41384_BAY RIVER METROPOLITAN SEWERAGE DISTRICT_20050429

_ -
r A4 'Do A
1 1CAMA / '_J DREDGE & FILL
GENERAL PERMIT
C-1New JModification I -!Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
Applicant Name 'f +�?dl`^�'r tl rr+I ��� L1' f� Project Location: County `
Address �`
0 -7J -,T Street Address/ State Road/ Lot #(s)
city State State N ZIPJ ) _
. «i a.
Previous permit #
Date previous permit issued_
�. M Rules attached.
1;
Phone # ("'')
f Fax # ( )
Subdivision N�
�� r'� ( J CnS�" w�, /,)A
0/ ; c' 1
f
/V 'tA
Authorized Agent
City
ZIP
C CW
CHEW L`3'PTA [9 -ES
Phone # ( ) .. -
/
River Basin 1v � b �"
Affected
ElOEA
AEC(s):
❑ HHF El 1H ElUBA El N/A
t!,re
Adj. Wtr. Body �� �'� Ct at unkn)
❑ PWS:
El FC:
ORW: yes /(no
PNA (yes / no Crit. Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
ef- 40t) Jt, ? e f l ✓.'f ,
Pier (dock) length
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore_
max distance offshore "
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
I j Tr)
_ I�✓ T� Cs*'
(Scale: )
Beach Bulldozing
{ 10gv
Other �y, c f
Shoreline Length 1
SAV: not sure yes o
Sandbags: not sure yes n '
Moratorium: n/a yes i i
Photos: yes
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
I -c
L O y
Or ..`?U 16() l)
Agent orApplicant ri licant Pto ame
Signature ** Please read compliance statement on back of permit **
--"' /0611)--
Application
061iz_Application Fee(s) Check #
i
Et See note on back regarding River Basin rules.
Permit Officer's Signature
Li -- �- 41.--U a
Issuing Date Expiration Date
e. e,• >� Oro FA
% G I%C 5
Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
www.nccoastalmanagement.net
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

'SAMA / 1�'6REDGE & FILL N? 41384
GFNERAL PERMIT Previous permit # /1114- - C
"New Modification F1,Complete Reissue EPartial Reissue Date
revious perm—it issued IV
P
As authorized by the State of North Carolina, Department of Environment and Natural Resources Q 1400 t? 0 p
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
�`y� -, L_+ •Q %}� � r C
�, f�� ,p �ules attached.
Applicant Name p `� J" f`Va> p �2✓ T Project Location: County i% ".1 A' o
Address U �'O �Street Address/ State Road/ Lot #(s)
City ��oro StateNC ZIP-f'ld-e
Phone # (�' ) "7Y �" yd" - Fax # ( ) Subdivision VA
Authorized Agent c �y''^ C'" t C�`S��/ P�" City ©r�` "�"'� / ZIP �7
Affected �+L4v F ---EW �TA �s G PS's Phone # ( ) Rive/r� Basin /VG----
AEC s : ❑ 0EA :1HHF El IH ElUBA Fl' N/A Ad' Wtr. Bod ����' �`k a lunkn)
❑PWS: El FC: iy— nat !�
COW yes /0 PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body
N ��✓�.-
c aJ- +1 l�
Type of Project/ Activity �`"`� � `�� �`�� ��'� c 7C `� �� � % �ij1Q- atnQ
�00 -fio �R cjai ��.Qw0.fems- ,� ��). /.,� (Scale: A/0 )
Pier (dock) length �-
Platform(s)
{
Finger pier(s)
Groin length Jr ! k
6'4-W4Y 11� `Or LA
number —
Bulkhead/ Riprap length '^
avg distance offshore
max distance offshore
Basin, channel -- - KG"Ke` y�ry^�f �af+ l/ /p �. A�•,� %°�.YL- -. B.attC �v�_.... -
cubic yards f V1✓ 2�r�Tf 1V'Q 0 173 9 P
Boat ramp _
Boathouse/ Boatlift
Beach Bulldozing
Other j r% rr �T�ls•j�p►tG u���r/+iC 1 _ ..
J
a :- g, you
Shoreline Length - - -- -- - —
SAV: not sure yes
Sandbags: not sure yes
Moratorium: n/a yes
Photos: yes th5�
Waiver Attached: yes no ----_-_-- -
A building permit may be required by: 6`rr-a -bee note on back regarding River Basin rules.
Notes/ Special pConditions _eJ_Tl� u/w� �rL� '^cr"N% /L'^'✓e� m"" i ��`cc°� r•n ,c i✓a9 �i'.'�^•Q �v��thj J
4,/4t All �:4e Jl IY _e�J,A^+-7LD /'l)iU1r^ ?h 1✓x4r/--tl ilk / 0 / 0'fl� L✓4*wwJj
V'4.gffr<rJ ew-6-rfix `J
a"J so -1-0 c Flt. o� Ey'lH. bop �P/tY
Agent or Applicant Printed Name
Signu a * Please read compliance statement on back of permit **
ADDlication Fee(s) Check #
Permit Office's Signature
Issuing Date Expiration Date
1�qa►,I1?co (.0.
Local PlanningJurisdiction Rover File Name

rA
A7i-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
May 2, 2005
McKim & Creed Engineers, P. A.
200 MacKenan Court
Cary, NC 27511
Dear McKim & Creed Engineers:
Attached is General Permit #41384C- to construct 30,755 feet of 8" wastewater utility line and
28,400 feet of reclaimed water utility lineon the north side of SR1317, Oriental, NC
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white
copy for your files and return the signed yellow and pink copies to us in the enclosed, self-
addressed envelope. If the signed permit copies are not returned to this office before the initiation
of development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
Stephen Lane/lsb
Coastal Management Representative
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

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SECTION .1600 - GENERAL PERMIT FOR THE INSTALLATION OF AERIAL AND SUBAQUEOUS UTILITY
LINES WITH ATTENDANT STRUCTURES IN COASTAL WETLANDS: ESTUARINE WATERS: PUBLIC
TRUST WATERS AND ESTUARINE SHORELINES
15A NCAC 07H. 1601 PURPOSE
A permit under this Section shall allow for the installation of utility lines both aerially and subaqueously in the coastal wetland,
estuarine water, public trust areas and estuarine and public trust shoreline AECs according to the authority provided in Subchapter
7J.1100 and according rules in this Section. This general permit shall not apply to the ocean hazard AECs.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A-113(6); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. August 1, 2000; August 1, 1998.
15A NCAC 07H .1602 APPROVAL PROCEDURES
(a) The applicant must contact the Division of Coastal Management and complete an application form requesting approval for
development. The applicant shall provide information on site location, dimensions of the project area, and his name and address.
(b) The applicant must provide:
(1) confirmation that a written statement has been obtained signed by the adjacent riparian properly owners
indicating that they have no objections to the proposed work; or
(2) confirmation that the adjacent riparian property owners have been notified by certified mail of the proposed
work. Such notice should instruct adjacent property owners to provide any comments on the proposed
development in writing for consideration by permitting officials to the Division of Coastal Management within
ten days of receipt of the notice, and, indicate that no response will be interpreted as no objection. DCM staff
will review all comments and determine, based on their relevance to the potential impacts of the proposed
project, if the proposed project can be approved by a General Permit. If DCM staff finds that the comments
are worthy of more in-depth review, the applicant will be notified that he must submit an application for a
major development permit.
(c) No work shall begin until an on-site meeting is held with the applicant and appropriate Division of Coastal Management
representative so that the utility line alignment can be appropriately marked. Written authorization to proceed with the proposed
development will be issued during this visit. Construction on the utility line must begin within twelve months of this visitor the
general authorization expires.
History Note: Authority G.S. 113A-107(a)(b); 113A -113(b); 113A-118.1; 113A-229(cl);
Eff. March 1, 1985;
Amended Eff. January], 1990.
15A NCAC 07H .1603 PERMIT FEE
The applicant must pay a permit fee of one hundred dollars ($100.00) by check or money order payable to the Department.
History Note: AuthorityG.S 113-229(cl); 113A-107; 113A -113(b); 113A-118.1; 113A-119; 113A-119.1;
Eff. March 1, 1985,-
Amended
985;Amended Eff. August 1, 2000; March 1, 1991.
15A NCAC 07H.1604 GENERAL CONDITIONS
(a) Utility lines for the purpose of this general permit or any pipes or pipelines for the transportation of potable water, domestic
sanitary sewage, natural gas, and any cable, line, or wire for the transmission, for any purpose, of electrical energy, telephone and
telegraph messages, and radio and television communication.
(b) There must be no resultant change in preconstruction bottom contours. Authorized fill includes only that necessary to backfill
or bed the utility line. Any excess material must be removed to an upland disposal area.
(c) The utility line crossing will not adversely affect a public water supply intake.
(d) The utility line route or construction method will not disrupt the movement of those species of aquatic life indigenous to the
waterbody.

(e) Individuals shall allow authorized representatives of the Department of Environment, Health, and Natural Resources to make
periodic inspections at any time necessary to ensure that the activity being performed under authority of this general permit is in
accordance with the terms and conditions prescribed herein.
(f) This general permit will not be applicable to proposed construction where the Department has determined, based on an initial
review of the application, that notice and review pursuant to G.S. 113A- 119 is necessary because there are unresolved questions
concerning the proposed activity --s impact on adjoining properties or on water quality; air quality; coastal wetlands: cultural or
historic sites: wildlife; fisheries resources; or public trust rights.
(g) This permit does not eliminate the need to obtain any other required state, local, or federal authorization, nor, to abide by
regulations adopted by any federal or other state agency.
(h) Development carried out under this permit must be consistent with all local requirements, AEC guidelines, and local Land
Use Plans current at the time of authorization.
History _'Vote: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. May], 1990;
RRC Objection due to ambiguity Eff. May 19, 1994;
Amended Eff. August], 1998; July], 1994.
15A NCAC 07H .1605 SPECIFIC CONDITIONS
Proposed utility line installations must meet each of the following specific conditions to be eligible for authorization by this
general permit:
(1) All domestic sanitary sewer line requests must be accompanied by a statement of prior approval from the NC
Division Water Quality.
(2) All spoils which are permanently removed must be placed on a high ground disposal site and stabilized so as
not to return to waters, marsh or other wetlands.
(3) Any additional backfill material required must be clean sand or rock free of organic matter.
(4) Cuts through wetlands must be minimized.
(5) Finished grades or subaqueous or wetland crossing must be returned to preproject contours.
(6) There can be no work within any productive shellfish beds.
(7) No excavation or filling activities will be permitted between April 1 and September 30 of any year within any
designated primary nursery area.
(8) Subaqueous lines must be placed at a depth of six feet below the project depth of federal projects. In other
areas they will be installed at a minimum depth of two feet below the bottom contour.
(9) The minimum clearance for aerial communication lines or any lines not transmitting electricity will be 10'
above the clearance required for bridges in the vicinity.
(10) The minimum clearance for aerial electrical transmission lines shall be consistent with those established by the
US Army Corps of Engineers and US Coast Guard.
(11) The installationof a utility line on pipe bents or otherwise above the elevation of mean high or mean ordinary
water must be of sufficient height to allow for traditional navigation in the water body. Additionally the utility
line must not interfere with the waterflow of normal or flood waters.
(12) Natural gas lines must not exceed 11 inches in diameter.
History .Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985,
Amended Eff. August 1, 1998.

McKIM & CREED ENGINEERS, P.A.
200 MacKENAN COURT
CARY, NC 27511
PH: 919-233-8091
REMITTANCE ADVICE
l
DOLLARS
BST QQ �1
Branch Banking an Company II
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I _�8 q
�u•OL064211' 1:05310L120:5211S25322116
1.
66-112/531
10642
CHECK ^
AMOUNT t r—

APr,29. 2605 4.15PM No.6476 P. 1
DESIGNATED RECIPIENT
COMPANY: L (v M A -
SENDER:
MCKIM&CREED
200 MacK C
enan ouzo, Scute 200
Cary, NC 27511
Tel: [phone]
Fax: [phone]
FACSIMILE TRANSMITTAL
�-"' e FAX NO: a a;.- 2' "� -� 3 3 0
NUMBER OF TRANSMISSION PAGES (Including this page): Ll
DATE:
TIME:
PROJECT N BER NS4 -0008 PROJECT NAME
. �f SISOUROGNAL ❑ HARD COPY TO FOLLOW
COMMENTS: * * IF NOT CORRECTLY RECEIVED OR PAGES FAULTY, PLEASE CALL SENDER AT 919/233-8091 **
REMARKS:
�' 4ce� (-4 p�,,A
ATTENTION
THE INFORMATION CONTAINED IN THIS FACSIMII,E MESSAGE 1S PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED
ABOVE. IF THE READER OF T41S MESSAGE tS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OF/QR AGENT RESPONSIBLE TO DELIVER R TO THE INTENDED RECIPIENT, YOU ARE HEREBY
NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICAJION IS STRICTLY PROHIBITED. IF YOU HAVE RMWED THIS COMMUNICATION IN ERROR, PLEASE
NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S, POSTAL, SERVICE, WE WILLREIMBURSE YOU FOR ANY COSTS INCURRED.
L:\MCE\STDFORMS\Word\M&C FACSIMILE TRANSMITTAL 2005.doC . REV. -042795

Apr.29. 2005F 4:15PMS PM NC DIV OF COASTAL MGMNT FAX NO, 4 No.6476 P. 2P, 02
`A'Al"A / -''-6m1iM >GF. & 1`QLL N° 41,384
GFNERAL PERMIT Previous permit w_
A w "modificafirxt 1 ;Com(alete Reissue Partial Reigxue Date previous pafmlf i5SU6d
X; nt tY,nrizeJ by rho Stlrta. of North Corclinn. Oppa tmrnt cf Environment and Natural Resources /600 L00
,Vld Ll';e C_oAl tll Rc-x)urc.us Cvntn+ln,zlon in an dre3 or o.m(ronmentil G ncp-rr, pursuant to 15A NCAC
^ a - Aules 3mched.
Appl cam Narno �" ° ar.r-��t� r►�o )� ._- fuf Project 4ociclon; County---
p�rlr;}jc�� Street Address/ State Road/ Lot #(s)
� f C J -/r ft%o rf� .ridgy. e �.J-!� /3� 7
CityJ'�� ��� to Swte � zip �� ... ...... _
ihun,: ,rl (. • �) , Fix Subdivision u/ _......
Al lt,h,JYi1: d A'�nt ...._� t-/��.a�,..a°_ Cr_zct % /n t•��� /. /f r Cir Or l , ....:.. N ..- ZIP-- !/ ,. -- .._ ......
Ati4ct cci -'rElk I -'MA SEs I—, PI's phone # ( )..._--.-~ .--- _ Rivt:r f.�Wn IYt'ir`_
'Orli 1.IMldf 11N I7U6A r-tN/A prclw
w Ad(. Mr. Body ..., ... �k
WWS t_ rir —IV G � �✓Cl
Jit\+J: yes l�in� _ PNAy Cy:� / no Crit.142b. yea no
Closest MsJ. Wtr. Body. .
X71
C r/ 4,1 L r r r
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f'iai (d4�k1 kn��at �^'
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i�L,ll1,t.,r!/ il;i,r.i�; trnf;tlt "�1 C( �v r ���('�-t j Fl,i' E•d L✓jGJ' ! •\` E / f%a'.r,//` L l� .•�'i.�_—
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e}
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�MCK1M&cizF,ED
April 28, 2005
Mr. Stephen Lane
CAMA — Morehead City Headquarters
400 Commerce Ave.
Morehead City, NC 28557
RE: Bay River Metropolitan Sewerage District
CAMA Permit
Dear Mr. Lane:
M&C 01259-0008 (10)
Per our conversation this morning please find attached the check that you had requested. I
faxed the raw wastewater force main permit to you yesterday. Please let me know if you did
not receive it so that I can resend it to you. With the receipt of these two documents you should
have all the information required to issue this permit.
As I mentioned on the phone we have a preconstruction conference scheduled for Tuesday. As
such, please fax me a copy of the permit once you issue it so that we can show it to the
contractors in our meeting. Additionally, please call the USACE in order to notify them that the
CAMA permit has been issued. Once they have this information they should be able to issue
the Nation-wide 12 permit for this project. Thanks for your help and please contact me if you
have any questions.
Sincerely,
McKIM & CREED, P.A.
n
Patrick S. Allen, EI
Civil Designer
Cc: Kevin Eberle, PE
S: \ 1259 \0008 \ 10 -Comm \0428051ane(cama ).doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

DIVISION OF COASTAL MANAGEMENT
TO:
OFFICE:
TELEPHONE:
FROM:
Re:
Re:
A7i-A.
NCDENR
NORTf+ CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
PLI�" < It �%Oq�
-------------------------------------------------
-------------------------------------------------
�r Z' „
Morehead City Office
400 Commerce Avenue
Morehead City, NC 28557-3421
Voice: 252-808-2808
FAX: [phone]
DATE SENT:
TOTAL NUMBER OF PAGES, INCLUDING COVER SHEET:

`16AMA / �REDGE & FILL N? 41384
GENERAL PERMIT Previous permit # /��
,4-- --
ew ❑ModificationComplete Reissue 'Partial Reissue Date previous permit issued IV _
As authorized by the State of North Carolina, Department of Environment and Natural Resources d
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC /
�� ules attached.
Applicant Namey •P� - wz��A IBJ ` Project Location: County ®��"I c-°
,pg
Address U . (J' 9x Street Address/ State Road/ Lot #(s)
CityJlro State C ZIPS/r
Phone #(V:L, —7 r 4� Fax # ( )
Authorized Agent
Affected --<W C`rL* --F'T- A SES r-- fs
AEC(s): OEA ❑ HHF IH ❑ UBA ❑ N/A
C PWS: --- FC:
ORW: yes /0 PNA yes / no Crit. Hab. yes / no
wo ,^ -4, -r,4, ,-/---TX/3/
Subdivision VAI
City or% I, /� ZIP
Phone # ( _) River Basin
Adj. Wtr. Body _ _ C7/- J VL`k /unkn)
Closest Maj. Wtr. Body Nffe,-A—
Type of Project/ Activity (� r r'^� ��'% fr � fi c �cftc✓�if7 ji r" I-' et��d
�- `tQ0�fi�f (Scale: A/" )
Pier (dock) length
Platform(s)__ _
Finger pier(s) _
Groin length -
number
Bulkhead/ Riprap length ^
avg distance offshore
max distance offshore
Basin, channel—
cubic yards
Boat ramp _ `—
Boathouse/ Boatlift
J74I
.��1/ � � C �T/'�l � ted' t„/..'�f/ t •� � ec / f��,:'-^� •� C, �'` —
�f
��KG� �'1���1 1.^^-���c,t %`l�Y' � G, Iia• �'L,/� Q/+� / �
G cccf:�c,rx �� V';,` `'i L� �: �zr�w+ �/ i:✓ (k- C G 133 y S'
CZ A'( t,;/ OL O e JL4- tf y.
Beach Bulldozing
Otherl1 %rre�J�l�gku�r if�V�i �;•tt
Shoreline Length
SAV: not sure yes
Sandbags: not sure yes
Moratorium: n/a yes
Photos: yes
Waiver Attached: yes nor
A building permit may be required by:: � Qj `"' 1 --slee note on back regarding River Basin rules.
( / 1. %��1 1'�T�J �„/ly ::1rl�a- erc i���h `^"' r l'+uM�'e l�"^J� [il K.c l� r� �v,j i. ?•"� 4"X N-rr-^^( .f�
Notes/ Special Conditions
�,t,( ��: j i Zct �d �s .L.�- f't r�arn fi ,,,; .,-fc�si,.,„rjl. ! o r any t,✓c.^/i �> >'� h •.!: �:.,f 9,-,�,r vi Skl.�',,.cd••..r ar'
,i/.c7L� u•jf�^5 '4--Wpbf,-t6--r Gt: ix .r/.l% Nr L+tc✓.�'... �l/n, �ls:�ie� USI
4 �,zacf u.JTk!.V, uF C`iH-. ho P/fY-
Agent or Applicant Printed Name
Signatute ** Please read compliance statement on back of permit
Application Fee(s) Check #
PermRoffimature
Issuing Date
Local Planning Jurisdicvon
Expiration Date
Rover File Name

Apr.28. 2005 9:52AM
N0.6419 P. 1/1
44��MCKIM&CREED
FAX MEMORANDUM
TO: Ed Mitchell, River Dunes Corporation
James Krauss, Bay River Metropolitan Sewer District
Robert Tankard, NCDENR Regional Water Quality
Dennis Lassiter, NC Rural Center
Reed Smith, NCDOT
Steven Lane, CAMA
James Cayton, Cayton Construction
Jeff Ahearn, Tideland EMC
Maxia Rogerson, EI, NCDENR Division of Land Quality
Kevin Eberle, McKim & Creed
FROM: Mike Perk'
DATE: April 27, 2005
RE: Pre -Construction Meeting - REVISED MEETING PLACE
Bay River Metropolitan Sewerage District - Contract 3
Raw Sewage Pump Station Reclaimed Water Transmission and Drip Irrigation
System
M&Cu: 01259-0008
A preconstruction meeting for the above -referenced project will be held on Tuesday, May 3,
2005, at 1:00 PM. We will meet at the Bay River Water and Sewer District Conference Room at
101 N. Fourth Street, Bayboro, North Carolina.
Please plan to attend.
5:112591000E160-CanAtlm104265Mea11rgMemo,doc ` , `^T � `&CREET

APr,28. 2005 9;35AM No•6418 P. 1
�i MCMM&CREED
200 Ma e a t
cK n n Court, Suite 200
Carry, NC 27521
Tel: [phone]
Fax: [phone]
FACSIMILE TRANSMITTAL
DESIGNATED RECIPIENT:FAX NO: a�2• ��-�.�330
COMPANY: DATE: q -*os
SENDER: TIME: 01.00
NUMBER OF TRANSMISSION PAGES (Including this page): j
PROTECT NUMBER Dt,). �_ Ooog PROJECT NAME
THIS IS YOUR ORIGINAL
❑ HARD COPY TO FOLLOW
COMMENTS: * * IF NOT CORRECTLY RECEIVED OR PAGES FAULTY, PLEASE CALL SENDER AT 919/233-8091 **
REMARKS:
�AO AA
c Uvl- revp pleg" Ucisigj-� �J 'v+4 -v' a� f afs V4 �emM' awc' , Nease
cj IKP, J CDU A4 cA 34�CiA,1000J.
ATTENTION
THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF TME INDIVIDUAL OR ENTITY NAMED
ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OF/OR AGENT RESPONSIBLE. TO DELIVER IT TO THE INTENDED RECIPIENT. YOU ARE HEREBY
NOTIFIED THAT ANY DISSEMINATION. DISTRIBUTION OR COPYING OF THIS COMMUNCCATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR. PLEASE
NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S. POSTAL SERVICE, WE WILLREIMBURSE YOU FOR ANY COSTS INCURRED,
L:\MCE\STDFORMS\Word\M&C FACSIMILE TRANSMITTAL 2005.doc Rsv. _04.95

AAr,28- 2005 9:35AM 4`
Mr, James Krauss
Bay River Metropolitan Sewerage District
PO Box 758
Bayboro, NC 28515
Dear Mr, Krauss:
No,6418 P, 2"— "`
Z.S7, 0 vo E- (Lf 0)
Mlchaet F. Easley, Governor
William G. Rosa Jr„ Seprgtary
North Carolina Depart►nent of Envlronmenl and Natural Retsourcea
Alan W. Wirnek, P.E., Dlrector
Division of Water Quality
November 18, 2004
Subject: Permit No. W00024584 i
Bay River Metropolitan Sewerage District
Broad Creek'Reglonal Pump Station -
Wastewater Collection System Extension,
Pamlico County
in accordance with your application received October 29, 2004, we are forwarding herewith
Permit No. W00024584, dated November 18, 2004, to Say River Metropolitan Sewerage Dlstdct for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of Issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and Is therefore -
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit Issued to the Permlttee.
Permitting of this pro)ect does not constitute an acceptance of any part of the project that does -
not meet 15A NCAC 2H ,0200; the' Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fest-Track Permitting of Pump Stations and Force Mains adopted.June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional. Engineer In., the,application.,,-ILsoall, be the.
Permittee's responsibility to ensure that the as -constructed project meets the appropriate "design criteria
and rules. Failure to comply may result in penalties In accordance with North'Carolina-General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection.
facilities, and/or referral of the North Carollna-licensed Professional Englneer to the licensing board.
Washington Regional OffIcs
943 Washington Square Mall, Washington, NC 27888
ENR customer seMco center
An Equal Oppxtunity Action Employer
lntsmet htipJlh2c.errr.state. nc.Va/
Teleptx" (262) 648 81 Fax [phone]
Tef"hooe 1 BOp 623-7748
50% recyaledr1096 post-00n¢umer paper
X17 :a'i

AP r • 28. 2005" 9:85AM L'JL JOCJ- DMJ*101; No.6418 p • 3�u� G3
Mr. James Krauss
Page 2
in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Bay River Metropolitan Sewerage District for the construction and operation of a 375. --
gallon per minute pump station with duplex pumps, on-site audible and visual high water alarms; and
on-site generator with automatic transfer switch; as well as approximately 30,755 linear feet of 8 -inch
force main to serve 111 3 -bedroom residences and a 142 boat slip marina as part of the Broad Creek
Regional Pump Station project, and the discharge of 45,000 gallons per day of collected domestic
wastewater Into the Bay River Metropolitan Sewerage District's existing sewerage system, pursuant to
the application received October 29, 2004 and in conformity with 15A NCAC 24.0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit, ;and
The sewage and wastewater collected by this system shall be treated in the Say River
Metropolitan Sewerage District's Wastewater Treatment Facility (permit No. WQ0013348) prior to being
land applied by spray Irngatlon.
If any parts, requirements, or limitations contained In this pertmit are'unacceptable, you have the n
right to request an adjudicatory hearing upon written request within 30 days following receipt of this '.
permit, This request must be in the form of a written petition, conforming to Chapter 1508 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings,' 8714 Mall Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information conceming this matter, please contact Robert Tankard at
[phone].
Sincerely,
fo4Nn
cc: Pamlico County Health Department
Washington Regional Office, Water Quality Section (WWTF Permit No. Vy00013348r r
McKim & Creed
Water Quality Central Files
PERCS Files

APr'28' 20051 9:25AM LJLf+JWu�+ No.6418 P' 4�U` 0"
NORTH CAROLINA
ENVIRONMENTAL MANADEMENT COMMISSION ' ,, t •'
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,.
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of Issuance untA rescinded and shall be subject to the
following specified conditions and limitations:
1. This parmit shall become voidable. unless the wastewater collection facilities are, constructed
accordance with the conditions of this permit; 15A NCAC 2H .0200;,the Division of.Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1998 as applicable; the
Divislon's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting tnaterials unless. specifically
mentioned herein. r
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data, , ..
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an Individual system -wide coliection system permit for the • `ik%
operation and maintenance of these facilities as required by 15A NCAC 2H .0227.1, If an individual
permit is not required, the following performance criteria shall be rnet as provided -in 1,5A NCAC 2H'
.0227:
a. The sewer system shall be effectively maintained and operated at all times to- prevent
discharge to land or surface waters, and any contravention of the groundwatpr standards in
15A NCAC 2L .0200 or the surface water standards In 15A NCAC 2B .0200,
b, A map of the sewer system shall be developed and shall be actively ma(ntained,. '
c. An operation and maintenance plan shall be developed and implemented..
d. Pump stations that are not connected
365 days per year), Pump stations
inspected at least once per week.
e
to a telemetry system shall be 'inspected every 'day (i.e.
that are connected to a telemetry.,system shall be
High-priorlty sewer lines shall be inspected at least once per every slx-month period of time.
A general observation of the entire sewer system shall be conducted at least once per year. 4.
inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office In
accordance with 15A NCAC 2B .05W(a), and public notice shall be provided as, required by . .
North Carolina General Statute §143-215.1C.`

APr.28. 2005' 9;36AM GJLlI OU.Jf
No.6418 P. 5"`'t
4. This ermit s of be VAQ4ftrablle. In the event there is a desire for the wastewater collection
facilities to change ownership, or there Is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporking materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved. "
5, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
Interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6.
Per 15A NCAC 2H. .0220, upon completion of construction and prior to operation of these
permitted faclllbes, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.`A complete
certification Is one where the form is fully executed and the supporting documents -are provided as ,
applicable.
7.
A copy of the construction record drawings shall be rnWntained on file by the Permittee for the life of
the wastewater collection facilities.
8,
Failure to abide by the conditions and limitations contained In this perrnit;15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1896 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and f=orce Mains
adopted
June 1, 2000 as applicable; and other supporting ,materials 'may 'oubject' the`Permittee to an
enforcement action by the Division, in accordance with North Carolina General', Statutes §143-
215.6A through §143-215,6C.
9.
In the event that the wastewater collection facilities fall to perform satisfactorily, Including the
creation of nuisance conditions, the Permittee shall take Immediate' corrective 'action, Including
those as may be required by this Division,' such as the construction of additional' or replacement
faciiitles.
10.
The issuance of this permit shall not exempt the Pgrmlttee from ' complying , vi lth` anyr and ail
statutes, rules, regulations, or ordinances that may be Imposed , by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable'river buffer —
rules In 15A NCAC 2B .0200, erosion and sedimentation control requirements In 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and ,any requlreme,nts,pertalning_to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500. `'' ;;•}'
11. Noncompliance Notification.'
The Permittee shall verbally report to a Division of Water Quality staff member in the Washington
Regional Office at [phone], 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 either of the
following:
& Any process unit failure, due to known or unknown reasons, that renders the facility Incapable
of adequate wastewater transport, such as" mechanical or electrical fallures ,of pumps, line
blockage or breakage, etc.; or <.
b. Any failure of a pumping station or sewer line resulting In a by-pass directly to receiving waters
without treatment of all or any portion of the Influent to such station or facility.
I

Apr .28 2005 9:36AM LJLf+ OC'd GRI'IJU No 6418 P`
Fast Track EnaineVring CoMflcatlon
Permit No. W OD024564
November 18, 2004 ,
Complete and submit Mils form to the permit Issuing regional office, with the following:
• One copy of the project record drawings (plan 8, p(oflie views of sewer litres) of the wastewater collection'
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage If Portable,. ..
generstor(s) or storage greater then longest past three year outage rellablllty optign selected) .for •any pump
stations permitted as part of this project -,
• Changes to the project should be clearly IderAfled on the record drawings or In written summary form. P21Mft
modifications ere reaVired fob $nv (j ufrlru, In Ron-comafianpe with this rmkt reoufet�Qpa or
minimum deslan criteria.
.t
This project shall not be considered complete nor allowed to operate until -this E.ngineees. Certification and all F'
required supporting documentation have been recelved'by the Division � T?teretors, It Is hlghly reocmmended
that this. certification be sent In a manner that provides proof of receipt by the. Division.. '
ENGIN '8CER f TI N ,.� , f :.•
[] Partial Final
I, as a duly registered Professional Engineer In the State of North Carolina, having
been authorized to observe (Q periodically, [] weekly, ❑ full time) the construction of the Broad Creek Regional
Pump Station, Pamlico County project for the Permittee hereby state that, to the best of my abllities, due care and
diligence was used in the observation of the construction such that the construction was observed to be bulit
within substantial compliance of this permit; 1 SA NCAC 2H .0200; the Division of water'Quallty's (Division);
Gravity Sewer Minimum.Design Criteria adopted February 12, 1998 as applicable; the Dlvision'ti Mlclltnuln Design .'
Criteria for the Fast -Track Permitting of rump Stations and Force Mains adopted June 1, 2000 as applicdTle; and
other supporting materials. ,,,. ,
North Carolina Professional Engineer's
seat, signature, and dale:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALI.
WASHINGTON NC 2TS89
• `i
FL
;f
The Permlitee Is responsible for tracking all partial certifications up until a final oertiflcetlon Is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permltlee to appropriate
enforcement actions.

APr.28. 2005' 9:37AM 47/'vg... BKWI L No .6418 P. 1`�Ut br
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline"the actions taken or
proposed to be taken to ensure that the problem does not recur.
12. No flow in excess of the quantity permitted herein, 45,000 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase. in flow. has..been
submitted to and approved by the Division of Environmental Management.
13. If, at any time, the additional wastewater flow volume made tributary to this ' sewer:eixdenslon Is
believed to exceed the value permitted herein, a modification shall be, requested for this permit
from the Division of Water quality to properly allocate the subject wastewater flow,
14. An additional permit amendment (complete with fee) must be requested and recehred from the
Division of Water Quality prior to serving any units in addition to the 111 permitted herein."
15, By copy of this permit, the Pamlico County Building Inspections Department is hereby notified that
building or occupancy'permits•shall 'only be Issued for the, above` mentloned'1lINnitq`in-Gum:
Thicket Subdivision until further notification is received from this Division Indicating that additional
connections will be allowed.
r � '
Permit issued this the 18"' day of November, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION -
.. 'i
for Alan W. Klimek, ., Director
Division of Water Quality . .
By Authority of the Environmental Management Commission
Permit Number W00024584
i
a
a
i
3

4_� v MCKIN4&CRE
200 MacKenan Court Suite 200
Cary, NC 27511
Tel: [phone]
Fax: [phone] Moruhead City 0CM
FACSIMILE TRANSMITTAL Z4 -j ,
Y
DESIGNATED RECIPIENT: Steven Lane FAX NO:
COMPANY: CAMA , 1400 Ave- Nce—f"VtLx�l &C DATE: March 16, 2005 -
-7
SENDER: Kevin Eberle, P.E. TIME:
NUMBER OF TRANSMISSION PAGES (Including this page):
PROJECT NUMBER 1259.0008 PROJECT NAME BRMSD Reclaimed Water Treatment,
Transmission, Storage and Drip Irrigation
System (Contracts #2 and #3)
❑ THIS IS YOUR ORIGINAL ® HARD COPY TO FOLLOW
COMMENTS: * * IF NOT CORRECTLY RECEIVED OR PAGES FAULTY, PLEASE CALL SENDER AT 919/233-8091 **
REMARKS:
Steven- We are attaching a copy of the NCDENR'Non-discharge PermiHor the Bay River Metropolitan
Sewerage Districfs Reclaimed Water Treatment, Transmission, Storage and Drip Irrigation System
(Contracts #2 and #3) per your request to Patrick Allen of our office. I understand that you needed to
review the permit prior to issuing the requested CAMA permit for this project. Please review and feel
free to contact either Patrick or me if you have any questions. Thanks!
ATTENTION
THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED
ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OF/OR AGENT RESPONSIBLE TO DELIVER IT TO THE INTENDED RECIPIENT, YOU ARE HEREBY
NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE
NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S. POSTAL SERVICE. WE WILLREIMBURSE YOU FOR ANY COSTS INCURRED.
S:\1259\0008\10-Comm\3-16-05 CAMA FAX TRANSMITTALof NCDENR Permit.doc
REV. - 042795

OFWFlT�9
7
RECEIVED
FEB 2 S 2W51
WKIM & CREED
February 16, 2005
JAMES KRAUSS — SUPERINTENDENT
BAY RIVER METROPOLITAN SEWERAGE DISTRICT
POST OFFICE Box 758
101 NORTH FOURTH STREET
BAYBORO, NORTH CAROLINA 28515
Dear Mr. Krauss:
� �S7.Go0 5- ( cl())
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit No. WQ0013348
Pamlico Regional Wastewater
Facilities
Wastewater Treatment and
Reclaimed Water Utilization System
Pamlico County
In accordance with your modification request received December 7, 2004, and subsequent
additional information received January 4, 2005, we are forwarding herewith Permit Number.
WQ0013348, dated February 16, 2005, to Bay River Metropolitan Sewerage District for the construction
only of the subject wastewater treatment and reclaimed water utilization system, and the continued
operation of the existing facilities.
This permit shall be effective from the date of issuance until April 30, 2008, shall void Permit No.
WQ0013348 issued May 30, 2003, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. 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, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornbur at [phone].
Sincerely
,/-Alan W. Klimek, P.E.
cc: Pamlico County Health Department
Jeff Welti — Washington Regional Office, Aquifer Protection Section
<€ r ;r,A
T �. I! I' ..
Technical Assistance and Certification Unit
Aquifer Protection Central Files No`hCarolina
LAU Files ,ilattrrallJ
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
d ''S
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bay River Metropolitan Sewerage District
Pamlico County
construction only of a 125,00 gallon per day (GPD) reclaimed water treatment and reuse disposal system
consisting of the:
Oriental Wastewater Treatment Facility modifications, which consists of a 56,100 gallon influent
equalization/pump station with two (2) 434 gallon per minute (GPM) pumps and a 3 horsepower (hp)
floating mixer, a 215,000 gallon sequencing batch reactor (SBR) with two (2) 100 GPM waste sludge
transfer pumps, three (3) 10 hp floating aerators, one (1) floating 7.5 hp mixer, and a decanter conveying
flow to a 94,128 gallon post SBR equalization basin with chlorine disinfection, two (2) 174 GPM pumps
and 3.5 hp mixer, a 0.5 MGD cloth -disk tertiary filtration system with automatic backwash pumps, a
31,420 gallon reclaimed water clearwell with (2) 500 GPM vertical turbine pumps conveying flow to the
River Dunes conjunctive reuse disposal system; a gas chlorine disinfection system with automatic total
chlorine residual monitoring, a liquid sodium hydroxide chemical storage and feed system, an on-line
reclaimed water turbidity meter with automated diversion valves to the existing three -celled facultative
lagoon system, a 1`0' ID submersible process wastewater pumping station, a 50,580 gallon aerobic sludge
digester with two (2) 100 GPM sludge transfer pumps, a 5 hp floating aerator and a telescoping valve for
supernatant removal, a 143,360 gallon aerated sludge holding basin with a 15 hp floating aerator, a
floating decanter, and truck unloading connection, an automatic standby generator, a reclaimed water
magnetic flow meter; and the
River Dunes Site reclaimed water conjunctive reuse / disposal system consisting of a reclaimed water
pumping station with two (2) 1,100 GPM vertical turbine pumps (for site irrigation and transferring water
to the three infiltration basins), a concrete wetwell, one self-backwashing screen, three (3) interconnected
low rate infiltration basins which are together capable of assimilating reclaimed water at an annual
average rate of 125,000 GPD (Basin 1 is 2.3 acres, Basin 2 is 2.4 acres and Basin 3 is 3.4 acres with
provision for total wet weather storage capacity in Basin #3 of 15.9 million gallons), each infiltration
basin is equipped with a motorized fill valve (that is remotely controlled via the main programmable logic
controller at the irrigation pump station site) and automatic water level monitoring equipment to allow
remote operation and filling of basins, a chlorine injection system, residual chlorine monitor, bar screen
and sump pump serving five (5) drip irrigation fields totaling 62.1 acres with 103,086 emitters rated at
0.62 gallons per hour (GPH), approximately 3,000 linear feet of 10 -inch reclaimed water line,
approximately 28,400 linear feet of 8 -inch reclaimed water line, approximately 8,500 linear feet of 6 -inch
reclaimed water line and approximately 4,000 linear feet of 4 -inch reclaimed water line; the

continued operation of a 500,000 gallon per day surface irrigation treatment and disposal facility
consisting of the:
Oriental Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total
surface area of 9.67 acres (Cell 1 — 4.05 acres, Cell 2 — 2.52 acres and Cell 3 — 3.10 acres), a gas
chlorinator, a standby generator, an effluent pump station with two (2) submersible pumps and an effluent
flow meter (flow is conveyed to the 22 million gallon storage lagoon at the Bayboro Wastewater
Treatment Facility), the
Bayboro Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total
surface area of 9.4 acres, two (2) 150,000 gallon clarifiers with flocculent addition (alum), two (2) 15,000
gallon aerobic digesters, an effluent pump station, chlorine disinfection facilities, a 22 million gallon lined
storage lagoon, and an effluent pumping station with two (2)1,500 gallon per minute (GPM) pumps, the
Arapahoe Spray Irrigation Facility, which consists of a 100,000 gallon covered concrete flow equalization
tank with an odor control system, an irrigation pump station with three (3) vertical turbine pumps, flow
metering equipment and standby generator, approximately 23,500 linear feet of 8 -inch and 12 -inch force
mains for effluent distribution to ten (10) irrigation zones with a total wetted area of 137 acres,
approximately 143,700 linear feet of 3 -inch and 6 -inch diameter aluminum irrigation laterals to 3,260
sprinkler heads on 3 -foot risers, a telemetric alarm system for pump monitoring,
and all associated appurtenances to serve the Pamlico Regional Wastewater Facilities with no discharge
of wastes to the surface waters, pursuant to the application received December 7, 2004 and subsequent
additional information received by the Division, and in conformity with the project plan, specifications,
and other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2008, shall void Permit No.
WQ0013348 issued May 30, 2003, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of the reclaimed treatment and disposal
facilities, a certification must be received from a professional engineer certifying that the
permitted facilities have been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases and
partially certified you shall retain the responsibility to track further construction_ approved under
the same permit and shall provide a final certificate of completion once the entire protect has
been completed. Mail the Certification to the Land Application Unit, 1636 Mail Service Center,
Raleigh, NC 27699-1636.
2. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in-place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
3. The surface irrigation and reclaimed water utilization facilities shall be effectively maintained and
operated at all times so that there is no discharge to the surface waters, nor any contamination of
ground waters, which will render them unsatisfactory for normal use. In the event that the
facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of
the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division of Water Quality,
such as the construction of additional or replacement wastewater treatment and disposal facilities.

4. The issuance of this permit shall not relieve the Pern-iittee of the responsibility for damages to
surface water or ground water resulting from the operation of this facility.
The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
T The following buffers shall be maintained:
a. Arapahoe Spray Irrigation Facility
i. 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
ii. 150 feet between wetted area and property lines,
iii. 100 feet between wetted area and wells,
iv. 100 feet between wetted area and drainage ways or surface water bodies,
v. 50 feet between wetted area and public right of ways,
vi. 100 feet between treatment/storage units and any wells, and
vii. 50 feet between treatment units and property lines.
b. River Dunes Drip Irrigation Facility
i. 100 feet between wetted areas and water supply wells,
ii. 100 feet between wetted areas and waters classified as SA,
iii. 100 feet between wastewater treatment units and wells,
iv. 50 feet between reclaimed water storage/irrigation ponds and property lines, and
v. 50 feet between wastewater treatment units and property lines.
c. River Dunes Low Rate Infiltration Facilities
i. 10 feet between low rate infiltration unit and any on -property residential units that are
to be sold (e.g., condominiums, subdivisions),
ii. 500 feet between low rate infiltration unit and any impounded public surface water
supply or public shallow (less than 50 feet deep) ground water supply,
iii. 100 feet between low rate infiltration unit and any private/public water supply source,
iv. 100 feet between low rate infiltration unit and any streams classified as WS or B,
V. 100 feet from mean high water between low rate infiltration unit and any "SA" or "SB"
classified surface waters,
vi. 100 feet from normal high water between low rate infiltration unit and any other
stream, canal, marsh, or coastal waters,
vii. 100 feet from normal high water between low rate infiltration unit and any Class I or
Class II impounded reservoir used as a source of drinking water,
viii. 100 feet between low rate infiltration unit and any other lake or impoundment,
ix. 15 feet between low rate infiltration unit and any building foundation/basement,
X. 15 feet between low rate infiltration unit and any top of slope of embankments or cuts
of two feet or more in vertical height,
xi. 10 feet between low rate infiltration unit and any water line,
xii. 100 feet between low rate infiltration unit and any swimming pool,
xiii. 20 feet between low rate infiltration unit and any other nitrification field (except repair
area),
xiv. 100 feet between low rate infiltration unit and any well with the exception of an
approved groundwater monitoring well,
xv. 25 feet between low rate infiltration unit and any Drainage systems (ditches, drains,
surface water diversions, etc.) and from any groundwater lowering and surface drainage
ditches,
xvi. 50 feet between treatment units and property lines, and
xvii. 50 feet between low rate infiltration unit and public right of ways.

Public access to the irrigation/infiltration sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site.
9. The disposal system (drip irrigation system) at River Dunes shall be connected to a digital rain
gauge or moisture sensor that shall indicate when wastewater application is not appropriate in
accordance with Condition II(4) of this permit.
10. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn
the public or employees that the water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded,
taped, or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED
WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522)
identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite
sides of the pipe and repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
put -pie (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines,
fastened at least every 10 feet to each pipe length and run continuously the entire length
of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be
present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled
as being of non -potable quality. As an alternative to the use of locked below -grade vaults
with standard hose bibs services, hose bibs, which can only be operated by a special tool or
connected to a special hose connection, may be placed in non -lockable underground services
boxes clearly labeled as non -potable water.
11. Prior to operation of the wastewater treatment system, the Permittee shall submit a written
contract between the Permittee and a Division approved residuals handler. The Permittee shall
also submit documentation demonstrating that the contractor has modified their Water Quality
permit.
12. Upon completion of site grading and shaping and prior to the application of treated wastewater, a
licensed soil scientist or licensed hydrogeologist shall conduct an amended site evaluation, and an
amended site evaluation report shall be submitted to the Division of Water Quality. This report
shall specifically address, but not be limited to, the effects of grading/construction upon the
original site evaluation. The evaluation should include an investigation of key areas of grading,
including soil features such as depth to seasonal high water table, hydraulic conductivity, soil
series and the appropriateness of previous irrigation design loadings for the newly constructed
spray fields.

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate
and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G.0201. The
ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this
permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained. The annual nutrient assimilation
capacity of the cover crop shall not be exceeded.
4. Irrigation (spray and/or drip) shall not be performed during inclement weather or when the .
ground is in a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation fields.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
7. The application rates for:
a. Arapahoe Spray Irrigation Facility — Fields 1 thru 7 shall not exceed a cumulative loading of
68.3 inches over any twelve (12) month period at an instantaneous application rate not to
exceed 0.5 inches per hour.
b. Arapahoe Spray Irrigation Facility — Fields 8 thru 10 shall not exceed a cumulative loading of
16.8 inches over any twelve (12) month period at an instantaneous application rate not to
exceed 0.2 inches per hour.
c. River Dunes Reclaimed Drip Irrigation Facility — Fields 1 thru 5 shall not exceed a
cumulative loading of 10.9 inches over any twelve (12) month period at an instantaneous
application rate not to exceed 0.05 inches per hour.
d. River Dunes Reclaimed Infiltration Facility Infiltration Basin 1 shall not exceed a loading
rate of 0.37 gallons per day per square foot.
e. River Dunes Reclaimed Infiltration Facility — Infiltration Basin 2 shall not exceed a loading
rate of 0.37 gallons per day per square foot.
f. River Dunes Reclaimed Infiltration Facility — Infiltration Basin 3 shall not exceed a loading
rate of 0.34 gallons per day per square foot.
8. Automatically activated standby power sources shall be maintained at the Oriental WWTF,
Bayboro WWTF and Arapaho Spray Site and shall be operational at all times. If a generator is
employed as an alternate power supply, it shall be tested weekly by interrupting the primary
power source.
9. No type of wastewater and/or reclaimed water other than that from Pamlico Regional Wastewater
Facilities shall be irrigated and/or infiltrated onto the disposal areas.
10. Freeboard in the Bayboro Storage Lagoon and River Dunes Storage Pond shall not be less than
two (2) feet at any time.

11. No traffic or equipment shall be allowed on the disposal areas except while installation occurs or
while normal maintenance is being performed.
12. If not already installed, waste -level gauges, to monitor waste levels in the storage ponds, shall be
installed within 60 days of issuance of this permit for existing ponds and prior to construction for
proposed ponds. The gauges shall have readily visible permanent markings indicating the
maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at
the bottom of the temporary liquid storage volume, and top of the dam elevations. Caution must
be taken not to damage the integrity of the liner when installing the gauges.
13. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs,
erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin
embankment areas shall be kept mowed or otherwise controlled and accessible.
14. All reclaimed water from the 125,000 GPD Oriental Reclaimed Water Scalping Plant shall be
routed to the Oriental three (3) stage facultative lagoon should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the
reclaimed water treatment plant have been corrected. The reclairned water sent to the Oriental
facultative lagoon shall be irrigated at the Arapahoe Spray Irrigation Facility.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and
an acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, 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 Permittee shall keep records of flow
measurement device calibration on file for a period of at least three years. At a minimum, data to
be included in this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
3. The effluent from the Oriental and Bayboro Wastewater Treatment Facilities shall be monitored
by the Permittee at a point prior to irrigation every month for the following parameters:
Fecal Coliform
BODS
TKN
pH
Total Phosphorus
NH3 as N
NO2-NO3
TSS

4. As an indicator of proper operation and maintenance, the 125,000 GPD Oriental Reclaimed
Water Scalping Facility shall produce an effluent in compliance with the following limitations:
Parameter
Monthly Average
Daily (Instantaneous) Maximuinc
Flow
125,000 GPD
Recording
BODS (5 -day, 20°C)
10 mg/l
15 mg/I
NH3 as N.
4 mg/l
6 mg/l
TSS
5 mg/I
10 mg/l
Total Nitrogen
10 mg/l
Composite
Fecal Coliform
14 per 100 ml
25 per 100 ml
Turbidity
Effluent *2/Month
10 NTU
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
zk Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
Monthly average for fecal coliform shall be the geometric mean of all samples collected
during the reporting period.
C
Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The Permittee shall monitor the effluent from the 125,000 GPD Oriental Reclaimed Water
Scalping Facility at a point prior to irrigation/infiltration for the following parameters:
Parameter
Sampling Point Sampling Frequency
Type of Sample
Flow
Influent or Effluent Continuous
Recording
Turbidity
Effluent Continuous
Recording
BODS (5 -day, 20°C)
Effluent *2/Month
Composite
NH3 as N
Effluent *2/Month
Composite
Total Nitrogen
Effluent *2/Month
Composite
TSS
Effluent *2/Month
Composite
Fecal Coliform
Effluent *2/Month
Grab
Settleable Matter
Effluent Daily
Grab
Residual Chlorine
Effluent Daily
Grab
NO3
Effluent **Triannuall
Grab
TDS
Effluent **Triannually
Grab
TOC
Effluent Triannually
Grab
Chloride
Effluent Triannually
Grab
pH
Effluent **Triannuall
Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July and November.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.

The Permittee shall maintain adequate records tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. Date and time of irrigation,
b. Volume of wastewater irrigated,
c. Zone irrigated,
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Weather conditions, and
g. Maintenance of cover crops.
6. Freeboard in the Bayboro Storage Lagoon and River Dunes Storage Pond shall be recorded
weekly.
7. Three (3) copies of all monitoring data [as specified in Conditions III(2), IfI(3) and I11(4)] on
Form NDMR-1 and three (3) copies of all operation and disposal records [as specified in
Conditions fI1(5) and III(6)] on Form NDAR-1 shall be submitted monthly on or before the last
day of the following month. All information shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A record shall be maintained of all residuals removed from these facilities. This record shall
include the name of the hauler, permit authorizing the disposal or a letter from a municipality
agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed.
9. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on
each irrigation field at the Arapahoe Spray Irrigation Facility and the results maintained on file by
the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but
is not necessarily limited to, the following parameters:
Acidity
Magnesium
Zinc
Percent Humic Matter
Calcium
Potassium
Copper
Cation Exchange Capacity
Sodium
Phosphorus
pH
Manganese
Exchangeable Sodium Percentage
Base Saturation (by calculation)
10. Maintenance logs shall be maintained at the Oriental Reclaimed Water Scalping Plant including
but not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.

IV.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number
[phone], 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 wastewater treatment facility which results in the treatment 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.
d. Any time that self-monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or
[phone]. Persons reporting such occurrences by telephone shall also file a written
report in letter form within five (5) days following first knowledge of the occurrence. This
report must outline the actions taken or proposed to be taken to ensure that the problem does
not recur.
GROUNDWATER REQUIREMENTS
1. Well Construction/ Abandonment Criteria:
a. Within ninety (90) days of permit issuance, six (6) monitor wells designated as MW -18,
MW -19, MW -20, MW -21, MW -22 and MW -23, three (3) upgradient and three (3)
downgradient, shall be installed in the vicinity of the River Dunes disposal sites to monitor
groundwater quality. The well(s) shall be constructed such that the water level in the well is
never above or below the screened (open) portion of the well at any time during the year.
The general location and name for each well is marked on Figure 1. Each monitoring well
shall . be located at the locations proposed and presented in Figure 1, constructed in
accordance with this permit, and approved by the Washington Regional Office.
b. Within ninety (90) days of permit issuance, five (5) piezometers shall be installed to monitor
vertical separation requirements between the water table and the applied wastewater. No
application of wastewater shall occur when the vertical separation between the depth of
application and the water table is less than 1 foot. The actual water table depth must be
verified prior to application of wastewater. The general location and name for each
piezometer is marked on Figure 1 and shall be constructed in accordance with this permit,
and approved by the Washington Regional Office.
A North Carolina Certified Well Contractor, the property owner, or the property lessee
according to General Statutes 87-98.4(b) (2) must construct the well(s). If the construction is
not performed by a certified well contractor, the property owner or lessee must physically
perform the actual well construction activities, and the well(s) must be constructed according
to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and the local
county rules.

d. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection
can be made of the monitoring well location. Such notification to the regional groundwater
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding state holidays.
e. Within thirty (30) days of completion of all well and piezometer construction activities, a
certification must be received from a professional engineer or a licensed geologist certifying
that the monitoring wells are located according to this permit.
2. Sampling Criteria:
a. The new monitor wells designated as MW -18, MW -19, MW -20, MW -21, MW -22 and MW -
23 (depicted on Figure 1) shall be sampled initially after construction and thereafter every
March, July, and November for the parameters listed below. Existing monitor wells MW -1,
MW -2, MW -3, MW -4, MW -5, and MW -6 at the Arapahoe spray irrigation sites, monitor
wells, MW -15, MW -17 and MW -18 located at the Oriental lagoon site, and monitor wells
MW -7, MW -8, MW -9, MW -10, MW -11, MW -12, MW -13 and MW -14 located at the
Bayboro lagoon site shall be sampled every March, July, and November for the parameters
listed below. Prior to sampling the parameters, the measurement of water levels must be
taken. The depth to water in each well shall be measured from the surveyed point on the top
of the casing. The measuring points (top of well casing) of all monitoring wells shall be
surveyed relative to a common datum.
' Sampled in November only
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any
down -gradient monitoring well, additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells shall
be subject to the additional sampling and analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the
following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 µg /L or less
2) Standard Method 6210, PQL at 0.5 ltg/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg /L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg /L or less
5) Another method with prior approval by the Aquifer Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIII of Standard Method 6230D. Any method used must provide
a PQL of 0.5 µg /L or less, which must be supported by laboratory proficiency studies as
required by the DWQ Laboratory Certification Unit. Any constituents detected above the
Method Detection Limit (MDL) but below the PQL of 0.5 gg /L must be qualified
(estimated) and reported.
Water Level
Chloride
Total Organic Carbon (TOC)
Nitrate (NO3-N)
Fecal Coliforms
Total Ammonia Nitrogen (NH3-N)
pH
Total Dissolved Solids (TDS)
Volatile Organic Compounds (VOC)
' Sampled in November only
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any
down -gradient monitoring well, additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells shall
be subject to the additional sampling and analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the
following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 µg /L or less
2) Standard Method 6210, PQL at 0.5 ltg/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg /L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg /L or less
5) Another method with prior approval by the Aquifer Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIII of Standard Method 6230D. Any method used must provide
a PQL of 0.5 µg /L or less, which must be supported by laboratory proficiency studies as
required by the DWQ Laboratory Certification Unit. Any constituents detected above the
Method Detection Limit (MDL) but below the PQL of 0.5 gg /L must be qualified
(estimated) and reported.

3. Reporting / Documentation:
All reports and documentation (GW -1, GW -30, GW -59) shall be mailed to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW -1, GW -30, GW -59) may be downloaded from the Groundwater
Section's website at http://gw.ehnr.state. nc. us/ or requested from the address mentioned
above.
For the initial sampling of the well(s), the permittee shall submit a copy of the GW -1 Form
(Well Construction Record) with the Compliance Monitoring Form (GW -59) for each well to.
the address listed in the "Reporting / Documentation" section of the Groundwater
Requirements. Initial Compliance Monitoring Forms that do not include copies of the GW -1
form may be returned to the permittee without being processed. Failure to submit these
forms as required by this permit may result in the initiation of enforcement activities pursuant
to NC General Statutes 143-215.6A.
c. The results of the sampling and analysis must be received on Form GW -59 (Groundwater
Quality Monitoring: Compliance Report Form) by the Aquifer Protection Section (address
listed in the "Reporting / Documentation" section of the Groundwater Requirements), on or
before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using the
most recent GW -59 form along with attached copies of the laboratory analyses.
d. Within sixty (60) days of completion of [the / all) monitoring well(s), the permittee shall
submit two original copies of a scaled site map (scale no greater than 1"=100'); however,
special provisions may be granted upon prior approval for large properties. The map(s) must
include the following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring
point") relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is
established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps
and any supporting documentation shall be sent to the Aquifer Protection Section as
addressed in the "Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any map submitted, however
produced.

4. Vertical Separation Requirements:
Waste application activities shall not occur when the vertical separation between depth of
application and the water table is at less than one (1) foot. Verification of the water table
elevation can be confirmed by water level readings obtained from the piezometers and monitor
well(s) near the site or auger boring(s), which must be done within 24 hours, prior to application
of wastewater. Any open borings must be properly filled with native soil, prior to application to
decrease the chance of any waste contaminating the groundwater.
5. Applicable Boundaries:
a. Arapahoe Spray Irrigation Site:
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted after December 31, 1983 is established at
either 250 feet from the waste disposal area, or 50 feet within the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106(d)(2).
ii. The REVIEW BOUNDARY is established around the disposal systems midway between
the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require action in accordance with 15A NCAC
2L .0106(d)(1).
b. River Dunes Disposal Sites:
i. The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the waste disposal
area(s) is specified by regulations in 15A NCAC 2H, Waste Not Discharged to Surface
Waters, specifically .0219(k)(1)(C)(i)(III). The Compliance Boundary and the Review
Boundary for groundwater shall be established at the property boundary. An exceedance
of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
remediation action according to 15A NCAC 2L .0106(d)(2).
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to
the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall keep an inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the Permittee.
This log of inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available upon request to the Division or other permitting
authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site
or facility at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of groundwater, surface water, or leachate.

VI. GENERAL CONDITIONS
This permit shall become voidable unless the' facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be submitted
to the Division accompanied by an application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A .NCAC 213.0200, erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 2H.0500.
6. The Permittee shall retain a set of approved plans and specifications for the subject facility for the
life of the project.
7. The Permittee shall pay the annual administering and compliance fee within thirty days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action
to revoke this permit as specified by 15 NCAC 2H.0205 (c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Corru-nission will review the adequacy of the facilities
described therein, and if warranted, will extend the permit for such period of time and under such
conditions and limitations as it may deem appropriate.
Permit issued this the 16th day of February, 2005
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/-Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013348

Permit No. WQ0013348
February 16, 2005
ENGINEER'S CERTIFICATION
Partial Final
1 , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.

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lame: ORIENTAL Location: 035° 04'27.93" N 076° 38' 03.36" W
)ate: 6/11/2004
)cafe: 1 inch equals 2000 feet n/( p

Mar,16. 2005 2:42PM No -5064 P. 1/25
1
vMCMM&C-TREED
200 Mar -Ke a a 0
z� zt Court, Suite 2 0
Cary, NC 27511
Tel: [phone]
Fax: [phone]
FACSIMILE TRANSMITTAL
DESIGNATED RECIPIENT: Steven Lane
COMPANY: CAMA
ST 2.— u(?— ,333Q
DATE: March 16, 2005
SENDER: Kevin Eberle, P.E. TIME:
NUMBER OF TRANSMISSION PAGES (Including this page):
PROJECT NUMBER 1259,0008
PROJECT NAME BRMSD Reclaimed Water Treatment,
Transmission, Storage and Drip Irrigation.
System (Contracts #2 and #3)
❑ THIS IS YOUR ORIGINAL ® HARD COPY TO FOLLOW
COMMENTS: * * IF NOT CORRECTLY RECEIVED OR PAGES FAULTY, PLEASE CALL SENDER AT 919/233-8091 **
REMARKS:
Steven- We are attaching a copy of the NCDENR'Non-discharge Permif for the Bay River Metropolitan
Sewerage Districfs Reclaimed Water Treatment, Transmission, Storage and Drip Irrigation System
(Contracts #2 and #3) per your request to Patrick Allen of our office. I understand that you needed to
review the permit prior to issuing the requested CAMA permit for this project. Please review and feel
free to contact either Patrick or me if you have any questions. Thanks!
ATTENTION
THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS PRIVILEGED AND CONFIDENTIAL, INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED
ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE EMPLOYEE OF/OR AGENT RESPONSIBLE TO DELIVER IT TO THE INTENDED RECIPIENT. YOU ARE HEREBY
NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE
NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S. POSTAL SERVICE, WE WILLREIMBURSE YOU FOR ANY COSTS INCURRED.
S:\1259\0008\10-Comm\3.16-05 CAMA FAX TRANSMTTAIOf NCDENR Permlt.doc REV, -04zI-9s

Mar -16. 2005 2:42PM
No.50 ,L)06 , 2/\5 �fp
elf A r�9nG
Michael F. Easley, Governor
RECEIVED
William G. Ross Jr.. Secretory
(p"
G�L
t
FEB 2 `8 2N5
north Carotins Department of Environment and Neltlral Resources
LLLJ`i
Alan W. Klimek. P.E. Director
O . ii5� -;�
r�,� ��dQM
1 & CREED
Division of Water Quolity
February 16, 2005
JAMES KRAUSS — SUPERINTENDENT
BAY R1vER METROPOLITAN SEWERAGE DISTRICT
POST OFFICE. BOX 758
101 NORTH FOURTH STREET
PAYBORO, NORTH CAROLINA 28515
Dear Mr. Krauss:
Subject- Permit No, W00013348
Pamlico Regionhl Wastewater
Facilities
Wastewater Treatment and
Reclaimed Water Utilization System
Pamlico County
In accordance with your modification request received December 7, 2004, and subsequent
additional information received January 4, 2005, we are forwarding herewith Permit Number.
WQ0013348, dated February 16, 2005, to Bay River Metropolitan Sewerage District for the construction
only of the subject wastewater treatment and reclaimed water utilization system, and the continued
operation of the existing facilities.
This permit shall be effective from the date of issuance until April 30, 2008, shall void Permit No.
WQ0013348 issued May 30, 2003, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit.. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, yov have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. 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 Matl Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this pen -nit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you geed additional
information concerning this matter, please contact Nathaniel Thornbur at [phone].
Sincerely
,(Alan W. Klimek, P.F.
cc: Pamlico County Health Department
Jeff Welti — Washington Regional Office, Aquifer Protection Section
Technical ,Assistance and Certification Unit
Aquifer Protection Central FilesN0 Car.;na
LAV Files ,Vatur1ly
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699.1636 Phone [phone]) Customer Smicc
Internet, h2o.enr.state.nc.us 27z9 Capital Boulevard Raleigh. NC 27604 FAX [phone]
An Equal opportunity/AflirmaM Action Employer - 50. Reoyded110% Post Consumer Paper

Mar•16. 2005 2:42PM No -5064 P. 3/25
NORTH CAROLINA
ENVIRONMENTAL MANAOEMEN+ COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER. UTILIZATION PERMIT
In accordance with the provisions of ,Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bay River Metropolitan Sewerage District
Pamlico County
FOR THE
construction Qply of a 125,00 gallon per day (GPD) reclaimed water treatment and reuse disposal system
consisting,of the:
Oriental Wastewater Treatment Facility modifications, which consists of a 56,100 gallon influent
equalization/pump station with two (2) 434 gallon per minute (GPM) pumps and a 3 horsepower (hp)
floating mixer, a 215,000 gallon sequencing batch reactor (SBR) with two (2) 100 GPM waste sludge
transfer pumps, three (3) 10 hp floating aerators, one (1) floating 7.5 hp mixer, and a decanter conveying
flow to a 94,128 gallon post SBR equalization basin with chlorine disinfection, two (2) 174 GPM pumps
and 3.5 hp mixer, a 0.5 MGD cloth -disk tertiary filtration system with automatic backwash pumps, a
31,420 gallon reclaimed water clearwell with (2) 500 GPM vertical turbine pumps conveying flow to the
River Dunes conjunctive .reuse disposal system; a gas chlorine disinfection system with automatic total
chlorine residual monitoring, a liquid sodium hydroxide chemical storage and feed system, an on-line
reclaimed water turbidity meter with automated diversion valves to the existing three -celled facultative
lagoon system, a fO' ID submersible process wastewater pumping station, a 50,580 gallon aerobic sludge
digester with two (2) 100 GPM sludge transfer pumps, a 5 hp floating aerator and a telescoping valve for
supernatant removal, a 143,360 gallon aerated sludge holding basin with a 15 hp floating aerator, a
floating decanter, and truck unloading connection, an automatic standby generator, a reclaimed water
magnetic flow meter; and the
River Dunes Site reclaimed water conjunctive reuse / disposal system consisting of a reclaimed water
pumping station with two (2) 1,100 GPM vertical turbine pumps (for site irrigation and transferring water
to the three infiltration basins), a concrete wetwell, one self-backwashing screen, three (3) interconnected
low rate infiltration basins which are together capable of assimilating reclaimed water at an annual
average rate of 125,000 GPU (Basin 1 is 2.3 acres, Basin 2 is 2.4 acres and Basin 3 is 3.4 acres with
provision for total wet weather storage capacity in Basin #3 of 15.9 million gallons), each infiltration
basin is equipped with a motorized fill valve (that is remotely controlled via the main programmable logic
controller at the irrigation pump station site) and automatic water level monitoring equipment to allow
remote operation and filling of basins, a chlorine injection system, residual chlorine monitor, bar screen
and sump pump serving five (5) drip irrigation fields totaling 62.1 acres with 103,086 emitters rated at
0.62 gallons per hour (GPH), approximately 3,000 linear feet of 10 -inch reclaimed water line,
approximately 28,400 linear feet of 8 -inch reclaimed water line, approximately 8,500 linear feet of 6 -inch
reclaimed water line and approximately 4,000 linear feet of 4 -inch reclaimed water line; the

Mar.16. 2005 2 : 4 2 P M
No.5064 P. 4/25
continued operation of a 500,000 gallon per day surface irrigation treatment and disposal facility
consisting of the:
Oriental Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total
surface area of 9.67 acres (Cell 1 — 4.05 acres, Cell 2 — 2,52 acres and Cell 3 — 3.10 acres), a gas
chlorinator, a standby generator, an effluent pump station with two (2) submersible pumps and an effluent
flow meter (flow is conveyed to the 22 million gallon storage lagoon at the Bayboro Wastewater
Treatment Facility), the
Bayboro Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total
surface area of 9.4 acres, two (2) 150,000 gallon clarifiers with flocculent addition (alum), two (2) 15,000
gallon aerobic digesters, an effluent pump station, chlorine disinfection facilities, a 22 million gallon lined
storage lagoon, and an effluent pumping station with two (2)1,500 gallon per minute (GPM) pumps, the
Arapahoe Spray Irrigation Facility, which consists of a 100,000 gallon covered concrete flow equalization
tank with an odor control system, an irrigation pump station with three (3) vertical turbine pumps, flow
metering equipment and standby generator, approximately 23,500 linear feet of 8 -inch and 12 -inch force
mains for effluent distribution to ten (10) irrigation zones with a total wetted area of 137 acres,
approximately 143,700 linear feet of 3 -inch and 6 -inch diameter aluminum irrigation laterals to 3,260
sprinkler heads on 3 -foot risers, a telemetric alarm system for pump monitoring,
and all associated appurtenances to serve the Pamlico Regional Wastewater Facilities with no discharge
of wastes to the surface waters, pursuant to the application received December 7, 2004 and subsequent
additional information received by the Division, and in conformity with the project plan, specifications,
and other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
This permit sball be effective from the date of issuance until April 30, 2008, shall void Permit No.
WQ0013348 issued May 30, 2003, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of the reclaimed treatment and disposal
facilities, a certification trust be received from a professional engineer certifying that the
permitted facilities have been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases and
arti ty certified, ou shall retain theresRonsibility to track further construction aRpToved under
the same ermit and shall vrovide a final certi icate of com letion once the entire 2roiect has
been completed. Mail the Certification to the Land Application Unit, 1636 Mail Service Center,
Raleigh, NC 27699-1636.
2. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in-place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p,nt. on Monday through Friday, excluding State
Holidays_
The surface irrigation and reclaimed water utilization facilities shall be effectively maintained and
operated at all times so that there is no discharge to the surface waters, nor any contamination of
ground waters, which will render them unsatisfactory for normal use. In the event that the
facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of
the irrigation area to adequately assimilate the wastewater, the Permittee shall take immmediate
corrective actions including those actions that may be required by the Division of Water Quality,
such as the construction of additional or replacement wastewater treatment and disposal facilities.

Mar.16. 2005 2:0 PM
No -5064 P. 5/25
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface water or ground water resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a. Arapahoe Spray Irrigation Facility
i. 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
ii. 150 feet between wetted area and property lines,
iii. 100 feet between wetted area and wells,
iv. 100 feet between wetted area and drainage ways or surface water bodies,
v. 50 feet between wetted area and public right of ways,
vi. 100 feet between treatment/storage units and any wells, and
vii. 50 feet between treatment units and property lines.
b- River Dunes Drip Irrigation Facility
i. 100 feet between wetted areas and water supply wells,
ii. 100 feet between wetted areas and waters classified as SA,
iii. 100 feet between wastewater treatment units and wells,
iv- 50 feet between reclaimed water storage/irrigation ponds and property lines, and
v. 50 feet between wastewater treatment units and property lines.
c. River Dunes Low Rate Infiltration Facilities
i. 10 feet between low rate infiltration unit and any on -property residential units that are
to be sold (e.g., condominiums, subdivisions),
ii. 500 feet between low rate infiltration unit and any impounded public surface water
supply or public shallow (less than 50 feet deep) ground water supply,
iii- 100 feet between, low rate infiltration unit and any private/public water supply source,
iv. 100 feet between low rate infiltration unit and any streams classified as WS or B,
V. 100 feet from mean high water between low rate infiltration unit and any "SA" or "SB"
classified surface waters,
vi. 100 feet from normal high water between low rate infiltration unit and any other
stream, canal, marsh, or coastal waters,
vii. 100 feet from normal high water between low rate infiltration unit and any Class I or
Class H impounded reservoir used as a source of drinking water,
viii_ 100 feet between low rate infiltration unit and any other lake or impoundment,
ix. 15 feet between tow rate infiltration unit and any building foundation basement,
X. 15 feet between low rate infiltration unit and any top of slope of embankments or cuts
of two feet or more in vertical height,
xi. 10 feet between low rate infiltration unit and any water line,
xii- 100 feet between low rate infiltration unit and any swimming pool,
xiii. 20 feet between low rate infiltration unit and any other nitrification field (except repair
area),
xiv. 100 feet between low rate infiltration unit and any well with the exception of an
approved groundwater monitoring well,
xv- 25 feet between low rate infiltration unit and any Drainage systems (ditches, drains,
surface water diversions, etc.) and from any groundwater lowering and surface drainage
ditches,
xvi. 50 feet between treatment units and property lines, and
xvii. 50 feet between low rate infiltration unit and public right of ways.

Mar.16, 2005 2:44PM
No -5064 P. 6/25
8. Public access to the irrigation/infiltration sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site_
9. The disposal system (drip irrigation system) at River Dunes shall be connected to a digital rain
gauge or moisture sensor thar shall indicate when wastewater application is not appropriate in
accordance with Condition 11(4) of this permit.
10. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn
the public or employees that the water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with the water.
b. Ali reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded,
taped, or otherwise marked to identify the source of the water as being reclaimed water.
i. Ali reclaimed water piping and appurtenances shall be either colored purple (i.e., Panton
522) and embossed or integrally stamped or marked "CA'UTION: RECLAIMED
WAFER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522)
identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite
sides of the pipe and repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Fantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines,
fastened at least every 10 feet to each pipe length and run continuously the entire length
of the pipe.
e. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e_, spigots or other hand -operated connections) shall not be
present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled
as being of non -potable quality. As an alternative to the use of locked below -grade vaults
with standard hose bibs services, hose bibs, which can only be operated by a special tool or
connected to a special hose connection, may be placed in non -lockable underground services
boxes clearly labeled as non -potable water.
11. Prior to operation of the wastewater treatment system, the Permittee shall submit a written
contract between the Permittee and a Division approved residuals handler. The Permittee shall
also submit documentation demonstrating that the contractor has modified their Water Quality
permit.
12. Upon completion of site grading and shaping and prior to the application of treated wastewater, a
licensed soil scientist or licensed hydrogeologist shall conduct an amended site evaluation, and an
amended site evaluation report shall be submitted to the Division of Water Quality. This report
shall specifically address, but not be limited to, the effects of grading/construction upon the
original site evaluation. The evaluation should include an investigation of key areas of grading,
including soil features such as depth to seasonal high water table, hydraulic conductivity, soil
series and the appropriateness of previous irrigations design loadings for the newly constructed
spray fields.

Mar.16. 2005 2:44PM No -5064 P. 7/25
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate
and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with ISA NCAC 8G .0201. The
ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this
permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained_ The annual nutrient assimilation
capacity of the cover crop shall not be exceeded.
4_ Irrigation (spray and/or drip) shall not be performed during inclement weather or when the .
ground is in a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation fields.
6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
7. The application rates for
a. Arapahoe Spray Irrigation Facility — Fields I thru 7 shall not exceed a cumulative loading of
68.3 inches over any twelve (12) month period at an instantaneous application rate not to
exceed 0.5 inches per hour.
b. Arapahoe Spray Irrigation Facility — Fields 8 thru 10 shall not exceed a cumulative loading of
16.9 inches over any twelve (12) month period at an instantaneous application rate not to
exceed 0.2 inches per hour.
c. River Dunes Reclaimed Drip Irrigation Facility — Fields 1 thru 5 shall not exceed a
cumulative loading of 10.9 inches over any twelve (12) month period at an instantaneous
application rate not to exceed 0.05 inches per hour.
d. River Dunes Reclaimed Infiltration Facility , Infiltration Basin 1 shall not exceed a loading
rate of 0.37 gallons per day per square foot.
e. River Dunes Reclaimed Infiltration Facility — Infiltration Basin 2 shall not exceed a loading
rate of 0.37 gallons per day per square foot.
f. River Dunes Reclaimed Infiltration Facility -- Infiltration Basin 3 shall not exceed a loading
rate of 0.34 gallons per day per square foot.
Automatically activated standby power sources shall be maintained at the Oriental WWTF,
Bayboro WWTF and Arapaho Spray Site and shall be operational at all times. If a generator is
employed as an alternate power supply,, it shall be tested weekly by interrupting the primary
power source.
9. No type of wastewater and/or reclaimed water other than that from Pamlico Regional Wastewater
Facilities shall be irrigated and/or infiltrated onto the disposal areas.
10. Freeboard in the Bayboro Storage Lagoon and River Dunes Storage Pond shall not be less than
two (2) feet at any time-

Mar•16. 2005 2:44PM
No -5064 P. 8/25
11. No traffic or equipment shall be allowed on the disposal areas except while installation occurs or
while normal maintenance is being performed.
12. if not already installed, waste -level gauges, to monitor waste levels in the storage ponds, shall be
installed within 60 days of issuance of this permit for existing ponds and prior to construction for
proposed ponds. The gauges shall have readily visible permanent markings indicating the
maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at
the bottom of the temporary liquid storage volume, and top of the dam elevations. Caution trust
be taken not to damage the integrity of the liner when installing the gauges.
13. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs,
erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin
embankment areas shall be kept mowed or otherwise controlled and accessible.
14_ All reclaimed water from the 125,000 GPD Oriental Reclaimed Water Scalping Plant shall be
routed to the Oriental three (3) stage facultative lagoon should the limit for fecal colifonn (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the
reclaimed water treatment plant have been corrected. The reclaimed water sent to the Oriental
facultative lagoon shall be irrigated at the Arapahoe Spray Irrigation Facility.
111. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and
an acceptable sampling reporting schedule shall be followed.
2_ Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR,
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
Measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimumof
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 Permittee shall keep records of flow
measurement device calibration on file for a period of at least three years. At a minimum, data to
be included in this documentation shall be:
a. Date of flow measurement device calibration
b_ Name of person performing calibration
c. Percent from true flow
3. The effluent from the Oriental and Bayboro Wastewater Treatment Facilities shall be monitored
by the Permittee at a point prior to irrigation every month for the following parameters:
Fecal Coliform
'BODS
TKN
pH
Total Phosphorus
NH, as N
NOZ-NO3
TSS

Mar,16. 2005 2:45PM No.5064 P. 9/25
4. As an indicator of proper operation and maintenance, the 125,000 GPD Oriental Reclaimed
Water Scalping Facility shall produce an effluent in compliance with the following limitations:
Parameter
Monthly Average"
Daily (Instantaneous) Maximum
Flow
125,000 GPD
Continuous Recording
PQD5 (5 -day, 20°C)
10 mg/]
15 mg/1
NH3 as N
4 mg/l
6 mg/l
TSS
5 mg/l
10 mg/1
Total Nitrogen
10 mg/1
2/Month Composite
Fecal Coliform
14 ptr 100 ml
25 per 100 ml
Turbidity
Effluent
10 NTU
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
Monthly averages. for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
v
Monthly average for fecal coliform. shall be the geometric mean of all samples collected
during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The Permittee shall monitor the effluent from the 125,000 GPD Oriental Reclaimed Water
Scalping Facility at a point prior to irrigation/infiltration for the following parameters:
Parameter
Sampling Point
Sampling Frequency Type of Sample
Flow
Influent or Effluent
Continuous Recording
Turbidity
Effluent
Continuous
B6D5 (5 -day, 20°C)
Effluent
--Recording
*2/Month Composite
NH3 as N
Effluent
*2/Mozatb Composite
Total Nitrogen
Effluent
2/Month Composite
TSS
Effluent
*2/Month Composite
Fecal Coliform
Effluent
*2/Month Grab
Settleable Matter
Effluent
Daily Grab
Residual Chlorine
Effluent
Daily Grab
NO3
Effluent
Triannually Grab
TDS
Effluent
Triannually Grab
TOC
Effluent
**Triannually Grab
Chloride
Effluent
Triannually Grab
pH
Effluent
�`*Triannuall Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July and November.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.

Mar•16. 2005 2:45PM
No,5064 P. 10/25
5. The Permittee shall maintain adequate records tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. Date and time of irrigation,
b. Volume of wastewater irrigated.
c. Zone irrigated.
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Weather conditions, and
g. Maintenance of cover crops.
6. Freeboard in the Bayboro Storage Lagoon and River Dunes Storage Pond shall be recorded
weekly.
7. Three (3) copies of all monitoring data [as specified in Conditions 111(2), 111(3) and III(4)) on
Form NDMR-1 and three (3) copies of all operation and disposal records [as specified in
Conditions 111(5) and 111(6)) on Form. NDAR-1 shall be submitted monthly on or before the last
day of the following month. All information shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A record shall be maintained of all residuals removed . from these facilities. This record shall
include the name of the hauler, permit authorizing the disposal or a letter from a municipality
agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed.
9. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on
each irrigation field at the Arapahoe Spray Irrigation Facility and the results maintained on file by
the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but
is not necessarily limited to, the following parameters:
Acidity
Magnesium,
Zinc
Percent Humie Matter
Calcium
Potassium
Copper
Cation Exchange Capacity
Sodium
Phosphorus
pH
Manganese
Exchangeable Sodium Percentage
Base Saturation (by calculation)
10. Maintenance logs shall be maintained at the Oriental Reclaimed Water Scalping Plant including
but not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir -
b, Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.

Mar.16. 2005 2:45PM
11. Noncompliance Notification:
No -5064 P. 11/25
The permittee shall report by telephone to the Washington Regional Office, telephone number
[phone], 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 wastewater treatment facility which results in the treatment 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.
d. Any time that self-monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or
[phone]. persons reporting such occurrences by telephone shall also file a written
report in letter form within five (5) days following first knowledge of the occurrence. This
report must outline the actions taken or proposed to be taken to ensure that the problem does
not rec ur.
IV. GROUNDWATER REQUIREMENTS
1. Well Construction I Abandonment Criteria:
a. Within ninety (90) days of permit issuance, six (6) monitor wells designated as MW -18,
MW -19, MW -20, MW -21, MW -22 and MW -23, three (3) upgradient and three (3)
downgradient, shall be installed in the vicinity of the River Dunes disposal sites to monitor
groundwater quality. The well(s) shall be constructed such that the water level in the well is
never above or below the screened (open) portion of the well at any time during the year.
The general location and name for each well is marked on Figure 1. Each monitoring well
shall . be located at the locations proposed and presented in Figure 1, constructed in
accordance with this permit, and approved by the Washington Regional Office.
b. Within ninety (90) days of permit issuance, five (5) piezometers shall be installed to monitor
vertical separation requirements between the water table and the applied wastewater. No
application of wastewater shall occur when the vertical separation between the depth of
application and the water table is less than 1 foot. The actual water table depth must be
verified prior to application of wastewater. The general location and name for each
piezometer is marked on Figure 1 and shall be constructed in accordance with this permit,
and approved by the Washington Regional Office.
c. A North Carolina Certified Well Contractor, the property owner, or the property lessee
according to General Statutes 87-98.4(b) (2) must construct the well(s). If the construction is
not performed by a certified well contractor, the property owner or lessee must physically
perforin the actual well construction activities, and the well(s) must be constructed according
to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and the local
county rules.

h r•16, 2005 2:46PM
No -5064 P. 12/25
d. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection
can be made of the monitoring well location. Such notification to the regional groundwater
supervisor shall be made during the normal office hours from. 8,00 a.m. until 5:00 p.m. on
Monday through Friday, excluding state holidays.
e. Within thirty (30) days of completion of all well and piezometer construction activities, a
certification must be received from a professional engineer or a licensed geologist certifying
that the monitoring wells are located according to this permit.
2_ Sampling Criteria:
a. The new monitor wells designated as MW -18, MW -19, MW -20, MW -21, MW -22 and MW -
23 (depicted on Figure 1) shall be sampled initially after construction and thereafter every
March, July, and November for the parameters listed below. Existing monitor wells MW -1,
MW -2, MW -3, MW -4, MW -5, and MW -6 at the Arapahoe spray irrigation sites, monitor
wells, MW -15, MW -17 and MW -18 located at the Oriental lagoon site, and monitor wells
MW -7, MW -8, MW -9, MW -10, MW -11, MW -12, MW -13 and MW -14 located at the
Bayboro lagoon site shall be sampled every March, July, and November for the parameters
listed below. prior to sampling the parameters, the measurement of water levels must be
taken, The depth to water in each well shall be measured from the surveyed point on the top
of the casing. The measuring points (top of well casing) of all monitoring wells shall be
surveyed relative to a common datum.
Water Level Chloride Total Organic Carbon (TOC)
Nitrate (NOYN) Fecal Coliforms Total Ammonia Nitrogen (NH3-N)
PH Total Dissolved Solids (TDS) Volatile Organic Compounds (VOC) I
1 Sampled in November only
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are detected in any
down -gradient monitoring well, additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in. the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells shall
,be subject to the additional sampling and analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the
following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 µg /L or less
2) Standard Method 6210, PQL at 0.5 µg/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg /L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg /L or less
5) Another method with prior approval by the Aquifer Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIE of Standard Method 6230D. Any method used must provide
a PQL of 0.5 µg /L or less, which must be supported by laboratory proficiency studies as
required by the DWQ Laboratory Certification Unit. Any constituents detected above the
Method Detection Limit (MDL) but below the PQL of 0.5 ltg /L must be qualified
(estimated) and repotted.

Mar,16, 2005 2:46PM
3. Reporting / Documentation:
No -5064 P. 13/25
a. All reports and documentation (GW -1, GW -30, GW -59) shall be mailed to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh., NC 27699-1636
Updated blank forms (GW -1, GW -30, GW -59) may be downloaded from the Groundwater
Section's website at http://g_w.ehnr.state.nc.us/ or requested from the address mentioned
above.
b. For the initial sampling of the well(s), the permittee shall submit a copy of the GW -1 Form
(Well Construction Record) with the Compliance Monitoring Form (GW -59) for each well to
theaddress listed in the "Reporting / Documentation" section of the Groundwater
Requirements. Initial Compliance Monitoring Forms that do not include copies of the GW -1
form may be returned to the permittee without being processed. Failure to submit these
forms as required by this permit may result in the initiation of enforcement activities pursuant
to NC General Statutes 143-215.6A.
The results of the sampling and analysis must be received on Form GW -59 (Groundwater
Quality Monitoring- Cornpliarnce Report Fortis) by the Aquifer Protection Section (address
listed in the "Reporting / Documentation" section of the Groundwater Requirements), on or
before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the petzrtit conditions must be reported using the
most recent GW -59 fortis along with attached copies of the laboratory analyses.
Within sixty (60) days of completion of [the / all] monitoring well(s), the permittee shall
submit two original copies of a scaled site map (scale no greater than 1"=100'); however,
special provisions may be granted upon prior approval for large properties. The map(s) must
include the following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring
point") relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is
established.
7) The location of Review and Compliance boundaries.
8) The date the trap is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps
and any supporting documentation shall be sent to the Aquifer Protection Section as
addressed in the "Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any map submitted, however
produced.

Mar•16. 2005 2:47PM
4. Vertical Separation Requirements:
No,5064 P. 14/25
Waste application activities shall not occur when the vertical separation between depth of
application and the water table is at less than one (1) foot. Verification of the water table
elevation can be confirmed by water level ;readings obtained from the piezometers and monitor
well(s) near the site or auger boring(s), which roust be done within 24 hours, prior to application
of wastewater. Any open boxings must be properly filled with native soil, prior to application to
decrease the chance of any waste contaminating the groundwater.
5. Applicable Boundaries:
a. Arapahoe Spray Irrigation Site:
The COMELiANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted after December 31, 1983 is established at
either 250 feet from the waste disposal area, or 50 feet within the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2I✓ .0106(d)(2).
ii. The REVIEW BOUNDARY is established around the disposal systems midway between
the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require action in accordance with 15A NCAC
2L .0106(d)(1).
b. River Dunes Disposal Sites:
i, The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the waste disposal
area(s) is specified by regulations in 15A NCAC 2H, Waste Not Discharged to Surface
Waters, specifically .0219(k)(1)(C)(i)(IU). The Compliance Boundary and the Review
Boundary for groundwater shall be established at the property boundary. An exceedance
of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
remediation action according to 15A NCAC 2L .0106(d)(2).
V, INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to
the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall keep an. inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the Permittee -
This log of inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available upon request to the Division or other permitting
authority_
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site
or facility at any reasonable time for the purpose of determining compliance with this permit,
may inspect or copy any records that must be maintained under the terms and conditions of this
permit, and may obtain samples of groundwater, surface water, or leachate.

Mar•16. 2005 2:47PM
VI. GENERAL CONDITIONS
No -5064 P. 15/25
1. This permit shall become voidable unless the' facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be submitted
to the Division accompanied by an application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
4_ Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B.0200, erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 2H,0500.
6. The Permittee shall retain a set of approved plans and specifications for the subject facility for the
life of the project.
7. The Permittee shall pay the annual administering and compliance fee within thirty days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action
to revoke this perrrtit as specified by 15 NCAC 2H.0205 (c)(4).
g. The Puttee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the facilities
described therein, and if warranted, will extend the permit for such period of time and under such
conditions and limitations as it may deem appropriate.
Permit issued this the l6th day of February, 2005
NORTH OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/-Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013348

Mar.16. 2005 2:47PM
Permit No. WQ0013348
February 16, 2005
ENGINEER'S CERTIFICA TION
Partial Final
No -5064 P. 16/25
Y , as a duly registered Professional Engineer in the State
of Notch Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location cued County
for the Permittee hereby state that, to the best of tiny abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.

Mar•16. 2005 2:47PM No -5064 P. 18/25
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ICONTRACT #3 — RAW SEWAGE PUMPING, '6A "" ♦ r
RECLAIMED WATER TRANSMISSION & 04�� R , ` MC&'ICRIED
DRIP IRRIGATION SYSTEM z �. 200 M<r4Kmae Cewt. ;wit• 2DO
Gary, ".It. Cot J;,.rf 2XIlf
DRIP IRRIGATION SYSTEM �,A Pho [phone], faw (Ut9)233-8031
OVERALL SITE PLAN u.00mxt fl0&*ftl
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Mar'16. 2005 2:48PM No•5064 P. 20/25
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Name: BROAD CREEK Location: 035' 04'02.6' N 076” 39'01 Y' W
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Scale: 1 Inch equals 4444 feet Reuse WWTP
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v�N1CIQM&CREED
December 14, 2004
Mr. Stephen Lane
151-B Hwy 24
Hestron Plaza 1 1
Morehead City, NC 28557
EC 1 72004 4
M°reheacd
M&C 01259-0008 (40)
RE: Bay River Metropolitan Sewerage District
Contract 3: Sewage Pumping, Reclaimed Water Transmission and Drip Irrigation System
CAMA Permit
Dear Mr. Lane:
Please accept this submission on behalf of the Bay River Metropolitan Sewerage District (BRMSD)
for a CAMA general permit. You will recall in early November our sub consultant, Todd
Prueninger of S&EC, met with you along the pipeline route to review the areas that Todd
indicated were under NC Division of Coastal Management jurisdiction. Based on this meeting
Todd provided McKim & Creed with four areas where property owners needed to be notified.
McKim & Creed then drafted letters to each of the property owners to provide proper
notification regarding the project. These letters were sent via certified mail to each property
owner affected and they were afforded the opportunity to comment to either McKim & Creed
or the NC Division of Coastal Management.
Enclosed in this package are each of the letters that were sent to the property owners, copies of
receipt verification, copies of any correspondence that was received from the owners, and a
$100 check. This should be sufficient information for you to release a permit, however, if you
need additional information please do not hesitate to contact me at [phone].
Sincerely,
McKIM & CREED, P.A.
�4) U( '
Patrick S. Allen, EI
Civil Designer
cc: Kevin Eberle, PE
Jim Krauss
Ed Mitchell
Todd Prueninger (S&EC)
S:\125910008\40-PermitiNCDENR -Division of Coastal Management - CAMA Permits—files11214041ane(camasubmittal).doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

44-4�""�MCKIM&CREED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 MBC 01259-0008 (40)
Perry -Griffin Foundation
P.O. Box 82
Oriental, NC 28571
RE: Bay River Metropolitan Sewerage District.
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Landowner:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1321 (Straight Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 60" corrugated metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 60" CMP via directional drill method within the N.C. Department of
Transportation Right -of -Way. The attached sketch accurately depicts the proposed
construction. This letter is part of the landowner notification process required by. the NCDENR
Division of Coastal Management for obtaining a CAMA General Permit required for the
referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
S:\1259\0008\40-Perm1t\NCDENR - Division of Coastal Management - CAMA Permits files\Impact 1 Letters\Petry-Gdffin.doc
200 MAcKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Perry -Griffin Foundation
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
S:\1259\ODO8\40-Permit\NCDENR -Division of Coastal Management - CAMA Permits files\Impact 1 Letters\Perry-Griffin.doc
v�MCM4&CREED

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Perry -Griffin Foundation
PO Box 82
Oriental, NC 28571
A. Sign
X 1 ❑ Agent
❑ Addresse
B. aogeived by (Printed Name) C.,Dptggf- $liver
D. Is delivery addWs different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. ice
T
ype
eCertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandis
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7002 315 0 0003 7342 4993
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-10

Perry -Griffin Foundation
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
�_ �� - e
1
Signature
AO 20 v
Date
S:\ 1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits-files\Impact 1 Letters\Perry-Griffin.doc
v�MCI<LM&=D

�Mc�&cr�ED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 M&C 01259-0008 (40)
Mr. Kenneth Dixon
P.O. Box 41
Merritt, NC 28556
RE: Bay River Metropolitan Sewerage District
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Mr. Dixon:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1321 (Straight Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 60" corrugated metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 60" CMP via directional drill method within the N.C. Department of
Transportation Right -of -Way. The attached sketch accurately depicts the proposed
construction. This letter is part of the landowner notification process required by the NCDENR
Division of Coastal Management for obtaining a CAMA General Permit required for the
referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
S:\1259\0008\40-Permit\NCDENR -Division of Coastal Management - CAMA Permits_files\Impact 1 Letters\Dixon.doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Mr. Kenneth Dixon
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
S:\ 1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permlts_Flles\Impact I Letters\Dlxon.doc
v
�MqMM&CREED

A& /
■ Complete items 1, 2, and 3. Also complete A. Signature
item 4 if Restricted Delivery is desired. ❑ Agent
X
■ Print your name and address on the reverse ❑ Addresse
so that we can return the card to you. B. R eived by ( Printed Name) C. Date of Delivei
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? ❑ Yes
1. Article Addressed to: If YES, enter delivery address below: ❑ No
Mr. Kenneth Dixon
PO Box 41
Merritt, NC 28556
2. Article Number
(Transfer from service label)
PS Form 3811, August 2001
3. a Type
Se
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandis
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7002 3150 0003 7342 5006
Domestic Return Receipt 102595 -02 -M -1c

vJMCIQM&crZEEEn
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 M&C 01259-0008 (40)
Bate Land Co., LP
3405 Trent Road
New Bern, NC 28562
RE: Bay River Metropolitan Sewerage District
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Landowner:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1317 (Orchard Creek Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 48" corrugated metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 48" CMP within the N.C. Department of Transportation Right -of -Way. The
attached sketch accurately depicts the proposed construction. This letter is part of the
landowner notification process required by the NCDENR Division of Coastal Management for
obtaining a CAMA General Permit required for the referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
5:\1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits files\Impact 2 Letters\Sales.doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Bate Land Co., LP
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
SA1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permils_files\Impact 2 Letters\Bates.doc
v,MCIQM&CREED

Bate Land Co., LP
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
�MccKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
V I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 1 13-229.
I have objections to the project as presently proposed and have enclosed
comments.
jj'�t-2. A 'Z�C)
Signature
3h^ c,.N
Date
S:\1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits_files\Impact 2 Letters\Bates.doc
vMCMM&CREED

■ Complete items 1, 2, and 3. Also complete
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so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
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1. Article Addressed to:
Bate Land Corp., LP
3405 Trent Road
New Bern, NC 28562
A. Signature
X. Agent
❑ Addressee
B. Receive by ( Printed Name) C. Date of Deliver
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Sey'ice Type
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4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7002 315 0 0003 7342 4986
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-10:

�MCQM&cr�EED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 MBC 01259-0008 (40)
Ms. Shirley Lee Tingle
P.O. Box 397
Bayboro, NC 28515
RE: Bay River Metropolitan Sewerage District
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Ms. Tingle:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1317 (Orchard Creek Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 48" corrugated metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 48" CMP within the N.C. Department of Trar}sportation Right -of -Way. The
attached sketch accurately depicts the proposed construction. This letter is part of the
landowner notification process required by the NCDENR Division of Coastal Management for
obtaining a CAMA General Permit required for the referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
S:\1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits files\Impact 2 LettersMngle.doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Ms. Shirley Tingle
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
SAM259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits files\Impact 2 Letters\Tingle.doc
vJMCIQM&CREED

IN Complete items 1, 2, and 3. Also complete A. Signa ure
item 4 if Restricted Delivery is desired. iJ / C1Agent
■ Print your name and address on the reverse X l ❑ Addresse
so that we can return the card to you. B. Received by ( rioted Name) Y C. Date of Deliver
IN Attach this card to the back of the mailpiece, 11-A13-01
1 ` Od
or on the front if space permits. 1
1. Article Addressed to: D. Is delivery address different from item 1? ❑ Yes'
If YES, enter delivery address below: ❑ No
Ms. Shirley Lee Tingle
PO Box 397
Bayboro, NC 28515
3. ice Type
7Certified Mail
❑ Express Mail
❑ Registered
❑ Return Receipt for Merchandis
❑ Insured Mail
❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7002 3150 0003 7342 4979
(Transfer from service label)
PS Form 3811, August 2001
Domestic Return Receipt
102595-02-M-10

�MCIQM£�CREED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 M&C 01259-0008 (40)
Weyerhaeuser Company
P.O. Box 1391
New Bern, NC 28563
RE: Bay River Metropolitan Sewerage District
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Landowner:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1317 (Orchard Creek Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 36" corrugate metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 36" CMP within the N.C. Department of Transportation Right -of -Way. The
attached sketch accurately depicts the proposed construction. This letter is part of the
landowner notification process required by the NCDENR Division of Coastal Management for
obtaining a CAMA General Permit required for the referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151-B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
SA1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permils_files\Impact 3 Letters\Weyerhaeuser.doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Weyerhaeuser Company
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
Patrick S. Allen, E.1
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
SA1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits_filesUmpact 3 Letters\Weyerhaeuser.doc
v�MCIQM&CREED

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Weyerhauser Company
PO Box 1391
New Bern, NC 28563
A. Si "atLre
X❑ Agent
' LJ Addresse
B. deceived b ririte meL C. Date of Deliver
D.' Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. See ice Type
IrJ Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandis,
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Mranscle Numbrfrom 7002 3150 0003 7342 4962
(transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt to2sss o M-110

�MCKfM&crtEED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
November 18, 2004 MBC 01259-0008 (40)
Benny Koontz
981 Cotton Grove Road
Lexington, NC 27292
RE: Bay River Metropolitan Sewerage District
Raw Sewage Pumping, Reclaimed Water Transmission
And Drip Irrigation System
CAMA Adjacent Landowner Notification
Dear Mr. Koontz:
This letter is to notify you, as an adjacent riparian landowner of an unnamed tributary crossing
SR 1317 (Orchard Creek Rd.) northeast of Oriental, North Carolina, that Bay River Metropolitan
Sewerage District proposes to construct a new 8" sewer line and a new 8" reclaimed water
transmission main under a 48" corrugated metal pipe (CMP) as part of the referenced project
construction activities. The 8" sewer force main and 8" reclaimed water transmission main will
be installed under the 48" CMP within the N.C. Department of Transportation Right -of -Way. The
attached sketch accurately depicts the proposed construction. This letter is part of the
landowner notification process required by the NCDENR Division of Coastal Management for
obtaining a CAMA General Permit required for the referenced project.
If you do not have objections to this proposal, please check the statement below, sign and date
the blanks below the statement, and return this letter, as soon as possible to:
Patrick S. Allen, E.I.
McKim & Creed, P.A.
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Should you have objections to this proposal, please send your written comments to:
NC Division of Coastal Management
Hestron Plaza II
151 -B Highway 24
Morehead City, NC 28557
Written comments must be received within ten (10) days of receipt of this notice.
S:it 259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits files\Impact 4 letters\Koontz.doc
200 MACKENAN COURT, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Mr. Benny Koontz
November 18, 2004
Page 2
Failure to respond in either method within ten (10) days will be interpreted as no objection.
Please contact me at [phone] if you have questions or require additional information.
Sincerely,
McKIM & CREED, P.A.
��FQ/MP
Patrick S. Allen, E.I.
Civil Designer
cc: Kevin Eberle, PE, Senior Project Manager
James Krauss, BRMSD Superintendent
/Attachment
I have no objection to the project as presently proposed and hereby
waive that right of objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date
5:\1259\0008\40-Permit\NCDENR - Division of Coastal Management - CAMA Permits fiiesllmpact 4 Iettersftontzdoc
�MC�F_�CREED

46
�McI<lN4&CREED
7002 3150 0003 7342 4955
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • iPRo. 19) 846-5900 Fax: [phone]
www.SandEC.co _
Transmittal UI.T 7.004
To: NCDENR-DW
Attn: Stephen Lane
151-B Hwy 24, Herston Bldg.
Morehead City, NC 28557
We Transmit to you Herewith:
❑ Drawings
❑ Specifications
❑ Brochures or photos
® Correspondence
❑ As per your request
r wl_ a
Project #: 8435. of�%wo )41/ *w
Project Name: Gum Thicket Force Main
File:
❑ For your information and files
❑ For comment or approval
❑ Returned for correction, resubmit
❑ Approved as noted
Under Separate Cover:
❑ By mail
❑ By courier
® By express
No. Copies
Document No.
Date
Description
1
8/4/04
Nationwide Permit 12
Remarks:
enclosures are not as listed as above, kindly notify us at once.
By: Todd Preuninger/jco
C
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

FILE
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
US Army Corps of Engineers
Attn: Mr. Scott Jones
107 Union Drive, Suite 200
Washington, North Carolina 27889
RE: Nationwide Permit 12
Gum Thicket Force Main
Merrit, Pamlico County, North Carolina
S&EC Project #: 8435.W1
Dear Mr. Jones:
August 4, 2004
7.004
Mwel,-;aU City CM
On behalf of the Bay River Metrpolitan Sewer District, we hereby request authorization
from the USACE to use Nationwide Permit 12 for proposed temporary impacts to
wetlands and stream channels associated with the construction of utility lines to serve the
adjacent residential homes. A Pre -construction Notification Application (PCN) is
attached, which includes an agent authorization form.
S&EC evaluated the area in the vicinity of the proposed utility lines for the presence of
wetlands in February of 2004. Data forms are attached in support of our delineation. The
proposed project is located on the north side of Straight Road (SR 1321) and Orchard
Creek Road (SR 1317) in Pamlico County. Please refer to the attached map (Figure 1)
for the project's location on a USGS topographic quadrangle.
Construction of the proposed sewer force main will proceed in accordance with all
general conditions stated within Nationwide Permit 12. For this reason, this project does
not require written concurrence from the NC-DWQ (condition 1 of state general
certification for NWP 12). Therefore, a copy of this application has not been
forwarded to the NC-DWQ.
The sewer line will be installed 5 feet from the edge of pavement within the existing road
shoulder. With the exception of Impacts 5 and 6A, the sewer line will be routed
underneath existing culverts, and will have minimal impacts to the existing stream
channel. In areas where the sewer line must be routed around the end of a culvert, the
line will not be placed more than 10 feet from the edge of the culvert. As indicated on
the attached map, one of the stream crossings will be avoided completely through the use
of directional drilling. Please note, that although not flagged in the field, impact 10 is a
Charlotte Office:
Greensboro Office:
Hickory Office:
236 LePhillip Court, Suite C
3817-E Lawndale Drive
622 Coon Mountain Lane
Concord, NC 28025 '
Greensboro, NC 27455
Taylorsville, NC 28681
Phone: [phone]
Phone: [phone]
Phone [phone]
Fax! 17041720-9406
Fax: [phone]
Fax: [phone]

August 4, 2004
S&EC Project #: 8435.W2
Page 2 of 2
jurisdictional ditch located near an agricultural field. We have included this as a stream
channel impact on the attached PCN form.
Temporary wetland impacts consist of approximately 0.22 acres of bottomland hardwood
forest and 80 linear feet of stream channel. Impacts are elaborated on in the attached
PCN and construction drawings.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses of waters of the US when the
installation of a utility line involves the conversion of a forested wetland to an herbaceous
wetland within the permanently maintained easement. The applicant requested a detailed
delineation of wetlands present on the along the proposed corridor prior to construction in
order to avoid wetland impacts. Because the construction corridor is located within an
existing road right-of-way additional clearing will be minimal. The proposed force main
will be installed beneath existing culverts whenever possible. Directional drilling will be
utilized when appropriate. In addition, the stream channels and/or ditches will be
restored to original contours following completion of the project and the banks will be
reseeded following current guidelines. Because the applicant will minimize impacts to
stream channels by utilizing perpendicular crossings within an existing right-of-way,
S&EC does not believe compensatory mitigation should be required by the USACE for
this project.
Sincerely,
Todd Preuninger
Biologist/Project Manager
Attachments:
Pre -construction (PCN) notification form
Site Plan
Site Location Map-USGS (Figure 1)
Site Location Map — Soil Survey (Figure 2)
Agent Authorization Form

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ❑ Riparian or Watershed Buffer Rules
❑ Section 10 Permit ❑ Isolated Wetland Permit from DWQ
❑ 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ❑
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ❑
II. Applicant Information
1. Owner/Applicant Information
Name: Bay River Metropolitan Sewer District (Attn: James Krauss)
Mailing Address: PO BOX 758
Bayboro North Carolina 27511
Telephone Number: 252-745-4812 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: preuninger(cr�SandEC com
Pagel of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17 -inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Gum Thicket Force Main
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): NA
4. Location
County: Pamlico County Nearest Town: Pamlico
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The site is located parallel to
Hi way 55 between the towns of Merrit and Moores Corner
5. Site coordinates, if available (UTM or Lat/Long): 035 03' 50" N 076 39' 33" W
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N
7. Nearest body of water (stream/river/sound/ocean/lake): Orchard Creek
River Basin: Neuse
(Note — this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at bttp://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The proposed utility line will be installed along an existing
grassed right of way.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of installation of utility lines (sewer). Typical excavating
equipment will be used to install the line.
11. Explain the purpose of the proposed work: The septic systems at residential homes are failing
and the line is also need to provide sewer for an expanding population in this area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Delineation conducted in February 2004
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The applicant proposes 9,731
square feet (22 acres) of temporary wetland impacts and 80 linear feet of stream impacts.
2. Individually list wetland impacts below:
Wetland Impact
Area of
Located within
Distance to
Site Number
Type of Impact*
Impact
100 -year Floodplain**
Nearest Stream
Type of Wetland***
(indicate on map)
(acres)
(yes/no)
(linear feet)
1
Temp. Excavation
.06
No
0-20
Bottomland Hardwood
Page 3 of 8

2
Temp. Excavation
.0005
No
0-20
Bottomland Hardwood
3
Temp. Excavation
.006
No
0-20
Bottomland Hardwood
4
Temp. Excavation
.02
No
0-20
Bottomland Hardwood
5
Temp. Excavation
.04
No
0-20
Bottomland Hardwood
6
Temp. Excavation
.03
No
0-20
Bottomland Hardwood
7
Temp. Excavation
.009
No
0-20
Bottomland Hardwood
8
Temp. Excavation
.02
No
0-20
Bottomland Hardwood
9
Temp. Excavation
.02
No
0-20
Bottomland Hardwood
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100 -Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA -approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov_.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: NA
Total area of wetland impact proposed: .22 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact*
Length of
Impact
(linear feet)
Stream Name**
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
(please specify)
4
Temp.
20
UT to Orchard Creek
6
Perennial
5
Temp.
20
UT to Orchard Creek
4
Perennial
6A
Temp.
20
UT to Orchard Creek
4
Perennial
10
Temp.
20
UT to Orchard Creek
34
Intermittent/Ditch
I -
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts anu assvclateu lip -tap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip -rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Area of
Name of Waterbody
Type of Waterbody
(lake, estuary, sound,
Site Number
Type of Impact*
Impact
(if applicable)
pond,
bay, ocean, etc.)
(indicate on map)
(acres)
N/A
N/A
N/A
N/A
N/A
* List each impact separately and identity temporary impacts. impacts include, but are not nmttea to: nti, excavation, utcugu19,
flooding, drainage, bulkheads, etc.
Page 4 of 8

5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ❑ uplands ❑ stream ❑ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw -down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts to stream channels were minimized by directional drilling and by routing the sewer
line below the existing culverts whenever possible In addition the line is being installed five
feet from the edge of pavement in an existing right-of-way in order to reduce the amount of
clearing and land disturbance.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE — In accordance with the Final Notice of Issuance ,and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 5 of 8

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts are temporary and because directional drilling will be utilized to
minimize impacts we do not believe mitigation should be required. However, if mitigation
is required we propose payment to the NCEEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non -riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes N No ❑
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ❑ No
Page 6 of 8

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ❑ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar -Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ❑ No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*
Impact
(square feet)
Multiplier
Required
Mitigation
1
N/A
3
N/A
2
N/A
1.5
N/A
Total
N/A
NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
Page 7 of 8

XII. Sewage Disposal (required by DWQ)
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
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ❑ No
Is this an after -the -fact permit application?
Yes ❑ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applican gent's ignature / Date
(Agent's signature is va id only if an authorization letter from the a licant is provided.)
Page 8 of 8

05/17/2004 17:01 2527458057 BRMSD PAGE 02
05/17/2004 16:56 FAX a 002
Environmental Consultants, PA
Sc Road • Raleieh, North Carofti 27614 d Phone: [phone] • Fax: [phone]
www.SaedPC.o=
AGENT AUTHOR MATION FORM
Name:
Phone:
Project Name/Description:
Dabt: 710
The Department of the Army
U-& Army Corps of Engineers, W dn-dn&n District
P.O. Box 1890
Wilmington, NC 28402
Attn:��r`F�s
Field Office:
Re: Wetlands Related Consulting and Per=dtting
To Whom. It May Concern:
I, the current Mph owner, bereby desipute and authorize Soil & Environmental Consultants, PA W
act in my behalf as my agent in the processing of permit applications, to furnish upon t
supplemental ati support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence com-erning the agent for avis project.
NOTICE: This authorization,, for liability and professional courtesy reasons, is valid only for
goverment officials to tnteK the property when accompanied by S&EC Staff. You should call S&EC
to 5s'anLf,'.�it f to� the site.
T�a
f�s5
Pristt Property Owner's Name ft rty Owners Signature
cc: Nor. John+ Dorney cc: Mr. Todd Preuninger
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Bovkvard
Raleigh, NC 27604
chadrru� a o = nsao�o Office: tai wlx C�lficn.
2361.ePhi P Cosa 5 U C 3$17-E LawndWe Drive 622 Coon Mountain Lane
Concord, NC 28023 orecnsbmo, NC 27455 Taylors-/ le. KC 28681
Mnc: [phone] Pb*na; (336) 5404234 Phone [phone]
Fax: [phone] Fax: [phone] Fun. [phone]

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Gum Thicket Force Main/ S&EC Project #8435.W1
Date: August 4, 2004
County: Pamlico
Applicant/Owner: Bay River Metropolitan Sewer District
Investigator: Todd Preuninger
State: NC
Do Normal Circumstances exist on the site? X Yes No
Community ID: Pine -Hardwoods
Is the site significantly disturbed (Atypical Situation)? Yes X No
Transect ID:
Is the area a potential Problem Area? Yes X No
Plot ID: Upland / near flag 118
(If needed, explain on reverse.)
3. Quercus nigra
Dominant Plant Species
Stratum
Indicator
Dominant Plant Species Stratum Indicator
1. Fagus grandifolia
TREE
FACU
9.
2. Pinus taeda
TREE
FAC
10.
3. Quercus nigra
TREE
FAC
11.
4. Arundinaria gigantea
HERB
FACW
12.
5. Smilax bona-nox
VINE
FAC
13.
6. Ilex glabra
SHRUB
FACW
14.
7.
15.
8.
16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-):
83%
Remarks: >50% of dominant species are OBL, FACW, OR FAC, thus plants meet criteria for hydrophytic vegetation.
uvnonm ^r -1V
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
_ Other _ Saturated in Upper 12 Inches
X No Recorded Data Available _ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water -Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12" (in.) — FAC -Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: >12" (in.)
Remarks: No indicators for wetland hydrology present.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Gum Thicket Force Main / S&EC Project #8435.W1 Plot ID: Upland
SOILS
Map Unit Name
Drainage Class: Poorly
drained
(Series and Phase): Yonges loamy fine sand
Field Observations
Taxonomy (Subgroup): Typic Ochraqualfs
Confirm Mapped Type?
X Yes No
Profile Description:
Depth Matrix Color
Mottle Color Mottle
Texture, Concretions,
inches Horizon (Munsell Moist)
(Munsell Moist) Abundance/Contrast
Structure, etc.
0-8 10YR 4/4
Loam
8-14 10YR 5/4
Sandy loam
Hydric Soil Indicators:
Histosol
Concretions
Histic Epipedon
High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
Organic Streaking in Sandy Soils
Aquic Moisture Regime
Listed on Local Hydric Soils List
Reducing Conditions
Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors
Other (Explain in Remarks)
Remarks: Hydric soils not present at data point.
WETLANDS DETERMINATION
n Present? X Yes No
Is tl
esent? Yes X No
_
Yes X No
Joint not within a wetland due to the absence of wetland hydrology ar

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Gum Thicket Force Main/ S&EC Project #8435.W1
Applicant/Owner: Bay River Metropolitan Sewer District
Investigator: Todd Preuninger
Date: August 4, 2004
County: Pamlico
State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID:
(If needed, explain on reverse.)
Bottomland Hardwoods
Wetland / near flag 118
Dominant Plant Species
Stratum
Indicator
Dominant Plant Species Stratum Indicator
1. Nyssa sylvatica
TREE
OBL
9.
2. Acer rubrum
TREE
FAC
10.
3. Sabal minor
SHRUB
FACW
11.
4. Juncus effuses
HERB
FACW+
12.
5. Smilax laurifolia
VINE
FACW+
13.
6. Ilex glabra
SHRUB
FACW
14.
7. Myrica cerfera
SHRUB
FAC+
15.
8. Cyrilla racemiflora
SHRUB
FACW
16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-):
100%
Remarks: >50% of dominant species are OBL, FACW, OR FAC, thus plants meet criteria for hydrophytic vegetation.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
_ Other X Saturated in Upper 12 Inches
X No Recorded Data Available _ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) _ Water -Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: 2" (in.) FAC -Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0" (in.)
Remarks: Wetland hydrology evident with one primary indicator and one secondary indicator present.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Gum Thicket Force Main / S&EC Project #8435.W1 Plot ID: Wetland/Near flag 118
SOILS
Map Unit Name
Drainage Class: Moderate) well -drained
(Series and Phase): Altavista loamy fine sand, 0-2% slopes Field Observations
Taxonomy (Subgroup): Aquic Hapludults
Confirm Mapped Type? X Yes No
Profile Description:
Depth Matrix Color
Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist)
(Munsell Moist) Abundance/Contrast Structure, etc.
0-12 10YR 3/1
10YR 5/6 Many/distinct Clay
Hydric Soil Indicators:
Histosol
Concretions
Histic Epipedon
High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
Organic Streaking in Sandy Soils
X Aquic Moisture Regime
Listed on Local Hydric Soils List
Reducing Conditions
Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors
Other (Explain in Remarks)
Remarks: Hydric soils present at sampling point.
\AlCTI nuns nG=DKAIIJATInN
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
J Hydric Soils Present?
Remarks: Sampling point is within a wetland.
X Yes _ No I Is this sampling point within a wetland?
X Yes _ No I X Yes No
X Yes No

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Name: ORIENTAL Location: 035' 03'50.4" N 076° 39'33.3" W
Date: 8/3/2004
Scale: 1 inch equals 2000 feet
Copyright (C)1997. Maplech, Inc

`I C%►4�y�e1, NOTES:
L O INSTALL 20 LF, e' D.I. PIPE O
I. LOCATIONS FOR EXISTING UTILITIES ARE APPRO%!MATE.
O CENTERED OVER ]6' CMP W/ MIN. O LOCATION.CTOR SHALL VERt Y
t 10' VERT. SEPARATION. SEE o ^P aO ^ FOR CONTUNDERGROUND UTILITIES PROR TOZE. DEPTH. AND BEGINNINGE
EO„ 18' PVC FORCEMAIN CROSSING DETAILMIN. Is. SHEET D1. N CONSTRUCTION.
NoRTN SEPARATION E�� p/ — 7. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
8' RECLAIMED WATER ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
_ DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
TRANSMISSION LINE 6JB BE MADE SEPARATELY. BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
WETLANDS LIMITSt \
3,-7 f� V _ —� — —' — APPROXIMATE IMPACT
AREA = 936 SQ. FT.
Zm
1 I \ \ \
_ 5 OFF EDP (MIN.) I I I \ \ \ \ \
S'OFF EDP (MIN.) \ C, 't
WETLAND LIMITS
Q, 5
tr
WETLAND IMPACTS
200+00 201+00 202+00 203+00 204+00 205+00 208+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 Z15+00
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20
15
10
5
0
-5
-10
52+00 63+00 64+00 95+00 66+00 57+00 68+00 68+00 70+00 71+00 72+00 73+00 74+00 75+00 78+
Ow7E: MNL 04 SCALE C1� �A/yr
Ylf HfQI 1260000! W / W
ortAW �!l Haa2ARAL
P6
PRw 1102 KICE m
TANS a`NIOI
1
INSTALL 20 LF. B' D.I. PIPE
o \
o
Y 0.1. PIPE
0
O
CENTERED VNOER (2) N' RCP W/
MIN. IS_ VERT. SEPARATION. SEE
C OSSING DETAIL'C SHEET D,.
e t \
\ \
/t
O
8' PVC FORCEMAIN
INSTALL 20 LF.
CENTERED UNDER (2) 24' RCP WI
MIN. 1e' VERT. SEPARATION. SEE
CROSSING DETAL'C SHEET Dt.
APPROXIMATEIMPACT
++
d
_ -
20
.Z
,s o\
a` L\
8' RECLAIMED WATER
AREA = 2'687 SQ. FT.
W
- _
-
11e
`%,
117 116 t �— — _
MIN. te' TRANSMISSION LINE
SEPARATIQN
11�
WETLANDS LIMITS
InW
w =
_
-` 2
Uw
- _
SR�32�4ST�2AJ�#T�Q40}—_ _
'' 0
_ W1�_
a
In (C'1
x
mMI-
~
—
_
^II
_
cn
5 ' OFF EDP (MIN.)
T+ — — _ _
— _ _
M
m rn
m ...(
--lD
WETLANDS LIMITS
- - - - - -
_
u
S' OFF EOP (MIN.)
a
APPROXIMATE IMPACT
1
AREA = 0 SQ. FT.
NOTES:
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE.
1
2 CONTRACTOR SHALL VERIFY LOCATION, SIZE. DEPTH, AND TYPE
FOR ALL UNDERGROUND VTIUTIES PRIOR TO BEGINNING
CONSTRUCTION.
]. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EJO STING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
'
DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
BE MADE SEPARATELY, BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
®
WETLAND LIMITS
WETLAND IMPACTS
20
15
10
5
0
-5
-10
52+00 63+00 64+00 95+00 66+00 57+00 68+00 68+00 70+00 71+00 72+00 73+00 74+00 75+00 78+
Ow7E: MNL 04 SCALE C1� �A/yr
Ylf HfQI 1260000! W / W
ortAW �!l Haa2ARAL
P6
PRw 1102 KICE m
TANS a`NIOI

1
oR
Ty I APPROXIMATE IMPACT
00 00 1 AREA = < 25 SQ. FT. 00
O �
8' PVC FORCEMAIN WETLANDS POINT
8' RECLAIMED WATE
D
TRANSMISSION LINE MIN. 1C o
SEPARATION m x
I ''� - - -- �-- -- -- -- mr
t'7 `R _ _ _ _ _ _ _ _`�� _ _ _ _ _ _ _ _ - - 101
e...l 3 =m
a _ _ m
I--UU _ _ �B _ _ _ _ _ _ — — SI 1 24-(STROA$} — — — — — — -4
D
U) w — — m
_
U)
Lu
-- — — -- -- -- -- -- -- -- orn
Jw _ _ _ _ -- +
_
w---- — —� /\ 5' OFF EDP (MIN.) Cl
UInv_)\
F -
Q 5' OFF EOP (MIN.)
2
® WETLAND LIMITS
imWETLAND IMPACTS
NOTES
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE -
2 CONTRACTOR SHALL VERIFY LOCATION. SIZE. DEPTH. AND TYPE
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
T. CONTRACTOR SHALL PUN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
DIRECTED BY THE ENGINEER PAYMENT FOR THIS WORN WILL NOT
BE MADE SEPARATELY. BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
104+00 704+00 105+00 106+00 107+00 105+00 109+00 110+00 111+00 112+00 113+DO 114+00 115+00 116+00
!zf��J—
SCALE nk
arm
IN>rmxvu:
P9
NA
TAM

1
APPROXIMATE IMPACT
AREA = 0 SQ. FT.
1
�T
y
1
DIRECTIONAL DRILL
o 0
t STREAM CROSSING
r
300 LF OF 8' HPDE PIPE
8' PVC FORCEMAIN
1
o
8' RECLAIMED WATER
I,
d
.�
- - -- - - - - - -
TRANSMISSION LINE SEPARATION
.•
D
TAr — -- --
-- --
Inw
z �
:II
- — -- — — —
— — — — —aft t3 GRT- )- — — — —
m�
i m
:J LU
=w
— — —
_ — — —
— — mcn
m�
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-- -----�---
-- -- --
-+n
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— — — — — — — — --
S' OFF EOP (MIN.)
+
O
O
NOTES:
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE
2. CONTRACTOR SHALL VERIFY LOCATION. SIZE. DEPTH. AND TYPE
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
7. CONTRACTOR SHALL PUN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTIUTIES PRIOR TO PIPELINE INSTALLATION AS
DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
®BE
WETLAND LIMITS
MA06SEPARATELY. NIT PRICE ITEMS. SHOULD BE INCLUDED AS PART OF
OTHER U
.1I
WETLAND IMPACTS
20
5
t5
10
to
NEI EEE
s
—
to
-10
�A
116+00
117+00 118+00 119+00
120+00 121+00 122+00 _ 123+00 124+00 125+00 125+00
127+00 125+00 129+00
130+00
03
SCALECON7RACT
12SD! W710
1'fOl M
BAY RIVER
MIUMVC
RAW SEYVAGE PUMPING &
TRANSMISSION
m
METROPOLITAN
RECI-AIMED WATM
CHIX�XLE � Pio
zoo u«rth C 11n. 75S.11 200 SEWERAGE DISTRICT
Cay, Nath Cardfna 27511 -
RAW SEWARE & RECUUMED
ryaal 1ioR Xa NA
Ph— (919)233--8091, F.. [phone] ,
AAaXVMT enDDaeen NORTH CAROLINA
WATER TR/N JStd�� MAIN
_ _

0 0
m
'PVC FORCEMAIN
,\ \
�l
�d
'RECLAIMED WATER
MIN. 18'
TRANSMISSION LINE
CC SEPARATION
— — _
\
— — — —
_\1\
— —
_ — — — — — —
INSTALL 20 LF. S' D.I. PIPE — — — —
CENTERED UNDER 7!' RCP W/ MIN. INSTALL 20 LF. e' D.I. PI / — _ — —
1Ir VERT. SEPARATION. SEE CENTERED UNDER M I' RCP MIN. X1317-am�, � .��1 ir m
BMT 1�«tiT7 �' yl`RT
N — — — _ _
CROSSING DETAIL V SHEET D1. tE' VERT. SEPARATION. SEE
CROSSING OETAIL'C' SHEET Dl. ' — — _ _ —
— —
— — T ITT
—
in
M
D
00
�
J �
ut m
S'OFF EDP (MIN.) o
o j
W2 WETLANDS LIMITS
2h IN —
/—'
LU
ul
NOTES'
}U u APPROXIMATE IMPACT
1. LOCATIONSFOR ExIsnNG UnUTIES ARE APPROMMATE.
2, CONTRACTOR SHALL VERIFY LOCATION, SIZE, DEPTH, ANO TYPE
AREA = 275 SQ. FT.
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
SOFF EDP (MIN.) w 1
CONSTRUCTION.
]. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR PIPELINE INSTAL
DIRECTED BY THE ENGINEER PAA YMENT FOR THIS WORKORK WILL NOT
\
\
BE MADE SEPARATELY, BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
� 1
® WETLAND LIMITS \ 1
�7 WETLAND IMPACTS
20
20
15
15
10
10
,
5
,
t
•
0
—5
_5
—10
—10
171+00 172+00 175+00 174+00 175+00 175+00 177+00 176+00 179+00 180+00 181+00 182+00 183+00 184+00 10.5+00
;EZ
BAY RIVER
V1>tM1r1&CREED `5 : ...=,oEvafn
METROPOLITAN
CNTRACT #3 DAIL MIX M SC.1lE n[ ar
RAW SEWAGE PUMPING & I' A`
m
RECLAIMED WATER TRANSMISSION
Oam® P14 K4 VE>e1K'�4.
200 ModCMTwn Court. Sults 2O0
olinic 275111. SEWERAGE DISTRICT
RAW SEWAGE & RECLAIMED� � � KA
(�i9)z �919�2�5 Bo,1
NORTH CAROLINA
rw..mck4ncvsd.c«n
WATER TRAN ISSION MAIN TATU4
PLAN O ILL
PLAN/PROFILE

S' OFF
�IA
0o sof, oo o0
o � o
m � v
N N N
® WETLAND LIMITS
EmWETLAND IMPACTS
_
�wETLANDS LIMITS
APPROXIMATE IMPACT
AREA = 1939 SQ. FT.
MIN. 14'
SEPARATION
NOTES;
�,A
n
N
/ 1n1.
"0 v
00
S' OFF EOP (MIN.)
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE \
2. CONTRACTOR SHALL VERIFY LOCATION. SIZE. DEPTH. AND TYPE \
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
]. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
BE MADE SEPARATELY. BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
20
15
10
-5
-10
Z28+00 229+00 230+00 - 231+00 212+00 233+00 234+00 275+00 238+00 237+00 238+00 239+00 240+00 241+00 242+00 24.x+00
-4 , CONTRACT #3rAL rAl DA7L AMa 04 SCALE k rr
`� TK/'�'�/`' �('i�{, //��TT��''��IEB) 1.1 '" BAY RIVER RAW SEWAGE PUMPING d� , `�'�°L� ,' N�NTAL:
CUr8
�% METROPOLITAN RECWMED WATER TRANSMISSION °�� "� P18
200 M..K-w Court, Suite 200 O¢� KCE VixncAL
Cara N-th C-11nc 27511 SEWERAGE DISTRICT RAW SEWAGE $ RECLAIMED I'LL 10R 'OE
Phones [phone]. F= [phone]
AAOOtQDCT.,., NORTH CAROLINA WATERPLT�� MAIN TATUs �.
..v.malN„or,ee.cem
o.. y'
(4) 45' BENDS INSTALL 6
REMOVE AND REPLACE EXISTING
— FORCEMAIN d S' RECLAIMED
RIPRAP
— — TRANSMISSION LINE MIN. S' OFF
•
-- —
— — END OF EXISTING 24' CMP. SEE
— _ CROSSING DETAIL 'A-. SHEET DI.
8' PVC FORCEMAIN
•
8' RECLAIMED WATER
TRANSMISSION LINE
® WETLAND LIMITS
EmWETLAND IMPACTS
_
�wETLANDS LIMITS
APPROXIMATE IMPACT
AREA = 1939 SQ. FT.
MIN. 14'
SEPARATION
NOTES;
�,A
n
N
/ 1n1.
"0 v
00
S' OFF EOP (MIN.)
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE \
2. CONTRACTOR SHALL VERIFY LOCATION. SIZE. DEPTH. AND TYPE \
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
]. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
BE MADE SEPARATELY. BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
20
15
10
-5
-10
Z28+00 229+00 230+00 - 231+00 212+00 233+00 234+00 275+00 238+00 237+00 238+00 239+00 240+00 241+00 242+00 24.x+00
-4 , CONTRACT #3rAL rAl DA7L AMa 04 SCALE k rr
`� TK/'�'�/`' �('i�{, //��TT��''��IEB) 1.1 '" BAY RIVER RAW SEWAGE PUMPING d� , `�'�°L� ,' N�NTAL:
CUr8
�% METROPOLITAN RECWMED WATER TRANSMISSION °�� "� P18
200 M..K-w Court, Suite 200 O¢� KCE VixncAL
Cara N-th C-11nc 27511 SEWERAGE DISTRICT RAW SEWAGE $ RECLAIMED I'LL 10R 'OE
Phones [phone]. F= [phone]
AAOOtQDCT.,., NORTH CAROLINA WATERPLT�� MAIN TATUs �.
..v.malN„or,ee.cem

2c
AU co\ \ \ B2{ a29 _ —a
925—
` _ SZT
U
5'OFF EOP(MIN.) ETLAND ' LIMIT
P R XIMA E IMPAC I A O 1
I I I I A EA = 150 SQ. FT.
�
1 1 i I I I D �
O
O
N 8" PVC_FORCEMAIN
8- RECLAIMED WATER
TRANSMISSION LINE
® WETLAND LIMITS
09 WETLAND IMPACTS
1
(t) 45' BENDS INSTALL 8-
1
`
r4i
Q !' RECLNMED N
tiO
RTy
TRANSMISSION LINE MIN. S OFF
O
O ,
'O
O
O
f
h
Np
�Q Q
H 1
D
E
CENTERED OVER 0E' CMPW/ MN
1!' VERT. SEPARATION. SEE 1
(V lll�
CROSSING DETNL'C' SHEET 01.
2c
AU co\ \ \ B2{ a29 _ —a
925—
` _ SZT
U
5'OFF EOP(MIN.) ETLAND ' LIMIT
P R XIMA E IMPAC I A O 1
I I I I A EA = 150 SQ. FT.
�
1 1 i I I I D �
O
O
N 8" PVC_FORCEMAIN
8- RECLAIMED WATER
TRANSMISSION LINE
® WETLAND LIMITS
09 WETLAND IMPACTS
20
15
10
5
0
-5
-10
00
tK CONTRACT #3 DAIS M110{ SCAB
WRM[/��aA
17�°°
RAW SEWAGE PUMPING RIVER
1 " _ METROPOLITAN RECLAJMED WATT TRANSMISSION 0E9°`� wm P19
200 Yaorhnon Court, 7511 200 SEWERAGE DISTRICT RAW SEWAGE & R�CLAJMED m an Km K&
Cay. North Cording 27511 PRRI 4OL XLY IM
Phor [phone], Fmc (919)233--8031 .
AA0002M) D]OOOMH _ NORTH CAROLINA WATER yTR``A,'N I/S�SION MAJN
010%..FORCEMAIN
(t) 45' BENDS INSTALL 8-
Q !' RECLNMED N
TRANSMISSION LINE MIN. S OFF
ENO OF EXISTING 41' CMP. SEE
CROSSING DETAIL 'A'. SHEET 01. INSTALL NCDOT
CLASS 1 RIP RAP
(MIN. 24' OEPTH
WIFA8RIC) ENTIRE 3
WIDTH OF DISTURBED AREAD
1
MIN. 10'
mx
SEPARATION
m r_
Tn Z
=m
9
_ _ m to
- - - -6y
m�
>
� N
O v
O
5. OFF EDP (MIN.)
c
NOTES:
1. LOCATIONS FOR EXISTING UTILITIES ARE APPROXIMATE.
2. CONTRACTOR SHALL VERIFY LOCATION. SIZE. DEPTH. AND TYPE
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
1, CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
I
DIRECTED BY THE ENGINEER PAYMENT FOR THIS WORK WILL NOT
BE MADE SEPARATELY. BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
20
15
10
5
0
-5
-10
00
tK CONTRACT #3 DAIS M110{ SCAB
WRM[/��aA
17�°°
RAW SEWAGE PUMPING RIVER
1 " _ METROPOLITAN RECLAJMED WATT TRANSMISSION 0E9°`� wm P19
200 Yaorhnon Court, 7511 200 SEWERAGE DISTRICT RAW SEWAGE & R�CLAJMED m an Km K&
Cay. North Cording 27511 PRRI 4OL XLY IM
Phor [phone], Fmc (919)233--8031 .
AA0002M) D]OOOMH _ NORTH CAROLINA WATER yTR``A,'N I/S�SION MAJN

0
IA27 'x00
/
APPROXIMATE IMPACT 6
AREA = 409 SQ. FT.
g WETLANDS LIMITS / \\
8' PVC FORCEMAIN
ry I ry
8' RECLAIMED WATER I Blv
—
IN.
o 1? \
TRANSMISSION LINE € Bxo B20
_ I
-
O — — SEPARMATION
— —
W
I \
U) W
-
z U)
— — — 5' OFF EDP (MIND
J W
< W i \\
U U) 5' OFF EOP (MIN.)
a '
/ 1 (NOTES:
'i. LOCATIONS FOR EXISTING UTIUTIES ARE APPROXIMATE
Z. CONTRACTOR SHALL VERIFY LOCATION, SIZE. DEPTH, AND TYPE
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
]_ CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
® DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK WILL NOT
I WETLAND LIMITS I BE MADE SEPARATELY. BUT SHOULD BE INCLUDEDAS PART OF
OTHER UNIT PRICE ITEMS.
WETLAND IMPACTS
257+00 256+00 254+00 286+00 251+00 262+00 263+00 264+00 255+00 286+00 - 267+00 286+00 289+00 270+00 271+00
UATE: MR 04 ¢`JOE
aim
'MR1l r< lI1200M OYZONTAL:.
oBAMI
DKm %9RK'.4L P20
PRCU IKM NA
I'm
ATUS t'�1

ZAdk'
0 0
0
n
N N
08'
+TRANSMISSION
N
IL
Q F-
W
w
Z
�LU
- - - - -
_ _ _
M)N- 11'
_ - - - - - -SEPARATION
-
_
- - -
8' PVC FORCEMAIN
RECLAIMED WATER
LINE
- - - - - -
-���n (9R6JdAR9 eo �vl _
- -
B1.
- - -
BIS _ - - _
- - -
3
D
m S
m r
(n Z
xm
mcn
--I
LU
= w _ - - _ --
--
Ci U)
-- -- --
--
IQ
_ _ _ IQ,+
2 5. OFF EDP (MIN.)
_
O
WETLANDS LIMITS
5- OFF EDP (MIN.)
APPROXIMATE IMPACT
�Hb►��
AREA = 850 SO. FT.
NOTES:
1. LOCATIONS FOR EXISTING UTIUTIES ARE APPROXIMATE
2. CONTRACTOR SHALL VERIFY LOCATION, SIZE. DEPT/, AND TYPE
FOR ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
-
CONSTRUCTION.
3. CONTRACTOR SHALL PLAN TO COMPLETE TEST PITS TO LOCATE
ALL EXISTING UTILITIES PRIOR TO PIPELINE INSTALLATION AS
DIRECTED BY THE ENGINEER PAYMENT FOR THIS WORK WILL NOT
WETLAND LIMITS
®
8E MADE SEPARATELY, BUT SHOULD BE INCLUDED AS PART OF
OTHER UNIT PRICE ITEMS.
WETLAND IMPACTS
llq =
20
15
10
5
0
-5
-10
271+00 272+00 273+00 274+00 275+00 276+00 277+00 276+00 279+00 280+00 281+00 282+00 293+00
rx r.LCONTRACT #3
DATE AML a SCALE
BAY RIVER RAW SEWAGE PUMPING • „'VHL
° NDA2IDTTAL
V1Y1WL1YilJ L RLiI_ilJ . "{ ;,
zDENK.CDIrm
METROPOLITAN RECLAIMED WAS TRANSMISSION
� P21
oo u«t«Tt Suit zoo D IcaC-y. N«,n C«1k. 2751,.
SEWERAGE DISTRICT RAW SEWAGE & RECL MMI'm '"IE "A
Ph— (919)23.1-8091, F— [phone]
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