19991035 Ver 1_CAMA Permit Application_19990920

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: FOREST SOUND HOMEOWNERS ASSOCIATION
PROJECT NAME: FOREST SOUND MARINA
2. LOCATION OF PROJECT SITE: Howard's Lane, Hampstead, Pender County
Photo Index -1925: 26-320 Grid O, P - 9 IM: 4 172 28 Grid R,S - 7
State Plane Coordinates - X: 2 404 000 Y: 221 000
3. INVESTIGATION TYPE: CAMA / D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - cc: August 23, 1999
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County Land Use Plan
Land Classification From LUP - Limited Transition
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Maintenance of Existing Facility
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bulkheaded Shoreline/Marina/Boat Ramp
Planned - Bulkhead Replacement & Maint. Dredging
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
n-DjQnf-_V l 7 TT T ill nT*rmn
A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
High Ground Disturbance 32,000 sf
Shallow Bottom Disturbance 42,900 sf
(D) Total Area Disturbed: 74,900 sf or 1.7 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA ORW Open: No
8. PROJECT SUMMARY: The homeowner's association of Forest Sound Subdivision are
requesting to replace the existing bulkhead around the marina basin. Also, they are proposing the
maintenance dredging of the existing basin and connecting channel to the AIWW.
Forest Sound Marina
Page 2
9. PROJECT DESCRIPTION
Forest Sound is an existing subdivision located off of Highway 17 in Hampstead, NC, Pender County.
Traveling from Hampstead towards Jacksonville on Highway 17, an individual should turn right at
Anchor Bank. In June, 1982, CAMA Major Permit #81-82 was issued for the construction of a high
ground marina basin with a connecting channel cut through coastal marsh providing boating access to the
Atlantic Intracoastal Waterway. The project was constructed in 1985. The marina is used by the property
owners within the subdivision.
The basin is bulkheaded and has wooden free-standing groins in the location where the dredged channel
went through the marsh. The boat basin provides dockage for 40 boats. There is an existing concrete boat
ramp providing access into the basin. The existing bulkhead is failing and the applicant wishes to replace
the entire wall immediately waterward of the existing structure. The replacement consists of
approximately 700 linear feet of bulkhead wall. The type of material to be utilized has not yet been
determined (concrete, vinyl, wood or steel).
There is an existing concrete boat ramp that provides access to the boat basin. The homeowner's
association may at later time wish to do some repair and maintenance on this structure.
The applicant is requesting to perform maintenance dredging of the existing basin (110' wide by 270'
long) and the connecting channel (660' long by 20' wide). Current soundings (low tide) have been
provided by the applicant and are shown on sheets 8 and 9 of 13. Water depths currently range from
F to 4' deep at low tide within the project area. The final project depth after dredging would be -4' at
low tide in the basin and the channel. The applicant proposes to use a dragline and backhoe to perform
the dredging work. Approximately 2100 cubic yards of materials are to be dredged. A 25,000 square
foot spoil disposal area has been designated on the high ground portion of the common area adjacent to
the boat basin (see sheet 10 of 13). Appropriate sediment control measures will be used to control
sediment runoff from the spoil disposal site. Once the material dewaters and begins to dry, it is to be
spread out on high ground around the site.
Some minor grading work will be done on high ground adjacent to the marina basin. The work involves
the removal of an existing 285' long retaining wall. The wall is short and will not be replaced. Instead,
the surrounding land will be regraded to result in a stable seeded slope. This wall is separate from the
bulkhead and does not have contact with the water. See sheets 11 and 12 of the project drawings.
The waters of the Intracoastal Waterway in this area have been classified as SA Outstanding Resource
Waters by the Division of Water Quality. They are designated as Primary Nursery Area by the Division
of Marine Fisheries and are closed to shellfishing.
Forest Sound Marina
Page 3
10. ANTICIPATED E%VACTS
The high ground spoil disposal and grading work will result in at least 32,000 square feet of land
disturbance. More land may be disturbed as a result of the spreading and final grading of the spoil
material once it has dried. The dredging operation will likely result in temporary turbidity and alteration
of approximately 42,900 square feet of shallow bottom. Replacement of the bulkhead will result in a
decrease of open water area inside the existing marina basin (1200 - 1400 sf).
No federal or coastal wetlands are to be disturbed as a result of this work. The original depth and width
of the channel will not be increased above what was authorized in 1982.
Janet M. Russell / September 10, 1999 / Wilmington
Form DCM-MP-1
PPLI =
A CATION
(To be completed by all applicants) CCAS I,L
i :
1. APPLICANT
a. Landowner:
b. City, toyvni community or lapdmark
Gl?l? s eA'
C. Street add esor second road number
Ld?iY? ? 4 h ?
Name
Fdi-cs ?Scvr?a//?S?ocr.r?Grfff?h
Address _O, p© (?5-lZ
City /7hhll?S?ec? State
Zip Day Phone
Fax
b. Authorized Agent:
Name ?9'JJ7GS /yy?/'leS
Address 4?-7..3?o r'GVS F?Y?y? IPc?
City, oStateG
Zip 29-9 Day Phone F/D %Z70 _3G-3
Fax
c. Project name (if any)
/ L
F-S1114 / :/ay?yia e hdOA J, Ai 4PI-1141
_ NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pe ,17 c! e, Y
d. Is proposed work within city limits or planning
jurisdiction? Yes X_ No
e. Name of body of water nearest prqjyct (e.g. river,
creek, sound, bay) --Z-C-
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 fill. g activities.
O'G 11
i2c.-f-& If a 1 - G
O'GGGS'S'
-Ap we h C
i
b. Is the proposed activity ma.nten ce o an existing
project, new work, or both?
c. Will the project Ike for public, private gr commercial
use? zdTii
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
ad it.onalyages. e
4

Revised 03195
Form DCM-hEP-1

4. LAND AND WATER
CHARACTERISTICS

m. Describe existing wit ater treatment facilities.
a. Size of entire tract
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL ? -I
d. Soo}'/?1 type(s) and texture(s) of tract /
.1 C, A-4 ?GnC/
e. Vegetation on tract e;-4-cr -c- buys N
f. Man-made features now on tract
? ? f ../ iho'??`l?• ?F-- oaf ran
g. What is the CAMA Land Use Plan land
classification of the site? (c'onmulr the tom land me plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? -.Xi_ Yes No
(Attach zoning conmliaicr certificate, if applicable)
J.
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes No
1. Are there wetlands o e site? X Yes .r No
Coastal (marsh) _, Other /
If yes, has a delineation been conducted?
(Attach documentation, if available)
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residen ' ischarges.)
o. Describe existing Idji g water supply source.
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 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.020; 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
Revised 03/15
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 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
Name rv C, 1
Address PO igorZ-f7'
Phone 910 -3.28 /dlO
Name
Address
Phone
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ?h day of XVcf VS , 19
Print Name Jr/ r" e -7 -eS
Signature
or Avthorted Agent
'J
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 +,i 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
S, permit application and follow-up monitoring of the
project.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
e m i ? - ?Un 30 Z
• 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 statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
project.
I<DCM MP-2
1 V, CM MP-3
DCM MP-4
DCM MP-5
DCM W-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
400 copies of this public document were printed at a total cost of $52.48 or $ .13 per copy.
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
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
Other
(Excluding
shoreline
stabilization)
6?o zo ' -2 /
?iyl. tv? _ y
/?ILw,

Act IVA n

N4 A14 A.

IVA /4/?
C0"
C? ,-NT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards O
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards • voc
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area on I _r;/e,-
b. Dimensions of disposal area
?5?000 c
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? X Yes N
If yes, where? Or1 si G
Revised 03195
Form DCNI-NIP-2
?\ _ fN
Does the disposal area include any caas?a1, .wetlands If yes;
?r _(I)
her wetlands? -
(marsh), SA\'XNo
Yes
? Q
Does the disposal include any area in-the water ?-J.i 7 r„;,?tv
Yes X_ No COAL V1 I(3)
3. SHORELINE STABILIZATION __ ow 1?epri•?v -Xis ,h a??i4Ce 6v 7po
a. Type shoreline stabIIization
Bulkhead Riprap
b. Length
c. Average distance waterw f M1-1W or NWL
d. Maximum distance wa?ard of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of infor7=non) S?? A? /
f. Type of bulkhead or ri material
g Amount of fill in cubic yards to be placed below
water I eve]
(1) Riprap
(2) Bulkhead baci1I -
h. Type of fill material
i. Source of fill material
4. OTHER FELL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
Amount of material t be placed in the
water
Dimensions of fill area
Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes _X No
If yes, .
(I) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill mat ria] be kept on site
and erosion controll ? .
x-T
G y
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? /
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.
Applicant or Project Name
Date
400 copies of this public document were printed at a total cost of $11.00 or .03 per copy.
Revised V/g
Form DCM-MP-3

UPLAND

DEVELOPMENT
(Construction and/or
U Ot- Q??V`nd did st bi C activities,
e ef,"7 /
Md1'i Aye G eNi,?? a -
t ?c? c q el /sf ` ar se e e-- f?k1101 Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, ?ities, units or
structures proposed
b. Number of lots or parcels
c. Density (give the number of reside ' units and the
units per acre)
d. Size of area to be graded, filled or disturber)
including roads, ditches, etc.
S'a?v ,- -F
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 miffed to the Division of Land
Resources? Yes No
If yes, date su itted
f. List the materials (such marl, paver stone,
asphalt, or concrete) to b for paved surfaces.
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 for
vehicular driveways or parking.

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 Enviro ntal Management for review?
Yes No A
If yes, date submitted less ?2"" ,K
i. Describe proposed m d of sewage disposal.
j. Have the facilities described in Ite? above
received state or local approval?
(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 res' ntial discharges).
I. Describe proposed drinking water supply source
(e.g. well, community, ublic system, etc.)
m. Will water be impounded? Yes 4 No
If yes, how many acres?
n. If the project is a oceanfront developme ,when
was the lot(s) platted and recorded?
Applicant or Project Nome
ture
" /
Date
Revised 03/95 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy.
Form DCM-MP-4
STRUCTURES
(Construction withi Public Trust Areas) /
T i_s fro j ec- t- /,; vv I`'eS ?*e r ":/1/1,v fry,
O cif! ?c /__ A Irno wo o-WOE / `jC ?vC.KS GirC
Attach this form to Jo* Application for CAMA Ma-or e
Permit, Form DCM-ASP-1. Be sure to complete all
other s=io.m of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X_ yes No
(i) Number - dO n jsy-jr/G
(ii) Length Q J
(iii) Width i
(7) Number of slips pepesed BBC -!jp
(8) Proximity .of structure to ad"accent arias
property lines
(9) Width of water body
(10) Water depth at waterward d of pier at
MLW or NWL
I 1
+- 1`' 199.
Mooring L L-ys
(1) ommercial ---Community _. Private
(2) Number
(3) Description of buoy
(Color, inscription, anchor, etc.)
(4) Width of water body - -
(5) Distance buoy(s) to
shoreline
f. Moortzig cture (boatIift, m
D pilings, etc.)
(1) oorino
?nttl Community _ Private
(2) N3s?eer
(3) Lena -
(4) Width -
9- Other (Give conpleu =ipzion) 4! C 1.
W---
b. Boathouse [ uding covered lifts)
(1) Commerc"al Private
(2) Length
(3) Width
PPLcnt or Project dame
c. Groin (e.g. wood, sh "le, etc.) ?i
,7
(1) Number ?tme
(2) Length(s)
Date v
ci. Breakwater (e_g. wood, h ile, etc.)
(I) Length
(2) Average distance f,-on
wetlands
(3) Maximum dis=c; beyond hf W, NWL or
wetlands - /Y
Revised 03/g
FSHA MARINA REHABILITATION
PROJECT NARRATIVE
The Forest Sound Homeowners Association, FSHA, presently owns a 40 slip upland
marina, associated boat ramp and an access channel to the Intracoastal Waterway. The
development and marina are located in Hampstead, in Pender County. The marina, boat
ramp and access channel were constructed in 1985, under Permit No. 81-82.
Due to the passage of time and the effects of several hurricanes, including Fran (`96), the
marina has deteriorated and is now in need of rehabilitation.
FSHA plans to start the project by performing maintenance dredging of the access
channel, which has suffered serious shoaling. The dredging will be done by clamshell
bucket and barge. The dredged spoil will be transported to the spoil area by the dredging
contractor. the spoil area is located on the FSHA Common Area. The spoil area will be
surrounded by a silt fence and will be graded and seeded upon completion of the work.
While the dredging is being done, FSHA will retain a Consulting Engineer to design the
replacement bulkhead. As part of the bulkhead repair, a small retaining wall along the
south property line will be removed and the adjacent lot regraded to relieve the
surcharge loading on the bulkhead. The surcharge load has been a factor in two failures
of the marina bulkhead.
The bulkhead repair will involve the construction of a new wall immediately in front of
the existing wall. The wall material chosen, whether timber, vinyl, concrete or steel, will
depend on he recommendations of the Engineer. In the area where the bulkhead has
failed, the existing wall will be removed to the extent necessary to maintain a straight
alignment with the new wall. The bulkhead repair will also include the installation of a
new anchorage system.
As the bulkhead is being reconstructed, the slip areas will be dredged as appropriate. This
dredging will also be done using a clamshell bucket and the spoil transported to the
FSHA owned spoil area.
The dredging of the access channel is expected to result in approximately 1000 cy. of
spoil material. The regrading of the adjacent upland will result in approximately100 cy.
of material. The dredging of the marina will result in approximately 1200 cy. of spoil.
Again, the spoil will be moved to the FSHA spoil site by the contractor.

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 22, 2006
Mr. Kevin Martin
Soil and Environmental Consultants
11010 Raven Ridge Road
Raleigh, NC 27614
Subject Property: Airpark West, Lots 12 and 13
NBRRO-99-028
DWQ Project # 1999-0154 mod
Wake County
Page 1 of 2
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules
(15A NCAC 2B.0233)
Dear Mr. Martin:
On December 21, 2000, at your request I conducted an on-site determination to review a stream
channel located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC
2B .0233). The channels are labeled as "N.B.P. #1 and N.B.P. #2" on the attached map initialed
by me on December 22, 2006. Division of Water Quality (DWQ) Staff from the Raleigh
Regional Office (Danny Smith) had previously conducted an on-site determination of the stream
with a letter dated February 15, 1999. You had requested an appeal of their determination as
provided within 15A NCAC 02B.0233(3)(a).
At your request, I conducted an appeal of the determination as stated above. The DWQ has
determined that the streams labeled as "N.B.P. #1 and N.B.P. #2" on the attached map are
at least "intermittent" and are subject to the Neuse Buffer Rule. This map then depicts the
extent of streams subject to the Neuse River Buffer rules on this property. My understanding is
that I may have sent a letter after the site visit but that no one is able to locate the letter.
Therefore, this determination shall replace the determination originally performed by the
Regional Office. This stream and its associated buffers should be identified on any future plans
for this property. The owner (or future owners) should notify the DWQ (and other relevant
agencies) of this decision in any future correspondences concerning this property.
One
CarO ina
Naturallly
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Page 2 of 2
Date:
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call me at [phone]. This determination is subject to review as provided in Articles
3 & 4 of G.S. 150B.
Sincerely,
Dorney,
etland Program Development Unit
AWKljrd
Enclosures: Attached map
cc: Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 19990154Airpark(Wake)Stream appeal

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
Steve Roberts
Soil & Environmental Consultants
244 West Millbrook Road
Raleigh NC, 27609
Dear Mr. Roberts:
February 15, 1999
Subject: Neuse River Basin Riparian Rules
Airpark
Watkins Road
NBRRO-99-028
Wake County
On two occasions I met with you at a proposed development located near the junction of
Airport Blvd. and Watkins Road in Wake County. At your request, an evaluation was
performed to determine whether four (4) features as indicated by a blue high lighter on
the attached map would require compliance with the Neuse River Buffer requirements.
(Please note: these are the only features that I reviewed). Feature # 1, 2, 3 and 4, as
indicated on the attached map, are streams and are subject to the Riparian Buffer Rule.
In addition, in accordance with the rule, concentrated runoff from new ditches or
manmade conveyances must be dispersed into sheet flow before the runoff enters Zone
2 of the riparian area.
If you have any questions please call this office at [phone].
Sincerely,
174 Dann V., th
Y
Environmental Specialist
h:\neubuff\eaglecrest.
cc: RRO - file copy
John Dorney- Wetlands/401 Group
3800 BARR ETT DRIVE, SUITE 101, RALBIG H, NORTH CAROLINA 27600
PHONC OIO-571-4700 FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

Soil 1&. Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax:[phone]
Web Page: www.SzndEC.com
j
j C,
Date Delivered:
To: \ C,?) ?\,. 0, ?, I V'\E'-
from: 'e
_ ? 3? ItgJ?
Item:
Job Number/Name:
Delivered by: ?e v i v,,
Received by:
(signatbre)
Time:
Q 76.Ll-ere-9-- --
(printed name)
-30 X4tA,
Wctland DcIiocatiun/Pcrmitling/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental AssessmenWAudits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Clturlotte Offrcc: [phone] • IlickoryOffice: (%2R) 312.7902
Soil & Environmental Consultants, Inc.
11010 Raveo Ridge Road - Rsleigb, Nortb Carolina 27614 - Pbooe: [phone] - Pax: [phone]
Web Pages: www.SandBC.com
MEMORANDUM
TO: John Dorney (DWQ)
CC: Arlen Futrell
FROM: Kevin Martin
DATE: January 2, 2001
RE: AirpArk Lots 12 & 13 Morrisville, Wake County, NC
The purpose of this memo is to request that you provide a letter
stating that the attached map accurately reflects the limits of the areas
subject to the Neuse River Riparian Buffer Rules.
The map reflects the findings made during our 12/21/00 site
meeting. Your new letter would replace an older letter from Danny Smith
(NBRRO-99-028, 2/15/99) for these lots. However, his letter would still
be accurate for the remainder of the property.
Please call if you have questions or if you need further information
to process this request.
Wedaod Delineation/pertaitting/Mttigation SoNite EWustions On-Site Septic Systems Eavi==W AtsenuatVAuditt
Now Basin and Watershed Buffer Evaluefims Groundwater Hydrology Eadangered Specks
Western Branch Offices: [phone] - [phone] - [phone]

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