20040819 Ver 1_COMPLETE FILE_20070828

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United States Department of the Interior

FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh. Noflfli~rO:i20~~36-3726

WETLANDS/401GROUP

Mr. Henry Wicker
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890

I\UG ! 0 2004
WATER QUALITY SECTION

Subject: Action ID # 200400861; Brookhaven Properties, LLC; Brunswick County, NC

Dear Mr. Wicker:

This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject Public
Notice (PN), dated July 6, 2004. The applicant, Michael Hargitt for Brookhaven Properties, LLC, has
applied for a Department of the Army (DA) permit to develop a 36-lot residential subdivision including
two community docks. The proposed work is being considered under Regional Gcneral Permit
# 198000291, a permit/processing agreement for work that has been approved pursuant to thc North
Carolina Coastal Area Management Act (CAMA). Thcse commcnts arc submitted in accordance with the
Fish and Wildlife Coordination Act (FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
Comments relatcd to thc FWCA are to be used in your detem1ination of compliancc with 404(b)(I)
guidelines (40 CFR 230) and in your public interest review (33 CFR 320.4) in relation to the protection of
fish and wildlife resources. Additional comments are provided regarding the District Engineer's
determination of project impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531-1543).

Proposcd Activitics and Environmcntal Impacts

The proposed work and the anticipated impacts are described in the Field Investigation Report (FIR),
dated May 17, 2004, of the North Carolina Division of Coastal Management (NCDCM). The project site
is on uplands near the confluence of Sturgeon Creek and the Brunswick River, north of the community of
Leland. The upland site is separated from these water bodies by several hundred feet of expansive marsh.
The river, creek, and marsh are designated as primary nursery area by the North Carolina Division of
Marine Fisheries.

Approximately 3.3 acres of uplands would be disturbcd to construct the subdivision and infrastructure.
Roadway development and culvert installation would require the excavation of255 square feet (ftz) of
jurisdictional wetlands. However, almost this entire area would be backfilled and the net loss of wetlands
is estimated to be less than 0.01 acres. The applicant proposes the construction of two community piers.
One would extend (6 feet by 345 feet) to Sturgeon Creek and other (6 feet by 145 feet) would extend to
the Brunswick River.
The FIR states that two culverts are proposed for road construction. Culverts may hinder the normal
movement of aquatic organisms due to increased velocity, shallow water depths, increased turbulence,
and perching. However, the FIR states that both culverts would be installed above mean high water and
buried below grade.

The applicant proposes on-site wetland mitigation. The applicant would create a wetland site of .02 acres
and 1.25 acres of on-site wetlands would be conserved. The FIR states that the applicant currently is
retaining all riparian rights over the marsh area through deed restrictions. However, it is unclear whether
some landowners might be able to construct individual piers or encroach on the marsh in the future.

....

2

Federally Protected Species

The Service has reviewed available information on federally-threatened or endangered species known to
occur in Brunswick County. We have also reviewed information from the North Carolina Natural
Heritage Program (NCNHP) database which contains excellent data on the special status species, both
federal and state. This database can be accessed by topographic quadrangle (quad) of the U. S.
Geological Survey (USGS). Data from USGS quads provide the most project-specific information on
species which should be considered in permitting this project. The project arc a is located in the
Wilmington quad. The occurrence data of special status species within these quads can be obtained on
thc internet at < http://www.ncsnarks.netlnhn/quad.html>.

Our rcvicw indicates that no federally protected species have been reported ncar the project area. Whilc
pines are reported on thc property, the mix of pines with oaks and red maples indicates that the area has
not experienced periodic fires and would thus not be suitable red-cockaded woodpecker (Picoides
borealis) habitat.

Service Recommendations

The Scrvice would concur with a detcrmination by the District Engincer that the action is not likely to
adversely affcct species designated as threatened, cndangercd, or their designated critical habitat. The
Corps' requirements under section 7(a)(2) ofthc Act would bc fulfillcd. Howcver, section 7 consultation
must be reconsidered if: (1) new information rcveals impacts of this identified action that may affect
listcd spccies or critical habitat in a manner not prcviously considcred; (2) this action is subsequently
modified in a manner that was not considcred in this revicw; or, (3) a ncw species is listcd or critical
habitat deternlined that may be affected by the identified action.

Regarding your public intcrest review and the rcquirements of the FWCA, it is apparcnt that the applicant
has cmploycd dcsign featurcs to minimize advcrse impacts to important fish and wildlife habitat in the
area. Wc do wish to recommend certain conservation measures which would further protect the natural
resources of the area. These include:

I. The culvert or pipe invcrt should be buried at lcast one foot below the natural strcambed to
promotc the passage of aquatic organisms. Thc strcam channel at the inlet or outlet of structures
should not be widened. This usually causcs a decrease in water velocity and may producc
sedimcnt deposition that will rcquire futurc maintenance. Riprap should not be placed on the
strcambed;

2. The two piers which cross marsh areas should be elevated to a height sufficient to allow enough
pcnctration of sunlight to maintain the marsh vegetation. The Wilmington District Regional
General Pemlit # 197800056 has a spccial condition requiring picrs over vcgctated wetland to bc
elevated at lcast four fect over the wetland substrate. W c bclieve picr elevation should be
determined on site-specific criteria and recommend that landscape designcrs for the project
detemlinc an appropriate elevation for these picrs;

3. We would likc the pemlit to preclude any additional development in the marsh area around the
subdivision. While we appreciate that the applicant has retaincd all riparian rights over thc marsh
area, we recommcnd that a pemlanent conservation be placed on all undevcloped wctland area.
The conservation cascment should include all the prohibited and restrictive activities given in
Article II of the Corps' modcl conservation easement (available at <
http://www.saw.usace.annv.mil/wetlands/Permits.htm >), rcvised in October 2002, Thc 11
restrictive activities include (Sections A-K) measures to prcvent the introduction of non-native
plants (A); construction of paved surfaces or utility poles (B); any cutting of trees, shrubs, or
other vegctation (E); any changc in topography (H); ccrtain changcs to drainage patterns (1); and,

, ....

3

the operation of mechanized vehicles (K). These prohibited and restrictive activities should be
part of the permit conditions and should become part of the property deed; and,

4. The design narrative, dated January 2004, which accompanied the PN states that permanent
seeding includes burmuda grass (perhaps Bernmda grass), tall fescue (Kentucky 31), and sericea
lespedeza. The vegetation plan also indicates that these three species require considerable
fertilizer. The drainage considerations note that the areas adjacent to Sturgeon Creek and the
Brunswick River will naturally shect flow to the marsh areas. We are concerned that fertilizer
and other lawn chemicals used within the subdivision may be washed into the surrounding marsh.
The three grass species mentioned are non-native. Common Bermuda grass (CYllodoll dactyloll),
is a non-native species brought to America in the 1500's from Africa via the Spaniards. Sericera
lespedeza (Lespedeza cuneata) was introduced into this country from China. Tall fescue (Festuca
arulldillacea) was introduced from Europe in the early 1800s. While we cannot make specific
recommendations for the use of native grasses within the development, local offices of the North
Carolina Extension Service and/or the federal Natural Resourccs Conservation Service may be
able to suggest alternatives which are adapted to the local soils and climate. While the grass
species planted should not be a factor in the issuance of the DA permit, we include these
comments as a general conservation measure.

With due consideration of the recommendations given above, we do not believe that the proposed activity
will have significant adverse and/or irreversible effects on general fish and wildlife resources under our
jurisdiction. This position is based on the available infonnation, including the FIR. Therefore, the
Service has no objection, from the standpoint of fish and wildlife resources, to the issuance of a DA
permit for the proposed work.

The Service appreciates the opportunity to comment on this pernlit application. If you have questions
regarding these comments or wish to discuss the development of the coordinated federal position, please
contact Howard Hall at 919-856-4520, ext. 27 or bye-mail at < howard _ [e-mail] >. Please provide
this office with a copy of the coordinated federal position, if one is developed.

Sincerely,

j6am{;o~

Acting Ecological Services Supervisor

cc: Ronald Mikulak, US Environmental Protection Agency, Atlanta, GA
Ron Sechler, NOAA Fisheries, Beaufort, NC
Bennett Wynne, NC Wildlife Resources Commission, Kinston, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
John Dorney, NC Division of Water Quality, Raleigh, NC

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
WQ Supervisor:
Date:

Noelle Lutheran
Rick Shiver

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Brookhaven Subdivision
Project Number 04 0819
Recvd From DCM
Received Date 5/20104

County Brunswick

County2
Region \Vilmington

Recvd By Region

Project Type residential sid

Certificates

Stream

Stream Impacts (ft.)

Class f;~i:j,;;i ' ~-_.
Permit Wetland Wetland Wetland Stream Acres Feet lfoll:l'
Type Type Impact Score Index Prim. Supp, Basin Req. Req. ,,;.ili(:I.\,
ICAMAI IOY @N I I 18-77-1 r-c-l sw 130,617. 1 I I I
-
ICAMAI IOY @N I I 18-77 rscl 130,617. I I I I
. -
I I IOY ON I I r-I 1 1 I I 1

Mitiqation
MitigationType

Wetland
Type Acres

Feet

r

Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 Y @ N
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON

Is Mitigation required? 0 YON

Recommendation: @ Issue Olssue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:

This office has no objection to this project as proposed
A 401 WOC was issued on October 1.2003 The project # is 03 1196, The COE also issued a 404
nationwide permit previously for these wetlands impacts. 07/01/2004 NL

cc:

Regional Office
Central Office

Page Number

" .

A~A"
~~;)!.~

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary

May 18,2004

MEMORANDUM

:1 C', 'Jq., n
L '( L ,1,) I (:)

TO:

Mr. John R. Dorney
Division of Water Quality

WETLANDS /401 GROUP

FROM:

Doug Huggett
Major Permits Processing Coordinator

;,lAY 2 0 2004
WATER QUALITY SECTION

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Brookhaven Properties, LLC

Project Location: Live Oak Drive at the end of Fairview Drive, Leland, Brunswick County

Proposed Project: To develop a 36 lot residential subdivision with infrastructure and amenities. Proposed
includes roads, lots, a pool, pool house, and two community docks.

Please indicate below your agency I s position or viewpoint on the proposed project and return this form by
June 11, 2004. If you have any questions regarding the proposed project, please contact Caroline Bellis at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.

REPLY:

This agency has no objection to the project as proposed.

_ This agency has no comment on the proposed project.

_ This agency approves of the project only if the recommended changes are incorporated.
See attached.

_ This agency objects to the project for reasons described in the attached comments.

SIGNED

DATE

127 Cardinal Drive Extension. Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

DIVISION OF COASTAL l\1ANAGEMENT
FIELD INVESTIGATION REPORT

I. APPLICANTS NAI\lE: Brookhaven Properties LLC
PROJECT NAlvlE: Brookhaven

2. LOCATION OF PROJECT SITE: Live Oak Drive at the end of Fairview Drive, confluence of Brunswick
River and Sturgeon Creek in Leland, Brunswick County
Photo Index - 2000: 15-153 Grid D thru J, 5 thru 11 1995: 15-166 Grid M thru T, 12 thru 18
State Plane Coordinates: X: 2304389.948 Y: 181614.685 Rover ID: N013018A

3. INVESTIGATION TYPE: CAMA

4.

INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 30, 2004, 0 ~J I] D ,} D
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - April 27, 2004
Office - Wilmington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Developed
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Community Docks - Yes
Subdivison and Pool - No
(D) Intended Use: 36-lot residential subdivision with amenities (pool and docks)
(E) \Vater and Wastewater Treatment: Existing - None
Planned - Municipal
(F) Type of Structures: Existing - None
Planned - Roads, Utilities, Pool, Pool House, 2 Docks
(G) Estimated Annual Rate of Erosion: N/A

7. HABITAT DESCRIPTION:

--~~ -~ ~-
(A) Vegetated \Vetlands Excavated 255 sf Backfilled 255 sf
(federal 404)
(B) Vegetated Wetlands Incorporated
Open Water 2418 sf
(C) Other Disturbed
High Ground 3.3 acres

DREDGED

[AREA]
FILLED

OTHER

(D) Total Area Disturbed: 3.4 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: Brunswick River SC, Sturgeon Creek C,Sw

Open: No

8. PROJECT SUMMARY: The applicant plans to develop a 36 lot residential subdivision with
infrastructure and amenities. Proposed includes roads, lots, a pool, pool house, and two community d,ocks.

Brookhaven
Page 2

--------------------------------------------------------------------------------------------------------------

9. PROJECT DESCRIPTION

The proposed project is located on an undeveloped piece ofland in north Leland, near the confluence of Sturgeon
Creek and the Brunswick River in Brunswick County. The property can be reached by traveling north on NC 133
(Leland Exit) from US Highway 17, and turning right onto Fairview Road in Leland. Travel north to the end of
Fairview Road, and turn right onto Live Oak Drive. Brookhaven Trail will then be located to the left, leading into
the project site.

The 20.12 acre project area is, for the most part, of relatively high elevation, with elevations up to 23.5 feet MSL.
The topography slopes down with moderate relief to a broad expanse of coastal and federal wetlands. To the north
lies Sturgeon Creek, which connects \\ith the Brunswick River that runs along the eastern side of the property. Both
water bodies are separated from the land by several hundred feet of expansive marsh. Vegetation on the tract
includes Oaks (Quercus spp.),Red Maple (Acer rubrul1l), Pines (Pinus spp.), Berries (Vacciniul1l spp.), Red Bay
(Persea borbonia), and Ferns (Pteropsidae). Highground soils present include Foreston and Baymeade,lMarvyn
sands and Chowan Silt Loam. Marsh vegetation consists of Cattails. (Typha spp.) Salt Meadow Grass (Spartina
patens) and Black Needlerush (Juncus roel1larianus).

Currently, a gravel road runs through the property where a future road would be, and a culvert has been installed
across one low area. Gravel paths have been laid along future street paths, but most of the tract remains heavily
vegetated. Residential lots are platted on the highest elevations looking out to Sturgeon Creek and the Brunswick
River. The tract is zoned Planned Unit Development by the local government (TO\\11 of Leland). The CAMA Land
Use Plan Classification for the project area is Developed. A wetlands survey has been conducted and approved by
the Wilmington District Army Corps of Engineers.

The waters of the Bruns\\ick River and of Sturgeon Creek have been classified SA by the N C Division of Water
Quality. The river, creek, and adjacent marsh area are designated as a Primary Nursery Area (PNA) by the NC
Division of Marine Fisheries and are closed to the taking of shellfish.

PROPOSED PROJECT

The applicant proposes to develop the 20.12 acre tract into a 36 lot residential subdivision, with amenities. The
surrounding property consists of residential development. The subdivision would consist of lots for single family
homes, two community docks, a recreation area with pool and clubhouse. The recreation/pool area would be located
on the Brunswick River side, in a lower elevation area between adjacent home site lot areas. Development of the
subdivision would include the initial grading 00.3 acres of the site for road construction, utility installation, and for
the construction of sidewalks, pool/pool house, and common recreation areas. The town of Leland would provide
community water and sewer services for the subdivision.

Two culverts for the roads are proposed. A 30",60 LF culvert would be installed in a federal wetland tributary to
Sturgeon Creek, and a 30" 50 LF culvert would be installed across a (federal) wetland area near the Brunswick
River. Both culverts would be installed above mean high water, and both would be buried below grade. Material
excavated from federal wetlands for the second culvert would be used to establish the final grade. Mitigation for
wetland impacts is proposed in the form of on site wetland creation of .02 acres and 1.25 acres of onsite wetlands
conservation.

The applicant proposes to construct 2 community piers/docks. The first would be on Sturgeon Creek and would be a
6'wide, 345' long pier terminating in 13' x 13' covered deck, and a two slip 8' x 20' floating T- head dock.

Bro.okhuvcn
P.agc 3

-------------------------------------------------------------------------------------------------

This pier and dock would serve paddle craft and transient boats. Water depths at this pier location are approximately
6 to 8 feet ML W. The second pier and dock system would serve the community as a whole and would be located on
the Brunswick River. It would consist of a 6' wide, 145' long pier terminating in 13' x 13' covered deck, and an 8
slip T-head floating dock. Water depths are approximately 6 to 12 feet ML W in the vicinity of this proposed dock.

A CAMA General Permit (33411-D) was issued to Brookhaven Properties on 05/19/2003 for a dock at Lot 11 of the
subdivision. That pier has not been constructed, and the penllit has expired. The applicant has indicated there are
no plans to seek a new permit to build the dock at this time.

Sedimentation and Erosion Control Plan approval \vill be required for this project. A Stom1\vater Permit for the
subdivision has been issued by the Division of Coastal Management (S\V8031232, April 4, 2004).

10. ANTICIPATED IMPACTS

A total of3.3 acres of land area would be graded, filled, and or disturbed for this project. 18 acres of high ground
would later become homesites. Roadway development, with culvert installation, would entail excavation of255 sf
of federal Section 404 jurisdictional wetlands, which would be backfilled, for less than 0.01 acre total 404 wetland
impact. The pool house would occupy another .01 acres of land in the recreation area situated between coastal
wetlands and federal wetlands. Compensatory mitigation is being proposed for this project. The applicant proposes
1.25 acres of on site conservation and 0.02 acres of on site restoration/creation. These mitigation activities would be
implemented within the Tract A portion of the property. 1.25 acres of 404 wetlands would remain undeveloped in
its natural state. A 0.2 acre area adjacent to the conservation area would be created wetlands that would connect
several smaller wetland areas.

The proposed piers would result in the shading of2436 square feet ofintertidal coastal wetlands. The docks would
incorporate 2418 square feet of Estuarine Waters and Public Trust Area. The piers would not exceed ~ width of
either waterbody. Brookhaven Properties currently owns all of the lots within the proposed subdivision and is
retaining all riparian rights over the marsh area through deed restrictions. Therefore, 15 foot setbacks from the
adjacent riparian corridors are not applicable. A short teml increase in turbidity can be expected during piling
installation during pier/dock construction.

Submitted by: Caroline J. Bellis Date: May 17, 2004 Office: Wilmington

"

Form DCM-MP-I

APPLICATION

(To be completed by all applicants)

1. APPLICA.1\7

a. Landowner:

Name Brool{haven Properties, LLC

Address P.O.' Box 654

City yli lmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]

b. Authorized Agent:
Shane ~ippard, P.E.
Name Right Angle Engineering, P.C.

Address 212 Princess Street

Hilmington
City

State NC

Zip

28401

D. Ph 910-251-8544
ay one

Fax 91 0 - 2 5 1- 2 208

a. County

, Brunswick

Rt~ised 03/95

b. City, town, community or landmark
Leland

c. Street address or secondary road number

d. Is proposed work within city limits or planning
jurisdiction? X Yes No

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Sturqeon Creek,
Brunswic'l{ River

3. DESCRIPTION Ml> PLAA"NED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or fillin~ activities.
36 homes, subdIvision roads
requiring 2 wetland crossIngs,
2 piers with floating dockage,
swimming pool and poolhouse.

b. Is the proposed activity maintenance of an existing
project, new work, or both? New work

c. Will the project be for public, private or commercial
~e?prIvate residential subdivisi

Form DCM-MP-l

4. LA1\'TI A..ND WATER
CBJUtACTERlSTICS

a. Si;:e of entire tract

20.12 ac.

b. Si;:e of individual lot(s) 14, OOOSf -34, OOOSF

c. Approximate elevation of tract above MHW or
Jl.rv/L Elevations to 23.5 MSL
MHlv - 2. 8

d. Soil type(s) and texture(s) of tract Sands:
Foreston,'Eaymeade/Marvyn; Chowan
Sllt Loam
e. Vegetation on tract Dale, Gum, Maple, Pine,
Vaccinium, Red Bay, Ferns, Cattails

f. M~-made features now on tract Grave 1 Road
and Culvert

g. Wllat is the CA~to\ Land Use Plan land
classification of the site? (ConsulJ z}~ loca] land lUe plan.)

_ Conservation
~ Developed
Rural

_ Transitional
_ Community
Other

h. How is the tract zoned by local government?
PUD

1. Is 'the proposed project consistent with the applicable
zoning? ~ Yes _ No
(A=dJ zoning compUanu ccr:ijicaJe. if applicabu)

J. Has a professional archaeological assessment been
done for the tract? _ Yes X No
If yes, by whom?

k. Is the project located in a National
Historic District or does it involve
Register listed or eligible property?
_Yes ~No

m. Describe existin~ wastewater treatment fa,cilities.
Town of Leland wlll provlde
collection and treatment.

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater,' industrial/commercial eftluent, .wash
down- and re<;idential discharges.) surface
runoff

o. Describe existing drinking water supply source.
Town of Leland water system

5. ADDITIONAL INFORMATION

In addition to the completed application fOnD, the
following items must be submitted:

o A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is Dot
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

o An accurate, dated work plat (mcluding plan view
and cross-sectional drawings) drawn to scale in black
in1: on an 8 112- by 11" white paper. (Refer to
Coastal Resources C"mmission Rule 71.0203 for a
detailed description.)

Registered _ _ p_~.~~;~f.Lte\.~ original drawings are preferred and
a N:nin,na1j\ r: !r.;>oD1Y:~1iig~qu~i~ copies will be accepted. Blue-line
\\U\ \ .L:L '0 .L\.'lprin~ or'oth#" l~ger plats are acceptable only if an
I !J adequate nU9b~ lof quality copies are provided by
1\\ JAN 2 @p~O~t. (gpt3ct the u.s. Army Corps of
Me there wetlands on the site? X Yes ,\ ~o Engineers reg.rraing that agency's use of larger
Coastal (marsh) X Oth~ -X -c 0 \ V \ S PtaWirigf) A si~ or location map is a part of plat
If yes, has a delineation been conducted? XCO I\STAL tvV,equiMmedtJtil'd it must be sufficiently detailed to
(AClaCil docwncnJarion, if available) 1 guide agency personnel unfamiliar with the area to the

1.

Relised 03/95

Form DCM-MP-l

site. Include highway or se(:Ondary road (SR)
numbers, landmarks, and the like.

o A Storrnwater Certification, if one is necessary.

o A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such o\\ners
ha\'e received a copy of the application and plats
by certified mail. ,Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.

Name * See Attached List & Dwgs.
Address
Phone

Name
Address
Phone

Name
Address
Phone

o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

CAMA - 33411-D (minor) 5/19/03

Sediment Erosion Control

o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

o A signed AEC hazard notice for projects ill
ocanfront and inlet areas. N/A

o A statement of compliance ~ith the N.C.
Em'ironmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. N/A

Revised 03/95

6. CERTIFICATION M'TI PE~flSSION
TO ENTER ON LMTJ)

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'l the permit.

I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.

I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
apillication is truthful to the best of my knowledge.

This is the 27 day of Jan
Print Na..-ne Mi_lee Harget t

){~ 2004
, -'

Signature
Lando~'1UT or Au:hori:.cd ~gC1'J

Please indicate attachments pertaining to your proposed
project.

_ DeM MP-2 Excavation and FiJI Information
~ DCM MP-3 Upland Development
~ DCM MP-4 Structures Information
~ DCM MP-5 Bridges and Culverts
_ DCM MP-{5 Marina DevelQPment

NOTE: f :~~~~1~fm;~~t~

DIVISION OF
COASTAL tviAN.A.G Erli ENT

Form DCM-!\1P-4

STRUCTURES

(Construction \\-ithin Public Trust Areas)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.

a. Dock(s) and/or Pier(s)
(I) Commercial -K..Community _ Private
(2) Number 2
(3) Length 345LF/145LF
(4) Width 6 I
(5) Finger Piers _ Yes _ No
(i) Number
(ii) Length
(iii) \Vidth
(6) Platform(s) ~ Yes No
(i) Number 1
(ii) Length
(iii) Width
(7) Number of slips proposed lea/Sea
(8) Proximity of structure to adjacent riparian
property lines
(9) Widthofwaterbody120' channel
(10) Water depth at waterward end of pier at
ML W or ~"\VL

b. Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)

d. Breakwater (e.g. wood, sheetpiJe, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Rf:\'ised 03.'95

e. Mooring buoys
(1) _ Commercial_Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)

(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline

f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial_Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Giy~ CD11pku description)

Date

~' ~ I.""\': --" -"~~~"'_
'I <;;'/ ~ /1/1 ': I"j i.,\~_.",\.
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I' ?' ':;
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Ii i V JAN 2 8 2004 :;!
~\...J _I_,.
-"

DIVISION OF
COASTAL fv1ANAGErv1E!\~T

Form DCM-]\1P-3

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

a. T)-pe and number of build,ings, facilities, units or
Structures proposed 36 SIngle famIly homes,
swimming pool & poolhouse

b. N:Jmber of lots or parcels 36

c. Density (give the number of residential units and the
uliits per acre) 2 per acre

d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3.3 acres

e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
le2.St 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submined to the Division of Land
Resources? X Yes No
If yes, date submitted Approved on 12/31/03

f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt '

g. Give the percenL1ge of the tract within 75 feet 'of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parkino. proj ect whole
is 30% impervious areas.

Re\'ised 03/95

h. Projects that require a CAMA Major Development
Permit may also require a Stonnwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted ' 11/26/03

i. Describe Rroposed method of sewa~e; disposal.
Town of Leland collec~lon and
treatment

J. Have the facilities described in Item i. above
received state or local approval? Yes
(Atzach appropriau do=ru:uion)

k. Describe location and type of proposed discharges to
waters of the SL1te (for example, surface runoff.
sanitary wastewater, industrial/commercial eft1uent,
.wash down" and residential discharges).
Surface runoff of roads and
residential areas.

l. Describe proposed drinking water supply source
(e.g. well, comrnunity.r public system, etc.)
Town of Lelana System
I' :',;\:,' '\ !'I\ 1,,'\\ {' -,,-,\ ~N
; f\ ~ i ~ : k\. I! \\ : f~' II \
m. Will 3 rlre i~ed? f .J.l ~ ~ No
If Y ow many acres? I j I

n. If J V ~ectJe~ ~c~~o~t deUrnent, when
was the lot(s~lat1ei3lfid-.reanued?
COASTAL f-,1ANAGEMENT

si{nature
/-ci1' otf
Date

Form DCM-MP-5

BRIDGES ANJD>
CUJL VERTS

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed proj~t.

(4) Will all, or a part of, the existing culvert be
removed? (Explain)

g. Length of proposed bridge

1. BRIDGES

h. Width of proposed bridge

3. Public

Private

1. Height of proposed bridge above wetlands

b. Type of bridge (construction material)

j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain

c. Water body to be crossed by bridge

d. Water depth at the proposed crossing at MLW or
~"VL

k. Navigation clearance underneath proposed bridge

e. WIll proposed bridge replace an existing bridge?
Yes No

1. Will the
reducing
opening?
If yes, explain

proposed bridge affect navigation by
or increasing the existing navigable
Yes No

If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a pan of, the existing bridge be
removed? (Explain)

'm.

Will ~rClpQS~ricge..prpss, ~~~ containing
no na1g~le:~~a(er$?i~:' ;' '.~ryeS; li\\ No
If yes'lg lairf \..) W.c:.. \. ~ II \ 1
I r\ ;! :
II ! \ I JAN '!. ti 2004 :: il
~IJ ::...::;;
DIVISION Ur
n. Have qQA~tfuktMAlhtACi:fSl"ECJ1t Guard
concerning their approval?
Yes No'
If yes, please provide record of their action.

f. Will proposed bridge replace an existing culvert(s)?
Yes No

If yes,
(I) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL

Reyised 03/95

Form DCM-J\fP-5

2. CULVERTS

a. Water body in which culvert is to be vlaced
a.Trib. to Sturgeon Cre~
1:). i~etland area nedI: BL. Ull::i w.i. L.:t-. R.i. V'er

b. Number of culverts proposed

2

c. Type of culvert (const{Uction material, style)
HDPE Round Plpe,

d. Will proposed culvert replace an existing bridge?
_ Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)

e. Will proposed culvert replace an existing culvert?
_Yes ~No
If :yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or ?\'WL
(4) WiII all, or a part of, the existing culvert be
removed? (Explain)

f. Length of proposed culvert A: 60LF IE: 50LF
Diameter I II
g. 'Width- of proposed culvert A: 30 'iB: 30

h.' Height of the top of the proposed culvert above the
MHW or NWL A: + 10 '/B:.:t8 I

1. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain Culvert pi pe buried 20%
below existing grade.

Rt\'ised 03.'95

J. Will the proposed culvert affect existing navigation
potential? _ Yes ~ No
If yes, explain Non-navlgable

3. EXCAVATION AND FILL

3. Will the placement of the proposed bridge or culvert
require any 'excavation below the MHW or :N\VL?
, Yes X No

If yes,
(1) Length of area to be excavated
(2) Widtb of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards

b. Will the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands SA Vs ~ Other Wetlands
If yes, ,
(I) Length of area to be excavated A : 60 'iB: 25 I
(2) Width of area to be excavated A: 3 I I B: 3 I
(3) Amount of material to be excavated in cubic
yards 20

c. Will the placement of the proposed bridge or culvert
require any bigbground excavation? )
2- Yes No (B only
If yes,
(1) Length of area to be excavated 25 I
(2) Widtb of area to be excavated 3 I
(3) Amount of material to be excavated in cubic
yards 1 0

d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Jf~ip~ ~flthlWO~g~~iIJf::~ion area

(2) Dimensions of sp,oil diSpOsal area .
60'-:"'Xl..Q.'Jgj~f.~.!1~t~ crOSSIng
@f\DQ'~VPU, claiDi title',lO tJje~diSp6sal area?
!e) ~ ~W~ ~' ~ffi} ii \1
J n,Ifno, attach a I~eofranting permission from
1~eo~.2 8 0 JJ))

DI\l1810i'4 OF
COASTAL MAN.A.G EM Er'IJT

Form DCM-!\1P-5

(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SA Vs, or other wetlands?
~ Yes No
, If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? _ Yes ~ No
If yes, give dimension jf different from No.2
above.

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or l\WL? Yes No
If yes,
(1) Length of area to be filled
(2) Width of area to be fIlled
(3) Purpose of fill

f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
- Coastal Wetlands _ SA Vs ~ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fIll To create culvert 5c
establish final grade.

g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
des~ribed in Item d. above) to be placed on
highground? ~ Yes _ No
If yes,
(1) Length of area to be fIlled
(2) Width of area to be fIlled
(3) Purpose offUl To establlsh road
final grade.

4. GENERAL

a. Will the proposed project involve any mitigation?
X Yes No
If yes explain in detiil 1. 25 a c. 0 f on-
slte conservation/u.2 ac..on-slte
restoratlon/creatlon

Re\'ised 03/95

b. Will the proposed project require the relocation of
any existing utility lines? Yes 'X No
If yes, explain in detail

c. Will the proposed project require the construction of
any temporary detour structures?
_ Yes X No
If yes. explain in detail

d. Will the proposed project require any work
channels? _ Yes ~ No
If yes, complete Form DCM-MP-2

e. How will excavated or fill matez:ial be kept on site
and erosion controlled? Grad lng & re-
vegetation-other seOlment ~ ero-
sioncontrols as neeoea(sllt ter
check dam)
f. ' What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredg~? Pavinq equipment: backhoe,
trac~hoe, dump trucks, compactor
and rollers.

g. Will wetlands be crossed in tr~porting equipment
to project site? _ Yes _ No
If yes, explain steps that will be taken to lessen
environmental impacts.

h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail

~ -..-... ~. -- .-
ii II :\: Ii ' !W :: \\ I 1:";\ ..,-;-,
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!:\\'
H,~~et~AN 2 8 200 .
rro0.....7 '. ~
/ VISION OF
-r- ^ I ,
, I.... 1\l1t"'\/\i.....I..:lt:,\" _

N
N
III
W
~
a.

.....
N

~
~
~

US HWl' 17-74-76

VICINI1Y MAP
NOT TO SCALE

lit -r-. ,~ ~ '7' 7' -;> ~ -nU
'1...... I,'o}\/I \ .'r,'.:' \'.r jllJ}!1 ",
I \ "',' ~" ,-, III~ '/ II
'I '1'1 " I: I II " ~ 'I

! L>> -.L \d .--:. ~. II!
'~ lUJ
j! ~, JAN 2 8 2004 jl
,; L 0'

DIVISIO;'-l OF
Directions COASTAL rv'iANl,GEr',~ENT
Traveling west from Wilmington on US 17, 74/76; take the Leland exit, turn right.
Go to first traffic light, take a right onto Fairview. Travel to the end of the road,
take a right onto Live Oak. Brookhaven Trail is the first left.

DESIGN NARRATIVE FOR LOW DENSITY DEVELOPMENT

AT BROOKHAVEN SUBDIVISION

BRUNSWICK CO., N.C.

JANUARY, 2004

TABLE OF CONTENTS

1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN

APPENDIX

PROJECT AREA TOTALS
BUILT UPON AREA CALCULATIONS
PIPING CALCULATIONS

FIGURES

~ ':'\ """"---
; I j 1 ,.f' :'i \: !, I ~ 1: 1\ ~ ":~-.c. ~
I!)' J 2.!. '0 ';\J. 'I \oj :<.,"'"
1-41 ~"':"J ~ :
I~' I
Jl ~ J AN 2 8 2004 .

DIVISION OF =- /
COASTJl,L tvlANAG E 1/::.. \ ;'

CONSTRUCTION PLAN - C1
DETAIL SHEET

Brookhaven Subdivision
Town of Leland
January, 2004

1. Proiect Description: Brookhaven Subdivision is a proposed subdivision at the
north east end of the Town of Leland located along Sturgeon Creek and the Brunswick
River in Brunswick County. The land disturbing activity associated with the project will
consist of clearing and grubbing of vegetation, grading of the road right-of-way, water
main installation, sewer collection line installation, and sediment and erosion control
measures such as a silt fence, gravel construction entrance, and water quality swales. It
is proposed to permit and construct two community piers for this project. One will be a
gazebo with small transient canoe/kayak floating dock and the other will be a pier with
one long eight space floating dock. The total area which will be disturbed for this project
is 3.30 acres.

2. Site Description: The project site is in Brunswick Co., NC, located directly on
Sturgeon Creek and the Brunswick River. The property on which the development will
take place is currently owned by Brookhaven Properties, LLC.

On site soils are fine sands to sandy loams.

Existing wetlands have been delineated and approved jurisdictional determination by the
USACE. Coastal vegetation has also been approved by CAMA. Permits have been
applied for impacts to wetlands on site for the pipe / road crossings. Approval has been
granted by NCDENR and awaiting approval from USACE.

New construction onsite will consist of paved roads with swale sections, pipe crossings,
and water quality swales. Also included in the road right-of-way will be a water
distribution system and sewer collection.

Land use in the vicinity is residential.

3. Adiacent Property: The areas adjacent to the project site are mostly
residential areas.

4. Drainaqe Considerations: The project is proposed as low density with total
impervious to be 30 per cent. The areas adjacent to Sturgeon Creek and the Brunswick
River will naturally sheet flow to the marsh areas. All roadway runoff will be collected in
roadside swales and drain to the water quality swales or the natural drainage way that
crosses the site.

~ ~ /,~~-~~
,: ',: ./', \ 'd:' \\1 ~~
5. Erosion Control Considerations: The following erqp~BnJ;on!!3>lJ.fuel!.sLJte~E1: ",
used on this project: iF;:;
/I Ii
1. Temporary Gravel Construction Entrance/Exit d iJ JAN 2 B 2004 ,
To prevent sediment from leaving the site, temporary gravel c~SJfJ~<tt~HlJe/Vranci
should be installed where Brookhaven Road enters th~@tesf,.9r df~sjoos.,a.,n.d
specifications, see construction details. . '- IVI I .....\..::It:,.!!: '

2. Land Grading
The existing slope of the site is from south to north toward Sturgeon and Brunswick
River. Roadways to be sloped to follow with natural grades.

Brookhaven Subdivision
Town of Leland
January, 2004

3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.

4. Water Quality Swale with Check Dam
Water quality swales with 5 to 1 side slopes are located where road runoff drains
off the road to marsh. The swale will be at least 100 feet long prior to a coastal
wetland area. At the end of the swale will be a temporary rock check dam to
prevent sediment erosion during construction.

6. Construction Schedule:

1. Obtain plan approval and other applicable permits.
2. Hold pre-construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing and clean and replace as

necessary.
5. Build rock check dam and water quality swale.
6. Begin clearing and grading of the site.
7. Install storm piping.
8. Install sewer and waterlines and pave new roadway.
9. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
10. After the entire covered area is stabilized, all temporary measLtJ:~_s will be removed
--: h'> ..;\ ./~~ i?:\l -p- -;"1' l' .~- ~
and permanent vegetative repairs to be completed. 1; j) .:0 i, ; irJ; I! \\/ :':.: ;:'.\
{I!) -.;...;~~v >-': .
i~ _. .
IJ ;\
ji ii, JAN 282004
~v

7.

VeQetation Plan:

~, I

DIVISI01\J"GI'= -..'
1. After complete stabilization of the entire covered arecC@p,g;f)'xtT r~~~.A~ER/~L "';-
roughened by making 1"-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 Ib/acre and incorporate into the top 6" of
soil.

3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.

Brookhaven Subdivision
Town of Leland
January, 2004

6. Mulch with 4000 Ib/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 Ib/acre.

8. Maintenance Plan:

1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.

Seed Tvpes and Application Rate / Schedule

Temporary Seedinq

Amount /1000 SF
11-21bs
1-2 Ibs

I Time of Seed in
I Nov. - Jan.
I June-Au.

I Initial
I 25 Ibs 10-10-10
I 25 Ibs 10-10-10

Permanent Seedinq

Grass Type Amount Time of Initial Fertilization / Fertilization / Fertilization /
/1000 Seeding 1000 sf 1000 sf 1000 sf
sf Maintenance maintenance maintenance
Burmuda, 1-2 Ibs Apr. - 251bs March-April Each 4-8 Aug.-Sept.
Common June 1 0-1 0-1 0 121bs Weeks 121bs
I 1 0-1 0-1 0 1-2 Ibs N. 1 0-1 0-1 0
Fescue, Tall I 5-71bs Sept. - 251bs Feb-March May & Dec. Sept.-Oct.
(Kentucky Oct. 1 0-1 0-1 0 121bs Y:z to 1 lb. n. 121bs
31) Feb.- 1 0-1 0-1 0 1 0-1 0-1 0
I Oct.
, Sericea 1-2 Ibs March - 251bs Feb-March Y:z to 1 lb. N. N/A I
Lespedeza Apr. 1 0-1 0-1 0 - ~, ,-- "'\ ..... '7
(Slopes) - ...' rlG~
i \ < " ., !:; II \
, '

I' ,'~'~ "}" \\
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'.

~i.

END OF PLAN

, i
~)

"
,.

JAN 2 B 2004

;
~

Brookhaven Subdivision
Town of Leland
January, 2004

DIVISION OF

f~0. ^ ::'7r. I , A'.,....' A I"""~, ;,
- I.,..,., ._._

C.....PE FE.....R RIVER I3.....SI;\

Class

:\ame of SlTc.:lm

Subbasi::

Stre1.:n Index ~u:nber

Map ~umber

Spring Valley Lake
Scr..:ash Eranen
Sq-..:irrel Creek
Sguirrel Creek
Scr..:irrel Creek
S~agg Creek
S~agg Creek
Sr.aley Creek
S~arli::s S....arr:p
S~eep Eor.r.om Creek
S~eep R'..l.'
S~ephens S..'arr:p
S~e....ar~ Creek
S~e..'ar::s Creek
S~e....ar::s Creek
S~e....ar::s Creek
Sr.e....ar::s Creek
Sr.e....ar::s Creek (Byre Poi:l Pon:::)
S::ill Creek

S::inkin:; Creek
Sr.inkin:; Creek
S::~nr.~n:; ~..:ar~er Creek
Sr.ookin:;head Creek
S::ony Eranoh
S::ony Eranoh
S~ony Creek
Sr.ony Creek
S::ony Creek
S~ony Creek (Lake B~r:ing~on)
S::ony Creek (Stony Creek Reservoir)
S::ony R~ (Hannas Pan:::)
S~ra~s Canal (S~ra~ss S....a~)
S::urr.p SO'J.nd
S::'J.mp SO'..l..d ORIi hrea
Sr.~rgeo:l Creek
'--..s..r._'J.rgeo::.. Cr,eek
S1..:ocor Creek
S1..:ok Cree;;
Suck Creek
S1..::;ar Creek
S':..l:;:;s P.ill Pond
Su~~cn Bran:::h
S..'ain Bran:::h

S""'a.n., Lake

S..'ans Creek

Ta:'ly E=a::::;:

7a...-...ba=k E=an::h

Tandam Bra:1:::::
Tank Creek (M:::::>'J.:fie Cr.) (P.::Fayeen PO:1:::)
T~'::ra':..lsh Er~,:::h
Ta:-neel C=eek
Ta=ki:l E=a.."1ch

Taylor Bran:::h
Taylor Bran:::h

CPFH
CPFl 7
CPF02
CPF02
CPF09
CPF02
CPF02
CPF02
CPFl6
CPFOS
CPFl6
CPF22
CPF07
CPFlS
CPFls
CPFl9
CPF22
CPFH

CPFl7

CPFO{
CPFO{
CPF03
CPF22
CPFl3
CPFH
CPF02
CPF02
CPF07
CPF02
CPF02
CPFl6
CPFl 7
CPF2';
CPF2';
CPF23
CPFl 7
CPFH
CPFlO
CPFl 0
CPFl1
CPFlE
CPF22
CPFl 7
CPFH
CPFlS
CPF17
CPF06

CPF22
CPFH
CPF09
CPFlE
CPFl9
CPF08
CPF06

16-:3-6
16-:E-1-';
16-::-S- (1)
lE-::-S- (2)
17-:2-6
lE-:6-2- (0.5)
16-:6-2- (2)
16-:S-1
IS-iS-12-2-'; -I
lE-C-1-';
16-:6
16-~';-25-2

16-:1-1

16-31-21
16-3:-2';-5-';
16-f6-2-10
16-~';-19-13-2
16-:3-33

18-E6-8-2-2
16-39- (1)
16-39- (2)
16-19-6
18-7';-2';
16-20-18
18-23-16-8-';
16-1';- (8.5)
16-1';- (9)
18-';-6
lE-1';- (1)
16-1';- (5.5)
18-E5-12-2-2

18-H-7-2-1

18-67-3
18-67-0.5
16-7';-S2

18-77-1

18-23-1E-6-2-1
17-3~-1- (1)
17-30-:- (3)

17-37-1

16-H-:
18-7;-17-3
18-61-6-1-1
~.-1~ -J""';
'! _!: ~,:...,~ f :; ,
lri~?-~ \:..,.;
l6~~-:1

::'2:Sii9

K2 i~;-n.2

C19XEC

C1S~;E€

E19~"E6

C211;E6

C2:~"E9
C2 :Si0i2

G2';h"El

C22SE7
':2 SI;E';
H281,,;7
<2';1....9
G22SE7

G22SE3

H2E:;E';
G27S;;';

F23SE9

~2 7li.~.7

E22h-...9

E22~"E{

C21Sli7
H27li"',;6
F23S;;2
F22Sli.;
C2::.h-,;9
C2lSli3
E22SE7
C2lh1oi6
C2:h-...6
F2';SE';
.:'25SE.;

';2 92~';1
':2 9 2~r\2

':;27SE1
K2EKE3

:22SK5

F20SE2
nOSES

F22~,";~

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K26SES

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~B'-7.;J20 r. - (; G27SE:7
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is:2'; -27 G22NE6
DIV'S'O~i n:::
17-22-3 I I E19nEg
1G-QASTAL rvjA~M~ME'

18-60-2-17
17-9.3- (l)
17-9,3- (2)

E2S5E';
D19N"~'9
Dl91....9

lis-n:..B
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C S...
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Page 26

of

30

CAPE FE,-\R RIVER BASI);

:'\amc ofS:reJ.m

Subbasin

Class

CPF1~ lS-23-32-3
.-.--:: ~
~~..... CP-07 ~,' ',\ . S . c
~ .~k .~. . ': , r"t, :' ';\'" --...
~, ,,:CPE'-S- \ \lS-3:-1S-2-1

J ~-~ .-> CPFlS : ::'S-65-2-S
"
,..~,fJ'F22 , ! :'S-7~-2S-3-3
J,t..H 2 L L.:\tPFOS :.:}J17-S- (1)
CPFQ2 17-5- (2)
- , . 1)1-
D\\'\S\O:'~CP. ~l A-',I-:r-1:-~- (1)
1\1 c.r..'- .,t:.\'l
S-:-A' IJ.r....I'.~~' 17-11-~- (2)
COA \ - I CPF22 lS-7~-lS-H

Sooke~ =~eek 'Eas~~ood :a~eJ
3ouldir.S Bran::h
Eo~'den E=a~ch
3o~ensvi::e Creek
Boyds C=eek
Erachccas:. S\I;arr.p

CPF06
CPFOS
CPF03

CPF:?

CPF02

CPFl5

Bradley C=eek
Bradley C=eek
E=~'son C=eek (B=anscn ~ake)
Briary S::ream
5::-idge 2ranch
Broad Bra:l::h

CPF2~
CPF2~

CPF15
CPFl6
CPF1S
CPFl6
C?F09

Eroad ~o~:.h Era~=h

Brooks Creek (Br~'ch)
Bro...-n Br~'ch
Bro...-ns Creek (Cross Pone)
Bro....ns S....ar.,p
E=uns......icic Ri ve:-

CPFO~

CPF03
CPFl6
CPFlS
CPFl 7
CPFC2
CPF09
CPF02

B::-.lsh Creek
E::-.lsh Creek
B::-.lsh Creek (Lake Higgins)
Eryant ~i1l Creek
= =1"~ an t S.. au:;;
3u::k Er=::h
3u::k Er=ch
Buck Er=ch
Buck Creek
Buck Creek

CPF17
CPF19
CPF05
CPF06
CPF22

CPF10

CPF1S
CPF:2 1
CPFl9
CPFl5
CPF06
CPFC7
CPFC7
CPFC7
CPF19
CPF07
CPF20
CPF22
CPFC2
CPFl 0
CPFH

Eu=k Marsh Bran=~

3u::kha::'1 Creek
Buckheae Creek (Buckl~'e Creek)
Euckho= Eranch
Euckho= Creek
B:..:::kho= Creek
Euckho= Creek
Eu::y_~c= Creek (Boney Pone)
E:..:cY_~o= Creek (?~rris ~ake)
Buckle 5....~~ Creek
E:..:ckski::l S~ar.,p
E:.:.:falo C::-eek
B:.:.:~alo C=eek
E-;..:,::alo Creek
E:.:.::alo ~eado~s Cree~

(S:.eve::.s PO:l::)

B:..:ies C=eek

E;.:.~l B=a.:~=~

3:..::1 Era.-:ch
B:..:: 1 Era=.::h
B:..:ll R=
B-..;ll R~,

'.
"

:'-'/
: ""',\
i'., \\\J
\' \'
-:.::.V

B:..:ll R=
B"" R~,
B:..:llard Eranch
B:..:llard Pcne

CPFlS
CPFl 7

E:..:lldog C:'.

Page

Stream Index l\umber

16-H-1-15-2- (1)
17-3-2
16-1S-11-2

1E-ES-6

16-:6

16-2S-2-1

18-E7-2~-~- (1)
lS-E7-2';-~- (2)
lS-27-5-1

:8....;6-2

lS-ES-2-12-2-2
18-:0-~

:i-:C

:€-3€

16-19-11-1
:S-~5

lS-6S-12-3.5

18-:7
16-11-~- (1)

:7-~3

:6-11-~- (2)
18-65

:S-€S-l-li-S

16-H-1-17-1-1
If-H-2-9
18-7~-23-0.5-2
17-26-S
lS-6S-12-5-2

18-7~-S
lS-6S-2-10-1
18-31-2~-6

16-~1-1-15-1-1-1

1S-7- (1)
18-7- (2)
16-7- (11)
lS-fS-2-12-2
16-7- (3)
18-6S-22-1-2
lS-i~-21-l. 7
:6-1:-:.;

17-2S

16-23-1S

lS-6:-12-S-1
18-65-23

4

of

30

~lap l\umber

D22!\"E5

D1S1~1
C215W6

~2 71..t\7

C211;E7
G23SE6
K27KEl
K27NE1
G23SWS

H2';5E~

~25NES
:2~SES
E20NH
D22SW7

C21SIi'2
I2~NW8
G2~S1i'2

':27 SIi'7

C19SIi'2
E20l-."E6
C191,....9
':2651i'3
G2~SE2
:J23llli9
D22l<ES
F.2Sl~2
F20l-."E5
G2~51i'S

G27m;6

F.26!\""El

G23S\;5

::221ffi';

E23SEl
E235\0
E235\;6

H25!.""ES

E23S\;3

:-26~r\7

E27!~":1

:::2 O~;-~'9

F2 Cl<ES

G221;El

F235E7

F2~l;-""';

G:2Sri3

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DIVISION Or:
COASTAL MANAG.

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Subject

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DIVISION OF
COASTAL MANAGEMEr..rr

Manning Pipe calculator
Pipe crossing #1

Given Input Data:

shape ...........................
Solving for .....................

Di ameter ........................

Flowrate ........................

slope ...........................

I>lanni ng I s n .....................

Computed Results:

Depth ...........................

Area........................... .

Wetted Area' . . . . . . . . . . . . . . . . . . . . .
Wetted Perimeter ................

Perimeter .......................

Ve loci ty ........................
Hydraulic Radius ................
Percent Full ....................
Full flow Flowrate ... ...........
Full flow velocity......... .....

Critical Information

Critical depth " ................
Critical slope .......... ........
Critical velocity...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..... .... .....
Specific energy....... ..........
Mi ni mum energy ..................
Froude number ..... ..............
Flow condi ti on ..................

tmp#1

Circular
Depth of Flow
30.0000 in
12.5000 cfs
0.0100 ft/ft
0.0090

9.3542 in
4.9087 ft2
1. 3066 ft2
35.5472 in
94.2478 in
9.5671 fps
5.2928 in
31.1808 %
59.2470 cfs
12.0697 fps

14.2462 in
0.0021 ft/ft
5.4409 fps
2.2974 ft2
45.6156 in
7.2524 in
29.9621 in
2.2019 ft
1. 7808 ft
2.2457
Supercritical

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DIVISION OF
COASTAL MANAGEME~<T

page 1

~anning Pipe calculator
Pipe crossing #2

Given Input Data:

shape ...........................
Solving for .....................

oi ameter ........................

Fl oIVra te ........................

slope ...........................

Manni ng I s n .....................

Computed Results:

Depth ...........................

Area........................... .

~"'etted Area .....................
Wetted Perimeter... ........ .....

Perimeter .......................

Ve loci ty ........................
Hydraulic Radius..... ... ... .....
Percent Full ....................
Full flow FlolVrate .. ........ ....
Full flow velocity.......... ....

Critical Information

Critical depth..... .... ..... ....
Critical slope ..................
Critical velocity..... ...... ....
Cri ti ca 1 area ...................
critical perimeter .. ........ ....
Critical hydraulic radius... ....
Critical top width .......... ....
Specific energy.... .... .... .....
Minimum energy..... ........ .....
Froude number ... ................
Flow condition '" ... ...... ... ...

tmp#l

Circular
Depth of Flow
18.0000 in
6.0000 cfs
0.0050 ft/ft
0.0090

9.6234 in
1.7671 ft2
0.9614 ft2
29.5221 in
56.5487 in
6.2407 fps
4.6896 in
53.4634 %
10.7289 cfs
6.0713 fps

11. 4386 in
0.0029 ft/ft
5.0488 fps
1.1884 ft2
33.1516 in
5.1620 in
18.0000 in
1. 4072 ft
1. 4298 ft
1. 3743
Supercri ti ca 1

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