Clearbrook Drainage Improvement Project
To Whom it May Concern,
First, thank you for the effort you are putting toward improving this drainage system. You can see from
the attached map, that I live on the property where this drainage system crosses Ruxton Avenue. This
drainage system back ups and floods our yard, and sometimes covers the road, in very heavy rains.
During tropical storms, it floods nearby yards (and some crawlspaces)and makes the road impassable.
We have also noticed that over the past year, water is always in the drainage system. Prior to that, it
would drain out within a few days of the last rain. Now the water doesn't seem to flow during the rain, and
never fully drains out. It would seem that there is something happening downstream to obstruct the flow,:.
and the obstruction has grown over the past year. In addition to the flooding issues it causes, it also
harbors mosquito growth in the area.
Thanks for evaluating these issues.
John Williams
5613 Lands End Ct.
(910)452-3582 (Home)
John Williams
Plant Manager
MWV Packaging
2221 JR Kennedy Drive
Wilmington, NC 28405
(910) 399-0245(Direct)
(910) 520-2740 (Cell)
(910) 343-9876(Fax)
john.f.williams@mwv.com
This electronic message contains information from MeadWestvaco
Corporation or
subsidiary companies, which may be confidential, privileged or
otherwise protected
from disclosure. The information is intended to be used solely by
the recipient (s)
named. If you are not an intended recipient, be aware that any
review, disclosure,
copying, distribution or use of this transmission or its contents
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Property Owner Name � •l��f%l�'�y�" Address(es) of property owned adjacent to project
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Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Flooded drivewa and car ort with 3 inches of water in A t Floods the sag in driveway about 1/2 foot unless the tide is high
Flo d- y p ypical summer
EXAMPLE y the carport. Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater. Water stays
September up for about an hour without a tide and about 6 hours with a
1999 up for about 12 hours. larger winter storm
tide.
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Property Owner Name �At�t� �. ��'..�� Address(es) of property owned adjacent to project
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Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Number
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Flooded driveway and carport with 3 inches of water in A typical summer
EXAMPLE F��Yd the carport. Occurred during a high tide.Water stayed thunderstorm or �n which case the sag is a foot or two underwater.Water stays
September up for about 12 hours. larger winter storm up for about an hour without a tide and about 6 hours with a
1999 tide.
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Wisteria/Clearbrook Drainage Improvement Project Questionnaire
Property Owner Name ��v1�t �- I.��=r5 y l�L�� !�� Address(es) of property owned adjacent to project
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Do you reside at the listed property(s)?�'�5
Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depih/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Flooded drivewa and car ort with 3 inches of water in A t Floods the sag in driveway about 1/2 foot unless the tide is high
Flo d- Y p ypical summer
EXAMPLE y the carport.Occurred during a high tide.Water stayed thunderstorm or in which case the sag is a foot or two underwater. Water stays
September up for about an hour without a tide and about 6 hours with a
1999 up for about 12 hours. larger winter storm
tide.
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Wisteria/Clearbrook Drainage lanprovement Project Questionnaire
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Property Owner Name CJ�7/'j7�y �f ���J�' l ( G � � Address(es) of property owned adjacent to project
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An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number
Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane Floods the sag in driveway about 1/2 foot unless the tide is high
Flooded driveway and carport with 3 inches of water in A typical summer
EXAMPLE F��yd the carport.Occurred during a high tide.Water stayed thunderstorm or �n wf�ich case the sag is a foot or two underwater.Water stays
September up for about 12 hours. larger winter storm up fcr about an hour without a tide and about 6 hours with a
1999 tide.
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Wisteria/Clearbrook Drainage Improvement Project Questionnaire
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Property Owner Name �` 1 /'j�� Address(es) of property owned adjacent to project
How long have you owned listed property(s)�S Sr y E?rLlat, Qn�.
Do you reside at the listed property(s)?�G5
Please use the area below to provide comments for the areas marked on the provided map.
An example entry is provided on the first line. Please use the back of this sheet if needed for additional space.
Number Most Significant Flooding Observed Typical Flooding Observed In A Given Year
Event Water Depth/Tide/Duration Description Event Water Depth/Tide/Duration Description
Hurricane . Floods the sag in driveway about 1/2 foot unless the tide is high
Flood ��n car � 3 inches of water in A typical summer
EXAMPLE Floyd- the carport. Occurred during a high ti e. ater stayed thunderstorm or in which case the sag is a foot or two underwater.Water stays
Septe r up for about 12 hours. larger winter storm up for about an hour without a tide and about 6 hours with a
99 tide.
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Natural Resources Report and Addendum
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Natural Resources Report
WisterialClearbrook Drainage Improvements Project
Wilmington, New Hanover County, North Carolina
Prepared for: Prepared by:
� Kimley-Hom
��.������� ��� and Associates, Inc.
�;�:t.i i ;.�it��i i�t
City of Wilmington Storm Water Services Kimley-Horn and Associates, Inc.
Post Office Box 1810 3001 Weston Parkway
Wilmington, North Carolina 28402-1810 Cary, NC 27513
Phone Number: (910) 341-5880 Phone Number: (919) 677-2000
Fax Number: (910)341-0099 Fax Number: (919)677-2050
Project Manager: David B. Mayes, P.E. Project Manager: Todd St. John, P.E.
Direct Phone Number: (919) 653-2950
February 4,2009
OKimley-Horn and Associates,Inc. 2009
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
Contents
1 Project Purpose......................................................................................................................................... 1
2 Project Setting........................................................................................................................................... 1
3 Aquatic Resources.................................................................................................................................... 2
3.1 Wetlands............................................................................................................................................. 2
3.2 Streams.............................................................................................................................................. 2
3.3 Reach Descriptions ...........................................................................................................................3
3.3.1 Reach 1.......................................................................................................................................3
3.3.2 Reach 2.......................................................................................................................................3
3.3.3 Reach 3.......................................................................................................................................3
3.3.4 Reach 4.......................................................................................................................................4
3.3.5 Reach 5.......................................................................................................................................4
3.3.6 Reach 6.......................................................................................................................................4
3.3.7 Reach 7.......................................................................................................................................5
3.3.8 Reach 8.......................................................................................................................................5
4 Coastal Resources....................................................................................................................................5
5 Cultural Resources....................................................................................................................................6
6 Threatened and Endangered Species.....................................................................................................6
7 Permitting...................................................................................................................................................7
7.1 U.S. Army Corps of Engineers.........................................................................................................7
7.2 N.C. Division of Water Quality..........................................................................................................7
7.3 N.C. Division of Coastal Management.............................................................................................7
8 Summary....................................................................................................................................................s
9 Figures.......................................................................................................................................................9
10 Appendices.............................................................................................................................................. 20
10.1 Appendix A— Photo Log................................................................................................................. 20
10.2 Appendix B — USACE Wetland Data Forms and Approved Jurisdictional Determination......... 26
10.3 Appendix C— NCDWQ Stream Identification Forms.................................................................... 63
10.4 Appendix D— U.S. Fish and Wildlife Service and N.C. Natural Heritage Program Database
Listsof Protected Species.............................................................................................................. 73
� ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
1 Project Purpose
The Wisteria/Clearbrook Drainage Improvements Project (Project) is proposed by the City of
Wilmington for the purpose of improving drainage, minimizing flooding issues, improving water quality
flowing in Hewletts Creek. In addition, the project will establish access throughout the project so that
the City can have maintenance responsibility for the drainage. It is anticipated that these improvements
will be achieved through the use of natural channel design techniques, wetland restoration, offline
stormwater BMPs, stormwater detention practices, and culvert replacement. The purpose of this report
is to provide a brief summary of the environmental review that was conducted for the project, and to
identify the environmental constraints.
2 Project Setting
The Project is located in Wilmington, New Hanover County, North Carolina. The Project area is located
south of Oleander Drive (U.S. Highway 76) and west of Greenville Loop Road, as shown in Figure 1.
The Project occurs entirely within a residential area that includes recently constructed upscale homes,
mid-century single family homes, and mobile homes. The majority of open space within the project
area is forested. The Project drainage area includes commercial areas along Oleander Drive,
residential neighborhoods of varying density, and an electrical substation surrounded by residential
areas.
The tributary is located within a topographic depression that appears on the USGS 1:24,000 scale
Wrightsville Beach, North Carolina Quadrangle Map (USGS, 1970), which is included as Figure 2. It is
apparent from the condition of the tributary that much of the stream has been substantially modified in
the past, either through dredging or relocation. Almost the entire drainage appears to be significantly
altered from reference condition with regard to pattern, dimension, and profile. It is likely that this
manipulation has also affected the extent and function of wetlands adjacent to the stream system. The
exception to this is a several hundred foot reach of stream that occurs between Brittain Drive and
Shuney Street, an approximately 200 foot section of stream parallel to Clearbrook Drive, and an
approximately 200 foot section beginning just above a driveway crossing parallel to Dogwood Lane,
where the stream and riparian buffers have recovered or remain relatively intact. Appendix A is a log of
representative photographs of the stream system.
The Project occurs along an unnamed tributary of Hewletts Creek identified by the North Carolina
Division of Water Quality (NCDWQ) as Stream Index#18-87-26. Hewletts Creek is located in the Cape
Fear River Basin, Hydrologic Unit Code 03030001. Downstream of the project area, Hewletts Creek is
classified as SA (Market Shellfishing, Salt Water), HQW (High Quality Waters). Hewletts Creek is
included on the 2008 Draft 303(d) list as an impaired water due to excessive levels of Fecal Coliform.
The watershed that drains to the project area is approximately 1000 acres in size, with land uses
including commercial/industrial (±10%), open space/forested (±10%), and medium density residential
(±80%). Approximately the lower third of the project area is located within the 100-year floodplain, as
shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM).
The floodplain was also modeled by the City, which extended the limits of the 100-year floodplain to
include most of the project area. Figure 3 shows the different drainage basins for the project area, the
soil units as mapped in the New Hanover County Soil Survey (USDA, 1977), and the 100-year
floodplain limit (to the limit of either the FEMA map or the modeled floodplain, whichever is greater).
1 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
3 Aquatic Resources
Wetlands, streams and open waters are under the regulatory jurisdiction of the U.S. Army Corps of
Engineers (USACE) pursuant to Section 404 of the Clean Water Act, which regulates the disposal of
dredged or fill material into "waters of the United States." The term "waters of the United States"
includes both surface waters (e.g., streams, ponds, lakes, etc.) and wetlands. Also, in North Carolina,
the NCDWQ has regulatory authority over wetlands, streams and open waters through Section 401 of
the Clean Water Act. The USACE is the lead agency for certifying the extent of jurisdictional "waters of
the United States" within a project area. The locations of streams and wetlands identified in this report
were reviewed by the USACE and NCDWQ on December 9, 2008. The approved jurisdictional
determination by the USACE is provided in Appendix B.
3.1 Wetlands
The identification of wetlands was performed using methodologies outlined in the 1987 Corps of
Engineers Wetlands Delineation Manual, which is the current methodology approved by the USACE for
conducting jurisdictional determinations. For an area to be considered a wetland, it must satisfy three
specific criteria, including the prevalence of hydrophytic vegetation, presence of hydric soils, and
positive indicators of wetlands hydrology. The delineation, which was conducted from September 2—4,
2008, included a review of these criteria within potential wetlands located within the project area.
Wetland data forms were prepared for each identified wetland to document the findings, and have been
included as Appendix B. Wetland boundaries were demarcated with flagging at a spacing of 50 to 100
feet and located with global positioning system (GPS) equipment for planning purposes. These areas
were later field surveyed for the preparation of wetland maps. Figure 4 shows the location of wetland
areas that were identified during the field reconnaissance. An on-site USACE review of these areas
was conducted on December 9, 2008.
In some cases, open waters, streams, or wetlands that are isolated from other waters (i.e., not adjacent
and lacking a surface hydrologic connection) may not be subject to Section 404 or 401 of the Clean
Water Act. In these cases, NCDWQ independently regulates isolated areas as "waters of the State"
under separate state regulations. One small isolated wetland, identified in the figures as Wetland J,
was identified within the project area. The USACE has confirmed that this area is isolated and
therefore subject to regulation by NCDWQ.
3.2 Streams
Stream channels located within the project area were assessed to determine if they are subject to
federal and/or state jurisdiction and to determine the flow regime. The USACE classifies water
conveyances (including streams) as either Relatively Permanent Waters (RPWs), which have perennial
or intermittent seasonal flow (i.e., 20 or more flow events per year), or Non-relatively Permanent Waters
(Non-RPWs) which are ephemeral and have less than seasonal flow. All observed jurisdictional
conveyances within the project area were assessed to be RPWs. The NCDWQ uses a guidance
document titled Identi�cation Methods for the Origins of Intermittent and Perennial Streams (Version
3.1, Feb. 2005) to classify stream channels as ephemeral, intermittent, or perennial. The stream
channels within the project area were assessed using this methodology and generally determined to
have perennial flow. Copies of the NCDWQ Stream Identification Forms area attached as Appendix C.
2 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
3.3 Reach Descriptions
The results of the delineation are discussed below, addressed by project reach, starting from the lower
end of the project and moving upstream. Figures 4.0 through 4.6 show the different reaches and
wetlands along each reach.
3.3.1 Reach 1
The stream reach at the southern end of the project begins at Patricia Drive and extends upstream to
Clearbrook Drive. A substantial portion of this reach appears tidally influenced, even if only during high
lunar tides, however it does not appear that tidal action extends upstream of Clearbrook Drive. As
shown in Photo 1, hydrology is also affected by the small culvert under Patricia Drive. The stream has
been channelized throughout, with large spoil piles along the stream edge, as shown in Photo 2. The
stream also appears to have several areas of bank instability, possibly due to the extensive dredging
that has occurred in this area. This reach of stream received a score of 36.5 using the NC Stream
Identification Methodology. The wetlands along this reach range from permanently inundated to semi-
permanently saturated, and are forested with mature trees, including bald cypress (Taxodium
distichum), swamp blackgum (Nyssa sylvatica), and red maple (Acer rubrum). Several invasive
species are present in this area, including Chinese privet (Ligustrum sinense) and Chinese wisteria
(Wisteria sinensis), that are affecting the integrity and diversity of the understory and canopy
vegetation. It also appears that the extent of the wetland in this area was greater prior to development,
and that fill has been placed to allow for residential construction, particularly along the eastern side of
the stream. Soils are identified in the survey as Ur (Urban Land), meaning it was assumed to have
been impacted by development, though they are highly saturated, and appear to be the wettest soils
along the project corridor. The wetlands adjacent to this reach are shown on Figure 4.1.
3.3.2 Reach 2
The stream reach from Clearbrook Drive to Shuney Street appears to have been partially straightened
or dredged, most notably immediately upstream of Clearbrook Drive, where the stream flows in a
narrow ditch between houses. Just above the ditched portion at Clearbrook Drive there is a short reach
of relatively intact or recovered stream surrounded by wetlands. It is evident that flooding in this section
of the project is a regular event, and several of the surrounding residences are raised on pilings. The
stream buffer has also been reduced in this reach by clearing that has occurred to extend yards, as
shown in Photo 3. This reach of stream received a score of 48 using the NC Stream Identification
Methodology. The wetlands within this reach follow along both sides of the steam, and in some areas
extend several hundred feet from the stream. The wetlands have been impacted by development on
both sides of the system. There appears to be historical fill in some areas, and other areas where the
wetlands were cleared and planted in grass. Soils are identified in the survey as Urban Land (Ur) and
Johnston Soils (JO), which are considered very poorly drained soils formed along the floodplains of
major streams. The wetlands adjacent to this reach are shown on Figure 4.2.
3.3.3 Reach 3
The stream reach from Shuney Street to Brittain Drive was evaluated as the highest quality of any
section within the project corridor. Only limited development exists along this reach, just upstream of
Shuney Street. The stream appears to have close to reference condition pattern, dimension and profile
3 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
in this area, and the riparian buffer remains intact, as shown in Photo 4. This reach of stream received
a score of 49.5 using the NC Stream Identification Methodology. Wetlands are located adjacent to both
sides of the stream, with a seep extending upslope to the east of the stream channel. Some fill is
evident within the floodplain that may have reduced the historical extent of the wetlands. Soils are
identified in the survey as Johnston Soils. The wetlands adjacent to this reach are shown on Figure
4.2.
3.3.4 Reach 4
The stream reach from Britain Drive to Dogwood Lane has been straightened in sections and
manipulated by residential development. There are several spots along the stream where structures
have been constructed within or immediately abutting the stream bank, including bulkheads, bridges,
and culverts. As a result, the natural hydrology of this section of stream has been severely altered,
resulting in more extensive flooding in several areas. Yard maintenance has also led to the removal of
the riparian buffer down to the stream bank along several stretches. This reach of stream received a
score of 36 using the NC Stream Identification Methodology. The wetlands adjacent to this reach are
the most extensive wetlands within the project area, but they are also highly impacted by development.
Several yards extend into wetland areas, and three culverted driveways cross the wetland, shown in
Photo 5, substantially altering their hydrology. Just above the series of driveway crossings, there is a
section of relatively intact or recovered stream. There is a separate drainage that enters this system
from the north, which contributes a sizable hydrologic input into the system. A large wetland system
extends up this system and off the project area. Soils are identified in the survey as Johnston Soils.
The wetlands adjacent to this reach are shown on Figure 4.3 and 4.4.
3.3.5 Reach 5
This small reach begins at Dogwood Lane and extends upstream to Weeping Willow Road. The
stream throughout this area has been straightened and confined to a ditch. Houses have been built
close to both sides of the stream, with little floodplain or riparian buffer present, as shown in Photo 6.
The stream also passes through a culvert under the end of a cul-de-sac, which acts as an additional
obstruction to the hydrology of the system. This reach of stream received a score of 32.5 using the NC
Stream Identification Methodology. Due to the extent of development, only a small wetland pocket
remains in a low spot immediately adjacent to the stream. Soils are identified in the survey as Torhunta
loamy fine sand (To), which are very poorly drained soils that form in marine and fluvial sediments in
slight depressional areas. The wetlands adjacent to this reach are shown on Figure 4.5.
3.3.6 Reach 6
The stream reach from Weeping Willow Road, upstream to Ruxton Way was historically relocated into
a in a deep, excavated ditch. The riparian buffer is generally still intact along this stretch of stream, but
spoil piles along the sides of the ditch and the entrenched nature of the stream limit the ability of the
stream to interact with the buffer and floodplain. A typical view of this reach is shown in Photo 7. This
reach of stream received a score of 27.5 using the NC Stream Identification Methodology. Even though
this reach was rated as an intermittent stream, the channel appears to be perennial, and the low score
was attributed to the lack of natural geomorphic features caused by the ditching. There are two wetland
areas adjacent to the stream that are forested with a mix of mature hardwoods and pine, but their
extent appears to be reduced due to the drainage effect of the ditch that conveys the stream. The
4 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
condition of the steam in this area also limits overbank events that would normally provide additional
hydrologic input to these areas. Soils are identified in the survey as Torhunta loamy fine sand, and
Seagate fine sand (Se), which are classified as somewhat poorly drained soils that formed in marine
and fluvial sediments in nearly level flatwood areas.
The project area along this reach extends into a forested area located to the south of the stream. This
area contains a depression with soils classified as Leon sand (Le), which are poorly drained, nearly
level soils on the rims of depressions and in flats. This small area was reviewed by the USACE and
determined to be an isolated depressional wetland with no hydrological or ecological connection to
downstream jurisdictional areas. This area is surrounded by an upland ridge, which is shown in Photo
8. The wetlands adjacent to Reach 6 are shown on Figure 4.6.
3.3.7 Reach 7
The stream reach between Ruxton Way and Gardenia Lane is located within a large ditch with yards
backing up to the stream on both sides. The ditch appears to have been more recently excavated, and
is large enough to carry expected storm flows. As a result, it is not expected that overbank flooding
occurs along this reach, with the possible exception of immediately upstream of Ruxton Way, which
may act as a hydrologic barrier. A view of this reach is shown in Photo 9. This reach of stream
received a score of 33 using the NC Stream Identification Methodology. Soils are identified in the
survey as Seagate fine sand and Leon sand. No wetlands were identified within this reach.
3.3.8 Reach 8
The stream reach beginning at Gardenia Lane and extending to Verbenia Drive is the terminus of the
project area. This reach of stream is also located in a recently excavated ditch. Houses are located
behind a narrow vegetated buffer on the east side of the ditch, and South 58th Street abuts the ditch to
the west. The ditch is large and appears to provide adequate capacity to carry expected flows. Water
is standing in the bottom of much of the lower sections of the reach, with aquatic vegetation occurring in
areas. A typical view of this reach is shown in Photo 10. The reach received a score of 30.5 using the
NC Stream Identification Methodology. Soils are identified as Leon sand and Kureb sand, 1 to 8
percent slopes (Kr) in the survey, which are excessively drained sloping soils formed on ridges. No
wetlands were identified within this reach.
4 Coastal Resources
Within North Carolina's 20 coastal counties, there are additional regulations in place that govern
development within coastal resource areas. These regulations are administered by the North Carolina
Division of Coastal Management (NCDCM), which carries out the state's Coastal Area Management
Act (CAMA), the Dredge and Fill Law, and the federal Coastal Zone Management Act. NCDCM
jurisdiction extends to portions of the coastal system known as Areas of Environmental Concern (AEC).
AECs include all lands, including uplands, within 75 feet of the normal high water line along estuarine
waters, and all lands within 30 feet of the normal high water line along inland fishing waters. AECs also
include any coastal wetlands that extend beyond these limits. Coastal wetlands are defined by CAMA
as any marsh subject to regular or occasional flooding by wind or lunar tides, which also supports one
or more particular wetland plants.
5 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
The project site was reviewed by NCDCM on December 9, 2008. During the review, NCDCM noted the
presence of CAMA wetland plant species extending up to the crossing of Clearbrook Drive. As a result,
it is expected that the AEC will extend 75 feet from the downstream end of the culvert under Clearbrook
Drive. Final NCDCM verification of the limit of the AEC is still pending.
5 Cultural Resources
Section 106 of the National Historic Preservation Act requires that, prior to conducting any activity,
federal agencies take into account the potential effect that their action may have on properties that are
listed or elegible for listing on the National Register of Historic Places. As a result, the USACE must
coordinate with the North Carolina State Historic Preservation Officer (SHPO) and the Office of State
Archaeology (OSA) for any 404 permit applications that may affect listed or eligible historic or
archeological resources. Formal consultation with the above agencies was not completed as part of this
project, and no written correspondence has been obtained; however, a review of available databases at
the SHPO and OSA was conducted on September 25, 2008 as part of the evaluation of the project
area. The review did not identify any cultural or historic resources within the project area. There are
several listed structures within the vicinity of the project area; however no structures occur within 0.25
miles of the project area. Additionally, there are seven listed archeological sites within 0.25 miles of the
project area. None of these sites has been assessed and all are recommended for testing. Based on
preliminary mapping, it is not possible to determine whether these sites would be disturbed by
construction within the project corridor. As a result, further coordination with the SHPO is pending.
6 Threatened and Endangered Species
The Endangered Species Act (ESA) of 1973 (16 U.S.C. 1531-1943) mandates that federal agencies
ensure that any actions authorized, funded, or carried out by that agency do not jeopardize the
"continued existence" of listed species or result in the destruction or adverse modification of critical
habitat (16 U.S.C. 1536). The U.S. Fish and Wildlife Service (USFWS) is the federal agency that is
responsible for ensuring that the provisions of the Endangered Species Act are met. Additionally, North
Carolina laws grant limited protection to rare plants and animals that are endemic to the state or whose
populations are in severe decline. Typically, protected species are only an issue on a project if
federal/state funding is utilized for a project or if a federal/state permit is required for a project.
Because this project may require a federal 404 permit from the USACE and state 401 Water Quality
certification from DWQ for stream and/or wetland disturbances, the protected species issue is relevant.
Formal consultation with USFWS and the N.C. Natural Heritage Program (NCNHP) was not completed
as part of this project, and no written correspondence has been obtained. Information concerning the
occurrence of federal and state protected species for New Hanover County was gathered from the
USFWS list of endangered species, threatened species, federal species of concern, and candidate
species for New Hanover County, North Carolina, and from the NCNHP database of protected species
and unique habitats. These lists are included as Appendix D. The USFWS database, updated January
31, 2008, lists 9 species that receive federal protection under Section 7 of the ESA. Additionally, the
review of the NCNHP identified three federally endangered or threatened species as potentially
occurring within 2 miles of the project area, including the American alligator (Alligator mississippiensis),
West Indian manatee (Trichechus manatus), and the red-cockaded woodpecker (Picoides borealis).
Generally, specific concerns regarding impacts to threatened or endangered species are addressed
during the permitting phase of the project, and it is therefore likely that additional coordination will have
6 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
to be conducted with the USFWS regarding potential impacts to these species or their habitats prior to
the issuance of federal permits required for construction of the project.
7 Permitting
7.1 U.S. Army Corps of Engineers
A permit must be obtained from the USACE, who authorizes work under Section 10 of the Rivers and
Harbors Act, which is required for dredging, filling, and other work in navigable waters, and Section 404
of the Clean Water Act, which is required for discharges of dredged or fill material into waters of the
U.S. The two basic types of permits issued by USACE are General Permits and Individual Permits.
General Permits, also called Nationwide or Regional Permits, are required for specific activities where
environmental impacts are minimal. These permits have a typical processing time of 45 days.
Individual Permits are required for impacts that cannot be covered by a General Permit. Individual
Permits require the issuance of a public notice and the preparation of an Environmental Assessment.
Typical processing times for Individual Permits range from six months to over a year.
7.2 N.C. Division of Water Quality
A water quality certification must be obtained from the NCDWQ, who issues certifications under Section
401 of the Clean Water Act as well as a host of other state water quality regulations, including isolated
wetland rules and stream buffer rules. This certification is processed concurrently with the USACE
permit, and typically takes 30 to 60 days to process.
7.3 N.C. Division of Coastal Management
NCDCM is responsible for issuing CAMA permits, which are required for any development activity
taking place within an AEC. All permits require that an on-site pre-application meeting is conducted with
NCDCM, and that adjacent property owners are notified of the proposed project prior to submittal of the
application to the NCDCM. Depending on the project, there are three types of CAMA permits that can
be issued: Major Permits, General Permits, and Minor Permits.
General Permits are required for activities that have little or no impact to the environment. They are
issued during the on-site pre-application meeting. Minor Permits are required for single-family homes
and other development projects with limited environmental impacts. These permits require submittal of
an application to NCDCM, with a typical processing period of 25 days. Major Permits are required for
activities that cannot be authorized by Minor or General Permits. They require submittal of an
application form to NCDCM, and have a typical processing time of 75 to 150 days. The application is
reviewed by 10 state and 4 federal agencies. During a Major Permit process, NCDCM coordinates the
review and obtains necessary authorizations/permits from several other agencies as part of the Major
Permit process, including a Dredge and Fill permit required by the N.C. Dredge and Fill Act, Fill
Easements required by the N.C. Department of Administration, Water Quality Certifications required by
the N.C. Division of Water Quality, and permits required by the U.S. Army Corps of Engineers.
� ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
8 Summary
In summary, the project area occurs within an urbanized watershed that has been highly manipulated
and contains a high level of impervious surface. The area supports jurisdictional streams and wetlands,
including isolated wetlands, which are regulated by both State and Federal laws. The majority of these
systems have been degraded by direct manipulation (channelization, fill, etc.) and by changes to the
watershed resulting in increased stormwater runoff, along with higher levels of sediment, nutrients, and
other pollutants. There are a few sections of stream and wetland that remain in relatively high quality.
These sections occur in areas that still have an intact riparian buffer and appear to be less affected by
recent disturbances.
There do not appear to be significant issues associated with either cultural resources or endangered
species. Several environmental permits will be required prior to any manipulation of streams or
wetlands associated with the project. Initial coordination with the permitting agencies has been
conducted; however, specific permitting requirements cannot be determined until project plans and
associated impact amounts have been generated.
g ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
9 Figures
9 ��� Kimley-Hom
� and Associates, Inc.
�
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LEGEND
—Property Boundary
�Interstates �
—US Highways
State Highways '
—Railroad •
i Major Water Bodies 0 2 4
QNew Hanover County � � � "�`
Miles
Figure 1
Prepared for: NATURAL RESOURCES REPORT Project Location Map
WILMINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
CITY OF WILMINGTON, NORTH CAROLINA
December,2008
� IG�AeyHom
� antlAssa9a�es,lnc.
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`F LEGEND �1 � ,XY� i, t3�t �. " T. �� ' S'1
,y�' ��..�
—Project Boundary �'�# �- � � - + :'*��� �'0 025 0.5
Approximate Stream Location �- , �`#, f ��'� � ,• ''��F � � "�
Y M!es
'si {�".'t rF� �
Figure 2
Prepared for: NATURAL RESOURCES REPORT USGS Topographic Quadrangle
WILMINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
CITY OF WILMINGTON, NORTH CAROLINA
December,2008
� IG�AeyHom
� antlAssa9a�es,lnc.
'�x ' � �i -� :!� �
S mbol ry Ma in Unit Draina e Class H dric Soil �r �;��:..'��ry$, '�' �� '
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LEGEND �'. .4 Fr�. �` yPi �:+��.*��i �l� 'Jf
'� � . � �� _ ��.. o��� . � .�F�'' - - �] ts
, FEMA 100-yr.Floodplain ;;'��.�*•�6', �, .l y ?y ''� 4� • �'y;�• ' . �} � ', �
� City of Wilmington 100-yr.Floodplain ; ;'�`'_ .', �k� �'' _ - � . ' '� . �- `x
1�' �.ti� ��• 1 f� '�, 'i. ���' 'r: 1
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—Reach 2 �,,�a i' i f r, '� i� _ � ' � � =-d'.
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—Reach 3 �� #��:� .r -�. - ' . r -
.yy� ._ �� 4 !�"3�' �'� �r'
Reach4 . :�=I'.` .. = -,. � ' . . ��
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Prepared for: NATURAL RESOURCES REPORT New Hanover County Soils
WILMINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. ° "". CITYOF WILMINGTON, NORTH CAROLINA
G�I� KimleyHom
�� 1 andassaia�es,mc. December,2008
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
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Prepared for: NATURAL RESOURCES REPORT Wetland Survey Map
WIi.IvIINGTON WISTERIA CLEARBROOK DRAINAGE IMPROVEMENTS PROJECT
. �� � ��\ CITY OF WILMINGTON, NORTH CAROLINA
December,2008
G�I� KimleyHom
�I \ aM Assaiates,Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
10 Appendices
10.1 Appendix A — Photo Log
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Photo 2—Typical view of Reach 1,with spoil piles along the eastern stream bank.
==� Project WisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,N.C.
Kimley-Harn Photo Page Photo Date Project Number
and Associates,In�. 1 September 3,2008 011335027
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Photo 4—Typical view of Reach 3, showing the least degraded stream section.
==� Project WisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,N.C.
Kimley-Harn Photo Page Photo Date Project Number
and Associates,In�. 2 September 3,2008 011335027
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Photo 6—View of Reach 5. The stream flows in a shallow ditch in the front yards of houses. A culvert carries the stream under the
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==� Project WisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,N.C.
Kimley-Harn Photo Page Photo Date Project Number
and Associates,In�. 3 September 3,2008 011335027
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Photo 8—View of upland area south of Reach 6.
==� Project WisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,N.C.
Kimley-Harn Photo Page Photo Date Project Number
and Associates,In�. 4 September 3,2008 011335027
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Photo 10—Typical view of Reach 8,with South 58�''Street running on the west side of the stream,and residences abutting the east
side of the stream.
==� Project WisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,N.C.
Kimley-Harn Photo Page Photo Date Project Number
and Associates,In�. 5 September 3,2008 011335027
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
10.2 Appendix B — USACE Wetland Data Forms and Approved
Jurisdictional Determination
26 ��� Kimley-Hom
� and Associates, Inc.
Upland A
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: A
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Magnolia grandiflora T FAC+ 9.
2. Pinus taeda T FAC 10.
3. Quercus nigra T FAC 11.
4. Nyssa sylvatica T OBL 12.
5. Symplocos tinctoria S FAC 13.
6. Lyonia lucida S FACW 14.
7. Osmunda cinnamomea H FACW+ 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >20 (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No saturation or organic material in the upper 20"of soil profile.
Upland A
SOI LS
Map Unit Name
(Series and Phrase): Seagate fine sand Drainage Class: Somewhat poorly drained
Field Observations
Taxonomy(Subgroup): Typic Haplohumods Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/1 N/A N/A Sandy loam
6-12 B 10 YR 3/2 N/A N/A Sandy loam
12-20 B 10 YR 5/2 10 YR 5/3 20°k Sandy clay loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
The upper 4"of the soil profile contained 25°k uncoated sand grains. No organic(mucky)material was present in the sample.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland A
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: A
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Magnolia virginiana T FACW+ 9.
2. Pinus taeda T FAC 10.
3. Acer rubrum T FAC 11.
4. Nyssa sylvatica T OBL 12.
5. Symplocos tinctoria S FAC 13.
6. Lyonia lucida S FACW 14.
7. Magnolia grandiflora S FAC+ 15.
8. Vitis rotundifolia V FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available x Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: �a (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: x Other
Marginal drift lines indicate overbank flooding. Organic material in soil is consistent with regional guidance suggesting hydrology in upper 12"
of soil. No free water was observed in a 20"deep pit.
Wetland A
SOI LS
Map Unit Name
(Series and Phrase): Seagate fine sand Drainage Class: Somewhat poorly drained
Field Observations
Taxonomy(Subgroup): Typic Haplohumods Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-10 A 10 YR 2/1 N/A N/A Loam
10-16 B 10 YR 2/1 N/A N/A Clay loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime x High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Soils have salt and pepper appearance(approximately 5°k uncoated sand grains).There is high organic(muck)content in soil. The soil
characteristics observed do not match the typical profile of Seagate soils. Soils may be of another series,included within the mapped Seagate unit.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland 8
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: B
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Pinus taeda T FAC 9.
2. Liriodendron tulipifera T FAC 10.
3. Acer rubrum T FAC 11.
4. Arundinaria gigantea H FACW 12.
5. Ligustrum sinense H FAC 13.
6. Vitis rotundifolia V FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of wetland hydrology
Upland 8
SOI LS
Map Unit Name
(Series and Phrase): Torhunta loamy fine sand Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Typic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/1 N/A N/A Sandy loam
6-12 B 10 YR 4/3 10 YR 4/1 10°k Sandy clay loam
12-16 B 10 YR 6/1 10 YR 4/1 15°k Sandy clay
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
Observed a high amount(40°k)of uncoated sand grains in the upper 4"of soil profile.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland 8
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: B
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Nyssa sylvatica T OBL 9.
2. Pinus taeda T FAC 10.
3. Acer rubrum T FAC 11.
4. Cyrilla racemiflora S FACW 12.
5. Arundinaria gigantea H FACW 13.
6. Osmunda cinnamomea H FACW+ 14.
7. Woodwardia areolata H OBL 15.
8. Smilax laurifolia V FACW+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: �� (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: x Other
There is high content of organic material in the upper 12"of the soil profile.
Wetland 8
SOI LS
Map Unit Name
(Series and Phrase): Torhunta loamy fine sand Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Typic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 10 YR 2/1 N/A N/A Loam
12-20 B 10 YR 4/1 10 YR 5/3 40°k Sandy clay loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon x Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Hydric determination based on the high content of organic material in the upper 12"of the soil profile. Soil color was not used as a primary indicator
of hydric soil.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland C
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: �
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Liriodendron tulipifera T FAC 9.
2. Liquidambarstyraciflua T FAC+ 10.
3. Acer rubrum T FAC 11.
4. Wisteria sinensis V NI 12.
5. Campsis radicans V FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 80°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology were observed
Upland C
SOI LS
Map Unit Name
(Series and Phrase): Torhunta loamy fine sand Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Typic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/2 N/A N/A Sandy loam
6-10 B1 10 YR 4/3 10 YR 2/2 30°k Sandy
10-16 B2 10 YR 2/2 10 YR 5/3 15°k Loamy sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
Soils are in a disturbed area and do not match description of mapped soil series.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland C
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: �
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Salixnigra T OBL 9.
2. Ligustrum sinense S FAC 10.
3. Wisteria sinensis V NI 11.
4. Arundinaria gigantea H FACW 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 75°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available x Drift Lines
Sediment Deposits
x Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: �2 (in) Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
Wetland C
SOI LS
Map Unit Name
(Series and Phrase): Torhunta loamy fine sand Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Typic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 A 10 YR 2/2 10 YR 3/2 15°k Sandy clay
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon x Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Clayey soils with low chromas and mottling
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland D
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: �
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Pinus taeda T FAC 9.
2. Liriodendron tulipifera T FAC 10.
3. Magnolia grandiflora T FAC+ 11.
4. Liquidambarstyraciflua T FAC+ 12.
5. Persea borbonia S FACW 13.
6. Arundinaria gigantea H FACW 14.
7. Lonicera japonica V FAC- 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 86°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology were observed
Upland D
SOI LS
Map Unit Name
(Series and Phrase): Johnston soils Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Cumulic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 A 10 YR 4/3 N/A N/A Sand
5-18 B 10 YR 4/2 N/A N/A Loamy sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
Soils are along roadside-possibly disturbed during road construction/fill in the past.50°k uncoated sand grains in the A horizon.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland D
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/2/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: �
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Acer rubrum T FAC 9.
2. Liriodendron tulipifera T FAC 10.
3. Nyssa sylvatica T OBL 11.
4. Persea borbonia S FACW 12.
5. Woodwardia areolata H OBL 13.
6. Osmunda cinnamomea H FACW+ 14.
7. Smilax laurifolia V FACW+ 15.
8. Lonicera japonica V FAC- 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 88°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: a (in) Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: x Other
High content of organic material in upper soil horizon
Wetland D
SOI LS
Map Unit Name
(Series and Phrase): Johnston soils Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Cumulic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-20 A 10 YR 2/1 N/A N/A Loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon x Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface x Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Very high content of organics in soil
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland E
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/4/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: E
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Pinus taeda T FAC 9.
2. Quercus nigra T FAC 10.
3. Quercus alba T FACU 11.
4. Liriodendron tulipifera T FAC 12.
5. Morella cerifera S FAC+ 13.
6. Magnolia grandiflora S FAC+ 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 83°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology were observed.
Upland E
SOI LS
Map Unit Name
(Series and Phrase): Seagate fine sand Drainage Class: Somewhat poorly drained
Field Observations
Taxonomy(Subgroup): Typic Haplohumods Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/2 N/A N/A Sand
6-14 B 10 YR 3/2 10 YR 6/3 20°k Sand
14-18 C 10 YR 5/3 10 YR 5/2 15°k Sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
50°k uncoated sand grains in the upper 6"of soil profile
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland E
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/4/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: E
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Acer rubrum T FAC 9.
2. Nyssa sylvatica T OBL 10.
3. Cyrilla racemiflora S FACW 11.
4. Quercus nigra S FAC 12.
5. Arundinaria gigantea H FACW 13.
6. Osmunda regalis H OBL 14.
7. Woodwardia areolata H OBL 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other x Water Marks
x No Recorded Data Available x Drift Lines
Sediment Deposits
x Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: o (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: o (in) x Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
Wetland E
SOI LS
Map Unit Name
(Series and Phrase): Seagate fine sand Drainage Class: Somewhat poorly drained
Field Observations
Taxonomy(Subgroup): Typic Haplohumods Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-20 A 10 YR 2/1 N/A N/A Mucky loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon x Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
High organic content in A horizon.Observed soil profile does not match description of typical Seagate soil profile.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland F
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/4/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: F
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Pinus taeda T FAC 9.
2. Quercus nigra T FAC 10.
3. Quercus alba T FACU 11.
4. Liriodendron tulipifera T FAC 12.
5. Morella cerifera S FAC+ 13.
6. Magnolia grandiflora S FAC+ 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 83°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology were observed.
Upland F
SOI LS
Map Unit Name
(Series and Phrase): Seagate fine sand Drainage Class: Somewhat poorly drained
Field Observations
Taxonomy(Subgroup): Typic Haplohumods Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/2 N/A N/A Sand
6-14 B 10 YR 3/2 10 YR 6/3 20°k Sand
14-18 C 10 YR 5/3 10 YR 5/2 15°k Sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland F
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/4/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: F
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Acer rubrum T FAC 9.
2. Nyssa sylvatica T OBL 10.
3. Ulmus americana T FACW 11.
4. Fraxinus pennsylvanica T FACW 12.
5. Persea borbonia S FACW 13.
6. Ligustrum sinense S FAC 14.
7. Osmunda regalis H OBL 15.
8. Saururus cernuus H OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other x Water Marks
x No Recorded Data Available x Drift Lines
x Sediment Deposits
x Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: 2 (in) x Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
Wetland F
SOI LS
Map Unit Name
(Series and Phrase): Johnston soils Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Cumulic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-20 A 10 YR 2/1 N/A N/A Mucky loam
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon x Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
High organic content in A horizon.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Upland G
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/10/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: G
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Magnolia grandiflora T FAC+ 9.
2. Pinus taeda T FAC 10.
3. Fescue spp. H NI 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 67°k
Remarks:
Upland consists of a grassy yard and maintained right-of-way along Shuney Road
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >�s (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology observed;evaluation conducted during rain
Upland G
SOI LS
Map Unit Name
(Series and Phrase): Johnston soils Drainage Class: Very poorly drained
Field Observations
Taxonomy(Subgroup): Cumulic Humaquepts Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 A 10 YR 3/1 N/A N/A Sandy loam
5-12 B 10 YR 5/3 N/A N/A Sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
20-30°k uncoated sand grains
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Wetland G
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/10/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: G
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Taxodium distichum T OBL 9.
2. Nyssa sylvatica T OBL 10.
3. Alnus serrulata T FACW+ 11.
4. Liquidambarstyraciflua T FAC+ 12.
5. Berchemia scandens V FACW 13.
6. Boehmeria cylindrica H FACW+ 14.
7. Woodwardia areolata H OBL 15.
8. Saururus cernuus H OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge x Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other x Water Marks
x No Recorded Data Available x Drift Lines
x Sediment Deposits
x Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: 0-6 (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: o (in) x Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: x Other
Buttressed tree trunks; Raining during evaluation.
Wetland G
SOI LS
Map Unit Name
(Series and Phrase): Baymeade fine sand, 1-6%slopes Drainage Class: Well drained soil
Field Observations
Taxonomy(Subgroup): Arenic Hapludults Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-7 A 10 YR 2/1 N/A N/A Loam
7-20 B 10 YR 5/2 N/A N/A Loamy sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime x High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Mucky texture in upper horizon; Soil profile does not match mapped soil series description.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Wetland is associated with a perennial stream system
Upland H/1
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/11/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: H/I
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Upland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Magnolia grandiflora T FAC+ 9.
2. Quercus nigra T FAC 10.
3. Acer rubrum T/S FAC 11.
4. Liquidambarstyraciflua T/S FAC+ 12.
5. Liriodendron tulipifera T/S FAC 13.
6. Ligustrum sinense T/S FAC 14.
7. Vitis rotundifolia V FAC 15.
8. Smilax rotundifolia V FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 inches
Other Water Marks
x No Recorded Data Available Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: N/A (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: Nia (in) Water Stained Leaves
Depth to Saturated Soil: >20 (in) Local Soil Survey Data
Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: Other
No visual indicators of hydrology observed
Upland H/1
SOI LS
Map Unit Name
(Series and Phrase): Tidal Marsh Drainage Class: N/A
Field Observations
Taxonomy(Subgroup): N/A Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10 YR 2/2 N/A N/A Sand
6-12 B1 10 YR 5/4 10 YR 5/2 15°k Sand
12-20 B2 10 YR 5/1 10 YR 2/1 15°k Sand
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) N
Remarks:
This upland area is not a tidal marsh, as mapped on the Soil Survey. Soils are not flooded daily by tides.
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? N
Hydric Soils Present? N
Is this sampling point a Wetland? N
Remarks:
Uplands include spoil pile along ditch,2-4'in elevation and extends into grassy, maintained yards in a residential neighborhood.
Wetland H/1
DATA FORM ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Wisteria Date: 9/11/2008
AppliCant/Owner: City of Wilmington County: New Hanover
Kimley-Horn and Associates, Inc. NC
Investigator: (Todd Tugwell) State:
Do Normal Circumstances exist on this site? Yes Community ID: H/I
Is the site significantly disturbed (Atypical Situation?) N� Transect ID: �
Is the area a potential Problem Area? N� Plot ID: Wetland
Vegetation
Dominant Plant Species Stratum Indicator pominant Plant Species Stratum Indicator
1. Taxodium distichum T OBL 9.
2. Nyssa sylvatica T OBL 10.
3. Quercus nigra T FAC 11.
4. Cyrilla racemiflora T FACW 12.
5. Ligustrum sinense S FAC 13.
6. Persea borbonia S FACW 14.
7. Toxicodendron radicans V FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FACU): 100°k
Remarks:
Hydrology:
RECORDED DATA: PRIMARYINDICATORS:
Stream, Lake, or Tide Gauge x Inundated
Aerial Photographs x Saturated in Upper 12 inches
Other x Water Marks
x No Recorded Data Available x Drift Lines
x Sediment Deposits
Drainage Patterns in Wetlands
FIELD OBSERVATIONS: SECONDARY INDICATORS:
Depth to Surface Water: 0-6 (in) Oxidized Root Channels in Upper 12 inches
Depth to Free Water in Pit: o (in) x Water Stained Leaves
Depth to Saturated Soil: o (in) Local Soil Survey Data
x Fac-Neutral Test
WETLAND HYDROLOGY INDICATORS: x Other
Buttressed tree trunks
Wetland H/1
SOI LS
Map Unit Name
(S@fl@S aI1CI Pf1faS@�: Baymeade-Urban land complex,1-6%slopes Drainage Class: N/A
Field Observations
Taxonomy(Subgroup): N/A Confirm Mapped Type? (Y/N)
PROFILE DESCRIPTION
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 A 10 YR 2/1 N/A N/A Muck
4-20 B 10 YR 2/2 N/A N/A Muck
HYDRIC SOIL INDICATORS
Histosol Reducing Conditions Organic Streaking in Sandy Soils
Histic Epipedon Gleyed or Low-Chroma Colors Listed on Local Hydric Soils List
x Sulfidic Odor Concretions Listed on National Hydric Soils List
Aquic Moisture Regime x High Organic Content in Surface Other(Explain in remarks)
Layer in Sandy Soils
Hydric Soil Present? (Y/N) v
Remarks:
Highly organic, mucky soil to 20"deep;
WETLAND DETERMINATION (Y/N)
Hydrophytic Vegetation Present? v
Wetland Hydrology Present? v
Hydric Soils Present? v
Is this sampling point a Wetland? v
Remarks:
Wetland is associated with a perennial stream system
�
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2(TII9-00127 County: New Hanover U.S.G.S. Quad: Wri�htsville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: City of Wilmin�ton,Stormwater Services
Address: Attn: Mr.Dave Mayes
209 Coleman Drive
Wilmin�ton,NC 28402
Telephone No.: 910-343-4777
Property description:
Size(acres) appx•2 Nearest Town Wilmington
Nearest Waterway UT to Hewletts Creek River Basin Cape Fear
USGS HUC 03030001 Coordinates N 34.2033 W-77.8539
Location description The Wisteria/Clearbrook Draina2e Improvement Proiect area is located alon�a Citv of
Wilmin�ton Draina�e Easement be�innin�at Verbenia Drive and 58th Street and terminates at the intersection of
Sharon and Patricia Drives,in an annamed tributarv to Hewletts Creek in Wilmington NC.
Indicate VGhich of the Followin�Apply:
A. Preliminary Determination
_ Based on preliminary information,there may be wetlands on the above described property. We strongly suggest you have s
this property inspected to determuie the extent of Department of the Army(DA)jurisdiction. To be considered fmal, a
jurisdictiona] 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 otu-published regulations, this determination may be re??ed 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.
X We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present warkload,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 verifed by the ��:YS.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongiy
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.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or aur 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.
Page 1 of 2
Action ID: o�Q� -- (SO jo�-�
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(910)796-7215 to determine
their requirements. —
Placement of dredged or fill material within waters of the US and/ar 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 Jennifer Frve at 910-251-4923.
C. Basis For Determination -
This uroiect area contains a waterbodv that exhibits an ordinarv hi�h water mark and is a tributary to Hewletts
Creek,a Navigable Water of the U.S. Portions of this project area also exhibit wetland criteria as described 'rn the 1987
Corps Wetland Delineation Manual and are adiacent to an unnamed tributarv to Hewletts Creek This determination
is based_on_i_nformation submitted bv Kimlev-Horn and Associates Inc a site visit bv Jennifer Frve Emilv Burton and
K�mberly Garvey on 12/9/2008 and the U.S Armv Corps of Engineers Re�ulatorv National Standard Oueratin�
Procedures for iurisdictional determinations and the Armv/EPA Rapanos guidance issued 6/5/2007
D. Remarks
E. A�pcaI� II?fOd'1??�±lOri (This ir.#'o�'mstior� 2pRl�es nnl�±n ���roved jurisdictional [�eterminations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional deterniination for the above described site. If you object to this
detennination,you ma}�request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a b
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 Engizieer,Wilmington Regulatory Division
Attn:Jennifer Frye,Project Manager,
. Wilmington Regulatory Pield Office
69 Darlington Avenue
Wilmington,North Carolina 28403
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 R�'A farm, it must be received at the above address by 3.21.09.
**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:
Date ay/Zii2009 Expiration Date O1/21/2014
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 hrip://regulatory.usacesurvev.com/ to
complete the survey online.
Copy fiunished:
Chad Coburn,DENR-DWQ,Wilmington Regional Office, 127 Cardinal Drive Ext.,Wilmington,NC 28405
Kimley-Horn and Associates, Inc., PO Box 33068, Raleigh,NC 27636-3068
Page 2 of 2
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
10.3 Appendix C — NCDWQ Stream Identification Forms
63 ��� Kimley-Hom
� and Associates, Inc.
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 1 a- Long Longitude:
Pro 1
Total Points: 35
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 14.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 10.5
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Low tide-Tidal
1 Dragonfly larvae
Isopods
Gambusia
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 1 b Longitude:
Total Points: 36.5
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 15.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10.5
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 10.5
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Mayflies, Dragon fly larvae, shrimp, crayfish,
Snails,water beetles
Above Tidal influence
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 2- Long Longitude:
Pro 2
Total Points: 48
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 27.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 11.5
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 9
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
4 Species of may flies
Snails
Gambusia
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 3-XS 5&6 Longitude:
Shuney& Brittain
Total Points: 49.5
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 27.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 11.5
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 10.5
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Snails, Mayfles, Caddis Flies
Very variable urban channel. Not ditched (recently) or incised
Good riffle/pool
3 or 4 specides of mayflies and salamanders
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 4- Dogwood Longitude:
Total Points: 36
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 18.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10.5
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 7
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Degraded, (recently relocated?), ditched
Gambusia
Amphipods
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 4- Plover Longitude:
Court
Total Points: 34
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 12.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 8.5
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 13
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Water beetles, snails, gambusia
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 6- Forested Longitude:
Area
Total Points: 27.5
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 10.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 7
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 7- Ruxton & Longitude:
58th
Total Points: 32.5
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 9.5 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 13
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
Damsel fly larvae, dragon fly larvae, big water beetles (2 species)
Mayflies, frogs
North Carolina Division of Water Quality-Stream Identification Form,Version 3.1
Date: 9/3/2008 Project: Wisteria Latitude:
Evaluator: TSJ Site: Reach 8-58th Street Longitude:
Total Points: 30.5
Stream is at least intermittent County: New Hanover Other
e.g.Quad Name:
if>_19 or perennial if>_30
A. Geomorphology Subtotal = 8 Absent Weak Moderate Strong Score
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 0 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing No=0 Yes = 3
USGS or NRCS map or other documented evidence.
a Man-made ditches are not rated;see discussion in manual
B. Hydrology Subtotal = 10
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and >48 hrs since rain, or 0 1 2 3
Water in channel --dry or growing season
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No=0 Yes = 1.5
C. Biolo Subtotal = 12.5
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b.Wetland plants in streambed FAC=0.5;FACW=0.75;OBL=1.5;sav=2.0;Other=0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
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Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
10.4 Appendix D — U.S. Fish and Wildlife Service and N.C. Natural Heritage
Program Database Lists of Protected Species
73 ��� Kimley-Hom
� and Associates, Inc.
: �
Endangered Species, Threatened Species,Federal Species of Concern, and
Candidate Species,
New Hanover County, North Carolina
�7
Updated: 01-31-2008
Critical Habitat Designations:
Piping plover - Charadrius melodus - See the Federal Register for a description of the primary constituent elements
essential for the conservation of wintering piping plovers within the designated units. This document also contains a
map and a description of each designated unit.
Federal Register Reference: July10, 2001, Federal Register, 66:36038?36136.
Common Name Scientific name Federal Record Status
Status
Vertebrate:
American alligator Alligator mississippiensis T (S/A) Current
American eel Anguilla rostrata FSC Current
Carolina crawfish frog Rana capito capito FSC Current
Eastern painted bunting Passerina ciris ciris FSC Current
Green sea turtle Chelonia mydas T Current
Loggerhead sea turtle Caretta caretta T Current
Mimic glass lizard Ophisaurus mimicus FSC Historic
Northern pine snake Pituophis melanoleucus FSC Current
melanoleucus
Piping plover Charadrius melodus T Current
Rafinesque's big-eared bat Corynorhinus rafinesquii FSC Current
Red-cockaded woodpecker Picoides borealis E Current
Shortnose sturgeon Acipenser brevirostrum E Current
Southeastern myotis Myotis austroriparius FSC Current
Southern hognose snake Heterodon simus FSC Current
West Indian manatee Trichechus manatus E Current
Invertebrate:
Buchholz's dart moth Agr�otis buchholzi FSC Current
Cape Fear threetooth Triodopsis soelneri FSC Current
Eastern beard grass skipper Atrytone arogos arogos FSC Obscure
Greenfield rams-horn Helisoma eucosmium FSC Historic
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Loammi skipper Atrytonopsis loammi FSC Obscure
Magnificent rams-horn Planorbella magnifica FSC Historic
Rare skipper Problema bulenta FSC Current
Vascular Plant:
Bog St. John's-wort Hypericum adpressum FSC Historic
Carolina bishopweed Ptilimnium ahlesii FSC Current
Carolina lead-plant Amorpha georgiana var. confusa FSC Historic
Coastal beaksedge Rhynchospora pleiantha FSC Current
Coastal goldenrod Solidago villosicarpa FSC Historic
Dune blue curls Trichostema sp. 1 FSC Current
False coco Pteroglossaspis ecristata FSC Historic
Grassleaf arrowhead Sagittaria weatherbiana FSC Current
Pickering's dawnflower Stylisma pickeringii var.pickeringii FSC Current
Pondspice Litsea aestivalis FSC Current
Raven's boxseed Ludwigia ravenii FSC Historic
Rough-leaved loosestrife Lysimachia asperulaefolia E Current
Sandhills milk-vetch Astragalus michauxii FSC Historic
Seabeach amaranth Amaranthus pumilus T Current
Small-leaved meadow-rue Thalictrum macrostylum FSC Current
Spring-flowering goldenrod Solidago verna FSC Current
Tough bumelia Sidero�ylon tenax FSC Historic
Venus' fly-trap Dionaea muscipula FSC Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E= endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T =threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a significant
portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C1" candidate species.)
BGPA=Bald and Golden Eagle Protection Act. See below.
FSC=federal species of concern. A species under consideration for listing, for which there is insufficient information
to support listing at this time. These species may or may not be listed in the future, and many of these species were
formerly recognized as "C2" candidate species.
T(S/A) =threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with
another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or threatened
and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for
consultation purposes, and as species proposed for listing on private land.
P =proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Ea�le Protection Act (BGPA�
In the July 9, 2007 Federal Register(7237346-37372), the bald eagle was declared recovered, and removed (de-listed)
from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007. After delisting,
12/O 1/2008
the Bald and Golden Eagle Protection Act(Eagle Act) (16 U.S.C. 668-668d)becomes the primary law protecting bald
eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of"take" that
includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to
land managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit
http://www.fws.gov/migrator�birds/baldeagle.htm
Threatened due to similarity of a�pearance(T(S/A�:
In the November 4, 1997 Federal Register(55822-55825), the northern population of the bog turtle (from New York
south to Maryland)was listed as T (threatened), and the southern population (from Virginia south to Georgia)was
listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and interstate
and international commercial trade of bog turtles from the southern population. The T(S/A) designation has no effect
on land management activities by private landowners in North Carolina, part of the southern population of the species.
In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the
bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current- the species has been observed in the county within the last 50 years.
Historic -the species was last observed in the county more than 50 years ago.
Obscure -the date and/or location of observation is uncertain.
Incidental/migrant-the species was observed outside of its normal range or habitat.
Probable/potential -the species is considered likely to occur in this county based on the proximity of known records (in
adjacent counties), the presence of potentially suitable habitat, or both.
12/O 1/2008
NC NHP County Element Search Results
New Search
Returned Elements: 62 using: NEW HANOVER LISTED
[Invertebrate Animal 7] [Vascular Plant 23] [Vertebrate Animal 32]
Major Grou� Scientific Name Common Name State Federal State Global County- Map_
Status Status Rank Rank Status Habitat
Invertebrate Anodonta couperiana Barrel Floater E None SH G4 New Hanover Link
Animal -Historical
Invertebrate Atrytone arogos arogos Arogos Skipper SR FSC S1 G3T1 T2 New Hanover Link
Animal -Obscure
Invertebrate Atrytonopsis loammi Loammi Skipper SR FSC SH G1 New Hanover Link
Animal -Obscure
Invertebrate Helisoma eucosmium Greenfield Rams-horn E FSC S1 G1Q New Hanover Link
Animal -Historical
Invertebrate p�anorbella magnifica Magnificent Rams-horn E FSC S1 G1 New Hanover Link
Animal -Historical
Invertebrate problema bulenta Rare Skipper SR FSC S1 G2G3 New Hanover Link
Animal -Current
Invertebrate Triodopsis soelneri Cape Fear Threetooth T FSC S2 G2 New Hanover Link
Animal -Current
Vascular Plant Amaranthus pumilus Seabeach Amaranth T T S2 G2 New Hanover Link
-Current
Vascular Plant Amorpha georgiana var. confusa Savanna Indigo-bush T FSC S3 G3T3 New Hanover Link
-Historical
Vascular Plant Astragalus michauxii Sandhills Milk-vetch T FSC S3 G3 New Hanover Link
-Historical
Vascular Plant Crocanthemum nashii Florida Scrub Frostweed E None S1 G3? New Hanover Link
-Current
Vascular Plant Dionaea muscipula Venus Flytrap SR-L, FSC S3 G3 New Hanover Link
SC -Current
Vascular Plant Gaylussacia nana Confederate Huckleberry E None S1 G4 New Hanover Link
-Current
Vascular Plant Lilaeopsis carolinensis Carolina Grasswort T None S2 G3G5 New Hanover Link
-Current
Vascular Plant Litsea aestivalis Pondspice SR-T FSC S2S3 G3 New Hanover Link
-Current
Vascular Plant Lophiola aurea Golden-crest E None S2 G4 New Hanover Link
-Current
Vascular Plant Ludwigia ravenii Raven's Seedbox SR-T FSC S1 G1 G2 New Hanover Link
-Historical
Vascular Plant Lysimachia asperulifolia Rough-leaf Loosestrife E E S3 G3 New Hanover Link
-Current
Vascular Plant Platanthera nivea Snowy Orchid T None S1 G5 New Hanover Link
-Historical
Vascular Plant Pteroglossaspis ecristata Spiked Medusa E FSC S1 G2G3 New Hanover Link
-Historical
Vascular Plant Ptilimnium ahlesii Carolina Bishop-weed SR-L FSC S1 G1 New Hanover Link
-Current
Vascular Plant Rhynchospora pleiantha Coastal Beaksedge T FSC S2 G3 New Hanover Link
-Current
Vascular Plant Sagittaria weatherbiana Grassleaf Arrowhead SR-T FSC S2 G5T2 New Hanover Link
-Current
Vascular Plant Sideroxylon tenax Tough Bumelia SR-P FSC S1 G3? New Hanover Link
-Historical
Vascular Plant Solidago verna Spring-flowering Goldenrod T FSC S3 G3 New Hanover Link
-Current
Vascular Plant Solidago villosicarpa Coastal Goldenrod E FSC S1 G1 New Hanover Link
-Historical
Vascular Plant Stylisma pickeringii var.pickeringii Pickering's Dawnflower E FSC S3 G4T3 New Hanover Link
-Current
Vascular Plant Thalictrum macrostylum Small-leaved Meadowrue SR-L FSC S2 G3G4 New Hanover Link
-Current
Vascular Plant Trichostema sp. 1 Dune Bluecurls SR-L FSC S2 G2 New Hanover Link
-Current
Vascular Plant Utricularia olivacea DwarF Bladderwort T None S2 G4 New Hanover Link
-Current
Vertebrate Acipenserbrevirostrum Shortnose Sturgeon E E S1 G3 New Hanover Link
Animal -Current
Vertebrate Alligatormississippiensis American Alligator T T S3 G5 New Hanover Link
Animal -Current
Vertebrate Caretta caretta Loggerhead T T S3B,S3N G3 New Hanover Link
Animal -Current
Vertebrate Charadrius melodus Piping Plover T T S2B,S2N G3 New Hanover Link
Animal -Current
Vertebrate Chelonia mydas Green Turtle T T S1 B,SUN G3 New Hanover Link
Animal -Current
Vertebrate Condylura cristata pop. 1 Star-nosed Mole-Coastal SC None S2 G5T2Q New Hanover Link
Animal Plain Population -Historical
Vertebrate Corynorhinus rafinesquii macrotis Rafinesque's Big-eared Bat- T FSC S3 G3G4TNR New Hanover Link
Animal Coastal Plain Subspecies -Obscure
Vertebrate Crotalus adamanteus Eastern Diamondback E None S1 G4 New Hanover Link
Animal Rattlesnake -Current
Vertebrate Crotalus horridus Timber Rattlesnake SC None S3 G4 New Hanover Link
Animal -Current
Vertebrate Egretta caerulea Little Blue Heron SC None S3B,S3N G5 New Hanover Link
Animal -Current
Vertebrate Egretta thula Snowy Egret SC None S3B,S3N G5 New Hanover Link
Animal -Current
Vertebrate Egretta tricolor Tricolored Heron SC None S3B,S3N G5 New Hanover Link
Animal -Current
Vertebrate Heterandria formosa Least Killifish SC None S2 G5 New Hanover Link
Animal -Current
Vertebrate Heterodon simus Southern Hognose Snake SC FSC S2 G2 New Hanover Link
Animal -Current
Vertebrate Lanius ludovicianus Loggerhead Shrike SC None S3B,S3N G4 New Hanover Link
Animal -Current
Vertebrate Laterallus jamaicensis Black Rail SR FSC S3B,S2N G4 New Hanover Link
Animal -Current
Vertebrate Malaclemys terrapin centrata Carolina Diamondback SC None S3 G4T4Q New Hanover Link
Animal Terrapin -Current
Vertebrate Micrurus fulvius Eastern Coral Snake E None S1 G5 New Hanover Link
Animal -Current
Vertebrate Myotis austroriparius Southeastern Myotis SC FSC S2 G3G4 New Hanover Link
Animal -Current
Vertebrate Myotis septentrionalis Northern Myotis W2 None S3S4 G4 New Hanover Link
Animal -Current
Vertebrate Neotoma floridana floridana Eastern Woodrat-Coastal T None S1 G5T5 New Hanover Link
Animal Plain Population -Current
Vertebrate Ophisaurus mimicus Mimic Glass Lizard SC FSC S2 G3 New Hanover Link
Animal -Historical
Vertebrate passerina ciris ciris Eastern Painted Bunting SR FSC S3B G5T3T4 New Hanover Link
Animal -Current
Vertebrate p�coides borealis Red-cockaded Woodpecker E E S2 G3 New Hanover Link
Animal -Current
Vertebrate Pituophis melanoleucus Northern Pine Snake SC FSC S3 G4T4 New Hanover Link
Animal melanoleucus -Current
Vertebrate p�egadis falcinellus Glossy Ibis SC None S2B G5 New Hanover Link
Animal -Current
Vertebrate Rana capito Carolina Gopher Frog T FSC S2 G3 New Hanover Link
Animal -Current
Vertebrate Rynchops niger Black Skimmer SC None S3B,S3N G5 New Hanover Link
Animal -Current
Vertebrate Sistrurus miliarius Pigmy Rattlesnake SC None S3 G5 New Hanover Link
Animal -Current
Vertebrate Stema hirundo Common Tern SC None S3B G5 New Hanover Link
Animal -Current
Vertebrate Stemula antillarum Least Tern SC None S3B G4 New Hanover Link
Animal -Current
Vertebrate Trichechus manatus West Indian Manatee E E S1 N G2 New Hanover Link
Animal -Current
NC NHP database updated on Sunday, May 4th, 2008.
Search performed on Monday, 22 September 2008 @ 14:37:21 EDST
Explanation of Codes
EXPLANATION OF CODES FOR COUNTY AND QUAD STATUS LISTS
The county and quadrangle status lists provided by the NC Natural Heritage Program tally the elements of natural diversity(rare
plants and animals, rare and exemplary natural communities, and special animal habitats)known to occur in all North Carolina
counties and USGS 7.5-minute quadrangles. The information on which these lists is based comes from a variety of sources,
including field surveys,museums,herbaria, scientific literature, and personal communications. These lists are dynamic,with new
records continually being added and old records being revised as new information is received. As a result, a list cannot be
considered a definitive record of the elements of natural diversity present in a given county or quad and should not be used as a
substitute for field surveys.When this information is used in any document,we request that the date this list was compiled be
given and that the NC Natural Heritage Program be credited.
STATESTATUS
CODE STATUS CODE STATUS
�E Endangered SR Significantly Rare
0 Threatened EX Extirpated
SC Special Concern P_ Proposed (used only as a qualif�ier of the
ranks above)
0 Candidate
NOTE: the definitions of state statuses of plants and animals differ. Below are summaries of the statuses for each group.
Plant statuses are determined by the Plant Conservation Program (NC Department of Agriculture) and the Natural Heritage
Program (NC Department of Environment and Natural Resources). Endangered, Threatened, and Special Concern species are
protected by state law (Plant Protection and Conservation Act, 1979). Candidate and Significantly Rare designations indicate
rarity and the need for population monitoring and conservation action.Note that plants can have a double status, e.g., E-SC,
indicates that while the plant is endangered, it is collected or sold under regulation.
CODE STATUS DEFINITION
E Endangered "Any species or higher taxon of plant whose continued existence as a viable component of the
State's flora is determined to be in jeopardy" (GS 19B 106: 202.12). (Endangered species may not
be removed from the wild except when a permit is obtained for research,propagation, or rescue
which will enhance the survival of the species.)
T Threatened "Any resident species of plant which is likely to become an endangered species within the
foreseeable future throughout all or a significant portion of its range" (GS 19B 106:202.12).
(Regulations are the same as for Endangered species.)
SC Special "Any species of plant in North Carolina which requires monitoring but which may be collected
Concern and sold under regulations adopted under the provisions of[the Plant Protection and
Conservation Act]" (GS 19B 106:202.12). (Special Concern species which are not also listed as
Endangered or Threatened may be collected from the wild and sold under specific regulations.
Propagated material only of Special Concern species which are also listed as Endangered or
Threatened may be traded or sold under specific regulations.)
C Candidate Species which are very rare in North Carolina,generally with 1-20 populations in the state,
generally substantially reduced in numbers by habitat destruction (and sometimes also by direct
exploitation or disease). These species are also either rare throughout their ranges (fewer than
100 populations total) or disjunct in North Carolina from a main range in a different part of the
country or world. Also included are species which may have 20-50 populations in North
Carolina,but fewer than 50 populations rangewide. These are species which have the
preponderance of their distribution in North Carolina and whose fate depends largely on their
conservation here. Also included are many species known to have once occurred in North
Carolina but with no known extant occurrences in the state (historical or extirpated species); if
these species are relocated in the state,they are likely to be listed as Endangered or Threatened. If
present land use trends continue, candidate species are likely to merit listing as Endangered or
Threatened.
��
12/O 1/2008
SR Significantly Species which are very rare in North Carolina,generally with 1-20 populations in the state,
Rare generally substantially reduced in numbers by habitat destruction (and sometimes also by direct
exploitation or disease). These species are generally more common somewhere else in their
ranges, occurring in North Carolina peripherally to their main ranges,mostly in habitats which
are unusual in North Carolina. Also included are some species with 20-100 populations in North
Carolina, ifthey also have only 50-100 populations rangewide and are declining.
-L Limited The range of the species is limited to North Carolina and adjacent states (endemic or near
endemic). These are species which may have 20-50 populations in North Carolina,but fewer than
50 populations rangewide. The preponderance of their distribution is in North Carolina and their
fate depends largely on conservation here. Also included are some species with 20-100
populations in North Carolina, if they also have only 50-100 populations rangewide and
declining.
-�T Throughout These species are rare throughout their ranges (fewer than 100 populations total)
-�D Disjunct The species is disjunct to NC from a main range in a different part of the country or world.
-P Peripheral The species is at the periphery of its range in NC. These species are generally more common
somewhere else in their ranges, occurring in North Carolina peripherally to their main ranges,
mostly in habitats which are unusual in North Carolina.
�Other The range of the species is sporadic or cannot be described by the other Significantly Rare
categories
�Proposed A species which has been formally proposed for listing as Endangered, Threatened, or Special
Concern,but has not yet completed the legally mandated listing process.
Animal statuses are determined by the Wildlife Resources Commission and the Natural Heritage Program. Endangered,
Threatened, and Special Concern species of mammals,birds, reptiles, amphibians, freshwater fishes, and freshwater and terrestrial
mollusks have legal protection status in North Carolina(Wildlife Resources Commission). The Significantly Rare designation
indicates rarity and the need for population monitoring and conservation action.
CODE STATUS DEFINITION
E Endangered "Any native or once-native species of wild animal whose continued existence as a viable
component of the State's fauna is determined by the Wildlife Resources Commission to be in
�eopardy or any species of wild animal determined to be an'endangered species'pursuant to the
Endangered Species Act." (Article 25 of Chapter 113 ofthe General Statutes; 1987).
T Threatened "Any native or once-native species of wild animal which is likely to become an endangered
species within the foreseeable future throughout all or a significant portion of its range, or one
that is designated as a threatened species pursuant to the Endangered Species Act." (Article 25 of
Chapter 113 of the General Statutes; 1987).
SC Special "Any species of wild animal native or once-native to North Carolina which is determined by the
Concern Wildlife Resources Commission to require monitoring but which may be taken under regulations
adopted under the provisions of this Article." (Article 25 of Chapter 113 of the General Statutes;
1987).
SR Significantly Any species which has not been listed by the N.C.Wildlife Resources Commission as an
Rare Endangered, Threatened, or Special Concern species,but which exists in the state in small
numbers and has been determined by the N.C.Natural Heritage Program to need monitoring.
(This is a N.C.Natural Heritage Program designation.) Significantly Rare species include
"peripheral" species,whereby North Carolina lies at the periphery of the species' range (such as
Hermit Thrush). The designation also includes marine and estuarine fishes identified as
"Vulnerable" by the N.C. State Museum of Biological Sciences (Ross et al., 1988, Endangered,
Threatened, and Rare Fauna of North Carolina. Part IL A Reevaluation of the Marine and
Estuarine Fishes).
EX Extirpated A species which is no longer believed to occur in the state.
P_ Proposed Species has been proposed by a Scientific Council as a status (Endangered, Threatened, Special
Concern,Watch List, or for De-listing)that is different from the current status,but the status has
not yet been adopted by the Wildlife Resources Commission and by the General Assembly as
12/O 1/2008
law. In the lists of rare species in this book,these proposed statuses are listed in parentheses
below the current status. Only those proposed statuses that are different from the current statuses
are listed.
FEDERALSTATUS
These statuses are designated by the US Fish and Wildlife Service. Federally listed Endangered and Threatened species are
protected under the provisions of the Endangered Species Act of 1973,as amended through the 100th Congress. Unless otherwise
noted, definitions are taken from the Federal Register,Vol. 56,No. 225,November 21, 1991 (50 CFR Part 17).
CODE STATUS DEFINITION
E�Endangered A taxon "in danger of extinction throughout all or a significant portion of its range."
❑Threatened A taxon "likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range."
EXN Endangered,nonessential The Endangered Species Act permits the reintroduction of endangered animals as
experimental population. "nonessential experimental" populations. Such populations, considered nonessential to
the survival of the species, are managed with fewer restrictions than populations listed as
endangered.
T Threatened due to The Endangered Species Act authorizes the treatment of a species (subspecies or
(S/A) Similarity of population segment) as threatened even though it is not otherwise listed as threatened i£
Appearance. (a) The species so closely resembles in appearance a threatened species that enforcement
personnel would have substantial difficulty in differentiating between the listed and
unlisted species; (b)the effect of this substantial diff�iculty is an additional threat to a
threatened species; and (c) such treatment of an unlisted species will substantially
facilitate the enforcement and further the policy of the Act. The American Alligator has
this designation due to similarity of appearance to other rare crocodilians. The Bog Turtle
(southern population)has this designation due to similarity of appearance to Bog Turtles
in the threatened northern population.
❑Candidate. A taxon under consideration for which there is sufficient information to support listing.
This category was formerly designated as a Candidate 1 (C1) species.
FSC Federal "Species of (Also called "Species at Risk"). Formerly defined as a taxon under consideration for
Concern" which there is insufficient information to support listing; formerly designated as a
Candidate 2 (C2) species.
PE Proposed Endangered Species has been proposed for listing as endangered.
PD Proposed De-listed Species has been proposed for de-listing.
GLOBAL AND STATE RANKS
These ranks are determined by The Nature Conservancy's system of ineasuring rarity and threat status. "Global" refers to
worldwide ranks and "State"to statewide ranks.
STATE DEFINITIONS
RANK
S 1 Critically imperiled in North Carolina because of extreme rarity or otherwise very
vulnerable to extirpation in the state.
S2 Imperiled in North Carolina because of rarity or otherwise vulnerable to extirpation in
the state.
S3 Rare or uncommon in North Carolina.
S4 Apparently secure in North Carolina,with many occurrences.
SS Demonstrably secure in North Carolina and essentially ineradicable under present
conditions.
��
12/O 1/2008
SA IAccidental or casual; one to several records for North Carolina,but the state is outside I
the normal range of the species.
SH Historic record: the element is either extirpated from the county or quad, or there have
not been any recent surveys to verify its continued existence.
SR Reported from North Carolina,but without persuasive documentation for either
accepting or rejecting the report.
SX Believed to be extirpated from North Carolina.
SU Possibly in peril in North Carolina,but status uncertain; more information is needed.
S? Unranked, or rank uncertain.
S_B Rank of breeding population in the state. Used for migratory species only.
S N Rank of non-breeding population in the state. Used for migratory species only.
SZ_ Population is not of significant conservation concern; applies to transitory,migratory
species.
GLOBAL DEFINITIONS
RANK
G1 Critically imperiled globally because of extreme rarity or otherwise very vulnerable to
extinction throughout its range.
G2 Imperiled globally because of rarity or otherwise vulnerable to extinction throughout its
range.
G3 Either very rare and local throughout its range, or found locally in a restricted area.
G4 Apparently secure globally, although it may be quite rare in parts of its range (especially
atthe periphery).
GS Demonstrably secure globally, although it may be quite rare in parts of its range
(especially at the periphery).
GH Of historical occurrence throughout its range.
GX Believed to be extinct throughout its range.
GU Possibly in peril,but status uncertain; more information is needed.
G? Unranked, or rank uncertain.
G_Q Of questionable taxonomic status.
G_T_ Status of subspecies or variety;the G-rank refers to the species as a whole,the T-rank to
the subspecies.
ADDITIONAL DEFINITIONS
Elements within a county or quad are subdivided into "Current", "Historic", "Obscure" or"Potential" records.
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Potential record: the element has the potential to be found in the county or quad.
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12/O 1/2008
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ADDITIONAL DEFINITIONS
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Potential record: the element has the potential to be found in the county or quad.
NOTE: Scientific and common names listed in parentheses are synonyms listed in US Fish and Wildlife Service, 1992,
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Natural Resources Report Addendum
WisterialClearbrook Drainage Improvements Project
Wilmington, New Hanover County, North Carolina
Prepared for: Prepared by:
� Kimley-Hom
��.������� ��� and Associates, Inc.
�;�:t.i i ;.�it��i i�t
City of Wilmington Storm Water Services Kimley-Horn and Associates, Inc.
Post Office Box 1810 3001 Weston Parkway
Wilmington, North Carolina 28402-1810 Cary, NC 27513
Phone Number: (910) 341-5880 Phone Number: (919) 677-2000
Fax Number: (910)341-0099 Fax Number: (919)677-2050
Project Manager: David B. Mayes, P.E. Project Manager: Todd St. John, P.E.
Direct Phone Number: (919) 653-2950
May,2010
OKimley-Horn and Associates,Inc. 2010
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
Contents
1 Additional Areas Evaluated...................................................................................................................... 1
2 Additional Area Descriptions and Aquatic Resources............................................................................ 1
3 Cultural Resources.................................................................................................................................... 2
4 Threatened and Endangered Species..................................................................................................... 2
5 Permitting................................................................................................................................................... 2
6 Summary.................................................................................................................................................... 2
7 Figures.......................................................................................................................................................3
8 Appendices................................................................................................................................................s
8.1 Appendix A — Photo Log ...................................................................................................................8
8.3 Appendix C— U.S. Fish and Wildlife Service and N.C. Natural Heritage Program Database
Listsof Protected Species.............................................................................................................. 29
� ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
This is an addendum to the Natural Resources Report prepared by Kimley-Horn and dated February 4,
2009.
1 Additional Areas Evaluated
The additional areas presented in this addendum were evaluated as part of the Wisteria/Clearbrook
Drainage Improvements Project (Project) for the purpose of addressing water quality and flooding
issues. These areas were added to the original project boundary to address stakeholder concerns and
further address issues identified as part of the Feasibility Study and Concept Design report dated
November 2009 prepared by Kimley-Horn. The areas include the stream, floodplain, and coastal marsh
downstream of Patricia Drive and the drainage from Oak Bluff Lane, and a drainage ditch along
Camellia Lane at the top of the project. See Figures 1 and 2.
2 Additional Area Descriptions and Aquatic Resources
The following is a description of the additional areas. Please refer to Figures 2, 3, and 4 as well as the
Photo Pages in Appendix A. Also, please refer to the original Natural Resources Report.
Area below Patricia Drive — The area below Patricia Drive (Figure 2 and 3) includes two residential lots
with houses and maintained yards that transition into coastal marsh areas. The stream runs between
the properties from Patricia Drive and discharges into the coastal marsh (Figure 3). The two residential
lots appear to have been historically filled. The easternmost lot is somewhat lower and includes
wetlands in the maintained portion of the lot (Photo 3). There are also wetland fringes surrounding the
coastal marsh that include a number of tree species including pine and cypress. These areas transition
into the coastal marsh and appear to be tidally influenced. The stream that runs between the properties
appears to have been historically straightened and widened. There is also an obvious spoil pile at the
point where the stream reaches the coastal marsh on the western side. Most of the area appears to be
labeled as Tidal Marsh on the soils map (Figure 4). However, the area appears to have been filled for
an existing residence and residential lot. It is important to note that the area proposed for salt marsh
creation/restoration is within the Tidal Marsh boundary, as well.
Oak Bluff Lane Area — The additional project area around Oak Bluff Lane includes the drainage
collection system adjacent to Oak Bluff Lane and a drainage swale/ditch that runs from Oak Bluff
parallel to Ruxton Way to the previous project boundary. The area includes disturbed maintained open
space as well. The road collection system discharges to a man-made swale/ditch (Photo 4). The ditch
mostly contains tree and shrub species. The hydrology for the system is fed by the road drainage
system and well as some groundwater for at least part of the year. There is a berm adjacent to the ditch
that eventually connects to a stormwater pond berm. The ditch ends at a blocked 12" CMP that
discharges through a berm into a separate small, man-made pond that appears to be an amenity
(Photo 5). There is no obvious discharge conveyance from the pond. The USACE determined that both
the ditch bottom and small ornamental pond are not jurisdictional since they appear to be located in
mostly Seagate soils and constructed through high ground.
1 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
Ditch adjacent to Camellia Lane — The ditch adjacent to Camellia Lane is an open channel with grass
and herbaceous vegetation-lined banks (Photo 6). The ditch bottom appears to be below the water
table. The ditch runs between residential lots and Camellia Lane. The hydrology for the ditch appears to
be mostly from the groundwater table. Partial blockage of the culvert beneath 58th Street may also be
contributing to the standing water in the ditch. The culvert connects to the stream at the top of the
Project study area. The ditch is located in Seagate and Kureb soils (Figure 4). The USACE determined
that this ditch is not jurisdictional.
The locations of the additional streams and wetlands identified in this report were reviewed by the
USACE, NCDCM, and NCDWQ on February 17, 2010 and March 18, 2010. The approved
jurisdictional determination by the USACE is provided in Appendix B. Wetland mapping has been
updated to reflect comments from NCDCM that sporadic coastal wetlands were identified along the
stream edges up to just past Clearbrook Drive. As a result, it is expected that the AEC will extend 75
feet from the downstream end of the culvert under Clearbrook Drive. The identification methods are the
same as those used for the original delineation. Figure 3 shows the location of the jurisdictional areas
within the study area.
3 Cultural Resources
Based on preliminary site plans, the Division of Cultural Resources (DCR) has expressed concern
regarding a potential site in the area of Weeping Willow Drive. As a result, further coordination with
DCR is pending.
4 Threatened and Endangered Species
Formal consultation with USFWS and the N.C. Natural Heritage Program (NCNHP) has not been
completed as part of this project, and no written correspondence has been obtained. Coordination with
these agencies is anticipated as part of the CAMA Major Permitting process. The USFWS has listed
one additional endangered species in New Hanover County since the previous report was finalized,
Thalictrum cooleyi—Cooley's meadowrue.
5 Permitting
The Division of Coastal Management has indicated that a CAMA Major Permit will be required for the
project during the above field visits. This is based on the impacts from the proposed culvert
replacements and marsh creation activities.
6 Summary
In summary, the additional project area has similar characteristics to that of the original project area.
Because of the need for a CAMA Major Permit, it is anticipated that all of the necessary coordination
and environmental issues will be addressed.
2 ��� Kimley-Hom
� and Associates, Inc.
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
7 Figures
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Title Jurisdictional Features
PIeP�ea FoI: Wisteria/Clearbrook Drainage Improvement Natural Resources Report Addendum
�"oe���a�� Project Wilmington,North Carolina
,��y_- !, es�
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���°kapTM.��";" 5/3/10 011335033 3
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Group ��,,.;.lB � . S� }�'.�.
Ba Bayboro D ��� a'�,.�' ��f` �
Be Baymeade A ��?�,,$�^�°.��� �`-�� 1 ��
Bh Baymeade-Urban land complex X ;��-�'�� --;�` e ;, R�
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Bp Borrow pits X ., � -_''�'��a ; � m-. .�s . ,� � �
G Craven C �.:�*��. t�-��„��`-.�� �r�`�.
DO Dorovan D ."� � � � , ._ � �� z�
JO Johnston D _ .�� �y'� � �����;'�. .,,,� � ..�"°..
Ke Kenansville A - � ' *-"`'"`" ��_ '� �
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Kr Kureb A ,_ ���- � r 1 ( .F + e,��c ,y�`°y-r. ,:
Ku Kureb-Urbanlandcomplex X ,� ` _y� SA,s����r�^L °, yry,,�� � �`��� ;
La Lakeland A - 'k pp��:: ` � � ���• � ��'^
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Le Leon B/D � �.,�.��i;. �F^%*�.a^�€' :.R r�#� ��.� .� � I . ____
Lo Leon-Urban land complex X �y`y�i ���, �. ,� � � � -' - �`� ���-
Ls Lynchburg C 1�� ,,� �.w, +tt``�.'.�C' r"`�`�,� ., ,��� : � �� t' � � �,
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Ly Lynn Haven B/D ;� �� 4'�� �'�, � - _ 1
Mp Mine Pits X �'N�:_'�� �r i� ';'°n$ �,� ,.�� 7� - .dw� "'Y.� ^-��'91 r""��f�'���:;
Mu Murvill A/D � �� `����� ^���e�� � "�� ��
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No Norfolk B � � ,,,;^� /y�� r= � � .'���'��. f� ��,��,Y...x^.
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i�� Pm Pamlico D ,��'.� 1 t-,��,•p-�• �.r,,,y,•t*�.� .f ,.. �M, .
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Sh Seagate-Urban land complex X �y� .�!- �� �.�r. ++�.-�� �' j '` �' ^ ry�' � �__,
� St Stallings C ! �"- � .. .. m�..� �..,�`+iq�' .x� � ��,�. I�A��� .
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Ur Urban land X ; ^a� .;��������}',� .�.-'�'� "��;�. '.°R .� � ��ia
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PIeP�ea FoI: Wisteria/Clearbrook Drainage Improvement Natural Resources Report Addendum
"� Project Wilmington,North Carolina
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Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
8 Appendices
8.1 Appendix A — Photo Log
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Photo 2—Wetland transition to coastal marsh below Patricia.
G=� Project wisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,
N.C.
Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Inc.
1 September 3,2008 011335027
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G=� Project wisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,
N.C.
Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Inc.
2 September 3,2008 011335027
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Photo 6—Camellia Lane non jurisdictional ditch.
G=� Project wisterialClearbrook Drainage Improvements Project,Wilmington,New Hanover County,
N.C.
Kimley-Horn Photo Page Photo Date Project Number
antl Associates,Inc.
3 September 3,2008 011335027
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
8.2 Appendix B — Additional USACE Wetland Data Forms and Draft
Jurisdictional Determination Drawings
11 ��� Kimley-Hom
� and Associates, Inc.
Print Form
WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site:WlStel'18 cityicounty:Wilmington/New Hanover Sampling Date: 1-6-2010
Applicant/Owner: Clty Of WllmingtOn State: NC Sampling Point:W2 Wet 1
Investigator(s): KHA(St.John, Thornbrough) Section,Township, Range: N/A
Landform(hillslope,terrace,etc.): Local relief(concave,convex, none): nOne Slope(°k): �
Subregion(LRR or MLRA): LRR T Lat:34.200037 �ong:-77.862685 Datum:
Soil Map Unit Name:TM (Tldal Marsh) NWI classification:
Are climatic/hydrologic conditions on the site typical for this time of year? Yes 0 No � (If no,explain in Remarks.)
Are Vegetation 0, Soil �,or Hydrology �significantly disturbed? Are"Normal Circumstances"present? Yes 0 No �
Are Vegetation �, Soil �,or Hydrology �naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No � Is the Sampled Area
H dric Soil Present? Yes X❑ No ❑
y � within a Wetland? Yes 0 No �
Wetland Hydrology Present? Yes X❑ No
Remarks:
Upper portion of wetland is in a maintained/mowed backyard planted in grass. The wetland extends out to salt/brackish
marsh and is subject to wind and possibly daily tidal influences.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators(minimum of two required)
Primarv Indicators(minimum of one is required;check all that applvl ❑ Surface Soil Cracks(B6)
gSurface Water(A1) ❑X Water-Stained Leaves(B9) ❑ Sparsely Vegetated Concave Surface(B8)
g High Water Table(A2) T❑-I Aquatic Fauna(B13) 1❑-X-I Drainage Patterns(B10)
0 Saturation(A3) I--I Marl Deposits(B15)(LRR U) I--I Moss Trim Lines(B16)
R Water Marks(B1) _e Hydrogen Sulfide Odor(C1) .e Dry-Season Water Table(C2)
❑ Sediment Deposits(B2) Oxidized Rhizospheres on Living Roots(C3) Crayfish Burrows(C8)
Q Drift Deposits(B3) _e Presence of Reduced Iron(C4) .e Saturation Visible on Aerial Imagery(C9)
❑ Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2)
0 Iron Deposits(B5) ❑ Thin Muck Surface(C7) �❑ Shallow Aquitard (D3)
0 Inundation Visible on Aerial Imagery(B7) � Other(Explain in Remarks) IJ FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes 0 No � Depth(inches): 0-6
Water Table Present? Yes ❑X No ❑ Depth(inches): �
Saturation Present? Yes 0 No ❑ Depth(inches): � Wetland Hydrology Present? Yes 0 No �
includes ca illa frin e
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections), if available:
N/A
The wetland feature is a fringe wetland abutting a salt marsh.The groundwater table appears close to or at the surface in the
lowest spots.The hydrology was assessed during a wet period outside of the growing season.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version
VEGETATION —Use scientific names of plants. sampiing Point:W2 Wet 1
100S ft Absolute Dominant Indicator pominanceTestworksheet:
Tree Stratum (Plot size: a ) °k Cover Species? Status Number of Dominant Species
� Taxodium distichum 50 �X OBL That Are OBL, FACW,or FAC: 9 (A)
2 Acer rubrum 40 0 FACW-
3 Pinus taeda 30 Q FAC Total Number of Dominant 9
Species Across All Strata: (B)
4. ❑
Percent of Dominant Species o
5� � That Are OBL, FACW,or FAC: 100/o �A�B�
6. ❑
� � Prevalence Index worksheet:
120 =Total Cover Total°k Cover of: Multiplv bv:
Saplinq Stratum (Plot size: 100 sqft � OBL species x 1 =
� Quercus nigra 30 0 FAC FACW species x 2=
2. ❑ FAC species x 3=
3. ❑ FACU species x 4=
4. ❑ UPL species x 5=
5. ❑ Column Totals: (A) (B)
6. ❑
7 � Prevalence Index = B/A=
30 Hydrophytic Vegetation Indicators:
=Total Cover
Shrub Stratum (Plot size: 100 sqft � _ Dominance Test is>50°k
� Morella cerifera 50 Q FAC+ _ Prevalence Index is<_3.0'
2 Baccharis halimifolia 30 Q FAC _ Problematic Hydrophytic Vegetation'(Explain)
3. ❑
4 ❑ 'Indicators of hydric soil and wetland hydrology must
5 � be present, unless disturbed or problematic.
6. ❑ Definitions of Vegetation Strata:
�� � Tree—Woody plants,excluding woody vines,
100 S ft $� =Total Cover approximately 20 ft(6 m)or more in height and 3 in.
Herb Stratum (Plot size: a ) (7.6 cm)or larger in diameter at breast height(DBH).
� Cladium mariscus jamaicense 50 0 OBL
Sapling—Woody plants,excluding woody vines,
2� � approximately 20 ft(6 m)or more in height and less
g ❑ than 3 in.(7.6 cm) DBH.
4� � Shrub—Woody plants,excluding woody vines,
5. ❑ approximately 3 to 20 ft(1 to 6 m)in height.
6� � Herb—All herbaceous(non-woody)plants, including
7. ❑ herbaceous vines, regardless of size. Includes woody
$ � plants,except woody vines, less than approximately
3 ft(1 m)in height.
9. ❑
10. ❑ Woody vine—All woody vines,regardless of height.
11. ❑
12. ❑
100 s ft 50 =Total Cover
Woodv Vine Stratum (Plot size: a )
� Smilax laurifolia 40 0 FAC�f
2 Toxicodendron radicans 80 0 FAC
3. ❑
4. ❑
5 � Hydrophytic
Vegetation ❑
120 =Total Cover Present? Yes ❑X No
Remarks: (If observed, list morphological adaptations below).
The species noted do not include those observed in the adjacent salt marsh.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Interim Version
SOIL Sampling Point:W2 Wet 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) °k Color(moist) °k Tvpe Loc Texture Remarks
0-16 10YR2/1 100 LS 90% coated grains
'T e: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. ZLocation: PL=Pore Linin ,M=Matrix.
�H dric Soil Indicators: Indicators for Problematic Hydric Soils3:
Histosol(A1) �Polyvalue Below Surface(S8)(LRR S,T,U) .❑ 1 cm Muck(A9)(LRR O)
Q Histic Epipedon(A2) ❑Thin Dark Surface(S9)(LRR S,T,U) .� 2 cm Muck(A10)(LRR S)
g Black Histic(A3) �Loamy Mucky Mineral(F1)(LRR O) _� Reduced Vertic(F18)(outside MLRA 150A,B)
� Hydrogen Sulfide(A4) QLoamy Gleyed Matrix(F2) .� Piedmont Floodplain Soils(F19) (LRR P,S,T)
Stratified Layers(A5) nDepleted Matrix(F3) .� Anomalous Bright Loamy Soils(F20)
Q Organic Bodies(A6)(LRR P,T,U) �❑nRedox Dark Surface(F6) (MLRA 153B)
Q 5 cm Mucky Mineral(A7)(LRR P,T,U) uDepleted Dark Surface(F7) Red Parent Material(TF2)
� Muck Presence(A8)(LRR U) _❑Redox Depressions(F8) e Very Shallow Dark Surface(TF12)(LRR T,U)
1 cm Muck(A9)(LRR P,T) _eMarl(F10)(LRR U) � Other(Explain in Remarks)
a Depleted Below Dark Surface(A11) Depleted Ochric(F11)(MLRA 151)
Q Thick Dark Surface(Al2) _elron-Manganese Masses(F12)(LRR O,P,T) 3lndicators of hydrophytic vegetation and
a Coast Prairie Redox(A16)(MLRA 150A) _❑Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
a Sandy Mucky Mineral (S1)(LRR O,S) Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
a Sandy Gleyed Matrix(S4) �Reduced Vertic(F18)(MLRA 150A, 150B)
R Sandy Redox(S5) =ePiedmont Floodplain Soils(F19) (MLRA 149A)
Q Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A, 153C, 153D)
a Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type: N/A
Depth(inches): N�A Hydric Soil Present? Yes 0 No �
Most of the wetland area evaluated appears to be in historical fill that maintained wetland hydrology.The soils appear to be
highly disturbed.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Interim Version
Print Form
WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site:WlStel'18 cityicounty:Wilmington/New Hanover Sampling Date: 1-6-2010
Applicant/Owner: Clty Of WllmingtOn State: NC Sampling Point:W2 Up1
Investigator(s): KHA(St.John, Thornbrough) Section,Township, Range: N/A
Landform(hillslope,terrace,etc.�:fill/backyard Local relief(concave,convex, none): nOne Slope(°k): �
Subregion(LRR or MLRA): LRR T �at:34.200119 �ong:-��'$62629 Datum:
Soil Map Unit Name:TM (Tldal Marsh) NWI classification:
Are climatic/hydrologic conditions on the site typical for this time of year? Yes 0 No � (If no,explain in Remarks.)
Are Vegetation 0, Soil 0,or Hydrology �significantly disturbed? Are"Normal Circumstances"present? Yes 0 No �
Are Vegetation �, Soil �,or Hydrology �naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No � Is the Sampled Area
H dric Soil Present? Yes X❑ No ❑
y � within a Wetland? Yes 0 No �
Wetland Hydrology Present? Yes X❑ No
Remarks:
Upland consists of maintained/mowed yard, built on fill dirt. The depth of fill appears to be 1 to 3 feet.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators(minimum of two required)
Primarv Indicators(minimum of one is required;check all that applvl ❑ Surface Soil Cracks(B6)
gSurface Water(A1) ❑ Water-Stained Leaves(B9) ❑ Sparsely Vegetated Concave Surface(B8)
g High Water Table(A2) T❑-I Aquatic Fauna(B13) 1❑--I Drainage Patterns(B10)
0 Saturation(A3) I--I Marl Deposits(B15)(LRR U) I--I Moss Trim Lines(B16)
R Water Marks(B1) _e Hydrogen Sulfide Odor(C1) .e Dry-Season Water Table(C2)
❑ Sediment Deposits(B2) Oxidized Rhizospheres on Living Roots(C3) Crayfish Burrows(C8)
Q Drift Deposits(B3) _e Presence of Reduced Iron(C4) .e Saturation Visible on Aerial Imagery(C9)
❑ Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils(C6) Geomorphic Position(D2)
❑ Iron Deposits(B5) ❑ Thin Muck Surface(C7) ❑ Shallow Aquitard (D3)
0 Inundation Visible on Aerial Imagery(B7) � Other(Explain in Remarks) � FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes � No 0 Depth(inches): N/A
Water Table Present? Yes ❑ No ❑X Depth(inches): N/A
Saturation Present? Yes ❑ No ❑x Depth(inches): N�A Wetland Hydrology Present? Yes � No 0
includes ca illa frin e
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections), if available:
N/A
The residential yard appears to have been historically filled.The timing of the fill is unknown but appears to have been at least
prior to the 1980s.The fill removed the hydrology.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Interim Version
VEGETATION —Use scientific names of plants. sampiing Point:W2 up1
100S ft Absolute Dominant Indicator pominanceTestworksheet:
Tree Stratum (Plot size: a ) °k Cover Species? Status Number of Dominant Species
� Pinus taeda 40 0 FAC That Are OBL, FACW,or FAC: � (A)
2. ❑
Total Number of Dominant
3� � Species Across All Strata: 2 (B)
4. ❑
Percent of Dominant Species o
5� � That Are OBL, FACW,or FAC: 50/o �A�B�
6. ❑
� � Prevalence Index worksheet:
40 =Total Cover Total°k Cover of: Multiplv bv:
Saplinq Stratum (Plot size: 100 sqft � OBL species x 1 =
�. ❑ FACW species x 2=
2. ❑ FAC species x 3=
3. ❑ FACU species x 4=
4. ❑ UPL species x 5=
5. ❑ Column Totals: (A) (B)
6. ❑
7 � Prevalence Index = B/A=
Hydrophytic Vegetation Indicators:
=Total Cover
Shrub Stratum (Plot size: 100 sqft � _ Dominance Test is>50°k
� ❑ _ Prevalence Index is<_3.0'
2 ❑ _ Problematic Hydrophytic Vegetation'(Explain)
3. ❑
4 ❑ 'Indicators of hydric soil and wetland hydrology must
5 � be present, unless disturbed or problematic.
6. ❑ Definitions of Vegetation Strata:
�� � Tree—Woody plants,excluding woody vines,
100 S ft =Total Cover approximately 20 ft(6 m)or more in height and 3 in.
Herb Stratum (Plot size: a ) (7.6 cm)or larger in diameter at breast height(DBH).
� Festuca spp. 100 0 FACU
Sapling—Woody plants,excluding woody vines,
2� � approximately 20 ft(6 m)or more in height and less
g ❑ than 3 in.(7.6 cm) DBH.
4� � Shrub—Woody plants,excluding woody vines,
5. ❑ approximately 3 to 20 ft(1 to 6 m)in height.
6� � Herb—All herbaceous(non-woody)plants, including
7. ❑ herbaceous vines, regardless of size. Includes woody
$ � plants,except woody vines, less than approximately
3 ft(1 m)in height.
9. ❑
10. ❑ Woody vine—All woody vines,regardless of height.
11. ❑
12. ❑
100 =Total Cover
Woodv Vine Stratum (Plot size: 100 sqft �
1. ❑
2. ❑
3. ❑
4. ❑
5 � Hydrophytic
Vegetation ❑
=Total Cover Present? Yes ❑ No X
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Interim Version
SOIL Sampling Point:W2 Up1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) °k Color(moist) °k Tvpe Loc Texture Remarks
0-3 10YR2/2 100 LS 90% coated grains
3-14 10YR3/2 50 7.5YR4/6 40 M S
'T e: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. ZLocation: PL=Pore Linin ,M=Matrix.
�H dric Soil Indicators: Indicators for Problematic Hydric Soils3:
Histosol(A1) �Polyvalue Below Surface(S8)(LRR S,T,U) .❑ 1 cm Muck(A9)(LRR O)
Q Histic Epipedon(A2) ❑Thin Dark Surface(S9)(LRR S,T,U) .� 2 cm Muck(A10)(LRR S)
g Black Histic(A3) �Loamy Mucky Mineral(F1)(LRR O) _� Reduced Vertic(F18)(outside MLRA 150A,B)
� Hydrogen Sulfide(A4) QLoamy Gleyed Matrix(F2) .� Piedmont Floodplain Soils(F19) (LRR P,S,T)
Stratified Layers(A5) _nDepleted Matrix(F3) .� Anomalous Bright Loamy Soils(F20)
Q Organic Bodies(A6)(LRR P,T,U) �❑nRedox Dark Surface(F6) (MLRA 153B)
Q 5 cm Mucky Mineral(A7)(LRR P,T,U) uDepleted Dark Surface(F7) Red Parent Material(TF2)
� Muck Presence(A8)(LRR U) _❑Redox Depressions(F8) e Very Shallow Dark Surface(TF12)(LRR T,U)
1 cm Muck(A9)(LRR P,T) _eMarl(F10)(LRR U) � Other(Explain in Remarks)
a Depleted Below Dark Surface(A11) Depleted Ochric(F11)(MLRA 151)
Q Thick Dark Surface(Al2) _elron-Manganese Masses(F12)(LRR O,P,T) 3lndicators of hydrophytic vegetation and
a Coast Prairie Redox(A16)(MLRA 150A) _❑Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
a Sandy Mucky Mineral (S1)(LRR O,S) Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
a Sandy Gleyed Matrix(S4) �Reduced Vertic(F18)(MLRA 150A, 150B)
R Sandy Redox(S5) =ePiedmont Floodplain Soils(F19) (MLRA 149A)
Q Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A, 153C, 153D)
a Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type: N/A
Depth(inches): N�A Hydric Soil Present? Yes � No 0
The soils in th e upland area appear to be highly disturbed fill dirt.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Interim Version
Natural Resources Report
Wisteria/Clearbrook Drainage Improvements Project
Wilmington, North Carolina
8.3 Appendix C — U.S. Fish and Wildlife Service and N.C. Natural Heritage
Program Database Lists of Protected Species
29 ��� Kimley-Hom
� and Associates, Inc.
New Hanover County Endangered Species, Threatened Species,Federal Species of Conce... Page 1 of 3
: �
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
New Hanover County, North Carolina
Updated: 08-OS-2009
Critical Habitat Designations:
Piping plover - Charadrius melodus - See the Federal Register for a description of the primary
constituent elements essential for the conservation of wintering piping plovers within the designated
units. This document also contains a map and a description of each designated unit.
Federal Register Reference: July10, 2001, Federal Register, 6636038?36136.
Common Name Scientific name Federal Record Status
Status
Vertebrate:
American alligator Alligator mississippiensis T (S/A) Current
American eel Anguilla rostrata FSC Current
Carolina crawfish frog Rana capito capito FSC Current
Eastern painted bunting Passerina ciris ciris FSC Current
Green sea turtle Chelonia mydas T Current
Lo�erhead sea turtle Caretta caretta T Current
Mimic glass lizard Ophisaurus mimicus FSC Historic
Northern pine snake Pituophis melanoleucus FSC Current
melanoleucus
Piping plover Charadrius melodus T Current
Rafinesque's big-eared bat Corynorhinus rafznesquii FSC Current
Red-cockaded woodpecker Picoides borealis E Current
Shortnose sturgeon Acipenser brevirostrum E Current
Southeastern myotis Myotis austroriparius FSC Current
http://www.fws.gov/nc-es/es/cntylist/new hanover.html 3/12/2010
New Hanover County Endangered Species, Threatened Species,Federal Species of Conce... Page 2 of 3
Southern hognose snake Heterodon simus FSC Current
West Indian manatee Trichechus manatus E Current
Invertebrate:
Buchholz's dart moth Agr�otis buchholzi FSC Current
Cape Fear threetooth Triodopsis soelneri FSC Current
Eastern beard grass skipper Atrytone arogos arogos FSC Obscure
Greenfield rams-horn Helisoma eucosmium FSC Historic
Loammi skipper Atrytonopsis loammi FSC Obscure
Magnificent rams-horn Planorbella magnifzca FSC Historic
Rare skipper Problema bulenta FSC Current
Vascular Plant:
Bog St. John's-wort Hypericum adpressum FSC Historic
Carolina bishopweed Ptilimnium ahlesii FSC Current
Carolina lead-plant Amorpha georgiana var. FSC Historic
confusa
Coastal beaksedge Rhynchospora pleiantha FSC Current
Coastal goldenrod Solidago villosicarpa FSC Historic
Coole�'s meadowrue Thalictrum cooleyi E Current
Dune blue curls Trichostema sp. 1 FSC Current
False coco Pteroglossaspis ecristata FSC Historic
Grassleaf arrowhead Sagittaria weatherbiana FSC Current
Pickering's dawnflower Stylisma pickeringii var. FSC Current
pickeringii
Pondspice Litsea aestivalis FSC Current
Raven's boxseed Ludwigia ravenii FSC Historic
Rou�h-leaved loosestrife Lysimachia asperulaefolia E Current
Sandhills milk-vetch Astragalus michauxii FSC Historic
Seabeach amaranth Amaranthus pumilus T Current
Small-leaved meadow-rue Thalictrum macrostylum FSC Current
Spring-flowering goldenrod Solidago verna FSC Current
Tough bumelia Sideroxylon tenax FSC Historic
Venus' fly-trap Dionaea muscipula FSC Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E= endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T =threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C= candidate. A taxon under consideration for official listing for which there is sufficient information
to support listing. (Formerly "C1" candidate species.)
BGPA=Bald and Golden Eagle Protection Act. See below.
FSC =federal species of concern. A species under consideration for listing, for which there is
insufficient information to support listing at this time. These species may or may not be listed in the
http://www.fws.gov/nc-es/es/cntylist/new hanover.html 3/12/2010
New Hanover County Endangered Species, Threatened Species,Federal Species of Conce... Page 3 of 3
future, and many of these species were formerly recognized as "C2" candidate species.
T(S/A) =threatened due to similarity of appearance. A taxon that is threatened due to similarity of
appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are not
biologically endangered or threatened and are not subject to Section 7 consultation. See below.
EXP= experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened
species on public land, for consultation purposes, and as species proposed for listing on private land.
P =proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or
"PT", respectively.
Bald and Golden Ea�le Protection Act (BGPA�
In the July 9, 2007 Federal Register(72:37346-37372), the bald eagle was declared recovered, and
removed (de-listed)from the Federal List of Threatened and Endangered wildlife. This delisting took
effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act(Eagle Act) (16 U.S.C.
668-668d)becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and
golden eagles and provides a statutory definition of"take" that includes "disturb". The USFWS has
developed National Bald Eagle Management Guidelines to provide guidance to land managers,
landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit
http://www.fws. og v/mi ra�birds/baldea lg e.htm
Threatened due to similarity of a�pearance(T(S/A�:
In the November 4, 1997 Federal Register(55822-55825), the northern population of the bog turtle
(from New York south to Maryland)was listed as T (threatened), and the southern population (from
Virginia south to Georgia)was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A)
designation bans the collection and interstate and international commercial trade of bog turtles from the
southern population. The T(S/A) designation has no effect on land management activities by private
landowners in North Carolina, part of the southern population of the species. In addition to its official
status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle
as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current-the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure -the date and/or location of observation is uncertain.
Incidental/migrant -the species was observed outside of its normal range or habitat.
Probable/potential -the species is considered likely to occur in this county based on the proximity of
known records (in adjacent counties), the presence of potentially suitable habitat, or both.
http://www.fws.gov/nc-es/es/cntylist/new hanover.html 3/12/2010
NC NHP County Element Search Page 1 of 4
NC NHP County Element Search Results
New Search
Returned Elements: 71 using: NEW HANOVER LISTED
[Invertebrate Animal 9] [Vascular Plant 25] [Vertebrate Animal 37]
Major Grou� Scientific Name Common Name State Federal State Global Countv- Map_
Status Status Rank Rank Status Habitat
Invertebrate New
Animal Anodonta couperiana Barrel Floater E None SH G4 Hanover- Link
Historical
Invertebrate New
Animal Atrytone arogos arogos Arogos Skipper SR FSC S1 G3T1 T2 Hanover- Link
Obscure
Invertebrate New
Animal Atrytonopsis loammi Loammi Skipper SR FSC SH G1 Hanover- Link
Historical
Invertebrate New
Animal Elliptio marsupiobesa Cape Fear Spike SC None S3 G3Q Hanover- Link
Current
Invertebrate New
Animal Helisoma eucosmium Greenfield Rams-horn E FSC S1 G1Q Hanover- Link
Historical
Invertebrate New
Animal Lynceus gracilicornis Graceful Clam Shrimp SC None S2? G5 Hanover- Link
Current
Invertebrate New
Animal P�anorbella magnifica Magnificent Rams-horn E FSC S1 G1 Hanover- Link
Historical
Invertebrate New
Animal Problema bulenta Rare Skipper SR FSC S1 G2G3 Hanover- Link
Current
Invertebrate New
Animal Triodopsis soelneri Cape Fear Threetooth T FSC S2 G2 Hanover- Link
Current
Vascular New
Plant Amaranthus pumilus Seabeach Amaranth T T S2 G2 Hanover- Link
Current
Vascular New
Plant Amorpha confusa Savanna Indigo-bush T FSC S3 G3T3 Hanover- Link
Historical
Vascular New
Plant Astragalus michauxii Sandhills Milk-vetch T FSC S3 G3 Hanover- Link
Historical
Vascular New
Plant Crocanthemum nashii Florida Scrub Frostweed E None S1 G3? Hanover- Link
Current
Vascular SR-L, New
Plant Dionaea muscipula Venus Flytrap SC FSC S3 G3 Hanover- Link
Current
Vascular New
Plant Gaylussacia nana Confederate Huckleberry E None S1 G4 Hanover- Link
Current
Vascular New
Plant Lilaeopsis carolinensis Carolina Grasswort T None S2 G3G5 Hanover- Link
Current
Vascular New
Plant Litsea aestivalis Pondspice SR-T FSC S2S3 G3 Hanover- Link
Current
Vascular New
Plant Lophiola aurea Golden-crest E None S2 G4 Hanover- Link
Current
Ludwigia ravenii Raven's Seedbox SR-T FSC S1 G1 G2 NeW Link
Vascular Hanover-
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NC NHP County Element Search Page 2 of 4
Plant Historical
Vascular New
Plant Lysimachia asperulifolia Rough-leaf Loosestrife E E S3 G3 Hanover- Link
Current
Vascular New
Plant P�atanthera nivea Snowy Orchid T None S1 G5 Hanover- Link
Historical
Vascular New
Plant Pteroglossaspis ecristata Spiked Medusa E FSC S1 G2G3 Hanover- Link
Historical
Vascular New
Plant Ptilimnium ahlesii Carolina Bishop-weed SR-L FSC S1 G1 Hanover- Link
Current
Vascular New
Plant Rhynchospora pleiantha Coastal Beaksedge T FSC S2 G3 Hanover- Link
Current
Vascular New
Plant Sagittaria weatherbiana Grassleaf Arrowhead SR-T FSC S2 G3G4 Hanover- Link
Current
Vascular New
Plant Sarracenia minor Hooded Pitcher Plant T None S2 G4 Hanover- Link
Current
Vascular New
Plant Sideroxylon tenax Tough Bumelia SR-P FSC S1 G3? Hanover- Link
Historical
Vascular Spring-flowering New
Plant Solidago verna Goldenrod T FSC S3 G3 Hanover- Link
Current
Vascular New
Plant Solidago villosicarpa Coastal Goldenrod E FSC S1 G1 Hanover- Link
Historical
Vascular Stylisma pickeringii var. New
Plant pickeringii Pickering's Dawnflower E FSC S3 G4T3 Hanover- Link
Current
Vascular New
Plant Thalictrum cooleyi Cooley's Meadowrue E E S2 G2 Hanover- Link
Current
Vascular New
Plant Thalictrum macrostylum Small-leaved Meadowrue SR-L FSC S2 G3G4 Hanover- Link
Current
Vascular New
Plant Trichostema sp. 1 Dune Bluecurls SR-L FSC S2 G2 Hanover- Link
Current
Vascular New
Plant Utricularia olivacea Dwarf Bladderwort T None S2 G4 Hanover- Link
Current
Vertebrate New
Animal Acipenserbrevirostrum ShortnoseSturgeon E E S1 G3 Hanover- Link
Current
Vertebrate New
Animal A�69ator mississippiensis American Alligator T T S3 G5 Hanover- Link
Current
Vertebrate New
Animal Caretta caretta Loggerhead Seaturtle T T S3B,S3N G3 Hanover- Link
Current
Vertebrate New
Animal Charadrius melodus Piping Plover T T S2B,S2N G3 Hanover- Link
Current
Vertebrate New
Animal Charadrius wilsonia Wilson's Plover SC None S3B G5 Hanover- Link
Current
Vertebrate New
Animal Chelonia mydas Green Seaturtle T T S1 B,SUN G3 Hanover- Link
Current
New
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NC NHP County Element Search Page 3 of 4
Vertebrate Star-nosed Mole-Coastal Hanover-
Animal Condylura cristata pop. 1 Plain Population SC None S2 G5T2Q Historical Link
Vertebrate Corynorhinus rafinesquii Rafinesque's Big-eared New
Animal macrotis Bat-Coastal Plain SC FSC S3 G3G4TNR Hanover- Link
Subspecies Obscure
Vertebrate Eastern Diamondback New
Animal Crotalus adamanteus Rattlesnake E None S1 G4 Hanover- Link
Current
Vertebrate New
Animal Crotalus horridus Timber Rattlesnake SC None S3 G4 Hanover- Link
Current
Vertebrate New
Animal Dermochelys coriacea Leatherback Seaturtle E E S1 B,SUN G2 Hanover- Link
Current
Vertebrate New
Animal Egretta caerulea Little Blue Heron SC None S3B,S3N G5 Hanover- Link
Current
Vertebrate New
Animal Egretta thula Snowy Egret SC None S3B,S3N G5 Hanover- Link
Current
Vertebrate New
Animal Egretta tricolor Tricolored Heron SC None S3B,S3N G5 Hanover- Link
Current
Vertebrate New
Animal Haematopus palliatus American Oystercatcher SC None S3B,S4N G5 Hanover- Link
Current
Vertebrate New
Animal Haliaeetus leucocephalus Bald Eagle T None S3B,S3N G5 Hanover- Link
Current
Vertebrate New
Animal Heterandria formosa Least Killifish SC None S2 G5 Hanover- Link
Current
Vertebrate New
Animal Heterodon simus Southern Hognose Snake SC FSC S2 G2 Hanover- Link
Current
Vertebrate New
Animal �xobrychus exilis Least Bittern SC None S3B G5 Hanover- Link
Current
Vertebrate New
Animal Lanius ludovicianus Loggerhead Shrike SC None S3B,S3N G4 Hanover- Link
Current
Vertebrate New
Animal Lasiurus intermedius Northern Yellow Bat SC None S1? G4G5 Hanover- Link
Current
Vertebrate New
Animal Laterallus jamaicensis Black Rail SC FSC S3B,S2N G4 Hanover- Link
Current
Vertebrate Carolina Diamondback New
Animal Malaclemys terrapin centrata Terrapin SC None S3 G4T4Q Hanover- Link
Current
Vertebrate New
Animal Micrurus fulvius Eastern Coral Snake E None S1 G5 Hanover- Link
Current
Vertebrate New
Animal Myotis austroriparius Southeastern Myotis SC FSC S2 G3G4 Hanover- Link
Current
Vertebrate Eastern Woodrat-Coastal New
Animal Neotoma floridana floridana Plain Population T None S1 G5T5 Hanover- Link
Current
Vertebrate New
Animal Ophisaurus mimicus Mimic Glass Lizard SC FSC S2 G3 Hanover- Link
Historical
Vertebrate New
Animal Passerina ciris ciris Eastern Painted Bunting SC FSC S3B G5T3T4 Hanover- Link
Current
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NC NHP County Element Search Page 4 of 4
Vertebrate Red-cockaded New
Animal P�coides borealis Woodpecker E E S2 G3 Hanover- Link
Current
Vertebrate Pituophis melanoleucus New
Animal melanoleucus Northern Pine Snake SC FSC S3 G4T4 Hanover- Link
Current
Vertebrate New
Animal P�egadis falcinellus Glossy Ibis SC None S2B G5 Hanover- Link
Current
Vertebrate New
Animal Rana capito Carolina Gopher Frog T FSC S2 G3 Hanover- Link
Current
Vertebrate New
Animal Rynchops niger Black Skimmer SC None S3B,S3N G5 Hanover- Link
Current
Vertebrate New
Animal Sistrurus miliarius Pigmy Rattlesnake SC None S3 G5 Hanover- Link
Current
Vertebrate New
Animal Sterna hirundo Common Tern SC None S3B G5 Hanover- Link
Current
Vertebrate New
Animal Sternula antillarum Least Tern SC None S3B G4 Hanover- Link
Current
Vertebrate New
Animal Trichechus manatus West Indian Manatee E E S1 N G2 Hanover- Link
Current
NC NHP database updated on Friday, February 12th, 2010.
Search performed on Friday, 12 March 2010 @ 10:57:31 EST
Explanation of Codes
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NC NATURAL HERITAGE PROGRAM COLTNTY or QUAD STATUS LIST COVER ... Page 1 of 4
EXPLANATION OF CODES FOR COUNTY AND QUAD STATUS LISTS
The county and quadrangle status lists provided by the NC Natural Heritage Program tally the elements of natural diversity(rare
plants and animals,rare and exemplary natural communities,and special animal habitats)known to occur in all Narth Carolina
counties and USGS 7.5-minute quadrangles. The information on which these lists is based comes from a variety of sources,
including field surveys,museums,herbaria,scientific literature,and personal communications. These lists are dynamic,with new
records continually being added and old records being revised as new information is received.As a result,a list cannot be
considered a definitive record of the elements of natural diversity present in a given county or quad and should not be used as a
substitute far field surveys. When this information is used in any document,we request that the date this list was compiled be
given and that the NC Natural Heritage Program be credited.
STATESTATUS
CODE STATUS CODE STATUS
E�Endangered SR Significantly Rare
T�Threatened EX Extirpated
SC Special Concern�Proposed(used only as a qualifier of the
ranks above)
0 Candidate
NOTE: the definitions of state statuses of plants and animals differ.Below are summaries of the statuses for each group.
Plant statuses are determined by the Plant Conservation Program(NC Department of Agriculture)and the Natural Heritage
Program(NC Department of Environment and Natural Resources).Endangered,Threatened,and Special Concern species are
protected by state law(Plant Protection and Conservation Act, 1979). Candidate and Significantly Rare designations indicate
rarity and the need for population monitoring and conservation action.Note that plants can have a double status,e.g.,E-SC,
indicates that while the plant is endangered,it is collected or sold under regulation.
CODE STATUS DEFINITION
E Endangered "Any species or higher taxon of plant whose continued existence as a viable component of the
State's flora is determined to be in jeopardy° (GS 19B 106: 202.12). (Endangered species may not
be removed from the wild except when a permit is obtained for research,propagation,or rescue
which will enhance the survival of the species.)
T Threatened "Any resident species of plant which is likely to become an endangered species within the
foreseeable future throughout all or a significant portion of its range° (GS 19B 106:202.12).
(Regulations are the same as for Endangered species.)
SC Special "Any species of plant in North Carolina which requires monitoring but which may be collected
Concern and sold under regulations adopted under the provisions of[the Plant Protection and
Conservation Act]° (GS 19B 106:202.12). (Special Concern species which are not also listed as
Endangered ar Threatened may be collected from the wild and sold under specific regulations.
Propagated material only of Special Concern species which are also listed as Endangered or
Threatened may be traded or sold under specific regulations.)
C Candidate Species which are very rare in Narth Carolina,generally with 1-20 populations in the state,
generally substantially reduced in numbers by habitat destruction(and sometimes also by direct
exploitation or disease). These species are also either rare throughout their ranges(fewer than
100 populations total)or disjunct in North Carolina from a main range in a different part of the
country or world. Also included are species which may have 20-50 populations in North
Carolina,but fewer than 50 populations rangewide. These are species which have the
preponderance of their distribution in North Carolina and whose fate depends largely on their
conservation here. Also included are many species known to have once occurred in North
Carolina but with no known extant occurrences in the state (historical or extirpated species);if
these species are relocated in the state,they are likely to be listed as Endangered ar Threatened. If
present land use trends continue,candidate species are likely to merit listing as Endangered or
Threatened.
SR Significantly Species which are very rare in Narth Carolina,generally with 1-20 populations in the state,
Rare generally substantially reduced in numbers by habitat destruction(and sometimes also by direct
exploitation or disease). These species are generally more common somewhere else in their
ranges,occurring in North Carolina peripherally to their main ranges,mostly in habitats which
are unusual in North Carolina.Also included are some species with 20-100 populations in Narth
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�� �Carolina,if they also have only 50-100 populations rangewide and are declining. �
-L Limited The range of the species is limited to North Carolina and adjacent states(endemic or near
endemic). These are species which may have 20-50 populations in North Carolina,but fewer than
50 populations rangewide. The preponderance of their distribution is in North Carolina and their
fate depends largely on conservation here. Also included are some species with 20-100
populations in North Carolina,if they also have only 50-100 populations rangewide and
declining.
-�T Throughout These species are rare throughout their ranges(fewer than 100 populations total)
-�D Disjunct The species is disjunct to NC from a main range in a different part of the country or world.
-P Peripheral The species is at the periphery of its range in NC. These species are generally more common
somewhere else in their ranges,occurring in North Carolina peripherally to their main ranges,
mostly in habitats which are unusual in Narth Carolina.
�Other The range of the species is sporadic or cannot be described by the other Significantly Rare
categories
�Proposed A species which has been formally proposed for listing as Endangered,Threatened,or Special
Concern,but has not yet completed the legally mandated listing process.
Animal statuses are determined by the Wildlife Resources Commission and the Natural Heritage Program. Endangered,
Threatened,and Special Concern species of mammals,birds,reptiles,amphibians,freshwater fishes,and freshwater and
terrestrial mollusks have legal protection status in North Carolina(Wildlife Resources Commission). The Significantly Rare
designation indicates rarity and the need for population monitoring and conservation action.
CODE STATUS DEFINITION
E Endangered "Any native or once-native species of wild animal whose continued existence as a viable
component of the State's fauna is determined by the Wildlife Resources Commission to be in
�eopardy or any species of wild animal determined to be an'endangered species'pursuant to the
Endangered Species Act.° (Article 25 of Chapter 113 of the General Statutes; 1987).
T Threatened "Any native or once-native species of wild animal which is likely to become an endangered
species within the foreseeable future throughout all or a significant portion of its range,or one
that is designated as a threatened species pursuant to the Endangered Species Act.° (Article 25 of
Chapter 113 of the General Statutes; 1987).
SC Special "Any species of wild animal native or once-native to Narth Carolina which is determined by the
Concern Wildlife Resources Commission to require monitoring but which may be taken under regulations
adopted under the provisions of this Article.° (Article 25 of Chapter 113 of the General Statutes;
1987).
SR Significantly Any species which has not been listed by the N.C. Wildlife Resources Commission as an
Rare Endangered,Threatened,or Special Concern species,but which exists in the state in small
numbers and has been determined by the N.C.Natural Heritage Program to need monitoring.
(This is a N.C.Natural Heritage Program designation.) Significantly Rare species include
"peripheral" species,whereby Narth Carolina lies at the periphery of the species'range(such as
Hermit Thrush). The designation also includes marine and estuarine fishes identified as
"Vulnerable"by the N.C. State Museum of Biological Sciences(Ross et al., 1988,Endan e�red
Threatened,and Rare Fauna of Narth Carolina.Part IL A Reevaluation of the Marine and
Estuarine Fishes).
EX Extirpated A species which is no longer believed to occur in the state.
P Proposed Species has been proposed by a Scientific Council as a status(Endangered,Threatened, Special
Concern,Watch List,ar for De-listing)that is different from the current status,but the status has
not yet been adopted by the Wildlife Resources Commission and by the General Assembly as
law. In the lists of rare species in this book,these proposed statuses are listed in parentheses
below the current status. Only those proposed statuses that are different from the current statuses
are listed.
FEDERALSTATUS
These statuses are designated by the US Fish and Wildlife Service.Federally listed Endangered and Threatened species are
protected under the provisions of the Endangered Species Act of 1973,as amended through the 100th Congress.Unless
otherwise noted,definitions are taken from the Federal Register,Vol. 56,No. 225,November 21, 1991 (50 CFR Part 17).
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NC NATURAL HERITAGE PROGRAM COLTNTY or QUAD STATUS LIST COVER ... Page 3 of 4
CODE STATUS DEFINITION
�Endangered A taxon"in danger of extinction throughout all or a significant partion of its range."
�Threatened A taxon°likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range."
EXN Endangered,nonessential The Endangered Species Act permits the reintroduction of endangered animals as
experimental population. "nonessential experimental"populations. Such populations,considered nonessential to
the survival of the species,are managed with fewer restrictions than populations listed as
endangered.
T Threatened due to The Endangered Species Act authorizes the treatment of a species(subspecies or
(S/A) Similarity of population segment)as threatened even though it is not otherwise listed as threatened if:
Appearance. (a)The species so closely resembles in appearance a threatened species that enforcement
personnel would have substantial difficulty in differentiating between the listed and
unlisted species;(b)the effect of this substantial difficulty is an additional threat to a
threatened species;and(c)such treatment of an unlisted species will substantially
facilitate the enforcement and further the policy of the Act. The American Alligator has
this designation due to similarity of appearance to other rare crocodilians. The Bog Turtle
(southern population)has this designation due to similarity of appearance to Bog Turtles
in the threatened northern population.
�Candidate. A taxon under consideration for which there is sufficient information to suppart listing.
This category was formerly designated as a Candidate 1 (C1) species.
FSC Federal"Species of (Also called"Species at Risk").Formerly defined as a taxon under consideration for
Concern" which there is insufficient information to suppart listing;formerly designated as a
Candidate 2(C2) species.
PE Proposed Endangered Species has been proposed for listing as endangered.
PD Proposed De-listed Species has been proposed for de-listing.
GLOBAL AND STATE RANKS
These ranks are determined by The Nature Conservancy's system of ineasuring rarity and threat status. "Global"refers to
worldwide ranks and"State°to statewide ranks.
STATE DEFINITIONS
RANK
S 1 Critically imperiled in North Carolina because of extreme rarity or otherwise very
vulnerable to extirpation in the state.
S2 Imperiled in Narth Carolina because of rarity or otherwise vulnerable to extirpation in
the state.
S3 Rare or uncommon in North Carolina.
S4 Apparently secure in North Carolina,with many occurrences.
SS Demonstrably secure in North Carolina and essentially ineradicable under present
conditions.
SA Accidental or casual;one to several records for North Carolina,but the state is outside
the normal range of the species.
SH Historic record:the element is either extirpated from the county or quad,or there have
not been any recent surveys to verify its continued existence.
SR Reparted from Narth Carolina,but without persuasive documentation for either
accepting or rejecting the report.
SX Believed to be extirpated from Narth Carolina.
SU Possibly in peril in Narth Carolina,but status uncertain;more information is needed.
S? Unranked,or rank uncertain.
S_B Rank of breeding population in the state. Used for migratory species only.
S N Rank of non-breeding population in the state. Used for migratory species only.
SZ_ Population is not of significant conservation concern;applies to transitory,migratory
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��Ispecies. I
GLOBAL DEFINITIONS
RANK
G1 Critically imperiled globally because of extreme rarity or otherwise very vulnerable to
extinction throughout its range.
G2 Imperiled globally because of rarity or otherwise vulnerable to extinction throughout its
range.
G3 Either very rare and local throughout its range,ar found locally in a restricted area.
G4 Apparently secure globally,although it may be quite rare in parts of its range(especially
at the periphery).
GS Demonstrably secure globally,although it may be quite rare in parts of its range
(especially at the periphery).
GH Of historical occurrence throughout its range.
GX Believed to be extinct throughout its range.
GU Possibly in peril,but status uncertain;more information is needed.
G? Unranked,or rank uncertain.
G_Q Of questionable taxonomic status.
G_T_ Status of subspecies or variety;the G-rank refers to the species as a whole,the T-rank to
the subspecies.
ADDITIONAL DEFINITIONS
Elements within a county or quad are subdivided into "Current", "Historic", "Obscure" or"Potential"records.
Current record:the element has been observed in the county or quad recently.
Historic record:the element is either extirpated from the county or quad,or there have not been any recent surveys to verify its
continued existence.
Obscure record:the date the element was last observed in the county or quad is uncertain.
Potential record:the element has the potential to be found in the county or quad.
NOTE: Scientific and common names listed in parentheses are synonyms listed in US Fish and Wildlife Service, 1992,
Endangered and Threatened Species of the Southeastern United States (The Red Book).
http://149.168.1.196/nhp/codes.html 3/12/2010
Appendix 7
State Stormwater Plan Correspondence
❑�❑ Kimley-Horn
� and Associates,Inc.
Hartshorn, Jason
From: St John, Todd
Sent: Monday, May 24, 2010 1:24 PM
To: Dave.Mayes@wilmingtonnc.gov
Subject: RE: Coastal Stormwater Rules question
Dave,
This seems to me to be a more appropriate interpretation. I hope they discussed this with
Linda et al. I guess we'll find out. We should be circumspect in any event. I would also
think that moving the cul-de-sac at Plover would not be considered redevelopment since that
is being done in order to address drainage and not to provide redevelopment opportunity.
Thanks,
Todd
-----Original Message-----
From: Dave.Mayes�wilmingtonnc.gov �mailto:Dave.Mayes�wilmingtonnc.gov�
Sent: Monday, May 24, 2010 1:08 PM
To: St 7ohn, Todd
Subject: Fw: Coastal Stormwater Rules question
See below.
David B. Mayes, P.E.
City of Wilmington
Storm Water Services Manager
P.O.Box 1810
Wilmington, North Carolina 28402
910 341 5880
910 341 0099 fax
dave.mayes�wilmingtonnc.gov
----- Forwarded by Dave Mayes/wilm on 05/24/2010 01:07 PM -----
"Randall, Mike"
<mike.randall@ncd
enr.gov> To
"Dave.Mayes�wilmingtonnc.gov"
05/24/2010 01:04 <Dave.Mayes�wilmingtonnc.gov>
PM cc
Subj ect
RE: Coastal Stormwater Rules
question
i
A drainage improvement projects and replacing drainage culverts because they are old and/or
undersized, that do not add "new" BUA, either as 1) in the case of added BUA for new
development or 2) removing existing BUA and replacing with new BUA, i.e., redevelopment, is
not considered a development activity subject to Session Law 2008-211 Section 2(b)1(c).
Removing BUA that improves drainage is not considered a development activity subject to
Session Law 2008-211 Section 2(b)1(c).
Mike Randall
-----Original Message-----
From: Dave.Mayes�wilmingtonnc.gov �mailto:Dave.Mayes�wilmingtonnc.gov�
Sent: Thursday, April 29, 2010 9:47 AM
To: mike.randall�ncmail.net; bradley.bennett�ncmail.net
Subject: Coastal Stormwater Rules question
Mike and Bradley:
I wanted to review an understanding that was discussed back when the new coastal stormwater
rules were being deliberated. The issue is related to outfall discharges into SA waters.
Description of project: A drainage improvement project in a fully developed area that
outfalls into an SA water where flooding is a primary concern. Drainage culverts need to be
replaced because they are old and undersized. No increase in impervious area is occuring, in
fact it will be reduced.
Following the progression of the rules:
Disturbance greater than 1 acre==> Erosion control permit =_> Based on
SB1967 sect 2b - this project would need to comply with the rules Section 2(d)3 states that
redevelopment is excluded as long as there is no increase in impervious area and management
of stormwater is equal or improved.
My recollection of our discussions when these rules were being drafted and I brought this
specific concern to your attention, was that this type of project described above would be
excluded based on the redevelopment definition. Again, we will not be increasing impervious
as stormwater managment will be improved.
I would appreciate some feed back from you on this issue.
Thanks
David B. Mayes, P.E.
City of Wilmington
Storm Water Services Manager
P.O.Box 1810
Wilmington, North Carolina 28402
910 341 5880
910 341 0099 fax
dave.mayes�wilmingtonnc.gov
2
Appendix 8
Letter of Agent Authorization
❑�❑ Kimley-Horn
� and Associates,Inc.
I�etter of Authorization
Mr. Dave Mayes, with City of Wilmington Stonn Water Services authorizes
Kiinley-Hom and Associates, Inc. to act as our limited agent to coordinate with
the U.S. Army Corps of Engineers and North Carolina Divisions of Coastal
Management and Water Quality for the preparation and submittal of
jurisdictional detertninations and 404/401/CAMA permit applications associated
with the Wisteria/Clearbrook Drainage Improvements Project lacated in
Wilmington, New Hanover County, North Carolina. Authorization will
terminate on either fmal agency action or upon written notification from either
parties involved. �
Company Name: Citv of Wilmington Storm Water Services
Contact Name: I)avid B.Maves,P.�
Client Address: Post Office Box 1810
Wilmingtoan,North Carolina 28402-1810
Client Phane#: (910)341-5880
Client F'ax#: (910)341-0099
Client Email: dave.mayes(c�wilmin�tonnc.gov
r L�±
(Signature of Client}
� �Z� - r���
Date