20100951 Ver 1_401 Application_20101110

2 0 1 0 0 9 5 1
LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants COURTESY
COPY
25 October 2010
Mr. Dave Timpy
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
RE: Bogue Banks Water Corporation, Reverse Osmosis Treatment Plan
Application for Nationwide Permit 12
Dear Dave,
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On behalf of the Bogue Banks Water Corporation, Land Management Group is submitting a request for a Nationwide
12 Permit for improvements to their reverse osmosis water treatment plant. The treatment plant is located in Emerald
Isle at 9204 Coast Guard Road approximately 1,500' south of Bogue Sound and just west of the HWY 58 bridge
(Carteret County parcel number 5383.10.26.1911000). The plant has an existing concentrate discharge line located
within the right of ways of Coast Guard Road and Emerald Drive/HWY 58. The existing discharge pipe runs along the
western side of the causeway at the base of the HWY 58 bridge and discharges into Bogue Sound.
Work requested in this application involves the installation of a new section of discharge pipe on the eastern side of the
bridge causeway and installation of a new diffuser. The NPDES Permit for the treatment plant and its discharge has
been modified to allow for improvements and increased flow (see enclosed NPDES Permit NC 0083089). The NPDES
Permit Modification specifies the point of concentrate discharge in the sound and the type of diffuser to be used, as
shown in this application. Since the new section of pipe and the diffuser would be located under Section 10 Waters, a
Nationwide Permit application is being submitted. As noted, NC Division of Water Quality (NC DWQ) approval for the
project has been obtained with the NPDES modification. The project engineers, Thomas and Hutton, have also
submitted a request for an exemption from stormwater management permitting (see enclosed). There is no need for
any new easements since the new section of discharge pipe will remain with the road right of way.
The new discharge line would join the existing line on the western side of the bridge causeway. The 8" pipe would be
installed underneath the road with jack and bore and would run along the eastern side of the causeway within the right
of way. Excavation and backfill for the trench would be located completely in upland. The new section of pipe would
extend along the causeway approximately 757' before intersecting wetlands that fringe the terminal end of the
causeway. At the point that the pipe reaches the wetlands, directional drilling would be used to place the pipe
underneath the wetlands and under the bottom of Bogue Sound. There are no temporary or permanent wetland
impacts associated with the requested work. The pipe would extend under Bogue Sound for a distance of 252' from
the ordinary high water line. Enclosed plans specify that the minimum distance below the bottom would be 36",
however, at the terminal end where the diffuser is located, the minimum distance would be 2'. Three diffuser ports are
necessary and are described as extending 0.15' (or approximately 1.8") above the bottom. With the diffuser ports
extending less than 2" above the bottom, there should be no impact to navigation.
Coastal marsh and "404 wetland" limits along the causeway were delineated by Land Management Group and were
approved by Mr. Mickey Suggs, US Army Corps of Engineers, on 10/8/2009. Coastal marsh and ordinary high water
limits were reviewed with Mr. Barry Guthrie, NC Division of Coastal Management, on 9/10/2009. Since there are no
permanent or temporary impacts to wetlands, it is expected that written concurrence from the NC Division of Water
Quality, 401 Unit, is not necessary. Two copies of the enclosed application are being sent to Mr. Ian McMillian, NC
DWQ Raleigh, and one copy is being sent to Ms. Joanne Steenhuis, DWQ Wilmington. If you have any questions, or
need any additional information, please feel free to contact me at 910-452-0001 or Istasavich aa)lmgroup.net
Sincerely,
Laura Stasavich
agent, Land Management Group
cc: Mr. Ian McMillian, NC Division of Water Quality, 401 Unit, Raleigh
Ms. Joanne Steenhuis, NC Division of Water Quality, 401 Unit, Wilmington
Mr. Mark Yodice, Thomas and Hutton Engineering Co.
Encl. ?CN form, application figures 1-4, and engineering plans Sheets 8-10
Copies of associated permits
www.Imuroup.net • infoCajmgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC
28402
2010005 1
F ?N A ?F
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i O T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
? Section 404 Permit ®Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

? Yes N No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ? No
2. Project Information
2a. Name of project: Bogue Banks Water Corp. (BBWC) Reverse Osmosis Plant Upgrades
2b. County: Carteret
2c. Nearest municipality / town:
21r? .r
Emerald Isle, NC C
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A ??i?

3. -MAI Aun
Owner Information MUMS- AM 57MiMMM
3a. Name(s) on Recorded Deed: Bogue Banks Water Corp
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable): c/o Mr. Lawrence Spell
3d. Street address: 4404 Emerald Drive--- (mailing address is P.O. Box 4009)
3e. City, state, zip: Emerald Isle, NC, 28575---- (mailing zip code is 28594)
3f. Telephone no.: see agent information, Thomas and Hutton
3g. Fax no.: see agent information, Thomas and Hutton
3h. Email address: see agent information, Thomas and Hutton
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name: c/o Mr. Mark Yodice
4c. Business name
(if applicable): Thomas and Hutton Engineering Co.
4d. Street address: 935 Houston Northcutt Boulevard
4e. City, state, zip: Mount Pleasant, SC, 29465-1522
4f. Telephone no.: 843-849-0200
4g. Fax no.: 843-849-0203
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Laura Stasavich
5b. Business name
(if applicable): Land Management Group, Inc.
5c. Street address: 3805 Wrightsville Ave., Suite 15
5d. City, state, zip: Wilmington, NC, 28403
5e. Telephone no.: 910-452-0001
5f. Fax no.: 910-452-0060
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
Property identification no. (tax PIN or parcel ID):
1a RO Plant PID 5383.10.26.1911000, proposed work within
. road right of ways.
Site coordinates (in decimal degrees):
1 b Latitude: 34.66610 Longitude: - 77.062747
. (DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A- linear project within road right of way. acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Bogue Sound
proposed project:
2b. Water Quality Classification of nearest receiving water: SA/ORW
2c. River basin: White Oak (03020106)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The new discharge line will be placed within the existing HYW 58 road right-of-way.
3b. List the total estimated acreage of all existing wetlands on the property:
Wetlands have been delineated along both sides of the causeway at the base of the HWY 58 bridge. Wetlands that fall
within the right-of-way are on the western side of the causeway. A roughly 20' to 30' wide fringe of wetlands exists along
that side of the right-of-way.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The discharge pipe runs perpendicular to Bogue Sound. The pipe will be buried and will extend approximately 252' from
the ordinary high water mark at the end of the causeway.
3d. Explain the purpose of the proposed project:
The project would upgrade the water treatment plant and would allow for increased flow. The concentrate discharge pipe
which is the subject of this permit application, would meet requirements of the approved NPDES plan modification.
3e. Describe the overall project in detail, including the type of equipment to be used:
Standard excavation and grading for portions of the discharge pipe to be located on upland within the road right of way.
Directional drilling for installation of the portion of pipe at the end of the causeway, under the fringing wetlands and under
the bottom of the sound.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ? Yes ? No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Land Management Group
Name (if known): M. Westendorff Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Approved, M. Suggs, USACOE Wilmington Regulatory Field Office, 10/8/2009.
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Most recent permitting for upgrades include a modification to the NC DWQ NPDES permit, approved 2/6/2009.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary (T
W1 ? P ? T N/A N/A ? Yes
? No ? Corps
? DWQ N/A
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments: No impact to wetlands. Discharge line will be placed underneath wetlands along the end of the causeway
by directional drilling and will avoid any impact.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T N/A N/A ? PER
? INT ? Corps
? DWQ N/A N/A
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments: No stream impacts are listed since the discharge line will be placed under the bottom of Bogue Sound via
directional drill and no excavation of the bottom or alteration of bottom contours will take place.
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary (T) 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ? P ? T N/A N/A N/A N/A
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments: No impacts are listed since no new structure will be placed in the open waters of Bogue Sound. The new
discharge pipe will be located under the bottom with diffuser ports extending less than 2" above the bottom.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ® Other: White Oak
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ? P ? T N/A N/A ? Nos N/A N/A
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There are no direct impacts to "Waters of the US". Impacts have been avoided by use of the existing upland causeway and
the existing right of way.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
There are no direct impacts to "Waters of the US". All impacts have been avoided with the use of directional drilling.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
? Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 N/A N/A 3 (2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project engineers have requested an
exemption from state stormwater permitting due to the lack of new impervious cover and the limited amount of land
disturbance (see enclosed letter from Thomas and Hutton).
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Emerald Isle
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
G a. IJ +lhe site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage database review.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ® Yes ? No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Division of Marine Fisheries mapping of Bogue Sound as primary nursery area (PNA).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Project exists within a previously developed right of way.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Project will not construct any new habitable structures or construct
any impediments to flood waters. The work involves buried pipe only.
8c. What source(s) did you use to make the floodplain determination? Location of work within the Bogue Sound and directly
adjacent land.
10/25/2010
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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Land Management Group, Inc. CAMA General Permit Application
Environmental Consultants Bogue Banks Water Corp.
P.O. Box 2522 Applicant: Bogue Banks Water Corp.
Wilmington, NC 28402 VICINITY MAP
910-452-0001 Location: Bogue Sound, Emerald Isle, NC
LMG # 01-09-163
Date: 10/25/2010 Sheet 1 of 4

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Land Management Group, Inc. CAMA General Permit Application
Environmental Consultants Bogue Banks Water Corp.
P.O. Box 2522 Applicant: Bogue Banks Water Corp.
Wilmington, NC 28402 TOPOGRAPHIC MAP
910-452-0001 Location: Bogue Sound, Emerald Isle, NC
LMG # 01-09-163 Date: 10/25/2010 Sheet 2 of 4
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 6, 2009
Mr. Lawrence Spell
Bogue Banks Water Corporation
P. O. Box 4009
Emerald Isle, North Carolina 28594
Subject: Issuance NPDES Permit Modification
Permit Number N00083089
Bogue Banks Water Corporation WTP
Carteret County
Dear Mr. Spell:
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for modification of the subject
permit. Accordingly, we are forwarding the attached modified NPDES discharge permit. Please note there are
two limit pages, each page unique to the treatment process and permitted discharge. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or
as subsequently amended).
This modified permit includes the following changes from the draft permit sent to you on
November 19, 2008:
? The Cyanide Provisional Special Condition was removed. Division policy requires compliance in a
modified NPDES permit to become effective upon completion of the modification. Therefore, the
Cyanide limit will become effective upon submittal of the signed Authorization to Construction
Engineering Certification. The permittee may petition the Division to remove the Cyanide limits if 12
months of data is available and there are no Cyanide violations in that period.
? The permitted flow was increased to a monthly average of 0.480 MGD. The Division agreed to the
increase based on information provided by your consultant.
r The Division recognizes Cyanide has a minimum measurable detection limited higher than the
effluent limit of 1 pg/1. A footnote was added to the limit page to clarify the Cyanide compliance and
reporting protocol.
? The recommended diffuser design/operation and designated outfall relocation must be met as part of
the Reverse Osmosis discharge permit compliance.
Page 1 of 2
1517 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NorthCarolina
Internet: httpalh2ostate.nc.us! '? ?}????? //I ,
An Equal Opportunity t Affirmative Action Employer ? ?/ ll
As part of the approval process lie permittee is required to obtain an Authorization to Construct prior
to construction.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings
(6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision
shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone number (919)
807-6403.
Sincerely,
1v V47?
Coleen H. Sullins
Attachments
Cc: Wilmington Regional Office/ Surface Water Protection Section
Central Files
NPDES Unit
Page 2 of 2
Permit N00083089
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water PoLiution Control Act, as amended, the
Bogue Banks Water Corporation
is hereby authorized to discharge wastewater from a facility located at the
Bogue Banks WTP
9204 Coast Guard Road
Bogue Banks
Carteret County
to receiving waters designated as Bogue Sound in the White Oak River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III and IV hereof.
This permit shall become effective March 1, 2009.
This permit and authorization to discharge shall expire at midnight on July 31, 2012.
Signed this day February 6, 2009.
Coleen H. Sullins Directo
Division of Water Quality
By Authority of the Environmental Management Commission
Permit N00083089
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
The Bogue Banks Water Corporation is hereby authorized:
1. To continue to operate a drinking-water treatment plant with a permitted 0.106 MGD discharge
of Electronic Dialysis Reversal backwash wastewater to the EDR subsurface outfall to the tidal
receiving stream. This facility is located in Bogue Banks on Coast Guard Road at the Bogue
Banks WTP in Carteret County.
2. After receipt of an Authorization to Construct from the Division, completion of approved
construction, and submittal of the new Reverse Osmosis facility Engineer Certificate to the
Division; to operate a new Reverse Osmosis drinking-water treatment plant with a permitted
0.480 MGD discharge of wastewater through an approved modeled subsurface multi-port
diffuser relocated to the new RO outfall to the tidal receiving stream. This new facility is located
in Bogue Banks on Coast Guard Road at the Bogue Banks WTP in Carteret County.
3. To discharge from said treatment works to only one discrete outfall specified for the specific
treatment plant in operation on the attached map into Bogue Sound, classified SA ORW waters
in the White Oak River Basin.
! ,,.sue- •
-DaybeaCon
LLAZ
SOL
Spoil Area
-4 i
RO Discharge
N0080$9 - 2
EDP Discharge
Id A
5
as

USGS Quad: I30NE Swansboro, NC
FDR Outfall
Latitude: 34° 39' 53" N
Longitude: 77° 3' 51" W Stream Class: Sri, ORW
RO Outfall Subbasin: 03-05-01
Latitude: 34° 40'4.8" N
Longinide: 77° 3' 50.4" W
Receiving Stream: Bo e Sound

Facility
Location
NC0083089 Bogue Banks Water Corp WTP
North Carteret County
Permit N00083089
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit, before expansion above 0.106
MGD, or until expiration, the Permittee is authorized to discharge Electronic Dialysis Reversal and
filter backwash wastewater from existing outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT" LIMITS MONITORING REQUIREMENTS,

CHARACTERISTICS Monthly

Average Daily

Maximum Measurement

Frequency.
Sample Type
. Sample Location
Flow 0.106 MGD Weekly Estimate Effluent
pH no greater than 8.5 s.u. nor less
than 6.8 s.u. 2/Month Grab Effluen
pH Monthly Grab Up, Down
Total Residual Chlorine (TRC) 2 13 ug/I 2/Month Grab Effluent
Temperature, °C Monthly Grab Effluent, Up, Down
Salinity, ppt Monthly Grab Effluent, Up, Down
Conductivity, Nmho/cm Monthly Grab Effluent, Up, Down
Dissolved Oxygen, mg/1 (DO) Monthly Grab Effluent, Up, Down
Total Dissolved Solids, mg/I Monthly Grab Effluent
Total Arsenic, pg/l Monthly Grab Effluent
Total Copper, pg/I Monthly Grab Effluent
Total Chloride, mg/I Monthly Grab Effluent
Total Iron, mg/I Monthly Grab Effluent
Total Fluoride, mg/I Monthly Grab Effluent
Total Zinc, Hg/1 Monthly Grab Effluent
Ammonia as Nitrogen, mg/I Monthly Grab Effluent
Total Nitrogen, mg/l (TN) Monthly Grab Effluent
Total Phosphorus, mg/I JP) Monthly Grab Effluent
Acute Whole Effluent Toxicity 3 Quarterly Grab Effluent
Footnotes:
1. Up = at least 100 feet upstream of the discharge location, Down = at least 100 feet downstream of
the discharge location.
2. Total Residual Chlorine compliance is required if chlorine or chlorine derivative are used for
disinfection and enter the wastestream. The Division shall consider all effluent TRC values reported
below 50 ug/l to be in compliance with the permit. However, the Permittee shall continue to record
and submit all values reported by a North Carolina certified laboratory (including field certified), even
if these values fall below 50 ug/1.
3. Acute 24-hour Pass/ Fail parameter code TGE3E Mysid Shrimp at 90%; February, May, August and
November; refer to Special Condition A (3.) ACUTE TOXICITY MONITORING (QUARTERLY).
All samples collected should be from a representative discharge event.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Permit N00083089
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period starting with the effective date of this permit, after the expansion to above 0.106
MGD discharge at new outfall location with the new Reverse Osmosis treatment plant, and
lasting until expiration, the Permittee is authorized to discharge Reverse Osmosis wastewater
through an approved multi-port diffuser from relocated outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIR EMENTS
.
CHARACTERISTICS. Monthly

Average Daily

Maximum Measurement
-.
Fre uenc'•:JA
Sample Type
Sample Location
Flow 0.480 MGD Weekly Estimate Effluent
pH no greater than 8.5 s.u. nor less
than 6.8 s.u. 2/Month Grab Effluent
pH Monthly Grab S1, S2
Cyanide 2 1 ug/I 2/Month Grab Effluent
Temperature, °C Monthly Grab Effluent, S1, S2
Salinity, ppt Monthly Grab Effluent, S1, S2
Conductivity, Nmho/cm Monthly Grab Effluent, S1, S2
Dissolved Oxygen, mg/L (DO) Monthly Grab Effluent, S1, S2
Total Dissolved solids, mg/I Monthly Grab Effluent
Total Copper, pg/I Monthly Grab Effluent
Chloride, mg/I Monthly Grab Effluent
Total Iron, mg/I Monthly Grab Effluent
Total Fluoride, mg/I Monthly Grab Effluent
Total Zinc, pg/I Monthly Grab Effluent
Ammonia as Nitrogen, mg/I Monthly Grab Effluent
Total Nitrogen, mg/I (TN) Monthly Grab Effluent
Total Phosphorus, mg/l (TP) Monthly Grab Effluent
Chronic Whole Effluent Toxicity 3 Quarterly Grab Effluent
Footnotes:
I. The locations of Si, S2 are defined in Special Condition A. (5.) INSTREAM SAMPLE LOCATIONS.
2_ The Division shall consider all cyanide values reported below 10 ug/L to be in compliance However,
Discharge Monitoring Reports (DMRs) shall record all values reported by a North Carolina-certified
laboratory (even if these values fall below 10 ug/L).
3. Chronic 7-day Pass/Fail parameter code TGP3E Mysid Shrimp at 20%; February, May, August and
November; refer to Special Condition A. (4) CHRONIC TOXICITY MONITORING (QUARTERLY). The
permittee may conduct a comparative Chronic 7-day Pass/Fail parameter code TGP313 Ceriodaphnia
Dubia at 20% to determine the feasibility of requesting designation of Cer:odaphnia Dubia as test
species.
All samples collected should be from a representative discharge event.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Permit N00083089
A. (3.) ACUTE TOXICITY MONITORING (QUARTERLY)
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the
North Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity
In A Single Effluent Concentration" (Revised-July, 1992 or subsequent versions). The monitoring
shall be performed as a Mysid Shrimp (Mysidopsis bahia) 24 hour static test. The effluent
concentration at which there may be at no time significant acute mortality is 90% (defined as
treatment two in the procedure document). Effluent samples for self-monitoring purposes must be
obtained during representative effluent discharge below all waste treatment. The tests will be
performed during the months of February, May, August, and November.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGE3E. Additionally, DWQ Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/ physical
measurements performed in association with the toxicity tests, as well as all dose/response data.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT)
test form indicating the facility name, permit number, pipe number, county, and the month/year of
the report with the notation of "No Flow" in the comment area of the form. The report shall be
submitted to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately. Upon submission of a valid test, this monthly test
requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North
Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may
be re-opened and modified to include alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of
such monitoring shall be included in the calculation & reporting of the data submitted on the DMR &
all AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
Permit N00083089
A. (4.) CHRONIC TOXICITY MONITORING (QUARTERLY)
The permittee shall perform quarterly chronic toxicity tests using procedures described below to
establish compliance with the permit condition.
The effluent concentration is 20%. The tests will be performed during the months of February,
May, August, and November. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
The test procedure will be based on EPA Method 1007.0, Mysid, Mysidopsis bahia, Survival, Growth,
and Fecundity Test, as described in Short-Term Methods for Estimating the Chronic Toxicity of
Effluents and Receiving Waters to Marine and Estuarine Organisms, Second Edition, EPA-600-4-91-
003, July 1994. The procedure will be performed as written with the following exceptions:
• The test treatments will consist of a control and a 20% effluent concentration
("pass/fail,") or a control and five effluent concentrations, one of which will be 10%
and one of which will be 30%.
i
• The test will be performed at 20 ppt salinity.
• Mortality for pass/fail tests will be evaluated using the t test described on page 91 in
Methods for Measuring the Acute Toxicity of Effluents to Freshwater and Marir Ie
Organisms, Fourth Edition. EPA/600/4-90/027, September 1991, applying an alpha
level of 0.05.
• The growth endpoint for pass/fail tests will be determined using Appendix G of EPA
Method 1007.0, Mysid, Mysidopsis bahia, Survival, Growth, and Fecundity Test, as
described in Short-Term Methods for Estimating the Chronic Toxicity of Effluents and
Receiving Waters to Marine and Estuarine Organisms, Second Edition, EPA/600-4-
91/003, July 1994, applying an alpha level of 0.01.
• Fecundity will not be evaluated.
I
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3E for the pass/fail results and THP3E for the Chronic Value. Additionally,
DWQ Form AT-4 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, N.C. 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/ physical
measurements performed in association with the toxicity tests, as well as all dose/response data.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT)
test form indicating the facility name, permit number, pipe number, county, and the month/year of
the report with the notation of "No Flow" in the comment area of the form. The report shall be
submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately. Upon submission of a valid test, this monthly test
requirement will revert to quarterly in the months specified above.
Permit N00083089
(Continued A. (4.) CHRONIC TOXICITY MONITORING (QUARTERLY))
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of
such monitoring shall be included in the calculation & reporting of the data submitted on the DMR &
all AT Form submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival, minimum control organism reproduction, and appropriate environmental
controls, shall constitute an invalid test and will require immediate follow-up testing to be completed
no later than the last day of the month following the month of the initial monitoring.
A. (5.) INSTREAM SAMPLE LOCATIONS
The Permittee shall collection grab samples at the designated locations and frequency during a
continuous discharge event after a minimum of 1 hour of continuous discharge has occurred. Every
effort to replicate the same sample location is requested. To provide a point of comparison the
required effluent grab sample should be collected at the same time.
BOGUESOUND
16 feet
16 feet
----&1---X -------------------------
A
-------------------------- X_ S.2-----
90°
Diffuser Pipe End
NO SCALE
"X" Marks the sample location
DISCHARGE
LINE
Location Description:
S1 - 16 feet in a south westerly direction from the diffuser pipe end
S2 - 16 feet in a north easterly direction from the diffuser pipe end
NPD- ' Permit Standard Conditions
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2 /Month
Samples are collected twice per month with at least ten calendar days between sampling events.
k
3/Wee
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case-by-case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
? Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
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Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authoritv
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [4-0 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligent, violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
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5. Propert?Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severabilit:
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reannl,
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Pernuttee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Pemuttee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
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The ORC of each Class I facility must:
? Visit the facility at least weekly
? Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
? Visit the facility at least five days per week, excluding holidays
? Properly manage and document daily operation and maintenance of the facility
? Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of-
> Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
A vacancy in the position of ORC or back-up ORC.
Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
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2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report PMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(8), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including:
r' all calibration and maintenance records
? all original strip chart recordings for continuous monitoring instrumentation
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4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 (1) (6)]. .
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 (1) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)].
Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
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(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governuig rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
Version 1011012007
NPD- - Permit Standard Conditions
Page 15 of 16
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all pemut-
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division-approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H.0908.
Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports AR)
The Perinittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment
Annual Report (PAR) describing its pretreatment activities over the previous twelve months to the
Division at the following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Version 1011012007
THOMAS Sc HUTTON
682 JOHNNIE DODDS BLVD, SUITE 100 1 MOUNT PLEASANT, SC 29464
POST OFFICE BOX 15221 MOUNT PLEASANT, SC 29465-1522
843.849.0200 1 WWW.THOMASANDHUTTON.COM
October 15, 2010 U(Jpy
Ms. Kelly Johnson
NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Utility Line Extension
Bogue Banks Water Corporation
Concentrate Line for RO WTP
Emerald Isle, NC
Carteret County
J-21829.303
Dear Ms, Johnson:
We are writing on behalf of Bogue Banks Water Corporation (BBWC) to request a
stormwater exemption for the installation of a line for concentrate discharge from a water plant,
which is being installed in the North Carolina Department of Transportation (NCDOT) right-of-way
on Hwy. 58 or Emerald Drive and Coast Guard Road. The utility construction consists of a water
line with very little incidental built upon area. It has a valve and one manhole. We have
enclosed two copies of the plans showing the offsite utilities for your review.
Application for the associated land disturbance will be submitted to the Division of Land
Resources. Additionally, we are working with Land Management Group, Inc. for application to
CAMA for the portion of the line that will be directional drilled. Copies of these permits can be
provided upon receipt if necessary.
Please review this information and, if acceptable, provide issuance of a stormwater
exemption for the proposed utility work. Should you have any questions, comments or require
any additional information, please do not hesitate to contact me at 843-725-5236. Thanks in
advance for your time and assistance.
Sincerely,
THOMAS & HUTTON
Mark F. Yodice, P,
Principal / Project Manager
Enclosures / As Listed Above
cc: Mr, John McLean / BBWC
Ms, Cathy Craft / BBWC
Ms. Laura Stasavich / Land Management Group, Inc,
Mr, Brian Riley / T&H
Mr. Lindy Cummins / T&H
SAVANNAH, GA I MYRTLE BEACH, SC WILMINGTON, NC I BRUNSWICK, GA
N;\21829\Docs\Johnson - 10-15-1O,docx
THOMAS & HUTTON
682 JOHNNIE DODDS BLVD, SUITE 100 1 MOUNT PLEASANT, SC 29464
POST OFFICE BOX 1522 1 MOUNT PLEASANT, SC 29465-1522
843.849.0200 1 WWW.THOMASANDHUTTON.COM
October 27, 2010
Ms. Carol Miller
NCDENR - Wilmington
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: Utility Line Extension
Bogue Banks Water Corporation
Concentrate Line for RO WTP
Emerald Isle, NC
Carteret County
J-21829,303
Dear Ms, Miller:
We are writing on behalf of Bogue Banks Water Corporation (BBWC) related to an
installation of a line for concentrate discharge from a water plant, which is being installed in the
North Carolina Department of Transportation (NCDOT) right-of-way on Hwy, 58 or Emerald Drive
and Coast Guard Road. The utility construction consists of a water line with very little incidental
built upon area, It has a valve and one manhole. Since this is a line project and negligible
change to stormwater conditions will occur, we are requesting a stormwater exemption. We
have enclosed two copies of the plans showing the offsite utilities for your review, The drawings
address erosion control and stabilization.
Additionally, we are working with Land Management Group, Inc, for application to
CAMA for the portion of the line that will be directional drilled into Bogue Sound. Copies of
these permits can be provided upon receipt if necessary,
Please review this information and, if acceptable, provide us an erosion and sediment
control approval or exemption for the proposed utility work, Should you have any questions,
comments or require any additional information, please do not hesitate to contact me at 843-
725-5236. Thanks in advance for your time and assistance.
Sincerely,
THOMAS & HUTTON
Mark F, Yodice, P.E,
Principal / Project Manager
Enclosures / As Listed Above
cc: Mr, John McLean '/ BBWC
Ms. Cathy Craft / BBWC
Ms, Laura Stasavich / Land Management Group, Inc,
Mr. Brian Riley / T&H
Mr. Lindy Cummins / T&H
SAVANNAH, GA I MYRTLE BEACH, SC WILMINGTON, NC I BRUNSWICK, GA
N; \ 21829\ Docs\ Permitflng \ Letter_m11Ier001.docx
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-01743 County: Carteret U.S.G.S. Quad: Swansboro
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Bogue Banks Water Company Agent: Land Management Group
Address: attn: Lawrence S. Spell attn: Wes Fryar
P.O. Box 4009 P.O. Box 2522
Emerald Isle, NC 28594 Wilmington, NC 28402
[phone]
Property description:
Size (acres) 8.5 Nearest Town Emerald Isle
Nearest Waterway AIWW River Basin White Oak River
USGS HUC 03020106 Coordinates N 34.6660 W -77.0630
Location description The project area is located off Hwy 58 at the base of the bridge leading to Emerald isle
adi'acent to Bogue Sound in Emerald Isle Carteret County North Carolina
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
X There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a thane in the law
or our published regulations this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification
We strongl y suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present, workload, the Corps may not be able to accomplish this ..'etland delineation in a timely manner. For a more timely
l
'?,??
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on our project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion this survey should be
reviewed and verified by the Corps. Once verified this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which provided there is no change in the law or our published regulations may be
relied upon for a period not to exceed five years
_ The waters of the U.S. including wetlandshave been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on. Unless there is a change in the law or our published
regulations, this detenmination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
4Action ID: SAW-2009-01743
X The propej?y is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at 252) 808-2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army pen-nit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact me at [phone] or mickey.t.sugg(i?usace.army.mil.
C. Basis For Determination
The site exhibits wetland criteria as defined in the 1987 wetland delineation manual as 404 wetlands that are adiancent
to, and encompassing, Section 10 navigable waters of Bogue Sound.
D. Remarks
This determination was based on information provided by Land Management Group, Inc. and was a desktop
determination.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional detennination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA fonn to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Mickey Sugg, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave
Wilmington, North Carolina 28403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by December 8, 2009.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
r
Corps Regulatory Official: 7/
Date 10/8/2009 Expiration Date 10/8/2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://reIZulatory.usacesurvey.com/ to
complete the survey online.
Page 2 of 2
4 `~1 f„~ fir` HIGH WATER
n ~ \ ORDINARY ~ / r .r- ~ - ~ - HEADWALL - - ° - v .~.......~m. - - LINE
- - - TOP EL.: 3.55 HIGH WA INE / r r ` ~ ~ ,-per,,, - - .e - END 6" PVC ~ ~ ~ ~ COASTAL / 1 „`0' - ® f9 EDGE Of WATER F~yo; 7
~ ~ ~ / W T r EDGE OF 404 r ~ ~ INV. EL: 1.98 - I.kNV ~APPRB;ft~'r ~ _ ° i- ~ LINE WETLANDS EDGE Of WATE ~APPRBiff~'" - - - ° rO"' r a... i~ ~ ~~e°• •B~lCI(~v P ••e~v"~, i I^'evs e4
/ ~ ` ORDINARY - ? ~aJ~~ ~ ,___I- ~ e $ • O
m - - -I- - - - - o - .p.._ - _ ~ ~ - ~,~y, ~ r _I~. HI~iHWATER-°-_------ r ~~~J,` + ~ • r
~ - ~ - - - / `i' v y _ - EDGE OF 404 a ~4' " ~ ` ~ WETLANDS AND )4 " ° - - s- LINE y - ~ $ eQ' AND ~ ° \ \ ~~°o •®®~~Q\G
~ 4 - ~ ~ ~ - - ,,..I- - - ` J'~- / Ji ~L ~Y W v COASTAL WE i LAND LINE E i LAND LINE ~ ~ °•c~
- - -2- ~ / - m ~ f) GENERAL NOTES:
~ ~ I ~ EDGE OF 404 ~e ~ WETLANDS
S ~ DSI DSZ ~ ~ I. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGRO m - ~ ~ / CLEAN EXISTING - - - - - - - ~ START OF CONSTRUCTION. 2 ALL UNDERGROUND UTILITIES PRIOR TO THE 6. CONTRACTOR SHALL GRACE/SUPPORT ALL POWER POLES ADJACENT TO PROJECT AS REQUIRED FOR CONSTRUCTION. I
J ~ ---------3--- _ -3---- - LINE OF SEDIMENT -_...__-3--- - ® - 2. THE UNDERGROUND UTILITIES INDICATED ON THESE PLANS HAVE BEEN TAKEN FROM 1 :N TAKEN FROM INFORMATION MADE AVAILABLE 7. REVERSE OSMOSIS CONCENTRATE LINE SHALL HAVE A MINIMUM OF 3.0° °
) ~ EoGE of 404 wETLANDS AND FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL E ~ coasTAL wET~AND LINE AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITI LUSIVE OF ALL EXISTING UNDERGROUND UTILITIES DEPTH OF COVER. s ~P ~iy !RGROUND UTILITIES AND CABLES MAY EXIST 8. CONTRACTOR SMALL FINE GRADE EXISTING ROAD SHOULDER AT THE END OF ~ ~
s p ~ CONTRACTOR SHALL PRESSURE TEST EXISTING WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUN fHE UNDERGROUND UTILITIES ANO CABLES COULD EACH DAYS WORK. DISTURBED AREA SHALL BE STABILIZED AS SOON AS x' ~ 0~~ IUCTION AS SHOWN. THE OWNER WILL WORK WITH PRACTICAL WITH PERMANENT SEEDING AND/DR EROSION CONTROL MATTING ~ ~ ~
( - PV~© Z79% - _ ~ 2t1 ®.J50 PSI. LOCATE CONFLICT WITH THE REVERSE OSMOSIS CONCENTRATE LINE CONSTRUCTION AS SHOD ' s _ _ L0 OR_ OyRS - - - - THE CONTRACTOR TO REALIGN THE REVERSE OSMOSIS CONCENTRATE LINE AND APP - - ~ - - - - - - _4- - _ - - _ _ - - - - - - 4° ` - I AND REPAIR ANY LEAKS. THEN, EXISTING 6° ¢.1 Q ~ i; us fE LINE AND APPURTENANCES TO M~IMIZE WHERE SLOPES EXCEED 4a1. 6 ~ a,~ z
- - (EDR) BLOWDOWN LINE SHALL BE "PIGGED" AND CONFLICTS. THE OWNER i~ILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATI I2AL COMPENSATION DUE TO THE PRESENCE OF 9. ALL COMPONENTS OF THE REVERSE OSMOSIS CONCENTRATE LINE SHALL BE ~ pU u~'i N ~ PLANS. PVC OR MDPE. DUCTILE IRON PIPE FITTINGS AND VALVES ARE NOT ~~i ~
~ SWAB CLEANED TO THIS STRUCTURE. CONFLICTING UTILITIES ANO CABLES THAT ARE NOT SHOWN ON THE PLANS. ~ SILT 3. SEE PLAN AND PROFILE FOR PIPE MATERIAL. ALLOWED. I PROJECT ROUTE FOR INSTALLATION OF THE 10. N0 ADDITIONAL PAYMENT SHALL BE MADE FOR FITTINGS NECESSARY TO DECTIONAL DRILL ~~~'p
~ FENCE - - - - j - ` ` ` - - - - - - -5`- - 4. CONTRACTOR IS ADVISED THAT CLEARING MAY BE REQUIRED ALONG PROJECT ROUTI REVERSE OSMOSIS CONCENTRATE LINE. CLEARING LIMITS ARE NOT DESIGNATED ON DESIGNATED ON THIS SET OF DOCUMENTS ANb INSTALL THE REVERSE OSM0515 CONCENTRATE LINE DUE fiO REQUIRED OPEN CUT PROPOSED ~ ~ PROPOSED 440 L.F. N
" ~ CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO VERIFY ACTUAL FIELD EXISTING - ~ - - -5"' - ° - - - - I - - 5. EXISTING ORIVE~'AYS, MAILBOXES, SIGNS, LANDSCAPING ANO PIPES DAMAGED/DISTUI 'Y ACTUAL FIELD CONDITeONS. ALIGNMENT VARIATIONS. PVC dAWWA C9OO OR- 10~® SDR-9 HDPE I DAMAGED/DISTURBED A5 A RESULT OF IL IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND Floe, REVERSE OSMOSIS REVERSE 0 SIS
~WOOOUNE Fiber oPt~c RECEIVING PIT - - - - - - - - ` - - - -G®- -i~` - - - - Pedesiol EXISnNG wooouNE CONTRACTOR S ACTIVITIES SHALL BE REPLACED OR REINSTALLED T4 O~GINAL GRA f4 ORIGINAL GRADE AND CONDITION INCLUDING h~A1NTAIN A SUITABLE STRAND OF GRASS FOR THE TERM OF THE CONTRACT. oPll~ CONCENTRATE LINE CONCENTRATE LINE
` ` - - G- - ° - - - - - - - - - r I _ _ _ REPAIRS OF HEADWALLS AND RIP°RAP OUTLET PROTECTION. THIS SHALL ®E 1NCLUDI - - - - -7 AND NO SEPARATE PAYMENT SHALL BE MADE. CONTRACTOR MAY DIRECTIONAL ORq.I - U - - 0 ® 7- GF® - - 0 " GFO UGfO - FZ) ~GFO-- GFO-UGFO-UGFO-UGF DRIVEWAYS RATHER THAN OPEN CUT. CONTRACTOR MUST REQUEST AUTHORIZATION ',HALL BE INCLUDED IN THE COST OF THE WORK 12. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO Pedestal IRECTIONAL ORq.L UNDER ANY EXISTING BEGINNING OF LAND DISTURBANCE ACTIVITIES.
- - C ~ - - CW - ~ ®CW - - - ® - v _ ~ ~ ~ _ ~ - - - - - - -e- - - ENGINEER PRIOR TO COMMENCING WORK AND MUST SUBMIT A PLAN SHOWING THE PRI AUTHORIZATION TO DIRECTIONAL GRILL FROM I3. TWE CDNTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS B OBTAIN k ~ SHOWING THE PROPOSED LENGTHS ANO MATERIALS APPROVAL FROM THE NC DOT PRIOR TO ANY CONSTRUCT ANY ~ ~
- - - I _ _ - - _ - - - - - - _ - - ®s~ '9 TO BE USED. THE COST OF THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE _UMP SUM PRICE AND NO SEPARATE PAYMENT REDUCTION IN TRAFFIC FLOW MUST BE APPROVED BY THE NC DOT. ' ~
® ~ _ ~ ~ _ - _ ~ _g ~ - ~ - - ~ - - -9 ~ ` - - - - - - ~ SHALL BE MADE. ~ - - -10- _ - - _ - ~ _ ~ - - I4. ALL PVC FITTINGS I! PIPE BELLS SHALL BE IBESTRAINED AS REOU~ED, I ~
-UGFO-UGFO-UG~O-UGFO---~UGFO-UGFO---UGFO-UGFO-UGFO-UGFO-UGFO-UGFO-UGFO- G UGFO- GFO--UGFO--W-UGFO-UGFO-UGFO-UGFO o ~ ~ m
STORM MANHOLE JACK 5 BORE UNDERNEATH FRAME: 9.27
INV. 6" PVC EL.: 4.75 .C, ~ ROAD ~f 50 L.F. (MI UM) 5~ N 339,161.994 0 E 2.582,354.916 _ - - ` ~
113"e STEEL CASING (MINIMUM 2~D P T-P .__ELEV...IO.D2_.....--------~o----_..__.---- ~ r
- 0.375° WALL THICKNESS). '-^!0^ ~ Irrigation
i ~ - o .r, ,.,tom - Valve - ~ _ - - - w Cp
-UGFO-UGFO-UGFO--^UGFO-~--~,UGFO USiEO_ FO-+=- =_U.G_F'Q_` U6F~0~-•~-UGEO,~=IJyE -UGFO ~dJFf Q„-l1G.F0.-= rc~=~F F~UGFO-UGFO =UGFO I~fO-U --~`.~0-y-~---U! I L ~"0-~--U„~---=,.~=0=~ UGER,. =U,GFO= UGFO-UGfO-UGFO-UGFO--____UGFO----_ UGFO~---UGFD--'-U6F0--"'UGFO ~ ~
~ - - - C'NTROLPOINT ~ _-s-- & ~ --.._9_~- ~ ~-v- --ui- ~ ---s-~~~-- ~ --9-- W ~4 N /~y~ Ed .A - - - - ° - - - ~ ~ ~ .J- ---a _~~~g ~ UGfO~--UG~FO^~ UGFO-°-~-- ~ _ - ^ - / \
W "1601 ® - - - - - ~ - 4~ th
N X39 602.7A - ~ Fiber Oplm - - e est - ' O E ,592,580.65 ~ o - --r- . T- - - - _ - - -T- - - - - _ -BORE11'~ _ - - - - _ ~ _ _ .r.7°-- - `T"' - ~ \ ~ Flber Optic ~
ELEV.. 7.62 EXISTING OHP OHP OHP ~ WOODLINE ' - - _ ° _ . ~ PROPOSED 8'® PVC Peaeslel ~ - - ° - _ - ~
OHP OHP DHP OHP OHP OHP ~ _g- - - - - - _ ga 6- - CAUTIONIII FIBER --~-----------G----------'--. - oHP - oHP ° " oHP o ,P OHP oHP OPTIC PEDESTAL REVERSE OSMOSIS_ ~ ~.^-6-` c ~
a OHP OHP OHP OHP _ OHP - _ ~ , - - - - - - - - -CONCENTRATE LINE - -
dH0 SILT GHF~~ ' df?P OHP OHP - OHP ~ dH0 dH0 dH0 dH0 dH0 dH0 HO OHP 0
d OHP - OHP OHP OHP FENCE HP ~ DHP OHP OHP OHP OHP OHP OHP 0}{P OHP ....~q_ - - - . - - _
DHP OHP OtIP OHP OWP
---4----®- -4- -----''-4---_DHP_ OHPi OHP~ OHP DHP =_-0~yP.,~~ -4--"'-------- OHP OHP = OHP OHP - DHP---ONP---DHP-----DHP-DHP-DHP----DHP-OHP--~-- OHP OHP - OHP OHP HP--- aa~~ - - - . ° - v - ~ - - - OHP OHP OHP OHP OHP OHP OHP OHPQ `OHP OH~f -.z OHP OHP OHP OHP OHP --,_~OHP OHP oHP FENICE CONNECTION P NP~
P'-..- OHP OAP - OHP OHP OHP OH OHP OHP ii OHP OHP OHP OHP OHP - OHP oHP - FLANGE ~ - aFiP aFtP - ..e- EHP--_-..~.pl~P.~_,-e_ OHF OHP OH
- - m r.. .~..--..Q._~_ ~ - - m OHP DHP_--.3OHP ;,~H OH _ _ _ _ "'o-. P OHP - '----`aFiPt OHP - OHP - - - - - ti - P.r.P ~ OHP p~
-3- F / _ OHP OHP - OHP - - - ° - OHP OHP OHP OHP OHP ~ _ ° Z
/ i - - - ~p._ - - OHP OHP OHP OHP OHP HP 0 ~ - "'E 9&E OF 404 OHP
- - - ~ / WETLRICDR` EXISNG
- - 2- W W ~v W ~ ~L y ~ y \V y ~ v ~ ~Y \
~ ~ ~ ` ~ VA y v. y y\ i y ~ ~ .t, ~ ~
EDGE~F 404 . ~ Dsl QS~ \ ~ WETLAND ~ J _ J ~ E LINE ~ ~ ~ -
~ / WETLANDS` / ~ ~ i " , DSI DSZ EDGE Of 404 COASTAL r- - - " 4, / ~ ~ EDGE OF 404 WETLAN03 LINO " ~ ~ - - - - wETLANDS - WETL ' / ^ -~.I'.- - COASTAL COASTAL WETLAND ~ ~ - - l ` - f.'!.- ' - - ~ _ - I- - 9ilD' _-I_ --------~-------~'f~ -
WETLAND LINE ~ ~ ` ~ / - LINE ORDINARY 30 0 !5- 30 ~ 60 ~ i20 , - ~ ~
UNE P ° -'0. ~ APPROXIMATE ORDINARY HIGH WATER ~ r-~rl~s _ ~ r ~-.EDGE OF 404 ~ ~ ~ m I ~l4fTiAND LINE APPROXIMATE J ~h~~f~ * ~ ,c- i r~ 1 .
i " ~0`'~ ~ ' EDGE OF WATER HIGH WATER EDGE OF WATER ~ t ~ _ ~ ~ ~ ~ ~ ~
LINE - -0- ~ i ~
® ~ ~
EMERALD ISLE DRIVE - N.C. HW 56 ~ ~ ~
200 R/W ( SPHALT-PUBLiC
SC H : i" ~ 30' u ~ ~ o ~
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d
~ RECEIVIN PIT BORE P o ~ o
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(APP OXIMATE LOCATION)
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JUB Nn: J-21829.OOnQ
DATE: 4/29/i0
~ ~ ~ ® ~ ~ ~ cc DRAWN: ~----°ALC
~ ~ r ~ ~ ~ ~ ~ ~ m m m ~ ~ ti ~ r~ ~ P ti ti ~ ~ ~ w ~ pESIGNED: MFY REVIEWED; MFY
APPR®VED: MFY
SCALE: HORZ: 3n' VERT: 3°
3 0 31 90 32 40 33 00 33 60 34 20 SO 29 4~0 30 00 30 6O 1 2 34 20 34 80 35 40 36 00 36 60 33'20
I I
i i~_~

ORDINARY -
HIGW-WATER 'a. LINE
®,m°ae°~d1b
~ o GENERAL NOTES.
S ~ 3° T FY S D ~ . ) ~ I. CONTRAC OR 0 4fERl IZE, E( ~ ~ s UNDERGROUND UTiLITiES IaRIOR Tt VERIFY SPZE, DEPTH, MATERIAL AND LOCATION FOR ALL 6. CONTRACTOR SHALL BRACE/SURPORT AILPQWER POLES 1"iLITiES PRI06~ TO THE START OF CONSTRUCTION. ADJACENT TO PROJECt AS REQUIRED FOR CONSTRUCTION. p
APPRaxIMdTE E. THE UNdERGR0UN6 UTILITIES INDIA ~6 UTILITIES IHI~ICAT~ ON THESE I~I.ANS HAVE' SEEN.TAKEN FROM 7. REVERSE OSMOSIS CONCENTRATE LINE SHALL H~VE`A ,.o,.? ~;ta~
~ - EDGEOF WATER ~ INF®RMATION Pc9ADE A~AILAbLE ~I _ INFORIAA710N 1S NOT IRCLUSI~IE 0, - coasraL CARLES:'dHE CONTR,~CTOR IS'A I OTAINCLUSBiIE QF~ALL E%I5T9NIG~UNDERGROUNDNUTILITOE5 AND S. COW RA OR~SHALL F6NEFGRADEREXISTINGROAD SHOULDER ~
y \ P WETLAND dTRACTOR IS ADVISE63 THAT pDp9TIONAL UNDERGROUND UTILITIES AT THE; END OF EACH DAYS WORK: DISTUR6E0 AREA SHALL ~p°°®ey,®ae°°° t4` ~ EXIST ~9HICH kRE id®°C SHb~1N ON THE PLANS:;PLEASE`DE ADVISED 9E 3TAI3~~ED AS SOON AS PRACTICAL WITM PERMANENT ~ oER~
~ LINE AND CA®LES i~9AY EXIST ~9kICFl AF y \ THAT TWE UN9ERGROUY~D UTILITIE =GROUND UYILITiES AiVD CA®LES COULD CONFLICT S+ITH 7'FIE SEEDING AND/OR'EROSION'CONTROL MATTING WHERE:StOPES
C ~ REVERSE OS~gOSIS CONCENTRk'iE 9 v. ~ ~ORI~ ~31TH THE C06~TRACTOR TO.':. S CONCENTRATE LINE GQNS3°I3UCTION` AS SHOIMN: THE'dWNER IIriLL EXCEED 4:1. CONTRACTOR TO REALIG~l,THE REYERSE'05~SOSIS CONC TE 9. ALL COMPONENTS OF THE REVERSE OSMOSIS'.CONCENTRATE
WETLANDSO4 " ~ LINE: AI~O A.APURTE~lANCES TO A~II ~E~ANCES TO A~l161MIZE CONFLICTS. THE OWNER WILL, NOT'CONSIDER LSE SHALL RE PVC 0R HOPE. DUCTILE IRON<~PIPE FITTINGS
!N ~ REQDEST FOR'AD(~iTIO~lAI COMP ~ _ UTII:ITIES kNO CRI~LES THAT;ARE IDiTIONAI CONIPENSATION DUE TO THE'PRESENCE OF CONFLICTING AND VALVES=ARE NOT ALLOWED. III:LES THAT ARE IVOT SH®VtN ON THE PLANS. 10. NO'ADDITIONAL P'AYMENT'SHALL 13E,MADE~FQR FITTINGS
~ ~ 3. SEE ~LA~ AND PR~aFILE FOR'PIPE 4: ;:CONTR~~CTOR IS ADdISED TWAT C ROFiLE FAR !$IPE MATERIAL. NECESSARY 01NSTALL TWE REVERSE OSMOSIS ADVISED TWAT CCEARIPdG'Mi4Y SE<REQUIRED ALONG PROJECT ROUTE CONCENTRATE LINE DUE TO REQUIRED ALIGNMENT ~~P
~ ~ FOR INSTAkLATION OF THE RE~EI 9N OF THE REVERSE OSRi051S CONCENTRATE LINE. CLEARING VARIATIONS. ~ ~
) ~ / \ LI~RiTS €~RENOT DESIGNATED' 09d ~ / VISIT SITE PRIOR TO SUI~RIITTING'I DESIGNATED ®N THIS SET OF DOCUMENTS AND CONTRACTOR SHALL li. iT HILL DE THE RESPONSIBILITY OF TWE CONTRACTOR TO Tb SUI~NIITTiNG ®ID TO VERIFY ACTUAL FIELD CONDITIONS. ESTADLISH AND MAINTAIN A SUITABLE STRAND OF GRASS FOR ~a>' ~
5. `EXISTIRIG DRIUE~'A,YS, t~All;>I~AXES ~v/ ~ ~ A,YS, MAILBOXES, SIGNS, LANDSCAPING'AND "PEES THE TERM OF THE CONTRACT. s ~ a ~
\ DAMAGED/DISTURBED AS A RESU1 / \ \ REPLACCD OR REiRSTALLED TO 0 213ED AS A RESULT OF CONTRACTOR°5 ACTIVITIES SHALL BE 12. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE ai ~ ~ 4,:~ :INSTALLED TO ORIGINAL GRADE AND CONDITION INCLUDING REPAIRS INSTALLED PRIOR TO 9EGINNING OF LAND DiSTUR®ANCE ~
/ \ - \ OF NEAD~ALLS AND R1P-RAP OUl ~ ~ APPROxIMdTE AND R1P-RAP QUTLET PR®TECTIONo THIS SHAIL''8E INCLUDED 1N THE ACTIVIT~S, IRK AND NO SEPARATE PAYMENT SHALL ICE MADE. CONTRACTOR 13, THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS >A
N ''DRILL --'z- - - - - ` \ ~ EDGE OF WATER COST OF THE t~ORK AND ~9O SEP~ I OPEN C61T PROPOSED D , CTIO AL - - MpY DIRECTIONAL DRILL UNDER A DRII.:L Uf~DER .ANY EXISTING DRIVEWAYS RATHER THAN OPEN CUT. OBTAIN:iAPPROVAL FROM'THE NC DOT PRIOR TO ANY
R-B PROPDSEO 0 L.F. - -3-,- - - ORDINTRY \ ` PVC (AURA C900 0 ® WicH ~A E~ ~ CONTRACTOR_MUST RE®UEST AUl 10 SDR-9 NDPE 6 - ---4- ~ ` _....LWE \ \ ~ EN6IMEER,PRIDR TO 60NNENCINGe ST RE®UEST AUTHORIZATION TO`DIRECTKINA6 DRILL`°FROM CONSTRUCTION.- ANYREOUCTWN`IN TRAFFIC`FLOW MUST RE TQ COMMENCING 6~ORI~ AND MUST SUSNIT A`PI.AN SHOWING THE APPROVED®Y THE NC DOT.
REVERSE OSMOSIS REVERSE OSMOSIS ~ \ ~ ~ PROPOSED LENGTHS AND f~ATERIi CONCENTRATE L9NE COPdC~TRATE LINE ~ ~ ' ' ~ BE INCIUDED'IN THE LUMP>SUP~'PI THS AND MATERIALS TO BE USED. THE COST OF TMIS'WORK SHALL 14: ALL PVC'FITTINGS B PIPE 03ELLS SHALL 6E:RESTRAINED AS
' \ t IHE I:UNP'StIM PRICE AND'NO SEPARATE PAYMENT SHALL 9E MADE. REOUiRED.
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APPROxfMATE ~ 1 { IN FEET) ~ s
SCALE: 1 - 30 EDGE OF WATER i inch = 30 ft.

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J6 N0: J-21829.0®DD
DATE: 4/29/10
~ DRAWN: ALC
6V ~ 16~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ d' ~ dd9 10 Id! 4V ~ ~ 1 IfD lW M W ~ f` f` t9 d® i0 1 1 1 I 1 1 1 1 1 1 I ~ en DESIGNED: MFY REVIEWED: MFY
APPROVED: MF'Y
SCALE: HORZ: 30' VERT: 3'
ss o ~s ao ~s so ~o zo ~o so 41 ~0 42 00 42 so ~o so 42 60 43 20
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