SW8040213_Historical File_20040217 (2)

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Kevin Avolis
Avolis Engineering, P.A.
PO Box 15564
New Bern, NC 28561
Dear Mr. Avolis:
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
Coleen Sullins, Deputy Director
Division of Water Quality
February 17, 2004
Subject: EXEMPTION from Stormwater
Management. Permit Regulations
Erosion Repairs-TLZ Kite, TLZ Dodo,
TLZ Hawk
Stormwater Project No. SW8 040213
Onslow County
The Wilmington Regional Office received a copy of your Sedimentation and Erosion Control application
for the clearing and grading of the project known as Erosion Repairs-TLZKite, TLZ Dodo, TLZ Hawk. Staff of the
Wilmington Regional Office has reviewed the application for the applicability of the Stormwater Management rules
to the proposed activity at this project. Based on our review, you do not appear to be proposing a development
activity on this site at this point in time that would be subject to the stormwater requirements as provided for in 15A
NCAC 2H.1000. Please be advised that other regulations will potentially apply to your proposed activities.
If your project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is
subject to the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You
are required to have an NPDES permit for stormwater discharge from projects meeting these criteria.
This exemption applies only to the Coastal Stormwater Management Permit for the currently proposed
clearing and grading activity. If at any time in the future, development of any part of this site is planned, as defined
in NCAC 2H.1000, or if the proposed activities differ in any manner from what is shown on the plans on file with
the Division, then you must submit the project for review of the applicability of the stormwater management rules. If
you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/bar: S:\WQS\STORMWAT\EXEMPT\040213.Feb
cc: Kevin Avolis, P.E.
Mike Morris, Onslow County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] (fax)

State of North Carolina Ak
Department of EnvironmentLT d e
and Natural Resources
Wilmington Regional Office
Division of Land Resources � ®��
Land Quality Section
Michael F. Easley, Governor NORTH CAROLINA DEPARTMENT OF
William G. Ross Jr., Secretary ENVIRONMENT AND NATURAL RESOURCES
February 12, 2004
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Marine Corps Base
Cmdr. B.D. Pina
1005 Michael Road
Camp Lejeune, NC 28547
Dear Cmdr. Pina:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of a soil erosion control plan prior to the commencement of said land -disturbing activity (NCGS 113A-
54(d)(4)). The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the
approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30 day period will be deemed approval of the plan
if the submitted plan is complete. Commencement or continuation of a land -disturbing activity under the jurisdiction
of this Act prior to the approval of an erosion & sediment control plan is a violation of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is
suggested that you contact the Division of Water Quality at [phone] if the ditches shown on your plan will
lower the water table.
We have performed a preliminary review of your submitted plan and have determined that additional information
will be necessary before a final review can be completed. Enclosed is a checklist of items that must be submitted
before we can complete the review process. Failure to provide the additional information may result in disapproval
of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal
and State water quality laws, regulations and rules.
If you have questions or need additional information, please do not hesitate to contact this office. Your
cooperation in this matter is appreciated and we look forward to working with you on this project.
Sincerely,
.Janet M. Russell
Environmental Technician
J M R/bfr
cc: Kevin Avolis; Avolis Engineering
PROJECT NAME: HB,HF,IA & IE Training Areas Erosion Repairs/Const.Contract N62470-03 B-1952
PROJECT NO.: Onslo-2004-226
LOCATION: Camp Lejeune - Onslow County
RIVER BASIN: White Oak
SUBMITTED BY: Avolis Engineering
DATE RECEIVED BY L.Q.S.: February 10, 2004
127 North Cardinal Drive, Wilmington, N.C. 26405-3845 *Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA DEPARTMENT of ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
WILMINGTON REGIONAL OFFICE
PROJECT NAME: HB,HF,IA & IE Training Areas Erosion Repairs/Const.Contract N62470-03 B-1952
DATE: February 10, 2004
PROJECT NUMBER: Onslo-2004-226
COUNTY: Onslow
EROSION & SEDIMENT CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan
application has been made and has shown the need for additional information as specified below. - To meet
our review schedule, any additional information should be received by this Regional Office no later than March
2, 2004. Failure to meet this schedule may result in disapproval of your plan.
LOCATION OF PROJECT
SITE DRAINAGE FEATURES & CALCULATIONS OF DESIGN
Project location
_ Roads; streets _
North arrow & scale
Adjoining lakes, streams or water bodies
For Riparian Buffers, include Site located on USGS topo and
USDA Soil Survey Maps
GENERAL SITE FEATURES (Plan Elements) _
Number of additional copies of the plan needed
Legend; North arrow, scale, etc.
Property lines
Existing and proposed contours (topographic lined
Limits of disturbed area (amount of acreage; label limits)
Planned and existing buildings locations and elevations
Planned and existing road locations and elevations
Lot and/or building numbers
_ Land use of surrounding areas
_X_ Geologic features; rock outcrops, seeps, springs, wetlands,
streams, lakes, dams, etc.
Easements and drainageways
Profiles of streets, utilities, lateral d'rtchlines, etc.
Stockpile topsoil and/or subsoil locations
If the same person conducts the land -disturbing activity and any
related borrow or waste activity, the related borrow or waste
activity shall constitute part of the land -disturbing activity, unless
the borrow or waste activity is regulated under the Mining Act of
1971, or is a landfill regulated by the Division of Solid Waste
Management. If the land -disturbing activity and the related borrow
or waste activity are not conducted by the same financially
responsible party, they shall be considered separate land -disturbing
activities and must be permitted either through the Sedimentation
Pollution Control Act as a one -use borrow site or through the
Mining Act.
If the Plan proposes 150 feet or more stream disturbance 401
Water Quality certification may be necessary.
EROSION CONTROL MEASURES
X Legend
_X_ Location of temporary and permanent (t&p) measures
_X_ Construction drawings & details for both t&p measures
Maintenance requirements of measures
Contact person responsible for maintenance of measures
Existing & planned drainage patterns (including thru drainage)
Size and location of culverts and sewers
Soil information: type, special characteristics
Name and classification of receiving watercourse
Preconstruction runoff calculations for each outlet from site
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of site)
Design calculations of culverts and storm sewers
Design calculations of cross sections & method of stabilization of
existing & planned channels (include temporary linings)
Design calculations and construction details of energy dissipators below
culvert & storm sewer outlets (diameter & apron dimensions)
Design calculations and details to control groundwater (seeps,etc.)
FINANCIAL RESPONSIBILITY/OWNERSHIP (FR/0) FORM
Completed, notarized FR/O Form
Accurate application fee ($50.00 per acre; no ceiling)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Other missing data:_
VEGETATIVE STABILIZATION
Area and acreage to be vegetatively stabilized
Method of soil preparation
Seed type and rates (both temporary and permanent)
Fertilizer type and rates
Mulch type and rates
Note: Plan should include provision for groundcover on exposed slopes within
15 working days but not more than 30 calendar days, following
completion of any phase of grading. Permanent ground -cover for all
disturbed areas within 15 workings days or no more than 90 calendar
days following completion of construction. '
NARRATIVE AND CONSTRUCTION SEQUENCE
_ Narrative describing the construction sequence
_X_ Narrative describing nature & purpose of the development
Bid specification; only as it regards erosion control
Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the initiation of the
land -disturbing activity & the removal of measures after the areas they
serve have been permanently stabilized)
OTHER INFORMATION: PLEASE SEE ATTACHED COMMENTS
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

COMMENTS
1. Page 1 is missing from the Project Narrative (all copies).
2. The narrative states that bare areas that are to be seeded & mulched only are not
included in the area to be disturbed. However, proper seedbed preparation is necessary
prior to seeding, lime, fertilizer, mulch & discing process. Please clarify why this is not
considered a land disturbance.
3. If Corps of Engineers permits are required for the pond construction at TLZ Kite, please
provide a copy for our files. The note says: "No Section 404 wetlands exist...".
However, the plans show a wetland symbol described as "existed flooded area".
4. 30' gravel construction entrances are not long enough. The minimum acceptable length
is 50'.
5. The legend on the plans does not list any erosion control measures. The only measures
shown on the plans are inlet/outlet stabilization at culverts and gravel entrances.
6. Section 5.7 of the Narrative describes silt fence use at the top of the slopes to protect
adjacent drainage ways. Is this proposed where slopes are already stabilized by existing
vegetation and are not to be disturbed?
7. Add rock check dam detail to plans,

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
[R-9CEIVED
January 15, 2004 IFEB 1 0 2004
Ms. Linda Lewis 7Yf ---
Environmental Engineer
NCDENR:���
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Erosion Repairs - HB, HF, IA and IE Training Are (TLZ Kite, TLZ Dodo, TLZ Hawk)
Construction Contract No. N62470-03-13-1952
Marine Corps Base, Camp Lejeune, North Carolina
AE Project No. 03110
Dear Ms. Lewis:
Enclosed please find one copy of project plans associated with the proposed erosion control
repairs at TLZ Kite, TLZ Dodo and TLZ Hawk, Temporary Landing Zones located on Marine
Corps Base, Camp Lejeune. The project includes the grading of the dirt landing zone areas to
repair grading irregularities, such as ravines and washouts. All disturbed areas will be
revegetated. No new impermeable surface will be created by the project at any of these sites.
The proposed project will create a usable temporary landing zone where none presently exists.
It is our thought, that the proposed activity would not be subject to stormwater requirements
specified in 15A NCAC 2H.1000. We are requesting an exemption to the Coastal Stormwater
regulations for this project. Please review this project and issue a stormwater permit exemption
if you deem it appropriate.
If you should have any questions relating to this matter or should need any additional
information or assistance, please do not hesitate to call.
Avolis, P.E.
Vi