20091090 Ver 1_CAMA Permit Application_20091014

?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 12 October 2009
SUBJECT: CAMA Application Review
APPLICANT: Town of Columbia
Dee Freeman
Secretary
p9- 1 090
Respond to Doug Huggett
Morehead City Office
OCT 1 4 2009
DEM - WATER QUALITY
M ANDSTQRMWAVAMMM
PROJECT LOCATION: Off Green Street adjacent the North Boundary Canal and Scuppernong
River in the Town of Columbia, Tyrrell County, North Carolina
PROPOSED PROJECT: Applicant proposes to demolish structures and construct additional
structures at the wastewater treatment facility located off Green Street. The applicant also
proposes to install a 12" diameter.pffluent diffuser along North Boundary Canal ±200' into the
Scuppernong River. Two navigational aides will be installed to mark the diffuser near the Town
of Columbia, in Tyrrell County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 2
November 2009. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding
the proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally
Town of Columbia
Wastewater Treatment Plant Effluent Outfall and Diffuser
Tyrrell County
Project setting
The project site is located at the old wastewater treatment plant (WWTP) off Green Street in the Town of
Columbia, adjacent the North Boundary Canal in Tyrrell County. This facility has been abandoned, with the
exception of the discharge outfall, since the construction of a new 300,000 gallon per day (GPD) facility located
north of Columbia off SR 1214. North Boundary Canal flows directly into the Scuppernong River approximately
1,500' downstream (north) of downtown Columbia.
The old WWTP is located on an upland area adjacent North Boundary Canal (Canal) and is
approximately 1,700 feet from the Scuppernong River. The elevation of the upland area is approximately 1.5' to
2.0' above Normal Water Level (NWL). An existing gravel drive off Green Street provides ingress and egress to
the facility. The facility contains several structures within 30' of the Canal that are no longer in operation. These
structures are to be demolished as a part of this project. A 10" discharge line runs parallel to the Canal and the
outlet is located approximately 40' off shore in ±5.0' of water. The remainder of this property is a heavily
wooded wetland which extends from the WWTP to the Scuppernong River. The River is approximately 1100'
wide at this location.
The Pocosin Lakes National Wildlife Refuge owns both adjacent properties to the north and south ofthe
project site. Both of these properties are heavily wooded 404 wetlands. The property immediately upstream
(east) of the facility is a residential area with several mobile homes. A boat basin located off the Canal is also
located on this property. This basin contains a boat ramp and is utilized by several commercial fishermen.
The Scuppernong River is classified as "SC" by the Environmental Management Commission, with "best
uses" being aquatic life propagation and survival, fishing, wildlife and secondary recreation. This area of the
Scuppernong River is not open to shell fishing and is not a primary nursery area. The Scuppernong River is Joint
fishing waters as classified by the N.C. Marine Fisheries and N.C. Wildlife Resources Commissions. A review
of our Archives Topographic Maps indicates that two historical or archeological sites (identified as TY 4 and TY
5) are in close proximity to the project area.
Project description
The 300,000 GPD waste water facility currently in use north of Town will be expanded to a capacity of
600,000 GPD. The effluent discharge is authorized by NPDES Permit N00020443 issued by the N.C. Division
of Water Quality. As part of the expansion the abandoned facility will utilized. The applicant proposes to
completely demolish four cement structures and partially demolish an additional structure. Three of the
structures to be demolished are entirely within the 30' public Trust Buffer Area of Environmental Concern
(AEC) of the Canal. The applicant proposes to construct dual post aeration basins, wet well and an effluent
pump station. All of these structures with the exception of one corner of the effluent pump station will be
located outside of the 75' Coastal Shoreline AEC.
Town of Columbia
Wastewater Treatment Plant Effluent Outfall and Diffuser
Page 2
A 12" diameter line beginning at the upland facility will be directional bored approximately 1,900' under
the 404 wooded wetlands on the southern side of the Canal. The discharge line will be located ±12' south of the
Canal. The last 200' of the directional will be located under the Scuppernong River. A 12" diameter effluent
diffuser measuring 35' long with 15 PVC nozzles will be located on the bottom of the River. This diffuser will
be located in ±11.5' of water and will be anchored with 18 precast concrete anchors. There will be
approximately 8' of clearance from the NWL to the top of the precast anchors. A 12" piling will be installed on
both the waterward and landward end of the effluent diffuser to act as navigation aides. The waterward aide will
be topped with a marine signal lantern powered by a solar panel. The discharge line currently in use will be
abandoned.
Anticipated Impacts
The upland development will result in approximately 1,885 ft2 (1.4%) of impervious surface within the
Estuarine Shoreline AEC. Approximately 12,475 ft2 of uplands will be disturbed. The existing impervious
surface within the 30' Public Trust AEC will be removed. The total impervious proposed for the entire site is
±4.27%. The 12" directional bore will impact ±1,900 linear feet below grade. The placement of the diffuser will
result in the filling of ±80 ft2 of River bottom. The placement of the diffuser with precast anchors as well as the
navigation aides will result in localized short-term turbidity.
Kelly Spivey -12 October 2009
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Columbia
Wastewater Treatment Plant Effluent Outfall
2. LOCATION OF PROJECT SITE: Off Green St., adjacent the North Boundary Canal and Scuppernong
River in the Town of Columbia, Tyrrell County, North Carolina
Photo Index 2000,131-1536, S-9, T-10, U-11, U-12, V-12, V-13
2006, 131-6822, S-8, S-9, T-10, U-10, U-11, V-11, V-12, W-12
State Plane Coordinates - X: 2,812,200 Y: 801,600
(Columbia West, NC Quadrangle; Lower Right Corner)
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7 October 2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 29 September 2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County and Town of Columbia
Land Classification From LUP - Water - Conservation, Land - Developed
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - sludge drying beds, clarifier, pump station, oxidation ditch, grit
chamber, dechlorination building, post aeration chamber, 10" effluent outfall
Planned - wet well, post aeration building, pump station, 12" outfall
(G) Estimated Annual Rate of Erosion: None Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(404) Directional Bore
1,900 linear feet

(B) Non-Vegetated Wetlands Effluent Diffuser
±80 ft2
River Bottom
(C) Other (Uplands) ±12,474 ft2
Slope/Grade/Seed
(D) Total Area Disturbed: ±14,454 ft2 (0.3 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposed to demolish structures and construct additional structures at
the wastewater treatment facility located off Green Street. The applicant also proposes to install a 12"
diameter effluent diffuser along North Boundary Canal f200' into the Scuppernong River. Two Navigational
aides will be installed to mark the diffuser.
1NC.
McDAVIDAsSOCUTES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
September 28, 2009
Mr. Doug Huggett, Manager
CAMA Major Permits
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
k ? f t A
r SFP 2 9 ?009
Auvehe d City DCM
Subject: CAMA Major Permit Application
Town of Columbia - Effluent Site
Wastewater Treatment Plant Expansion
Tyrrell County, North Carolina
Dear Mr. Huggett:
The Town of Columbia has recently received a modified NPDES Permit to expand their municipal
discharge into the Scuppernong River. A portion of the work is inside the AEC and requires a CAMA Major
Permit. Work in this area primarily consists of replacing the existing effluent outfall by directional bore, and using a
diver to install the effluent diffuser. Please find enclosed 26 copies of the following items:
1. DCM MP-I - Application for Major Development
2. DCM MP-2 - Excavation and Fill
3. DCM MP-3 - Upland Development
4. Copy of Deed
5. Application Fee in Amount of $450.00
6. Documentation of Notification of Adjacent Riparian Land Owners
7. Wetland Delineation
8. Consultant Authorization
9. Certification of Compliance with Zoning Ordinance
10. Certification of Compliance with the State Environmental Policy Act
11. Calculations
12. Project Construction Profile Sheet 1 of 1(11X17)
13. Site Plan Sheet 1 of 1(11X17)
14. Topographic Survey of Effluent Outfall with Wetland Delineation (11X17)
15. Plan and Profile of Effluent Outfall Sheets G31 & G32 (11X17)
16. Details Sheet of Diffuser and Navigational Aids Sheet G33 (11X17)
Should you or your staff have questions regarding this submittal, please call me at
[phone].
Enclosures
cc: Rhett B. White
Sincerely,
Mc avid As ciates, Inc.
ecil adden, J ., /
Go] sboro Office
W:\DIOXX_GEN\DIOOX_MSW\D1005_CORRES_MSW\CGM\2009\COLUMBIA\CAMA\SUBMITTAL OF CAMA APPLICATION.DOC
September 28, 2009
r
Ion Mr-1
APPLICATION for _
MaJor Development Permit ° 9 10 9 °
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Town Of Columbia Town of Columbia WWTP Effluent Outfall and Diffuser
Applicant 1: First Name MI Last Name
F Michael Griffin
Applicant 2: First Name MI Last Name
NA NA NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
NA 361 Columbia INC
ZIP Country Phone No. FAX No.
27925- 0361 Tyrrelll 252 - 796 - 2781 ext. NA 252 - 796 - 0082
Street Address (if different from above) City State ZIP
103 Main St. Columbia NC 27926- 0361
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Mcdavid Associates, Inc.
Agent/ Contractor 1: First Name MI Last Name
F. Tyndall Lewis
Agent/ Contractor 2: First Name MI Last Name
Cecil G. Madden
Mailing Address PO Box City State
PO Box 1776 1776 Goldsboro NC
ZIP Phone No. 1 Phone No. 2
27533 919 - 736 - 763 0 ext. NA- - ext.
FAX No. Contractor #
919 735 7351 NA
Street Address (if different from above) City State ZIP
109 E. Walnut St. Goldsboro NC 27530-
Email
[e-mail] and [e-mail]
<Form continues on back>
252-808-2808 . 1-888-4RCOAST www.nccoastatn-)anagenient.net
Form DCM MP-1 (Page 2 of 5)
i
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Tyrrell Godfrey Avenue NA
Subdivision Name City State Zip
NA Columbia NC 27925-
Phone No. Lot No.(s) (if many, attach additional page with list)
NA - - ext. NA, NA, NA, NA, NA
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquatank North Boundary Canal and Scuppernong River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural NManmade ?Unknown Scuppernong River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
Town of Columbia
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,940 454,219
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NA, NA, NA NW L (normal water level)
(If many lot sizes, please attach additional page with a list) 1.5 ft ?NHW or NNW L
e. Vegetation on tract
Woodlands wetlands vegetation, and grass
f. Man-made features and uses now on tract
This tract of land currently has sludge drying beds, clarifier, pump station, an oxidation ditch, a grit chamber a dechlorination
chemical feed building, a post aeration chamber, a 10" gravity effluent outfall, a control building, and a man-made canal.
The current use of the tract is for wastewater treatment.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Forest, Crab Processing, Residential
h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning?
There is no change in use. The site is currently used for (Attach zoning compliance certificate, if applicable)
wastewater treatment and will continue in that use. NYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom? NA
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 5)
f
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The Town of Columbia has an existing 300,000 GPD oxidation ditch with chlorine disinfection. The Town's post aeration,
dechlorination, and effluent discharge occurs at this location. The Town is currently pursuing expansion of the WWTP to
600,000 GPD.
o. Describe existing drinking water supply source.
The Town currently receives its drinking water from two 300 GPM wells in the York Town Aquifer
p. Describe existing storm water management or treatment systems.
Stormwater is currently managed through overland sheet flow through a grassed buffer. There is intentionally no stormwater
collection.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Currently the Town operates a 1,700 foot long 10" diameter gravity effluent outfall that parrallels the bank of the existing
North Boundary Canal, and discharges into the Scuppernong River, a few feet off the bank of the river. The proposed
project will replace the gravity outfall with a 1,900 foot 12" diameter HDPE force main and an effluent diffuser approximately
200 feet off of the river bank. Wastewater receives most of it's treatment off site. At this site the wastewater will receive post
aeration, and dechlorination prior to final pumping, and discharge through the force main and diffuser.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed 12" diameter HDPE pipe will be installed by directional bore. Once the HDPE Pipe is installed a diver will
install the diffuser working from a barge in the river. The directional drill will be located upland. Upland excavation will
involve demolishion of old structures, and excavation for new structures. This excavation will likely be accomplished by a
backhoe. There should be no need for the equipment to traverse wetlands.
d. List all development activities you propose.
Demolishion of the following equipment: sludge drying beds, clarifier, pump station, a portion of the old oxidation ditch, and a
portion of the old grit chamber. New work will include effluent meter, dual post aeration basins, a wetwell, an effluent pump
station with chemical feed for dechlorination, and the effluent force main with 15 port effluent diffuser.
e. Are the proposed activities maintenance of an existing project, new work, or both? The effluent force main replaces and
upgrades the existing failing effluent
outfall. This constitutes maintenance
and expansion.
f. What is the approximate total disturbed land area resulting from the proposed project? 12,475 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The Town of Columbia currently discharges 300,000 gpd a few feet off shore of the Scuppernong River with the following
limits: Flow = 300,000 gpd, BOD5 = 15 mg/I, NH3-N = 4 mg/I, TSS = 30 mg/I. The Town proposes to discharge
approximately 200 feet off the bank of the Scuppernong River through a 15 port diffuser. The new discharge will have the
following proposed limits: Flow = 600,000 GPD, BOD5 = 7 mg/I, NH3-N = 2 mg/I, TSS = 30 mg/I.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
Form DCM MP-1 (Page 4 of 5)
1
APPLICATION for
Major Development Permit
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Mr. Howard Phillips, Manager, l1SFW S / Pocosin Lakes NW R Phone No. ?
Address 205 S. Ludington Drive, Columbia, NC 27925 [phone]
Name NOBS, Attn: Lilias Morrison Phone No. ?
Address Post Office Box 8309, Duck, Nn 27949 [phone]
Name Mr. Michael Lamm, Agent, Columbia Development Corp. (Deepwater Development) Phone No. ?
Address 4315 S. Hesperides Drive, Nags Head, NC 27959 Unlisted
Name Mr. Jim Rouse Phone No. ?
Address 6219 Highway 55 West, Kinston, NC 28504 [phone]
Name Mr. Greg Hall Phone No. ?
Address 605 Light Street, Columbia, NC 27925 [phone]
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further c rtify that the information provided in this application is truthful to the best of my knowledge.
Date S Z-Od` Print Name F.Michael Griffin, Mayor, Town of Columbia
Signature

Form DCM MP-1 (Page 5 of 5)
f
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
?DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
Mc David Associates, Inc
109 E. Walnut St • Goldsboro • NC 27533
[phone]
Town of Columbia WWTP Outfall and Diffuser
Item 5. j. Mitigative Proposal
The proposed effluent force main will be installed by directional bore in order to avoid
disturbance of wetlands. Standard sedimentation and erosion control techniques will be utilized when
conducting excavation in upland areas to keep soil from entering the North Boundary Canal, the
Scuppernong River, and the surrounding wetlands. Stormwater is not to be collected, but is to move
through sheet flow across the site and through grassed areas. All excavated materials are to be stored on
the upland side of the excavation.
Item 6. a. Project Narrative
The Town of Columbia has recently received an NPDES Permit for the expansion of their
wastewater treatment plant from 300,000 GPD to 600,000 GPD. A portion of the proposed work will
occur at the existing plant site, located on the north side of Columbia, at the end of Godfrey Avenue.
The proposed project involves construction of an effluent flow meter, post aeration structure,
wetwell, effluent pump station with chemical feed for dechlorination of the effluent, 1900 LF effluent
forcemain installed by directional bore from the plant site to the Scuppernong River, and an effluent
diffuser with 15 nozzles installed by a diver. The NPDES Permit requires installation of the diffuser in
the Scuppernong River approximately 200 feet off the bank of the River. The diffuser is to be constructed
using a 28-foot long, 12-inch diameter HDPE Header Pipe with fifteen (15) 3-inch diameter schedule 80
PVC nozzles. Nozzles will be spaced every two feet. The first nozzle will point downstream. The
remainder will alternate upstream and downstream. Precast concrete donut anchors will be placed around
the diffuser assembly. The anchors will hold the diffuser approximately one foot from the floor of the
River. Eight plus feet of water will cover the diffuser assembly including anchors. The effluent outfall
will be installed by directional bore to avoid disturbance of wetlands. The outfall will be located along
the North Boundary Canal between the plant site and the Scuppernong River in close proximity to the
existing outfall to be removed from service. Additionally a standby emergency generator will be
provided. The Town will be demolishing a portion of the abandoned grit removal facility, a portion of the
abandoned oxidation ditch, an abandoned pump station, an abandoned clarifier, and the abandoned sludge
drying beds. A portion of this demolition provides room for the proposed construction. The remainder of
the demolition reduces the amount of impervious area at the effluent site. The proposed construction
duration is 18 months.
Item 6. b. Work Plat
No work has begun on the project. Proposed work involves modifications to an existing developed site.
Attached is a site plan, which shows property boundaries, proposed site modifications, adjacent water,
and adjacent riparian owners.
W:\DIOXX_GEN\DIOOX_MSW\DI005_CORRES_MSW\CGM\2009\COLUMBIA\CAMA\CAMA APPLICATION ITEM 6.DOC
September 28, 2009
Mc David Associates, Inc
109 E. Walnut St • Goldsboro • NC 27533
[phone]
Town of Columbia WWTP Outfall and Diffuser
Item 6. c. Site Location Map
A vicinity map is incorporated in the plat drawn from the deed. A copy of the plat is attached.
Item 6. d. Deed
A copy of the deed with original plat from Rivers and Associates, and the new plat from McDavid
Associates are attached.
Item 6. e. Application Fee
Attached is a check, in the amount of $450, for a Major CAMA Permit Application involving more than
150 feet of stream.
Item 6. f. Adjacent Riparian Land Owners
Actual adjacent riparian land owners include only the United States of America, Pocosin Lakes National
Wildlife Refuge, and Deep Water Development Company, LLC. We also have chosen to notify NOBS,
Mr. Jim Rouse, and Mr. Greg Hall. Documentation of these notifications is attached.
Item 6. g. List of Previous Permits
The Division of Water Quality issued a modified NPDES Permit No. NCO020443 on July 21, 2009. It
becomes effective September 1, 2009, and expires on December 31, 2012. This permit will allow an
expanded discharge to 600,000 GPD, and requires the construction of the effluent forcemain and diffuser.
Item 6. h. Signed Consultant or Agent Authorization
Attached is the executed Agent Authorization Form.
Item 6. i. Wetland Delineation
Attached is a plan and profile of the proposed effluent forcemain with the wetland delineation. The
wetland boundary is also shown on the site plan.
Item 6. j. AEC Hazard Notice
The project is not an ocean front or inlet project and requires no AEC Hazard Notice.
(2)
W:\D10XX_GEN\DIOOX_MSW\DI005_CORRES_MSW\CGM\2009\COLUMBIA\CAMA\CAMA APPLICATION ITEM 6.130C
September 28, 2009
Mc David Associates, Inc
109 E. Walnut St • Goldsboro • NC 27533
[phone]
Item 6. k. Statement of Compliance With N.C. Environmental Policy Act
The proposed project is to be funded with public funds and involves the use of public lands. A
Declaration of Minimum Criteria was issued by the Construction Grants and Loans Section of the
Division of Water Quality. The Proposed project complies with the NC Environmental Policy Act
(N.C.G.S. 113A 1-10). A signed statement regarding this issue is attached.
(3)
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September 28, 2009
Jun 29 2009 2:55PM
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I, Melvin Pledger, Cler;r of the Superior Court, do hereby certlr,- .hat the
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Witness my hand and official seal this 29th da; of Oatobe!,, 1965
Melvin.. Pledger
Clerk Superior Court.
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This instrument was presented for registration and reocrded in this of-Pica
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Thie let day of November, 1-968, at 9:05 o1oleck A. M.
Mary V. Spencer
Register of Deeds
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k?T,'SSSSTH:
THAT 6PH7 MS , said party of thef iret part is the owner of a certain iot or land;
jt
on the south side of .rain Street, in the City of Columbial and Whereas, said party of i?
the second art is tree ohnbr of 9. certain lot of land iru:ediately east of and adjoining it
3e.1d lead of party ofthe first part; and Oheress, said party of the seoorad part deeire4'
to connect its library bnildinp.., which is located upon its property and adjoins that cf
i
the party of the first part, to the water enc sewer syatem or the Town .f Celpmbis;
and Whereas, it is neoDssary that in so doing they lay a pipe line for said sewer and
vftter Flcroes said lance of said party of the first Fart;
!P0?1 TFE TFOR3, Baia party of the first part, for and in censide`e,tion of the
em, of One
? D) Dollar. to her in hand `.aid, dose hereby give, grant, and convey
1
ur:tc Said party of the second pert a perpe.ual right and easess•nt .o oorstruct and
nainta'_n across and -.::an aeid land of party of the firs. part par: underground serer f
sL.d water lines extendinp from said land of party of the eecord part to XOtn Street Rady
Aohtcaa Street and to go upon said lands whenever the same is reasonably necessary for
the pu+pose of inspecting, maintaining, at:d repairicv said serer and water lines;
prTvided that _n comatrvo ting and repairir{ said sewer and water lines said parts of ii I-'
t.1e second per: remove a:l Surplus earth, make level t_e surface of the FrOUnd above r
l1-
said sewer and water lines, and interfere as little as is reasonacly possible with any jl
` I
plants, rennes or other imorove:unts upon the land of party o the first pert. it
• t;
_.. _.% .. _. _...... a
--------

r Jun 29 2009 2:54PM Wheless 6 Wheless [2521 796-5501 P.3
L10 1
I
-? ~? - at a stake located in ;he Northern right-o'-way of C_eer_ Btr•eet, said stake and FOIlI^
CF =MUTING being located as follows: Startirr at S. stake located in the center of
::o1•.i-eoia Street, said stake being located 257..3 feet liorther'-y f^oa: the center 1_ns of
the lntersectinn of Colurbia and Howard Streets and running thence from said stele and
I
i with the extension of the center 11r_e of Cclm.bia Street North 10 degrees 34 minutes
East 261 fern to a stale, a corner, located at the intersec.ion ?f the center lines at. i;
OolLnb!F Street and Green Streets tnenoe with the center line of the extension of Breen

rave
Street South E5 degrees 25 minutes East -52.0 feet to a stakes thence North 04 dog
+5 Lnutes Last 15 feet to the aforementioned POINT V BEGINNIN3.
Thenos from said POINT OF EEGINN1It'O and with the !-+erthern right-of-way of Green,
Street North •35 degrees 25 minutes West 163.09 feet to a stake, a corners thence North
12 degrees 2r6 Ycinutes Best 533.83 feet to a stake, a ocrn6r; thence South e4 degrees
of minutes bleat 1,460 Cost, more or less, to a stake, a corner, located on the Eastern
bank of the Scuppernong River; thence with the Eastern dank of the scu-,perrong River
K]
?i and In a Northwesterly direction 24C feet, acre or leas, to ,he 5authern bark of a
? 1
4
_.? canal, themes wit!t the Southern b?nY of sr..1:5 mana? North 611 degrees 01 minutes East
1.69C, lest, more or leas; thence ocntinuing with said canal 3oteth -83 degrees 01 iuinutee;
;East 8ls,8C feet to a stake, a corner, located in the Western line of the Godfrey land;
thence with the Western line of said Godfrey =end and with a fence South 12 degrees
i ?
30 minutes Salt 169.5 feet to a stake; thence South 1,5 degrees 20 niautes East 151,55 !j
i
feet to a stake; thence South 12 degrees FO n'.r_utea East 207.25 feet to an iron stake, I
i
a -,or-er, theaco South 04 degrees 35 minutes West 224.95 feet, the POINT OP Bn IE715G

I.
and t,,onbainitk-aypraximately 10,26 acres, more er leas, a_cord'_ng to plat prepared 7t7
Rivers and Associates, Inc., Consulting Engirsers, idet:tified as Draving No. 1820, ii f
''copy of vb1cr, plat i8 attached hereto, marked "EMi13IT A." a I
And all facts other thar_ the amount e° fair And just compensation for said taki jm
ilhaving been stipe-atee- and agreed upon bir pet=tiorar and respondents through their
ii 9
?irespective counsel and made a -jart of the record in this pno3aeding, and tree jury having
II answered the issues submitted to them as follows:
i 1. YLzat smoan". are the respondents entitled to recover for the property ;±
i!
aegtd.red by the Town of oTumbia from and lands of the respondents, as or Zune 20. 1966t
ii
Answer. ,$3.5r`0.00 ;
1?OW, 271EP.EFOREs it is ordered, adjudged and decreed that the petitioners the I ;
Town of Columbia, a minicipal corporation, shall pay the sum of y3,500,CC with intsrsstif
thereon at the rate of six per cent per anoum .rote June 20, 1966, until paid, into the
hands of the Clerk of this Court for the tae and beteflt of the respondents, together I
wi;h the ecat of thie prooeedinr4 to be taxed by the-03erk and epon receipt of the memo, i
the Olerk shell pay the said Surds to respondenta acd their attorneys.
i
It was agreed ir_ oper, court that this judgment nig,t to entered oa,t of term Cy ii
•? I
the court a! and for October 3. 1968. }
?j I
I
ups ros_ na
S

Jun 2S 2009 2:54PM Wheless & Wheless 12521 796-5501
405
snd cefettd the title thereto Feainet the lawful claims of all persons whcrosoever,
IN "83TIMCKY WHF..R3,?, the.sald parties of the rirat part have here--an:o eat the
hams and affixed their aeale-, ahis the day end year first above written,
;F..T. °?AMPS ?$1,QO) Fred _,ee Reeases, Jr. (SE1L)
' ?rBG ??9 ?H5pHB9, ?_•
re aepaes (SEAL
Ma )
ax_e . Respaas
North Ca*olina
T,•rrell County
1, Ruth F. Woodi.ey, a No•aery ?aclic in and for the aforesaid Oouaty and State, c+
do hsreby certify that Fred Lee ?espass, Jr. and rife, Marie Respass, personally
appeared before me his day and aoknowledged the due execution of the farogcing
instrument for the purposes th•:reln expressed.
k''STH?5t my hand snd Votarial Seal, this the 19th day of Cotober, 1568.
;B,^.TARIAL B?AL) Ruth H. Wcvd1ey i
Notary Public
My oom'Xiseior- expires:
Ru,ryuac 23, 19E9 s
i
North OFrila:
i'yrrell County
The foregoing certificate of Ruth H. WoodIvy a Notary Futlic of Tyrrell Coin:r,G
Hcrth Cernl',.na, ie aarti ied to be correct, This inatrueent was presented for ij
reR_etration and raeorded in Chia office in Book 123, page 408,
This *-e 31st day of Oeto:,er, 1962 at 9:35 o'clock e„ K.
.. gsuult..},y{usX+.{}3F?t 7lFAiFVFiNi3F#i!it!!!F•it+.fElCss'r!5#iY+7W
HOP.T3 CAROLINA
?MRFd.L CT--fl-4_
^hB Town Of Coluce':is, a muniaigal
oorpora;ioc, - - - - - - ?etitione
Mary M. Spebcer
Register of Deeds
,k 1Z3
IN THP, 9UP ERIOR sOURi
BEr'I34MER-•OCTCI LER TER K' 1966

d
i
4l ? I
rs. J 7DGM3ffiT ?'
Para, I:ess'e r_arrell, Travis Harra._l,
Mrs Zaline Harrell, Sash: R, Earrell, a
'-II, Carmen `i. Stier and rusbacd, j
Bcrdette A. Stier, Abby Kay Earreli,
And Catherine P. Harrell, Defendants ?
i
+Nh!NiCtIHH•?tbl:'kR 4HF!I-F#lkiFjFi?-OU;.CHEItlFttSH•tr/7'.tit#iKF+y.Yitt,;tisiF#dF:}?.iY.i#lriFd-it:i#tFi?siHlxhi3tlf iFi:+dii!HFiliF;t#7lLte}:!s.,E'
zis aquae tosses on to 'te heard at this term before the undersigned Judire'
F:,asIdir?. ar?.t a fury duly chosen, sworn anA impareled, wherain.netttic"r has condemned,; -
i
for rublia use that certain lot or garcel of land in the Town of Ool'Arbia, Tyrrell ?I
County, Forte Carolina., in acccrdanoa with Chapter 4C of the 3eneral Statures of North ii
I Carolina, said land lasing described in the petition, paragrap`, 2 as follwst "BEaMINO
P.2
Jon 29 2009 2:54PM Wheless & Wheless [phone] p.1
WHELESS & WHELESS, PLLC
ATTORNEYS AT LAW
402 NORTH MAIN STREET
P.O. Box 60)
COLUMBIA, NORTH CAROLINA 27925
TELEPHONE [phone]SUG
FACSllv EX [phone]
WEBSITE: www.w6e1ftslawfirm.com
D%70HTH. WFIELESS-dwistrt9vAeesdewflrm mm
W. JAY 14MY.SS. j%y®wWessav4zm- a
Jane 29, 2009
MEMORANDUM. FOR CECIL MADDEN
FROM: DWIGHT H. WHELESS
SUBJECT: Columbia
Old Wastew-ater site deed
0I1SICES ALSO IN"
NMTEO,NC
Cecil, attached is the Judgment recorded in Judgment Docket 8 at page 272, then also recorded in Book
123 at page 409, Tyrrell Register of Deeds office.
There is a reference to a prior plat but the plat cannot be found recorded.
a? `
DWIGHT
CC. Rhett White
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t-av..a l•.w rv.w•.u w [.Awnro an?..% maa-zew-?oMar?e??.+'?cdla a?•-?
019"IM-Tif =-- ¦ Complete items 1, 2, and 3. Also complete A. Signature
item 4 if Restricted Delivery is desired. X / ? Agent
' ¦ Print your name and address on the reverse ? Addresse
so that we can return the card to you. B Received by (Printed Name) C. Dat of Delivei
' ¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Postage D. Is delivery address different from item I? Yes

Certified Fee {

tmare`.
O 1. Article Addressed to:

Michael Lamm
Agent
Mr If YES, enter delivery address below: ? No
? ,
.
Return Receipt Fee
(Endorsement Required) D2.30 e
re
Columbia Development Corp.
Restricted Delivery Fee
d)
R (Deepwater Development)
equire
(Endorsement 4315 S. Hesperides Drive
TotalPostage&Fees Us -d L' Nags Head, NC 27959 3. Service Type
0 Certified Mail ? Express Mail
Sent To Mr. Mi chael Lamm, Agent (CAMA Permit) ? Registered ® Return Receipt forMerchandi-
Sheet
apt: ------------ --------------------------------------------- ----- ? Insured Mail ? C.O.D.
,
or POsoxNo. 4315
--------
Box ------ S. H2Sp--r].d--S D--1Ve
------------ - - -----------------------------------
-
4. Restricted Delivery? (Extra Fee)
? Yes
------
City, State, ZIP+4
Na s
Head, NC 27959
2. Article Number 7005 1820
0007 8502 1785

_4qne?200
PS For- r
2 See Reverse for W (Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-o2-M-15
• ¦ 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.
Postage $ ?. I .q 0
Certified Fee 2.80 . C R
Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
Total Postage & Fees I $
2.30 ?UCy Her
1. Article Addressed to:
Mr. Jim Rouse
6219 Highway 55 West
Kinston, NC 28504
(CAMA Permit)
R(Agent
B. Received by
S?sR,n (,Printed Name)
Ca
te o
Delver
D. Is delivery address different from item 1? ? Y & s
If YES, enter delivery address below: ? No

3. Service Type
® Certified Mail ? Express Mail
? Registered ® Return Receipt for Merchandi:
? Insured Mail ? C.O.D.
Mr . Jim Rouse 4. Restricted Delivery? (Extra Fee) ? Yes
Street, t. Na.;
orPOSoxNo. 6219 Highway _55 W
aty SYare,z-P+ est
2• Article Number 7005 1820 0007 8502 1778
4Ki.nston, NC 28504 (rransferfrom service label)
PS Form "' 20 ,0,2 Form 3811, February 2004 Domestic Return Receipt 102595-02-M-15
• ¦ Complete items 1, 2, and 3. Also complete
FIED MAIL, 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.
Postage $ 1 '
Certified Fee 2.80
Return Receipt Fee
(Endorsement Required)
2.30
Restricted Delivery Fee
(Endorsement Required)
Total Postage & Fees $
_ 1. Article Addressed to:
RO' IVMr. Howard Philips, Manager
Cm,k
USFWS/Pocosin Lakes NWR
0 205 S. Luding
ton Drive
0 Columbia, NC 27925
US?S (CAMA Permit)
Sent To
Mr. Howard Philips, Manager
----------------------------------- - - -- - ---
--- --------------
Street, Apt. No
orPosoxNo..; 205 S. Ludington Drive ----- 2. Article Number
-------------------------- -
cty Slate; 2iP+a Columbia, NC 2 7 9 2 5 (Transfer from service labeq
PS Form 3811, February 2004
? Agent
Za Addressr
R eived by (Printed Name) C ate of elive
cz"'t"bor
D. Is delivery address different from item 1? ? Yes I
If YES, enter delivery address below: ? No
3. Service Type
t Certified Mail ? Express Mail
? Registered M Return Receipt for Merchandi:
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1820 0007 8502 1808
Domestic Return Receipt
102595-02-M-15
Postage $ : /' r'
A, si ur (1 ,
EL Received py,SPraine)1 ?? Dafe?6f Deliver
l?? ?nrr(( VV ol //VV
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ANo
Certified Fee 2.80 11 1 1 11 1. Article Addressed to:

Return Receipt Fee

(Endorsement Re
uired)
!

2
30 C_ Postmark
t?

Her (
` Ms. Lilias Morrison

? 2] 4
9 9
NOBS
q . l
!
t" `d
Restricted Delivery Fee )
3 P.O. Box 8309
(Endorsement Required)
D
k
NC 2794
o ?% ry uc
,
9
Total Postage & Fees $ 3 \ 1 13

Sent To
Ms. Lilias -?
Morrison
?° -
-------------------------------------------------------------------------
srreer, ,apr. No.; -°
(LAMA Permit)
or PO Box No. NOBS P .O. Box 8309

°--------------
City, State,
2115;w
------------------------------------------
Duck NC 27949 2. Article Number 7005 1820 0007 8502 1761
7rS Form r (Transfer from service labeQ
PS Form 3811, February 2004 Domestic Return Receipt 102595•02-M-15
Postage $ ]..-n t
Certified Fee 2.80
Return Receipt Fee
(Endorsement Required)
2.30
Restricted Delivery Fee
(Endorsement Required)

¦ !Complete items 1, 2, and 3. Also complete Sign ? Agent
X
El Address(
B. Recei .. 'Printed Name)
0 Columbia, NC 27925
9? Total Postage & Fees .6!S3
3. Service Type
?ISpS ? (CAMA Permit)
13 Certified Mail 11 Express Mail
? Re istered X1 Return Recei '<
. , , . !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.
Q 1. Article Addressed to:
O
tt
?Y
k Mr. Greg Hall
??
ar
J 605 Light Street
-'
Mr. Greg Hall
------------------------------
orPOB-No-bU5 Light Street
¦ 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.
F 3. Service Type
® Certified Mail ? Express Mail
? Registered 13 Retum Receipt for Merchandis
13 Insured Mail 13 C.O.D.
4. Restricted Delivery? (Extra Fee) 11 Yes
pt for Merchandi.
g
1:1 Insured Mail 11 C.O.D.
4. Restricted Delivery? (Extra Fee) El Yes
2. Article Number
(Transfer from service label) 7005 1820 0007 8502 1792
A
D. Is delivery add rfferent fromitem 1 . es
If YES, enter delivery address below: ? No
C. Date of Deliver
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 1900'+ 35'
Width 12 inches
Avg. Existing NA NA
Depth
Final Project NA NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
I
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA ?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ?No ?NA
or other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
252-8€38-2IOF :: 1_8Mai APCOAS uruuen.e € :c-: - J.na,I. roviscd, 1212£106
€ r ni DOPA NII ;i : € .k f<z f r? .1"2Tcf Fir"i, f xf 2o")
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
?Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NW L:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NW L:
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW ),
If yes,
(ii) Amount of material to be placed in the water See Below
(iii) Dimensions of fill area See Below
(iv) Purpose of fill
A 1900' long effluent outfall will be installed by directional
bore under a wetland area out to the Scuppernong River;
and18 precast concrete anchors, each measuring 2' 1" in
diameter by 12" thick will be used to secure a 35' long 12"
diameter effluent diffuser with 15 nozzels approximately
one foot off the floor of the Scuppernong River. The top of
the diffuser will be covered by 8 feet of water. Two
navigational aids are proposed to mark the location of the
diffuser.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ONone
(ii) Describe the purpose of the fill in these areas:
An HDPE diffuser pipe with nozzels and concrete anchors is
being placed in the bottom of the Scuppernong River.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
All excavation through wetlands will be by directional bore. Upland Upland excavation will utilize a backhoe and directional boring
excavation will be accomplished with well pointing and machine. A barge maybe used by the diver to set the diffuser
excavated material will be used for grading on site or disposed and its anchors.
of at the permitted County Landfill.
c. (i) Will navigational aids be required as a result of the project?
®Yes ?No ?NA
(ii) If yes, explain what type and how they will be implemented.
Attached is s detail sheet that shows the proposed navigational
aids used to protect the diffuser and warn boaters.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ONo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
2 s2 - 0 8 - 5 .. ._ w-w h, 4 PC' . ?_v _? ce,rRn<enrms'?c ., ?,,n ¢s,-^: a??_ke. €. ,asot?es,c..a$, ?,,"ia?(:16A(3
Foy; DC-I.- (E;Yca-va ioxi aid F€€ , Page 3 of 3).
Date I '
Town of Columbia WWTP Effluent Outfall and Diffuser
Project Name
F. Michael Griffin, Mayor, Town of Columbia
Applicant Name
Ap lican Signature
252-808-280F :: 1-88 - RCOAST :: ?arFrtt t.r,M?Gea -^ =*s-,I.Senlen ne revised: 12)2610
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
One
Wastewater treatment including: dual post aeration basins,
a wetwell, an effluent pump station with chemical feed for
dechlorination and the effluent force main with 15 port
effluent diffuser.
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No NNA
(ii) If yes, list the date submitted: NA
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Before project 3.04% and after project 1.94%.
See Attached Analysis
I. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Before project 4.72% and after project 4.27%.
See Attached Analysis
j. Describe proposed method of sewage disposal.
Sewage is not generated at this site. This is the site of a
portion of the wastewater treatment facility. Post
aeration and dechlorination will occur at this site prior to
pumping through a diffuser into the Scuppernong River.
This discharge is authorized by the Division of Water
Quality through NPDES Permit No. N00020443
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
12,475 Square Feet See Attached Analysis
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
CABC Stone, and Concrete
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes NNo ?NA
(ii) If yes, list the date submitted: The proposed work is
defined as redevelopment and results in no more
impervious area than existed prior to the proposed project.
In fact, the project will reduce the amount of impervious
area.
k. Have the facilities described in Item (i) received state or local
approval?
NYes ?No ?NA
If yes, attach appropriate documentation.
2524W8-28092 ;. ` 4-? ..-*MCC)'Af-`T :. nrv r+F r ?,?. R a, r.a,.? gJ?€xes* ?.k? f rel irpd? 12126 ,016
For D GM FFR (Upland, Page of )
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
This project expands the municipal sanitary NPDES
discharge from 300,000 gpd to 600,000 gpd. The
expanded discharge will be diffused through 15 orifices
in lieu of the original single point source discharge. The
project results in demolition of some existing structures
and results in a smaller amount of impervious surface.
With the exception of one storm drain under the access
road, stormwater is not channelized. All stormwater is
handled by sheet flow to allow for filtering prior to sheet
discharge into the stream.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The Town currently receives its drinking water from two 300
GPM wells in the York Town Aquifer
o. When was the lot(s) platted and recorded?
Deed is Dated November 4, 1968.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres? NA
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Town of Columbia
Date
/4'?r/4 ?y
Projec Name
Town of Columbia WWTP Effluent Outfall and Diffuser
Applicant Name
F. Michael Griffin, Mayor
Applicant Signature
252-808-280,3 .. 1-888-4RCO S :: wP enr.uwc w?xs atsraa?a c? av?eaa .s??f revr s(ad. 12126106,
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nalysis of Land Surface Disturbed by Construction

Description of Area
Dimensions of Area Area isturbed
(Square Feet)
Existing Grit & Proposed Effluent Flow Meter 40'x 20' 800.00
Existing Oxidation Ditch; & Proposed Post
Aeration Structure, Wetwell, Pump Station, &
Generator

65'x 130'

8,450.00
Existing Pump Station 20'x 30' 600.00
Existing Clarifier 35'x 35' 1,225.00
Existing Drying Beds 35'x 40' 1,400.00
Total Land Surface Disturbed 12,475.00
High Ground Excavation
Area
Disturbed
Dimensions (Square Volume
Description of Area of Area Feet) Depth (Cubic Feet)
Existing Grit & Proposed
Effluent Flow Meter 40'x 20' 800 4' 3,300
Existing Oxidation Ditch; &
Proposed Post Aeration
Structure, Wetwell, Pump
Station, & Generator 65'x 130' 8,450 5' 42,250
Existing Pump Station 20'x 30' 600 2' 1,200
Existing Clarifier 35'x 35' 1,225 2' 2,450
Existing Drying Beds 35'x 40' 1,400 2' 2,800
Total High Ground Excavation 52,000
Total Volume in Cubic Yards = 1,926
High Ground excavation will be
used for onsite grading and any
construction debris will be
disposed of off site at the
County Landfill
t
e 1
Certification of Compliance
With
Zoning Ordinance s
The Town of Columbia proposes to construct improvements to the wastewater treatment facility located
near the end of Godfrey Avenue. I, Rhett B. White, Zoning Administrator of the Town of Columbia, do
hereby certify that the proposed Effluent Outfall and Diffuser project complies with the Town of
Columbia's Zoning Ordinance.
or
Signature - Zoning Administrator, Town of Columbia Date

C:\DOCUMENTS AND SETTINGS\RHETT B. WHITE\LOCAL SETTINGS\TEMPORARY INTERNET
FILES\CONTENT.IE5\KN7Z4LIV\CERTIFICATION%200F°/u2000MPLIANCE%20WITH°/u20ZONING[I].DOC \ugust

Certification of Compliance .
With
North Carolina Environmental Policy Act
The proposed project is to be funded with public funds and involves the use of public lands. On
March 26, 2007, a Declaration of Minimum Criteria was issued by the Construction Grants and Loans
Section of the Division of Water Quality. The Declaration was advertised in a The Coastal Times on
April 5, 2007. I, F. Michael Griffm, Mayor of the Town of Columbia, do hereby certif<j that the proposed
Effluent Outfall and Diffuser project complies with the NC Environmental Policy Act (N.C.G.S. 113A 1-
10).
Signa ure - Mayor Town Columbia Date

1
C:\DOCUMENTS AND SETTINGS\RHM B. WHITE\LOCAL SETTINGS\TEMPORARY INTERNET
FILES\CONTENT.IE5\RARS WSC3 \COLUMBIA-CERTIFICATION%200F°/u20COMPLIANCE%20WITH°/u20SEPA[ I ].DOC
August
s
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date
Name of Property Owner Applying for Permit:
F. Michael Griffin, Mayor, Town of Columbia, NC
Mailing Address:
P.O Box 361
Columbia, NC 27925-0361
I certify that I have authorized (agent) F. Tyndall Lewis, P.E. or Cecil G. Madden Jr P E with
McDavid Associates, Inc. to act on my behalf, for the purpose of applying for and obtaining all
CAMA Permits necessary to install or construct (activity) the WWTP expansion including
effluent forcemain and diffuser , at (my property located at) the existing effluent site at the end
of Godfrey Avenue

This certification is valid thru (date) June 30, 2010
A 1 r.
DDate
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer -501/6 Recycled 110% Post Consumer Paper:
�.
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