19960346 Ver 1_COMPLETE FILE_19960410

State of North Carolina
Department of Environment,
Health and Natural Resources
Diviston of Environmental Management

James B, Hunt, Jr., Governor
Jonathan B, Howes, Secretary
A. Preston Howard, Jr., P.E., Director

May 23, 1996
Dare County
DEM Project # 960346

APPROVAL of 401 Water Quality Certification

Town of Kill Devil Hills
P,O, Box 1719
Kill Devil Hills, NC 27948

Dear Sirs:

Y0U bave our approval to place fill material in 1,966 ~quare feet of waters for the purpose of
impro\ing an existing road at Bay Drive, Kill Devil Hills, as you described in your application dated 8
April 1996. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you sbould get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
bearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition whicb conforms to Cbapter 150B of the North Carolina General Statutes to tile
Office of Administrative Hearings, P,O. Box 27447, Raleigh, N.C. 27611-7447. Tbis certification and
its conditions are final and binding unless you ask for a bearing.
This letter completes the review of the Division of Environmental Management under Section
401 of the Clean Water Act. If you bave any questions, please telephone John Dorney at 919-733-
1786,

sncer~~.~

Attachment

cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
George Wood; Environmental Professionals

960346.ltr

Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # 733-99:3
An Equal Opportunity Affirmative Action Employer. 50% recycled/1 0% post consumer paper

State of North Carolina
Department of Environment I
Health and Natural Resources
Division of Coastal Management

9. fJ~' .
:: (; 4 6

AVA
DEHNR
~
Ii

RECEIVED
WASHINGTON OFFICE

ll~

James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Roger N. Schecter, Director

APR 0 8 1996

April 2, 1996

D. E. M..

jP
"
',~

I
~.

MEMORANDUM

TO: Mr. A. Preston Howard, Director
Division of Environmental Management

FROM: John R. Parker, Jr,
Major Permits Processing Coordinator

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Kill Devil Hills, Town of

Project Location: Bay Drive, Dare County, Kitty Hawk Bay

Proposed Project: Pave 2,000 linear ft, of soil road, replace & lengthen an existing
43" x 27" elliptical culvert, install 32' of guardrail, a concrete
spillway and associated fill.

Please indicate below your agency's position or viewpoint on the proposed project and
return this form by April 23, 1996, If you have any questions regarding the proposed
project, please contact M. Edward Harrell at [phone], When appropriate, in-
depth comments with supporting data is requested,

REPLY

This agency has no objection to the project as proposed,

This agency has no comment on the proposed project.

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

Signed

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

Date

s;-ft 0/lh

1367 U.S, 17 South. Elizabeth City. North Carolina 27909
An Equal Opportunity Affirmative Action Employer

Telephone [phone] FAX [phone]
50% recycled I 10% post-consumer paper

~ ,.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Town of Kill Devil Hills

2. LOCATION OF PROJECT SITE: Unpaved portion of Bay Drive, Kill Devil Hills, Dare County
adjacent, Kitty Hawk: Bay
Photo Index - 1989: 146-19 F 6-8 E 9-12 1984: 136-482 V 17-24
State Plane Coordinates - X: 2979400 Y: 849600

3 , INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 25, 1996
Was Applicant Present - Represented

5. PROCESSING PROCEDURE: Application Received - March 29, 1996
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kill Devil Hills
Land Classification From LUP - Transition and Conservation
(B) AEC(s) Involved: ES EW PT
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - 55' long corrugated metal pipe
Planned - 67' pipe, concrete spillway, 2,000' of paving
(G) Estimated Annual Rate of Erosion: N/ A
Source - N/ A

7. HABITAT DESCRIPTION:

DREDGED

[AREA]
FILLED

OTHER

(A) Vegetated Wetlands 1789 sq. ft.
Non-coastal wetlands
(B) N on-Vegetated Wetlands 175 sq, ft.
Shallow water habitat
(C) Other Covered
Impervious surface 56,000 sq, ft.
Highground disturbance 32,000 sq, ft.

(D) Total Area Disturbed: 89,964 sq. ft. (2.07 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No

8, PROJECT SUMMARY: Pave 2,000 linear feet of soil road, replace and lengthen an existing 43" by
27" elliptical culvert, install 32' of guardrail and a concrete spillway, Fill 175 square feet of shallow
water habitat and 1,789 square feet of non-coastal wetlands,

, '

Town of Kill Devil Hills
Bio Report
Page Two

SITE DESCRIPTION

The Town of Kill Devil Hills owns and maintains Bay Drive, a 75' wide right-of-way
extending in a north to south direction along the shoreline of Kitty Hawk Bay, All of the street
has been improved with 24' wide asphalt paving except 2,000' by 20' of soil road lying between
Hayman Boulevard and Avalon Drive. The western edge of the right-of-way is located an
average distance of 80' from the normal water level of Kitty Hawk Bay, which is classified SA
waters by the NC Division of Environmental Management. The soil road is located along the
eastern half of the 75' wide right-of-way and in a few placed encroaches slightly upon abutting
private property.

Along approximately 1,700 linear feet of the soil roadway, the waterward half of the
right-of-way is highground vegetated with an overstory of loblolly pine (Pinus taeda), red bay
(Persea borbonia), live oak (Quercus virginianus), and black willow (Salix nigra) and an
understory of wax myrtle (Myrica cerifera), winged sumac (Rhus capollina) and bullbriar.

Along the other 300 linear feet of roadway, located at the southern end, the Town has
acquired additional right-of-way extending to the normal low water line, It is within this 300'
long section that one finds non-coastal wetlands located within the original 75' right-of-way.
These wetlands support a homogeneous stand of giant reed (Phragmites australis) and are
concentrated along the sides of and at the end of a 15' wide slough, This slough is
approximately 100' long and the landward end penetrates the original 75' wide right-of-way for
a distance of 35'. To the north and south sides of the waterward end of the slough are 5' - 25'
wide fringes of coastal wetlands vegetated with black needlerush (funcus roemerianus), salt reed
grass (Spanina cynosuroides), and salt meadow grass (Spanina patens).

Bickett Street, which is unimproved, lies on the east side of Bay Drive and intersects it
directly opposite the slough. Centered within the Bickett Street right-of-way is a 15' wide,
2,400' long drainage ditch extending from the east side of Bay Drive to the western edge of the
US 158 Bypass. This ditch, created after the 1962 storm, is a major component of the Town's
drainage system. A 55' X 43" X 27" corrugated metal pipe lying under the soil road carries
water from the ditch into Kitty Hawk Bay. At its discharge end the culvert extends 4' into the
slough which is approximately 2' deep throughout.

PROPOSED DEVELOPMENT

The town proposes the following improvement:

. Remove the 55' long culvert at Bickett Street and replace it with a 67' long pipe.
Construct a fan-shaped concrete spillway at the outlet to prevent erosion and
control sedimentation, Approximately 175 square feet of shallow water area at
the landward end of the slough will be filled,

Town of Kill Devil Hills
Bio Report
Page Three

. Fill an' area of non-coastal wetlands approximately 10'-20' wide located on both
sides of the proposed spillway, in order to stabilize the road shoulder.
Approximately 1,789 square feet of non-coastal wetlands will be filled,

. Install approximately 110 linear feet of curb and gutter at the intersection of
Sportsman Drive and Bay Drive.

. Pave approximately 2,000 linear feet of Bay Drive with 24' wide asphalt and 2'
wide stone shoulders and construct swales and water control structures along both
sides of the asphalt roadway. Approximately 56,000 square feet of impervious
surfacing is proposed,

ANTICIPATED IMPACTS

Placing a longer culvert and constructing a concrete spillway in the landward end of the
slough will result in the loss of 175 square feet of shallow water habitat. Filling an area along
the shoulder for stabilization purposes will cause the loss of 1,789 square feet of non-coastal
wetlands. Some short term turbidity will occur during construction,

Increased runoff will occur as a result of the 56,000 square feet of impervious surfaces
(asphalt and stone shoulders). The installation of swales on both sides of Bay Drive will result
in 32,000 square feet of land disturbing activity.

No archeological/historical significance has been associated with this site. No unique
remnant species or geological formations are known to exist within the project area.

Submitted by:
Date:

M. Edward Harrell
March 29, 1996

Form DCM-MP-l

prr'-'

MAR 2 9 \996

APPLICATION

(fo be completed by all applicants)

1. APPLICANT

a. Landowner:
NameTown of Kill Devil Hills

Address PO Box 1719

City Kill Devil Hills

State NC

Zip 27948

Day Phone

Fax

b. Authorized Agent:

Name Environmental Professionals, Inc.

Address PO Box 3368

Ci~ Kill Devil Hills

State NC

Zip 27948

Day Phone [phone]

Fax [phone]

c. Project name (if any) Bay Drive

NOTE: Pennil will be issued in name (If Icmd(lwner(.r). (//Id/ol'
project fIOme,

2. LOCATION OF PROPOSED
PROJECT

a. County

Dare

Revised 03/95

b. City, town, community or landmark
Kill Devil Hills

. c. Street address or secondary road number
Bay Drive

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) Kitty Hawk Bay

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a, List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
pave road, construct swales, install
culverts, guard rails, spill way
replace culvert and fill wetlands for
ROW improvement

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

c, Will the project be for public, private or commercial
use? public

d.

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract N/ A

b. Size of individuallot(s) N / A

c. Approximate elevation of tract above MHW or
NWL + / - 5'

d. Soil type(s) and texture(s) of tract
sandy Salls

e. Vegetation on tract see attached wetland
delineation forms

f. Man-made features now on tract unimproved
road

g. What is the CAMA Land Use Plan land
classification of the site? (Consul//Ile localla1ld use pla1l.}

~ Conservation
_ Developed
Rural

X Transitional
_ Community
Other

h, How is the tract zoned by local government?
N/A

i. Is the proposed project consistent with the applicable
zoning? ....K...- Yes No
(Attach zoning complia1lce cer/ifica/e, if applicable)

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 Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes -X.. No

I. Are there wetlands on the site? .JL Yes No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? yes
(Attac11 docume1l/a/io1l, if al'ailable)

prr"'"

MAR 2. 9 \996

m. Describe existing wastewater treatment facilities.
N/A

n. Describe location and type of discharges to waters
of the state, (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) None - all
run off will be contained in drainage
swales

0, Describe existing drinking water supply source.
N/A

5. ADDITIONAL INFORMATION

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

· A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

· An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description,)

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Note: Total land disturbance is 121,250 sq. ft. or 2.78 acres

Revised 03/95

Form DCM-MP-l

site. Include highway or secondary roatl (SR)
numbers, landmarks, and the like.

. A Stormwater Certificntion, if one is net:essary,

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

Name
Address
Phone

see attached

Name
Address
Phone

Name
Address
Phone

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

None

· A check for $250 made payable to the Department of
Environment, Health, and Natural Resourt:es
(DEHNR) to cover the costs of prot:essing the
application,

· A signed AEC hazard notice for projet:ts In
oceanfront and inlet areas,

· A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of publk
funds or use of public lands, attat:h a statement
documenting compliance with the North Carolina
Environmental Policy Act.

Revised 03/95

c~.,-"

~~R '2. 9 \990

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

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

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

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
application is truthful to the best of my knowledge.

This is the 11 day of March , 19~.

Print Name George H. Wood

Signature ~ 11 '/Jjtm/
LandolVner or Authorized Agent

Ple~se indicate attachments pertaining to your proposed
project.

L DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: Please sign alld date each attachment in the
space provided at the bottom of each fonn.

Form DCM-MP-2

EXCAVATION
AND FILL

(Except bridges and culverts)

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.

Describe below the purpose of proposed excavation or
fill activities. All valurs to be givcn in fcct.

N/A

^ vcragc
Existing
I>epth

Final
I'roj eet
I>clllh

Length Width

Access
channel
(MLW) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
shoreline
stabilization)

Revised 03/95

c.........

t!l~\\ 2. 9 W~b

1. EXCAVATION

N/A

a, Amount of material to be excavated from below
MHW or NWL in cubic yards

b, Type of material to be excavated

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? _ Yes No

d. Highground excavation in cubic yards

2. DISPOSAL OF EXCAVATED
MATERIAL N/A

a, Location of disposal area

b. Dimensions of disposal area

c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.

d, Will a disposal area be available for future
maintenance? Yes No
If yes, where?

Form DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
Yes No

f. Does the disposal include any area in tlw water?
Yes No

3. SHORELINE STABILIZATION

N/A

a. Type of shoreline stabilization
Bulkhead Riprap

b. Length

c. Average distance waterward of MHW or NWL

d. Maximum distance waterward of MHW or NWL

e. Shoreline erosion during preced ing 12 months

(Source of infonnation)

f. Type of bulkhead or riprap material

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill

h. Type of fill material

i. Source of fill material

4. OTHER FILL ACTIVITIES

(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
X Yes No

Revised 03/95

\.. ,-r 1"

h\~R '2. 9 \996

If yes,
(1) Amount of material to be placed in the
water 27 c. yds.
(2) Dimensions of fill area 13 x 15

(3) Purpose of till to improve right of
way

b, Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
-L Yes No 404 wetlands only
If yes,
(1) Dimensions of fill area 1,789 sq. it.

(2) Purpose of fill to improve ri ght of
way

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? silt fence will be
placed along disturbed sites adjacent to
wetlands, the area will be smoothed and
grassed

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
road grader , bull dozer

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

Bay Drive
APPIi$~ ""Jocl No""
~.... /J.I-Ilnrr!
Signature

3/11/96
nall~

Form DCM-MP-S

r-r'l'-" r"'-

BRIDGES AND
CULVERTS

~~Q '2. 9 \996

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.

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

g. Length of proposed bridge

1. BRIDGES

N/A

h. Width of proposed bridge

i. Height of proposed bridge above wetlands

a. Public

Private

, . I

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

b. Type of bridge (construction material)

c. Water body to be crossed by bridge

d. Water depth at the proposed crossing at MLW or
NWL

k, Navigation clearance underneath proposed bridge

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

If yes,
(I) 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)

1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain

m. Will the proposed bridge cross wetlands contairiing
no navigable waters? Yes' No
If yes, explain

f. Will proposed bridge replace an existing culvert(s)?
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 NWL

n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.

Revised 03/95

Form DCM-MP-S

2. CULVERTS

a. Water body in which culvert is to be placed
Bickett St. drainage swale

b. Number of culverts proposed 1

c. Type of culvert (construction material, style)
bitumanous coated corrogated metal
pipe

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

e. Will proposed culvert replace an existing culvert?
-X-- Yes No
If yes,
(1) Length of existing culvert 55
(2) Width of existing culvert 48"
(3) Height of the top of the existing culvert above
the MHW or NWL +/- 3'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) all remOVf>O

f. Length of proposed culvert 67'

g. Width of proposed culvert 48"

h. Height of the top of the pro~osed culvert above the
MHW or NWL +/- 3

i. Will the proposed culvert affect existing water now?
Yes X No
If yes, explain

Revised 03/95

F'-
t4~\\ 2. 9 \'196

J, Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain

3. EXCAVATION AND FILL

a, Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
~ Yes No
If yes,
(I) Length of area to be excavated 16'
(2) Width of area to be excavated 4 I
(3) Depth of area to be excavated 3 '
(4) Amount of material to be excavated in cubic
yards 7 . 1 c. yds.

b, Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SA Vs -X. Other Wetlands
If yes,
25'
(I) Length of area to be excavated
(2) Width of area to be excavated 4 '
(3) Amount of material to be excavated in cubic
yards 1 c. yd.

c, Will the placement of the proposed bridge or culvert
require any highground excavation?
~ Yes No
If yes,
(I) Length of area to be excavated 51 . 5 '
(2) Width of area to be excavated 4 '
(3) Amount of material to be excavated in cubic
yards 23 c. yds.

d, If the placement of the bridge or culvert involves
any excavation, please complete the following:
(I) Location of the spoil disposal area
on existing soil road
(2) Dimensions of spoil disposal area
25' x 40'

(3) Do you claim title to the disposal area?
-L Yes No
If no, attach a letter granting permission from
the owner,

Form DCM-MP-S

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

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 NWL? Yes X No
If yes,
(1) Length of area to be tilled
(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...x Other Wetlands
If yes,
( 140'
1) Length of area to be tilled
(2) Width of area to be tilled + / - 15 I
(3) Purpose of fill to stablize shoulder

g. 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 on
highground? _ Yes -K- No
If yes,
(1) Length of area to be tilled
(2) Width of area to be filled
(3) Purpose of till

4. GENERAL

a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail

Revised 03/95

MAR '2 9 '90~

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

c, Will the proposed project require the construction of
any temporary detour structures?
~ Yes No
If yes, explain in detail Bay Drive unimprove
section will be closed during constructio

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

e. How will excavated or till material be kept on site
and erosion controlled? fill material will
be contained behind silt fence and
grass tor stabllzatlon

f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? backhoe road grader

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

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

Bay Drive
AP4t or I>rojcct Name

. ~....... /J.l.l!trlrcl
Signatnre

3/11/96
Dale

, p

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

q60Ji6~

1. APPLICANT'S NAME: Town of Kill Devil Hills

2. LOCATION OF PROJECT SITE: Unpaved portion of Bay Drive, Kill Devil Hills, Dare County
adjacent, Kitty Hawk Bay
Photo Index - 1989: 146-19 F 6-8 E 9-12 1984: 136-482 V 17-24
State Plane Coordinates - X: 2979400 Y: 849600

3. INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 25, 1996
Was Applicant Present - Represented

5. PROCESSING PROCEDURE: Application Received - March 29, 1996
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kill Devil Hills
Land Classification From LUP - Transition and Conservation
(B) AEC(s) Involved: ES EW PT
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - 55' long corrugated metal pipe
Planned - 67' pipe, concrete spillway, 2,000' of paving
(G) Estimated Annual Rate of Erosion: Nt A
Source - Nt A

(A) Vegetated Wetlands 1789 sq. ft.
Non-coastal wetlands
(B) Non-Vegetated Wetlands 175 sq, ft.
Shallow water habitat
(C) Other Covered
Impervious surface 56,000 sq. ft.
Highground disturbance 32,000 sq. ft.

DREDGED

[AREA]
FILLED

OTHER

7. HABITAT DESCRIPTION:

(D) Total Area Disturbed: 89,964 sq. ft. (2.07 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No

8. PROJECT SUMMARY: Pave 2,000 linear feet of soil road, replace and lengthen an existing 43" by
27" elliptical culvert, install 32' of guardrail and a concrete spillway. Fill 175 square feet of shallow
water habitat and 1,789 square feet of non-coastal wetlands.

, .

Town of Kill Devil Hills
Bio Report
Page Two

SITE DESCRIPTION

The Town of Kill Devil Hills owns and maintains Bay Drive, a 75' wide right-of-way
extending in a north to south direction along the shoreline of Kitty Hawk Bay. All of the street
has been improved with 24' wide asphalt paving except 2,000' by 20' of soil road lying between
Hayman Boulevard and Avalon Drive. The western edge of the right-of-way is located an
average distance of 80' from the normal water level of Kitty Hawk Bay, which is classified SA
waters by the NC Division of Environmental Management. The soil road is located along the
eastern half of the 75' wide right-of-way and in a few placed encroaches slightly upon abutting
private property.

Along approximately 1,700 linear feet of the soil roadway, the waterward half of the
right-of-way is highground vegetated with an overstory of loblolly pine (Pinus taeda), red bay
(Per sea borbonia), live oak (Quercus virginianus), and black willow (Salix nigra) and an
understory of wax myrtle (Myrica cerifera), winged sumac (Rhus capollina) and bullbriar.

Along the other 300 linear feet of roadway, located at the southern end, the Town has
acquired additional right-of-way extending to the nonnallow water line. It is within this 300'
long section that one finds non-coastal wetlands located within the original 75' right-of-way.
These wetlands support a homogeneous stand of giant reed (Phragmites australis) and are
concentrated along the sides of and at the end of a 15' wide slough. This slough is
approximately 100' long and the landward end penetrates the original 75' wide right-of-way for
a distance of 35'. To the north and south sides of the waterward end of the slough are 5' - 25'
wide fringes of coastal wetlands vegetated with black needlerush (Juncus roemerianus), salt reed
grass (Spartina cynosuroides), and salt meadow grass (Spartina patens).

Bickett Street, which is unimproved, lies on the east side of Bay Drive and intersects it
directly opposite the slough. Centered within the Bickett Street right-of-way is a 15' wide,
2,400' long drainage ditch extending from the east side of Bay Drive to the western edge of the
US 158 Bypass. This ditch, created after the 1962 storm, is a major component of the Town's
drainage system. A 55' X 43" X 27" corrugated metal pipe lying under the soil road carries
water from the ditch into Kitty Hawk Bay. At its discharge end the culvert extends 4' into the
slough which is approximately 2' deep throughout.

PROPOSED DEVELOPMENT

The town proposes the following improvement:

. Remove the 55' long culvert at Bickett Street and replace it with a 67' long pipe.
Construct a fan-shaped concrete spillway at the outlet to prevent erosion and
control sedimentation. Approximately 175 square feet of shallow water area at
the landward end of the slough will be filled.

Town of Kill Devil Hills
Bio Report
Page Three

. Fill an area of non-coastal wetlands approximately 10'-20' wide located on both
sides of the proposed spillway, in order to stabilize the road shoulder.
Approximately 1,789 square feet of non-coastal wetlands will be filled.

. Install approximately 110 linear feet of curb and gutter at the intersection of
Sportsman Drive and Bay Drive.

. Pave approximately 2,000 linear feet of Bay Drive with 24' wide asphalt and 2'
wide stone shoulders and construct swales and water control structures along both
sides of the asphalt roadway. Approximately 56,000 square feet of impervious
surfacing is proposed.

ANTICIPATED IMPACTS

Placing a longer culvert and constructing a concrete spillway in the landward end of the
slough will result in the loss of 175 square feet of shallow water habitat. Filling an area along
the shoulder for stabilization purposes will cause the loss of 1,789 square feet of non-coastal
wetlands. Some short term turbidity will occur during construction.

Increased runoff will occur as a result of the 56,000 square feet of impervious surfaces
(asphalt and stone shoulders). The installation of swales on both sides of Bay Drive will result
in 32,000 square feet of land disturbing activity.

No archeological/historical significance has been associated with this site. No unique
remnant species or geological formations are known to exist within the project area.

Submitted by:
Date:

M. Edward Harrell
March 29, 1996

Form DCM-MP-l

Rr"'~"

MAR 2 9 t996

APPLICATION

(To be completed by all applicants)

1. APPLICANT

a. Landowner:

NameTown of Kill Devil Hills

Address PO Box 1719

City Kill Devil Hills

State NC

Zip 27948

Day Phone

Fax

b. Authorized Agent:

Name Environmental Professionals, Inc.

Address PO Box 3368

City Kill Devil Hills

State NC

Zip 27948

Day Phone [phone]

Fax [phone]

c. Project name (if any) Bay Drive

NOTE: Pennit will be issued in name: of/(lndowner(s). (lIIdlor
project nome,

2. LOCATION OF PROPOSED
PROJECT

a. County

Dare

Revised 03/95

b. City, town, community or landmark
Kill Devil Hills

c. Street address or secondary road number
Bay Drive

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) Kitty Hawk Bay

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation andlor filling activities.
pave road, construct swales, install
culverts, guard rails, spill way
replace culvert and fill wetlands for
ROW improvement

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

c. Will the project be for public, private or commercial
use? public

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. This project will improve
the existing unpaved portion of Bay Drive
and relocate the road within the right of
way. A culvert will be replaced along
Bickett St. draina e durin construction
an wetlands 0 only will be fi11e to
improve the ROWand afford a level of
safety in that area.

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract N / A

b. Size of individuallot(s) N / A

c. Approximate elevation of tract above MHW or
NWL + / - 5'

d. Soil type(s) and texture(s) of tract
sandy s01.ls

e. Vegetation on tract see attached wetland
delineation forms

f. Man-made features now on tract unimproved
road

g. What is the CAMA Land Us!.: Plan land
classification of the site? (Consultthl! lomlliltul uS/! plafl,)

~ Conservation
_ Developed
_ Rural

X Transitional
_ Community
Other

h. How is the tract zoned by local government?
N/A

i. Is the proposed project consistent with the applicable
zoning? -X- Yes No
(AI/ach loning compliaflcl! cl!rtifica/I!, if applicable)

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 Registered
Historic District or does it involve a National
Register listed or eligible property?
_ Yes --..L No

1. Are there wetlands on the site? l Yes No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? yes
(AI/ach documefltation, if available)

per'-"

MAR 2. 9 \996

m. Describe existing wastewater treatment facilities.
N/A

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) None - all
run off will be contained in drainage
swales

o. Describe existing drinking water supply source.
N/A

5. ADDITIONAL INFORMATION

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

· A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

· An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J .0203 for a
detailed description.)

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Note: Total land disturbance is 121,250 sq. ft. or 2.78 acres

Revised 03/95

Form DCM-MP-l

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

. A Stormwater Certification, if one is necessary.

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

Name
Address
Phone

see attached

Name
Address
Phone

Name
Address
Phone

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

None

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

· A signed AEC hazard notice for projects in
oceanfront and inlet areas.

· A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I 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. .

Revised 03/95

c~;'''''''

~~R '2. 9 \990

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

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

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

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
application is truthful to the best of my knowledge.

This is the 11 day of March , 19~.

Print Name George H. Wood

Signa'ure i;y-- 11 'II/we!
LandolVner or Authorized Agent

Please indicate attachments pertaining to your proposed
project.

L DCM MP-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: Please sign alld date each attachment in the
space provided at the bottom of eachfonn.

Form DCM-MP-2

c;.~-

~~R '2. 9 W9b

EXCAVATION
AND FILL

(Except bridges and culverts)

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.

Describe below the purpose of proposed excavation ur
fill activities. All values to be givcn in fect.

N/A

Access
channel
(MLW) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
shoreline
stabilization)

Revised 03/95

Len!;th Width

^ verage
Existiu!;
Depth

Final
I'roj eel
Depth

,.
..... ..
. ,,'.,..>
.,

1. EXCAVATION

N/A

a, Amount of material to be excavated from below
MHW or NWL in cubic yards

b. Type of material to be excavated

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? _ Yes No

d. Highground excavation in cubic yards

2. DISPOSAL OF EXCAVATED
MATERIAL N/ A

a. Location of disposal area

b. Dimensions of disposal area

c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be available for future
maintenance? Yes _ No
If yes, where?

Form DCM-MP-2

e. Does the disposal area include any coastal wellands
(marsh), SA Vs or other wetlands?
Yes No

f. Does the disposal include any area in the water?
Yes No

3. SHORELINE ST ABILIZA TION

N/A

a. Type of shoreline stabilization
Bulkhead Riprap

b. Length

c. Average distance waterward of MHW or NWL

d. Maximum distance waterward of MHW or NWL

e. Shoreline erosion during preceding 12 months

(Source of infonnation)

f. Type of bulkhead or rip rap material

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill

h. Type of fill material

i. Source of fill material

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
X Yes No

Revised 03/95

f=- Fr"" .--

t!\~R '2. 9 \996

If yes,
(1) Amount of material to be placed in the
water 27 c. yds.
(2) Dimensions of fill area 13 x 15

(3) Purpose of till to improve right of

WHY

. b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
~ Yes _ No 404 wetlands only
If yes,
(1) Dimensions of fill area 1,789 sq. ft.

(2) Purpose of fill to improve right of
way

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? silt fence will be
placed along disturbed sites adjacent to
wetlands, the area will be smoothed and
grassed

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
road grader , bull dozer

c. Will wetlands be crossed in transporting equipment
to project site? _ Y es ~ No
If yes, explain steps that will be taken to lessen
environmental impacts.

Bav Drive
APPO':;!; ProJ", N,m.
71'- // tllHrc/
Signature

3/11/96
Hale

Form DCM-MP-S

BJRIDGES AND
CUL 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 project.

1. BRIDGES

N/A

a. Public

Private

b. Type of bridge (construction material)

c. Water body to be crossed by bridge

d. Water depth at the proposed crossing at MLW or
NWL

e. Will proposed bridge replace an existing bridge?
_ 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 part of, the existing bridge be
removed? (Explain)

f. Will proposed bridge replace an existing culvert(s)?
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 NWL

Revised 03/95

,...,..,......'."-

t!\~R '2. 9 \996

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

g. Length of proposed bridge

h. Width of proposed bridge

i. Height of proposed bridge above wetlands

, .,

, '

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

k. Navigation clearance underneath proposed bridge'

I. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain

m, Will the proposed bridge cross wetlands contairii~g
no navigable waters? Yes 'No '
If yes, explain

n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.

Form DCM-MP-S

2. CULVERTS

a. Water body in which culvert is to be placed
Bickett St. drainage swale

b. Number of culverts proposed 1

c. Type of culvert (construction material, style)
bitumanous coated corrogated metal
pipe

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

e. Will proposed culvert replace an existing culvert?
~ Yes No
If yes,
(1) Length of existing culvert 55
(2) Width of existing culvert 48"
(3) Height of the top of the existing culvert above
the MHW or NWL +/- 3'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) all removpn

f. Length of proposed culvert 67'

g. Width of proposed culvert 48"

h. Height of the top of the pro~osed culvert above the
MHW or NWL +/- 3

i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain

Revised 03/95

F~
~~R '2. 9 \g96

j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain

.. 3. EXCAVATION AND FILL

a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
~ Yes No
If yes,
(1) Length of area to be excavated 16'
(2) Width of area to be excavated 4 I
(3) Depth of area to be excavated 3 '
(4) Amount of material to be excavated in cubic
yards 7 . 1 c. yds.

b. Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SA Vs -X. Other Wetlands
If yes,
25'
(1) Length of area to be excavated
(2) Width of area to be excavated 4 '
(3) Amount of material to be excavated in cubic
yards 1 c. yd.

c. Will the placement of the proposed bridge or culvert
require any highground excavation?
~ Yes No
If yes,
(1) Length of area to be excavated 51.5'
(2) Width of area to be excavated 4 '
(3) Amount of material to be excavated in cubic
yards 23 c. yds..

d. If the placement of the bridge or culvert involv,es
any excavation, please complete the following:
(I) Location of the spoil disposal area
on existing soil road
(2) Dimensions of spoil disposal area
25' x 40'

(3) Do you claim title to the disposal area?
~ Yes No
If no, attach a letter granting permission from
the owner.

Form DCM-MP-S

(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 X No
If yes, give dimensions if different from (2)
above. N/ A .
(6) Does the disposal area include any area below
the MHW or NWL? _ Yes ~ No
If yes, give dimension if different from No, 2
above. N / A

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 NWL? Yes X 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 -K. Other Wetlanus
If yes,
(1) Length of area to be filled
(2) Width of area to be tilleu
(3) Purpose of fill to stablize

140'
+/- 15'
shoulder

g. 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 on
highground? _ Yes ---X- No
If yes,
(1) Length of area to be tilled
(2) Width of area to be filled
(3) Purpose of till

4. GENERAL

a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail

Revised 03/95

MAR '2 9 \9Q~

b, Will the proposed project require the relocation of
any existing utility lines? ~ Yes ~ No
If yes, explain in detail water main relocatior:

c. Will the proposed project require the construction of
any temporary detour structures?
X Yes No
If yes, explain in detail Bay Drive unimprove
section will be closed during constructic

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

e. How will excavated or fill material be kept on site
and erosion controlled? fill material will
be contained behind silt fence and
grass tor stabllzatlon

f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? backhoe road grader

g. Will wetlands be crossed in transporting equipment
to project site? _ Yes -L No
If yes, explain steps that will be taken to lessen
environmental impacts. N/ A

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

Bay Drive
AJl4t or J'roject Name
. ~.....- II I. tI irrr.1
Signature

3/11/96
I>ate

DEHNR

Fax:[phone]

Jul 22 '96 14:17

P,07/18

)0 _ ~. ..

To: John Dorney
l'lanning :Br~ch

l)IVISION or ENVIRoNMRNTAL MANAGEKRNT
CAHA/coE PERMIT APPLICATION REVIEW
WaRO PROJECT , F i 't? - 0 ~ WQ SUPKRVISOR:
:REVIEWER: SAWYER DATE;

~~rh'

WETLAND INFORKATION f:R ~ o:nICK TRJ.CVlll: -:~
PlRKIT YR: C) PERMIT RO.: COUNTY: v~
PROJECT NAKE:f~'-.:J ,t 1) tI ~n
PROJllC't TYPE: ~~(s' PERMIT TYFE: ~E
~ ~ <;lL\, DCK OOT " DA'l'Il PROIl CTlA. ~;r, _~
REG OFFICE: WaRO J~'~ ~~IN ,: ?fJ.S t> ....
STREAM OR ADJACENT WATER BODy:j(~ ~
~S~R ~ S'l'IlRAK EX I, 30 -Ir

WL IKPAcT:- Y., .I:PJt1L TYPE:
WL REQ'U'HSTKD: 1?8'J,.,. WI. ACR ESt:
IrnJli.O CNECT?; WI.. SCORB~
MITIGATION! MITlGATION 'l'YFE:
KITIGATION SIZE:..-- .RA:\ING SlIKET A'lTACHKD1
REW'tMENDATION: ~ ISSUE/COHO DENY BOLD "

STORMWATE..~ PLAN REQ'P: ? IF YES, DATE APPROV'J.ID: ~..", ~

7;;;IPT~~D,k :rlo/rr.) ~::t~ p-,^~

WATICl QU~ <4pl)
CERT. :REQ , D I y~ /J...., jJ
IF YES, TYPE: I~ ~.
SEWAGE DISPOSAL
TY~E OF DISPOSAL PROPOSED:)tJ~
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE FtRMITTED :BY;
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:

WATKR/~ trn;ILL: WATER: I? ~I-I '"'- WETLAND: I ? W' 9 ~~
IS FIL~ ELIMINATING A SIGNIIIGAkr USE? ~
DREDGING _ )
AREA TO BE DREDGED; 'v Vv-/?
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?

HA.RlNA. A.RE THE FOLLOWING ,ADEQUATELY ADDR1:SSED? ~
SEWAGE DISPOSAL: K~INA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISH~N~ WATERS:

cc: Wa.ROi Central Files ~ I:X:M Field OfEces i roE Washington Office

DEHNR

Fax:[phone]

Jul 22 '96 14:17

P.08/18

DIVISION OF ENVIRONMENTAL MANAGEMENT

MEMORANDUM

To:

Bill Hoore, Environmental Engineer
Water Quality section, WaRO

From:

Deborah Sawyer, Environmental Tachnician
Water Quality SQction, WaRD

Date:

subject: Request for stormwater Review of section 401 Applioations

PROJECT NAME:-T-';;;~ r Ie vII

PROJECT NUMBER~F/<} 7 - () 30

t.j /8";;' C
. " / J vf Q
DATE FINAL COMMENT:cJ~tJle~-I/plf0: 'Jr}~-' t!?/~.,
/' iPp/Y; C

DATE RECEIVED:

NOTE: See attached description of project

COMMENTS: