19970164 Ver 1_COMPLETE FILE_19970225

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DIVISION OF COASTAL MANAGE
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert McDonald

FEB 2 51997
2. LOCATION OF PROJECT SITE: Pamlico County, Town of Minnesott Beach, at the end of SR
1123, adjacent the Neuse River and Lewis Branch
Photo Index - 1995: 74-816 (indexed by J,K-9 & K-8 1989: 3 123 9 (indexed by P,Q-10)
State Plane Coordinates - X: 2,643,550 Y: 452,100
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 30, 1997
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - February 4, 1997
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Minnesott Beach 97o164.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, ES, EW
(C) Water Dependent: No
(D) Intended Use: Private residential lot
(E) Wastewater Treatment: Existing - Individual septic system (failing)
Planned - Individual septic system
(F) Type of Structures: Existing - House, gravel driveway and bulkhead
Planned - Sewer line, new bulkhead and dock
(G) Estimated Annual Rate of Erosion: 4'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 90 ft2 shaded
Estuarine Waters 120 ft2 120 ft2 1,125 ft2 usurped
(C) Other
Estuarine Shoreline 9,897 ft2
(D) Total Area Disturbed: 11,232. ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB Sw NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to install a sewer line across Lewis Branch, install
270' of bulkhead, replace 2 finger docks and drive 2 mooring pilings.

FIELD INVESTIGATION REPORT:
ROBERT McDONALD/PAMLICO COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicant owns a one-story framed house on a lot at the end of SR 1123 in
Minnesott Beach, adjacent the Neuse River and Lewis Branch in Pamlico County. The
.30-acre lot is bound by the Neuse River to the south, Lewis Branch to the west, a
manmade canal to the north and another residential developed lot to the east. The
existing septic system has failed and the owner has purchased an approximately 80' X
375' lot across Lewis Branch in hopes of installing a new septic system drainfield. An
experimental septic system was recently approved by the Health Department on the old
lot but the applicant felt the system was too risky and it had to be monitored closely.
And given the possibility of future failure, the applicant decided to proceed with an
offsite location since it was currently available.
Lewis Branch is approximately 30' in width and 400' in length. It serves as an
overflow discharge point for the main lake at Minnesott Beach Golf and Country Club.
An existing 30' X 45' high ground basin exist on the newly purchased lot. And
approximately 180' of the shoreline adjacent to the basin is bulkheaded but in poor
condition. The Neuse River side of the main lot is protected by rip rap and a high
ground bulkhead. The recent storms have damaged the integrity of the rock wall.
There are narrow fringes of Coastal Wetlands along the point of the propoerty but none
where the development is being proposed. The back side of the main lot along the
manmade canal is also bulkheaded.
Water depths along Lewis Branch is approximately -3' below NWL and at the
proposed crossing the bottom is sandy. With only two docks located along the short
canal, there is very limited boat traffic. Both this stretch of the Neuse River and
Lewis Branch are SB Sw NSW waters, are closed to shellfishing, and are not PNAs.
Project Description
The applicant proposes to excavate a 30' long X 4' wide X -5' deep trench
across Lewis Branch and install a 2" scheduled 80 PVC pipe encased in a 5" scheduled
80 PVC pipe and backfill back to grade. Also, the applicant proposes to construct two
3'-wide X 15'-long finger docks, essentially creating 3 slips (previously existed on site-
-based on 1989 aerial photographs) and install two mooring pilings within the existing
high ground basin. In addition, the applicant proposes to replace 180' of deteriorating
bulkhead within and adjacent to the basin along the existing alignment. Finally, the
applicant proposes to construct approximately 90' of bulkhead at the NWL adjacent the
Neuse River (previously protected by rip rap).
FIELD INVESTIGATION REPORT:
ROBERT McDONALD/PAMLICO COUNTY
PAGE #3
Anticipated Impacts
The excavation of the trench would temporarily disturb approximately 120 ft2 of
shallow water habitat within Lewis Branch during the installation process. And since
the bottom near the mouth is of a sandy material, there should be neglible impact to
the estuarine system after installation. Removal of a failing septic system as well as
replacing a permitted but experimental system would be a positive point of the project.
The dock construction would shade approximately 90 ft2 of shallow habitat and usurp
another 1,125 ft2 of Public Trust Waters after the mooring pilings/tie poles are installed
(if three boats stay moored at the dock). Approximately 9,897 ft2 of high ground
disturbance within the Estuarine Shoreline would occur. This involves 472 ft2
associated. with the trench for the sewer line, 5,375 ft2 for the new drainfield, and
4,050 ft2 associated with installation of the tie-backs for the bulkhead. No wetlands
would be impacted by the project. All aspects of this project except for the sewer line
crossing and drain field location fall within the guidelines of a General Permit from
DCM.
M. Ted Tyndall - Morehead City - February 17, 1997
David Simpson Construction Co., Inc.
Post Office Box 590
800 Broad Street
Phone [phone] Oriental, North Carolina 28571 NC License
FAX [phone] Commercial • Residential • Marine 8997
January 14, 197 IT(IJIAN 2 21997
The Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Mr. Ted Tyndall
Dear Mr. Tyndall,
M*11M????NMN?
Enclosed is an application for Mr. &. Mrs. Robert McDonald's
new septic system and other associated improvements.
The McDonalds have had septic tank problems and purchased
the lot on the west side of the canal for an offeite septic
system.
In the application, we are asking for the installation of a
new tank near the house, a low pressure sewer line crossing
the canal, and continuing to the offsite tank and
drainfield.
Some miscellaneous items in the application are a new
bulkhead, replacing a bulkhead, finger piers, and mooring
pilings.
Feel free to contact me with any questions or if you neeed
additional information.
Sincerely,
avid Simpso
Form I)CM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT MINNESCOTT BEACH
c. Street address or secondary road number
END OF SR 1123
a. Landowner: -
Name MR. & MRS. ROBERT McDONALD
Address 580 PATTON AVE. //29
City LONG BEACH
Fax
Zip 07740 Day Phone
State N.J.
908-222-6210
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) NEUSE RIVER & CANAL
OFF NEUSE RIVER
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
908-222-6370
b. Authorized Agent:
Name DAVID SIMPSON CONSTRUCTION CO.,INC.
Address P.O. BOX 590
City ORIENTAL
Zip 28571 Day Phone [phone]
State N. C .
Fax [phone]
c. Project name (if any) Mc DONALD SEPTIC SYSTEM
NOTE: Permit %Q be i.tsued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County PAMLICO
Revised 03/95
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
SEE ATTACHED SHEET
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
use? PRIVATE
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.
SF.F ATTAcHRn sHFF.T

FEB 0 4 1997
I L
?MwwNww ww. w w.ww._.wAlNn..
3. A. Sealed septic tank installed at dwelling - low
pressure pipe crossing canal - replace 180' of bulkhead
westside of canal - replace 2 finger piers - replace 2
mooring pilings - install approximately 80' of new bulkhead
approximately 8' seaward of existing ( to avoid existing
stone revetment) along the Neuse River and in front of
dwelling.
3. D. Existing septic system has failed and lot across
canal has been purchased for an offsite sewer system. Our
plan is to install a 2" scheduled 40 PVC pipe (scheduled 80
across canal) from the house tank, across the canal to the
septic system site. We will dig a trench across the bottom
of the canal with a backhoe on each side of the canal
simultaneously installing the weighted pipe approximately 5'
below the bottom of the canal.
The owner chose to apply for the Canal Crossing since there
was resistance met when he approached the Town of Minnesott
Beach asking to follow the street R/W to the new septic
site.
The improvement permit will be issued by the county only
after we get the CAMA Permit to cross the canal.The septic
area 50' x 125' +/- shown on page 1 of the drawing is
approximate, but should be adequate for any system.
A General Permit was issued for an innovative septic system
at this same site. Mr. & Mrs. McDonald decided this new
system was some what a risk since the health department was
to monitor the system, and with the possibility of failure,
would still have to go offsite.

2 1997
44
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FEB 0 4 1997
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Form DCM-MP-1 ; FEB 0 4 1997
JAN ?; 1997 U
-wwww.w.w...ww.?MwwAlwM.w•
•--,?^^^mr?+Describe existing wastewater treatment facilities.
4. LAND AND WATER - PRIVATE SEPTIC SYSTEM
CHARACTERISTICS
N/A n. Describe location and type of discharges to waters
a. Size of entire tract of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) • 30 acre +/- wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) NONE
c. Approximate elevation of tract above M14W or
EXCEPT SURFACE RUNOFF --
NWL 4.5 +/ -
f tract
d o. Describe existing drinking water supply source.
d. texture(s) o
Soil type(s) an COUNTY WATER SOURCE
ALPIN'FINE SAND
e Vegetation on tract lawn grasses, shrubs,
. cypress, live oak, map e, is ory, holly trees
f. Man-made features now on tract house, gravel
ADDITIONAL INFORMATION
5
driveway, bulkhead, canal, revetment .
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
Conservation Transitional • A copy of the deed (with state application only) or
Developed Community other instrument under which the applicant claims title
Rural Other
to the affected properties. If the applicant is not
h. How. is the tract zoned by local government? claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
R - 15 Residential which the owner claims title, plus written permission
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
` zoning?; X Yes No
• An accurate, dated work plat (including plan view
(Attach zoning compliance certificate, if applicable) and cross-sectional drawings) drawn to scale in black
j Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
. done for the tract? Yes X No. Coastal Resources Commission Rule 71.0203 for a
If yes, by whom? detailed description.)
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
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? NO
(Attach documentation, if availabk)
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
, , -1 nt 10C
Form DCM-MP-1
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 addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be idvised
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 Minnesott Beach & Country Club
Address Rt. 65 Box 234 Arapahoe, NC 28510
Phone [phone]
Name William Bradford Rice Jr.
Address 755 Ange Rd. Grifton, NC 28530
Phone
Name George Bright
Address Rt. 65 Box 228 Arapahoe, NC 2851
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA PERMIT # 2017 5/7/86
CAMA PERMIT 3 10993 3/3/93
• 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 - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statmew
documenting compliance with the North C
Environmental Policy Act.
Revised 03195

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 16 day of JAN , 19-2L.
Print Name David Simpson} Agent
Signature ,
lnrdowner r ZZ'iz A ent
Please indicate attachments pertaining to your proposed
project.
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 and date each attachment to the
space provided at the bottom of each form.

FEB L04 1997 ?I ?; F .`? 10,
-------------- --wo
Farm DCM-M P-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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 values to be given In feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
OtherTRENCH
(Excluding
shoreline
stabilization)

30' 4' -3 -3
g 0 4 1997
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 19 C. Y.
b. Type of material to be excavated SAND - CLAY
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards S
2. DISPOSAL OF EXCAVATED
MATERIAL
h
a. Location of disposal area
SAME AS EXCAVATED
b. Dimensions of disposal area SAME
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area, be available for future
maintenance? Yes No N/ A
If yes, where?
Revised 03195
Form 0CM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ' X No
f. Does the disposal include any area in the water?
X Yes No
3. SHORELINE STABILIZATION
Y
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 80 LF NEW REPLACE 180 LF
c. Average distance waterward of MHW or NWL
-o- @ MWL
d. Maximum distance waterward of MHW or NWL
-o-
e. Shoreline erosion during preceding 12 months
4' +/- Due to hurricanes
(Source of information)
f. Type of bulkhead or riprap material WOOD OR
FIBERGLASS
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill -°-
h. Type of fill material SANDY
i. Source of fill material
UPLAND OFFSITE
4. OTHER FILL ACTIVITIES '
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in'coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? SILT FENCE
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
BACKHOES
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
McDONALD SEPTIC SYSTEM
Appli t or Jett 7NA.,
S nature
JAN. 16, 1997
Date
?(I FF9 0 4 1997 ;
Revised 03/95 _
i'
Form DCM-MP-3
UPLAND
DEVELOPMENT
-=j LJ
YNM?Wtiia iiiii •
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed _N/A
b. Number of lots or parcels 2
c. Density (give the number of residential units and the
units per acre) 1
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 6250 sq . Ft. +/-
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
NIA
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
OFFSITE CONVENTIONAL SEPTIC SYSTEM
j. Have the facilities described in Item i. above
received state or local approval? NO
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
SURFACE RUNOFF
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
EXISTING COUNTY
m. Will water be impounded? Yes x_ No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
g. Give the percentage 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 parking. NONE PROPOSED
McDONALD SEPTIC SYSTEM
Applicant or jest
nat
JAN. 16, 1997
Date
Revised 03/95
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
?AnRl[ rJJ A IFF-77
ii
FFB 0 4' 1997
iyIYANr -woy"poapp&G.ok
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers 'X Yes No
(i) Number 2
(ii) Length 19,
(iii) Width 3'
(6) Platform(s) Yes x No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 3
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body 48'
(10) Water depth at waterward end of pier at
MLW or NWL -3'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift moorin pilings etc.)
(1) _ Commercial Community _ Private
(2) Number 2 Pilings
(3) Length
(4) Width
g. Other (Give complete description)
McDONALD SEPTIC SYSTEM
Applicant or ject e
7' 01 lu
nature
JAN. 16, 1997
Date
Revised 03/95
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Brent McDonald
580 Patton Ave. #29
Long Beach, NC 07740
Dear Mr. McDonald:
?EHNR
March 17, 1997
Pamlico County
WQC 401 Project #970164
You have our approval, in accordance with the attached conditions, to place fill material and dredge 240
square feet of waters for the purpose of constructing a sewer line, bulkhead, docks and pilings at SR 1123
adjacent to the Neuse River and Lewis Branch, as you described in your application dated 25 February 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112.
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. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specked in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
PPi onHowd, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Domey
Central Files
John Parker; DCM
970164.Itr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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IS. S.FQIL DISPOSAL ADEQUATF,I,Y ADDRESSED?
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ARE THE FOLLOWING ADEQUATELY ADDRESSED?A(?
!,EWAGE DISPOSAL: MARINA SERVICES
OXYGEN IN BASIN: CLOSURE OF SHELLFTSHZNG WATERS:
CC: •WaM; Ce_ntzal Files; DCM Field Offices; COE Washington Office
DEHNR Fax :[phone] Mar 12 '97 10:52 P.11/11
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"• !. ;; TS. SPOIL DISPOSAL ADEQUATELY ADDRESSED?
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ARE `I7iE FOLLOWING ADEQUATELY ADDRESSED?
aMYAGE DISPOSAL: MARINA SERVICES r
OXYGEN xN BASINS CLOSURE OF SHELLFISHING WATERS:
CC: •WaBD; C-ntzal Files; DCM Field Offices; ODE Washington Office