20120736 Ver 2_CAMA Application_20121002

a,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
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: 1 October 2012
SUBJECT: CAMA Application Review
APPLICANT: MCRWASA, Mr. Donald W. Christopher
Respond to Doug Huggett
Morehead City Office
Dee Freeman
Secretary
Z ba
OCT -22012 I
PROJECT LOCATION: Project site is located at Moratoc Park at 102 River Drive (off SR 1450), on
the Roanoke River in Willimnston, Martin and Bertie Counties, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct and operate a surface water withdrawal intake
system from the Roanoke River to supply a new 2.0 MGD offsite water treatment plant for Martin
County's public water supply.
Please indicate below your position or viewpoint on the proposed project and return this form by 22
October 2012. Please contact Kim Hedrick at 252- 948 -3936, 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.
Signed
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.
Date
943 Washington Square Mall, Washington, NC 27889
Phone. 252 - 946 -6481 1 FAX: 252 - 948 -0478 Internet- www.nccoastalmanagement.net
An Equal opportunity 1 Affirmahve Action Employer
NorthCarolina
Natur,711b,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Martin County Regional Water and Sewer Authority (MCRWASA)
2. LOCATION OF PROJECT SITE: Moratoc Park at 102 River Drive (off SR 1450), on the Roanoke River
in Williamston, Martin and Bertie Counties, North Carolina
Photo Index — None Available
State Plane Coordinates — X: 2,579,200 Y: 774,800 GPS Rover File: F080709A
Williamston Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 8/14/2012
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 9/25/2012
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Bertie County
Land Classification From LUP — Conservation (Water)
(B) AEC(s) Involved: EW and PTA
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Onsite Town of Williamston sewer system
Planned — N/A
(F) Type of Structures: Existing — bulkhead, riprap revetment, & cafeteria with decking,
playgrounds, access road with parking and bathroom building
under construction
Planned — Surface water withdrawal system from the Roanoke River to
a new, offsite water treatment plant
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHRR
(A) Vegetated Wetlands
N/A
N/A
(B)Non- Vegetated Wetlands —
1,620 ft2 (riprap
±32 ft2 (fender)
River bottom
&concrete cap)
±900 ft2 (trench)
(C) Other —High Ground
±1,820 ft2 (pump
±30,240 ft2 (trench
station & access)
& temp. spoil)
(D) Total Area Disturbed: 0.77 acres (33,712 sq. ft.) ( Moratoc Park portion of total project)
(E) Primary Nursery Area: No
(F) Water Classification: C Open: No
8. PROJECT SUMMARY: The applicant proposes to construct and operate a surface water withdrawal intake
system from the Roanoke River to supply a new 2.0 MGD offsite water treatment plant for Martin
County's public water supply.

Martin County Regional Water and Sewer Authority (MCRWASA)
Roanoke River Water Intake Structure
Bertie and Martin Counties
Project Setting
The project site is at Moratoc Park, owned by Martin County, and is located at 102 River
Drive (off US Hwy 17) upstream of the WRC boating access area in Williamston, on a bend in the
Roanoke River in Martin County, North Carolina. The shoreline on the southern side of the
Roanoke River in this area is the dividing line between Martin and Bertie Counties. The River
below normal water level (NWL) is within the boundaries of Bertie County. Moratoc Park is ±19
acres in size with ±270' of shoreline on the south side of the Roanoke River. Historically, Moratoc
Park was the site of Williamston's wharf. Today, it's a public park where citizens can hold
gatherings with old buildings, including a banquet cafeteria facility with a fishing deck that is
currently under renovation. There is playground equipment on the grounds as well as a new bath
house currently under construction.
The Martin County Regional Water and Sewer Authority (MCRWASA) has both permanent
and temporary easements on Martin County's Moratoc Park property that extend ±20' into the
upstream riparian property of Franklin Earl Robertson. There is a wooden, pile- supported fence that
runs perpendicular to shore near the property line between Moratoc Park and Mr. Robertson. The
upstream shoreline of Moratoc Park has a low, naturally vegetated bank consisting of native trees
such as Sycamore, Red Maple, different Oaks, Willow, and River Birch. A large maintained grassy
lawn area exists between this part of the bank and the bath house and playground areas. Further
downstream on the property toward the old cafeteria building, there exists a riprap revetment that
stabilizes a higher bank, which is further stabilized by a wooden bulkhead under the platform and a
concrete bulkhead under the cafeteria that forms the foundation wall.
The adjacent upstream property to the northwest, owned by Mr. Robertson, has a similar low
bank, natural shoreline with a small lodge near the shore, and the property transitions into a large
bottomland hardwood swamp to the north. Moratock Park property extends northward into this
contiguous swamp area on the landward side of Mr. Robertson's property. There are no structures in
the river for miles to the upstream side. The adjacent downstream property to the southeast of
Moratoc Park is owned by Royster -Clark Realty, LLC, and has a wooded wetland shoreline. There
are two dolphin cluster pilings near the riparian line with Moratoc Park on this adjacent property that
has an associated pier structure set up for commercial mooring; however, there does not appear to be
any commercial activity at this time. There's ±450' of woods that separate the river from this
property's commercial concrete yards near River Road, which do not appear to be in use at this time.
The Roanoke River in this area is classified as C waters by the Environmental Management
Commission. This section of the river is not open to shellfish harvesting and is not a designated
primary nursery area; however, it is designated as a joint Anadromous Fish Spawning Area (AFSA)
by the Marine Fisheries Commission and the Wildlife Resources Commission. The Roanoke River is
approximately 320' wide at the project site, which is located on the downstream end of an oxbow
bend in the river where Skewakee Gut empties into the river. There is an area within a vast

bottomland hardwood swamp across the river in Bertie County known as Conine Island. The water
depth in the Roanoke River at the waterward end of the proposed water intake structure is -11'
relative to normal water level (NWL).
Project (Description
Martin County is currently using groundwater as their raw public water source. Due to
Central Coastal Plain Capacity Use Area (CCPCUA) rules, which require reductions in ground water
withdrawals, the MCRWASA is proposing the Roanoke River as an alternate source of raw water for
their public water supply. The MCRWASA is proposing to install a raw water intake structure from
the Roanoke River to provide a new, offsite water treatment plant with 2 million gallons of water per
day (mgd) for potable water to the Town of Williamston and Martin County Water and Sewer
Districts 1 and 2. The following project description and impacts are those proposed on Moratoc Park
property and do not include the entire scope of 43 acres of project that includes the proposed new,
offsite water treatment plant, all of which is located in Martin County, well outside any Area of
Environmental Concern. The system will include one pile supported cylindrical intake screen,
anchored by a thick concrete cap, with an airburst backwash system and water intake piping with a
protective V- shaped fender and riprap apron with the pipe installed below river bottom to a pump
station and ultimately into a new water treatment facility ±1 mile from the pump station. The
proposed single intake is designed to provide 2.0 mgd with a blind flange installed in order to allow
for expansion of a second intake for 6.0 mgd in the future.
The proposed water intake structure and all work below NWL of the Roanoke River will take
place upstream of the existing old cafeteria building and platform within the MCRWASA easement,
which extends ±20' onto Mr. Robertson's property. Prior to the installation of the water intake
structure below NWL of the Roanoke River, a sheet pile coffer dam will be installed around the
entire perimeter of all temporary and permanent impacts in the river, surrounding an area f60' long
by 42' wide. The area inside the coffer dam will be properly dewatered to prevent sedimentation
from entering the river during construction. Excavation of the trench below NWL to install the 20"
water line and associated two 5" airburst lines will take place inside the coffer dam and extend ±45'
into the Roanoke River in a work corridor ±20' wide. The spoil material will be sidecast to a
temporary location inside the coffer dam or on adjacent uplands, the water line and supporting
infrastructure will be installed, and the spoil material will be placed back in the trench to cover the
water line and return the disturbed bottom to original grade.
The water intake structure will extend f45' into the Roanoke River where one tee cylindrical
intake screen, 36 inches in diameter with 1 mm mesh openings, will be held in place 1'6" above the
river bottom by a pile supported structure and a 10' x 12' concrete cap surrounded by Class H riprap.
The riprap will cover the bottom over the newly installed intake pipe surrounding the concrete cap in
an effort to reduce or eliminate scouring around the intake structure. The riprap will be placed on the
river bottom over an ±54' long by 30' wide area, extending ±15' past the intake structure to a
maximum distance of 60' waterward of NWL of the river. The Roanoke River is -11' deep at the
location of the water intake. The intake structure will be supported by a total of six 10" diameter,
minimum 20' long piles for a distance of f14' prior to its transition into and below the river bottom
contour. An additional V- shaped, pile supported fender system, totaling 32' in length (most

landward V -leg will be 12' long and the other leg will be 20' long), will be installed immediately
upstream of and adjacent to the water intake to prevent structural damage from debris. The fender
will have F spacing between sheathing boards, and the structure will extend 65to 8.5' in height
above NWL of the river. This structure will also be ±8' from the upstream riparian line (see attached
signed waiver by Mr. Robertson).
The trench excavation for the installation of the raw water line will continue from the river
above NWL and make a 45° bend straight to the southwest and around a wetland finger for ±950'
where it will reach the wet well and pump station. An 18" pipe will take the water from the pump
station ± 1 mile to the new wastewater treatment plant via a vertical turbine pump. The pump station
will cover an ±40' long by ±33' wide area of uplands with roof drip line and generator deck. An ±50'
long by 10' wide new gravel path will be constructed to provide access from an existing gravel
driveway to the pump station. Trenched and disturbed areas will be filled, graded and seeded post
installation. All upland work is located in Martin County outside any Division of Coastal
Management jurisdiction.
The applicant has indicated that all work below NWL of the Roanoke River will be
completed outside of the February 15 to September 30 moratorium.
Anticipated Impacts
A temporary sheet pile coffer dam will surround an ±2,520 ft2 area of the Roanoke River out
to the -12' depth contour to prevent turbidity in the Roanoke River during construction. The area
inside the coffer dam will be temporarily impacted during the installation of a proposed raw water
intake structure and line. The water line will require the excavation of ±900 ft2 ( ±261 yds3) of soft
muck and sandy river bottom below NWL to form a trench to lay the pipe. An additional ±8,151
yds3 of upland sandy clay earth will be excavated to form the trench for the pipe above NWL to the
new pump station. The portion of the water intake structure located within the water column and the
fender system will usurp ±529 ft2 of Roanoke River. The system is expected to produce 2 mgd of
treated water with a design to expand to 6 mgd in the future. The proposed riprap apron and concrete
cap will fill ±1,620 ft2 of shallow and deep bottom of the Roanoke River. The project will result in
±30,240 ft2 of uplands to be disturbed by trench installation and temporary spoil pile. The ±1,320 ft2
roof dripline and generator deck of the pump station and ±500 ft2 of gravel access is the only new
impervious surfaces proposed for the project, which are not located within an AEC. There will be
4% impervious surface coverage of the entire tract with existing and proposed structures.
Sedimentation and erosion control measures, such as silt fencing, will be used to prevent temporary
stockpile of excavated material and trench disturbance areas from entering the Roanoke River or
adjacent wetlands. There are no proposed impacts to wetlands. The coffer dam within the river
surrounding the project intake area will prevent sediments from below NWL from entering the river.
All upland ground disturbance will be re- vegetated post construction.
Kimberly Hedrick — 27 September 2012

Dom NP -1
HPLICITION for
Maier Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Prix iai pplicantI Landowner Information.
,.
Business Name
Business Name
Project Name (if applicable)
The Wooten Company
Martin County Regional Water And Sewer Authority
Water Treatment Plant and Water Transmission System
Applicant 1 First Name
MI
Last Name
Last Name
Donald
W
Davis
Christopher
Applicant 2 First Name
MI
Last Name
Last Name
If additional applicants, please attach an additional page(s) with names listed
M
Mailing Address
PO Box
City
State
305 E Main St
State
Wdliamston
NC
ZIP
Country
Phone No
FAX No
27892 2566
USA
252 - 789 - 4300 ext n/a
252 - 789 - 4309
Street Address (if different from above)
919 - 828 - 0531 ext 844
City
State
FAX No
ZIP
n/a
N/A
n/a
n /a-
Email
City
dwc_wmstn @yahoo.com
ZIP
.2: Agent/Contractor Information
,.
Business Name
The Wooten Company
Agent/ Contractor 1 - First Name
MI
Last Name
Charles
W
Davis
Agent/ Contractor 2 First Name
MI
Last Name
Elizabeth
M
Lorscheider
Mailing Address
PO Box
City
State
120 N Boylan Ave
n/a
Raleigh
NC
ZIP
Phone No 1
Phone No 2
27603
919 - 828 - 0531 ext 844
919 - 829 -1034 ext 841
FAX No
Contractor #
919 834 3589
License F -0115
Street Address (if different from above)
City
State
ZIP
n/a
N/A
n/a
n/a -
Emad
cdavis @thewootencompany.com, LLorscheider @thewootencompany com
<Form continues on back>
252 -808 -2808 .. 1. 888 -4 RCOAST ., www.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location y
County (can be multiple)
Street Address
State Rd #
Martin/Bertie
102 River Dr
n/a
Subdivision Name
City
State
Zip
n/a
Wdliamston
NC
27892-
Phone No
Lot No (s) (if many, attach additional page with list)
n/a - - ext n/a
n /a, I I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Roanoke River
Roanoke 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 ❑Manmade ❑Unknown
Roanoke River
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within
Town of Wdliamston
4. , Site Description .
a Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
270'
823,284
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
n /a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
35 ❑NHW or ®NWL
e Vegetation on tract
Native grasses and Native trees
f Man -made features and uses now on tract
Public park with cafeteria and deck, rnprapped shoreline, playground with bathhouse under construction by others.
g Identify and describe the existing land uses adiacent to the proposed project site
Immediately upstream is a fish camp and miles of wooded wetlands , Downstream is an undeveloped industrial lot with pier
structure and further downstream is WRC access, fishing pier and boat ramp.
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
M2 (Mixed Manufacturing District)
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252 -80B -2808 .. 1- 888 -4RCO AST . vvvvvr .ncCoasta1manageanent.n, -t

Form DCM MP -1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (Q Are there wetlands on the site? ®Yes []No
(n) Are there coastal wetlands on the site? ❑Yes ®No
(m) If yes to either (i) or (n) above, has a delineation been conducted? ®Yes [--]No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Town of Williamston Sewer service
o Describe existing drinking water supply source
Town of Willianmston water service
p Describe existing storm water management or treatment systems
n/a
..5:�A`cfivwfies.;atidlirm` c�?�:3a;r; �,r r ? =- . �_�:`.,2,.�ti:.,w.� „�`'< < __ <, >��;,r <;. <��� -�. .�� .- �.q•,a,,, -. x
-ffi a� Y ..x r a�p�c w r x'a %s^ �4'L ;� •�:F�,' := �� �' .t< °, �"`u .a«>°.. � >:,a.`�1> - - f.m'ns��e: ��. r
a� Will the protect be for commercial, public, or private use? ❑Commercial ®Pubhc/Government
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
The raw water intake will withdraw 2 0 mgd from the Roanoke River via a 36" screen anchored by a concrete slab to the
bottom and pipe raw water via a 20" ductile iron pipe to the Pump Station approximately 950' away in park The pump
station will pump to the new 2 0 mgd Water Treatment Plant for treatment of potable water.
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
Erosion and sediment controls will be installed prior to beginning the project. A crane with pile driver will be used for
installation of the proposed fender and also in the placement and removal of the temporary sheet piling. Temporary sheet
piling will be installed around the area of the proposed intake structure, fender and raw water piping and driven to an
appropriate depth. After sheet pile installation is complete, the enclosed area will be dewatered with pumps for a dry work
area Protective and support piles for the fender structure will be driven Water pumped from any excavation and material
taken out of the excavation area will be stockpiled and reused as backfill. Construction equipment will be stored in the
laydown area near the waterfront construction site
d List all development activities you propose
The proposed project includes the installation of a water intake structure and fender in the Roanoke River and construction of
a pipeline and air burst pipe that will flow by gravity through a 20" pipe to the pump station on site An 18" pipe will take the
water from the pump station to the new Treatment plant See attached narrative and figures
e Are the proposed activities maintenance of an existing protect, new work, or both? New work
f What is the approximate total disturbed land area resulting from the proposed project? 0 736 ❑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
n/a
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
252 - 808 -2808 .. 1..888- 4RCOAST .. rvvm vv. nccoasAaltinana9pment.net

Fora DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6." Additiona%'Wormatioii
°In addition to this cotrip/eted application form;; (Mi? 1' the "follo'w(ng item's ; below "if.app6cable;'rnusi tie'sribrr►itteii °in'order'f0r ttie-appticahonv;-"
package to be complete x:lteh is.(a); =` (1) are Iways,applicable to arty major developmenfapplication. - Please'consult` ap'plicatio'n
Instrucfion bookleto"n how,"to °properly prepare tie regvl�d 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 completes 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
tep- Clark•Realty LLC ' ��"
<, Phone IVo. "970 685= 3300',
Name Ro s
Address 3005'RocKy Mountain Ave;`t byeland'CO 80538
Name Franklin Earl Robertson Phone No 252 - 792 -4315
Address 10565 NC 171, Jameswlle, NC 27846
-Name �'�' _� Phone No.
A re
�-
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
Erosion 8 Sediment Control Permit - NCDENR Division of Land
Quality submitted 8/1/2012
Authorization to Construct -NC Public Water Supply submitted Council of State Easement- submitted 7/26/2012
8/1/2012
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 invol�expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental
7.. Certificatiori ;anc%Perrnission- to- `Enfer -on Lanbl- ��'��'�'' a -�. - ��- " ;
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 certify that the information provided in this application is truthful to the best of my knowledge.
Date 9/20/2012 Print Na C iaf
46, IN Davis, The Wooten Company, Agent
Signature
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
252- 808 -28128 .: 1- 888 -44' COAST ., Amww -neco stalmanagement.net

Form DCM MP-1 (Page 5 of 5)
EDCM MP-4 Structures Information
APPLICATION for
Major Development Permit
252-808-2808 -: 1-888-4RCOAST — www.necoastalmanagement.net

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.
9. 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 Loose silty clayed sand, medium dense to loose silty sand,
261 cuyds (trench for pipe and cap installation) firm sandy clay and firm to soft silty clay to a depth of 18
feet below ground surface
c (Q Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW []SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
Installation of a subsurface raw water intake, fender, and
protective piles
d High- ground excavation in cubic yards
—8151 cuyds
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Temporary stockpile location for the deeper excavations is
shown hatched on the site plan (Sht 2) Temporary
stockpile location will be protected with silt fence to prevent
run -off from entering the river Some excavated material
will need to be temporarily placed inside the temporary
cofferdam area near the intake when construction is
occurring in that area
G (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(i) If no, attach a letter granting permission from the owner
—145'x 95' on land and 20' diameter inside cofferdam
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
n/a
e (Q 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 (WL)? If any boxes are checked, provide the
number of square feet affected (u) If yes, how much water area is affected?
252 - 848-2808 :: 11- 8884RCOAST :: vvvvw.n cCi lasTcaImaF'Eal„perfleAt,nct revised. /2126/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
54 (riprap)
Width
30 (nprap)
Avg. Existing
NA
NA
-11 ft at
Depth
intake
Final Project
NA
NA
—1'm ft at
Depth
intake
9. 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 Loose silty clayed sand, medium dense to loose silty sand,
261 cuyds (trench for pipe and cap installation) firm sandy clay and firm to soft silty clay to a depth of 18
feet below ground surface
c (Q Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW []SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
Installation of a subsurface raw water intake, fender, and
protective piles
d High- ground excavation in cubic yards
—8151 cuyds
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Temporary stockpile location for the deeper excavations is
shown hatched on the site plan (Sht 2) Temporary
stockpile location will be protected with silt fence to prevent
run -off from entering the river Some excavated material
will need to be temporarily placed inside the temporary
cofferdam area near the intake when construction is
occurring in that area
G (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(i) If no, attach a letter granting permission from the owner
—145'x 95' on land and 20' diameter inside cofferdam
d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(n) If yes, where?
n/a
e (Q 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 (WL)? If any boxes are checked, provide the
number of square feet affected (u) If yes, how much water area is affected?
252 - 848-2808 :: 11- 8884RCOAST :: vvvvw.n cCi lasTcaImaF'Eal„perfleAt,nct revised. /2126/06

Form DCM P -2 (Excavation and Fill, Page 2 of 3)
❑CW ❑SAV ❑SB _
❑WL ®None
(n) Describe the purpose of disposal in these areas
n/a
One of the stockpiles will be within the temporary cofferdam
(0 01 acres)
3. - SHORELINE,$ AB/LIZATIQN, r ; = ' ®,This�section'no`t appilcable'
(If developrrienf is a wood 'groin, u'seMP =4= Structures) > t v
y
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c. Average distance waterward of NHW or NWL 0
e Type of stabilization material.
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap 0
Breakwater /Sill Other
I Source of fill material
b Length* 0
Width 0
d Maximum distance waterward of NHW or NWL 0
f (Q Has there been shoreline erosion during preceding 12
months?
[]Yes ❑No El NA
(u) 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.Shorualine 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,
(n) Amount of material to be placed in the water 372 cued
(m) Dimensions of fill area 54'x30'
(iv) Purpose of fill
10' x 12' concrete cap will anchor dual intake pipes
surrounded by Class 11 nprap 54' long by 30' wide from
NWL to 15' past intake structure to prevent scour and
stabilize fender and intake structure
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑S13
OWL ®None
(u) Describe the purpose of the fill in these areas
n/a
51
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Sediment and erosion control measures will be installed prior to A crane will be used to drive round piles and sheet piles
construction Sediment and erosion control includes silt fencing, Backhoes will be used for excavation Use of additional
temporary sheet pile cofferdam, and bank re- vegetation and excavation equipment will be determined by engineers
stabilization
c (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(n) If yes, explain what type and how they will be implemented
Flashing white beacon and orange reflective signs on fender
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
252 -808 -2808 :: 1- 888- 4RCOAST -- w t-vwr.nccoastalrnanagesncnt. net
revised. 12126/06

. I
Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
n/a
9)�
W01
'4
u,
nigmissiMSYsterb",
Tp na
U " �,
252-808-2808 -:1-888-4RCOAST -.- www.nc-coastpImanaqftMent.n-qt revised: *12126106

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 raw water intake, one pump station and a raw water
line
c Density (give the number of residential units and the units per
acre)
Not a residential project
e If the proposed protect 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, ❑NA
(u) If yes, list the date submitted August 1, 2012
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
0
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
Approximately 4%
t Describe proposed method of sewage disposal
No wastewater will be created by this project
I 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)
No discharge other than surface runoff
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
Approximately 0"I36acres of waterline, air line, pump
station and driveway grading and a total of 43 acres for the
total project
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Metal roof on pump station
h Protects 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
(u) If yes, list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes NNo ❑NA
If yes, attach appropriate documentation
m Does the proposed protect include an innovative stormwater
design?
❑Yes NNo ❑NA
If yes, attach appropriate documentation
252 -808 -28082 ° 1- 888- 4RCOAST -.c vvww nccows4a6ta aragement.not revised: 12126,106

m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
This is a proposal for a new potable water source from raw
water for the County
o When was the lot(s) platted and recorded?
No lots in this project
9 %1012(11.2�:srt�:;' "��.':�'•�- �k�`a� ;r��,�'�p�����'u�.F���;\�` � =x' �k;,n� ��,,��,
Date: �r- -<r��• „ "`u;,,; -'� '' ._ °���,; �:�.;��,.r=
4'r ��,_ f`k ,,V
za •�:, >,,, ,� ;, .. •'.i.f :i: i.{ ;tee,, .�sNy „,t `:'1 °n ', ,u "a : "�"r�F s;t;,. „fi`;
Martin: Gouniy4Regtonal 'Water,,and,,96wer.Authoriry`Y "=
' '`6 � . °;�: S x', i�..: r`� ,x�.��`m��T� -.�� % -iu; ` r . '5���;='��p",„;F•��.
Pro a Name °- ' z
'� � ;�' >,�, ;4�,r,�" Y a`, "��`�xa: qY2, '"� ^,�; =:may__ y "' „'�' �, . ' ' : 3 .i •:,.-�
;Charter Dauis; The „NVo©fen;Co'ripanyr {Rgeriij';
':r''�'aa ~,a :,,i.= •��ry� .;:. <,?., � „y ,. _h a x; a.:`Y'; �`, Ft45^ '; `- -`r a'
Applicant- §igndt
ro,
n (i) Will water be impounded? ❑Yes ®No ❑NA
(n) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252 - 8€38 -2808 :: 1- 888- 4RCOAS'T ;. wiLjvw.tnccoasta8r anaggmoiit.notL revised: 12126/06

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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.
1: DOCKING FACILITY /MARINA CHARACTERISTICS 0This section, not applicable
a (i) Is the docking facility /marina b (i) Will the facility be open to the general public?
❑Commercial ❑PublictGovernment ❑Private /Community ❑Yes ❑No
c (i) Dock(s) and /or pier(s)
(u) Number
(ui) Length
(iv) Width
(v) Floating ❑Yes []No
e (i) Are Platforms included? []Yes ❑No
If yes
(u) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnplme dimensions
g (i) Number of slips proposed
(ii) Number of slips existing
i Check the proposed type of siting
❑ Land cut and access channel
❑Open water, dredging for basin and /or channel
❑Open water, no dredging required
❑Other, please describe
k Typical boat length
m (i) Will the facility have tie pilings?
❑Yes []No
(ii) If yes number of tie pilings?
d (i) Are Finger Piers included? ❑Yes []No
If yes
(u) Number
(in) Length
(iv) Width
(v) Floating ❑Yes ❑No
f (i) Are Boatlifts included? ❑Yes []No
If yes
(u) Number
(ii) Length
(iv) Width
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( "wet slips") only, number of slips
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
t Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
I (i) Will the facility be open to the general public?
❑Yes []No
252 - 808 -2808 :, 1- 888- 4RCOAST :: www.necoastaimanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY /MARINA OPERATIONS ®This section not appiicabls
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location.
❑ Showers
❑ Boatholdmg tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
C Describe the disposal of solid waste, fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of "No Sewage Discharge" signs proposed
(u) Give the location and number of " Pumpout Available" signs proposed
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake' signs proposed
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
What will be the marina policy on overnight and live- aboard dockage?
k Describe design measures that promote boat basin flushing?
I If this project is an expansion of an existing marina, what types of services are currently provided?
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252 - 808 -2808 :: 1- 888- 4RGOAST :: www.nccoastaimanagpment.net revised: 12127106

Form ®CM MP -4 (Structures, Rage 3 of 4)
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
❑WL []None
p Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3: OAT �1lSE" co eried -lifts r , : >` a s ,
H, ®'This seEciioii not
appl�catile
a (i) Is the boathouse structure(s)-
[-]Commercial ❑Public/Government ❑Private /Community
(u) Number
(in) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
4., GR4l1Nx e ` 4wood, sFieet i %;'etc° if a hick ri�iri; iise NlP - =2 EXCavafibii -andr Fii✓1. . ' ®fi)s secfion,�not'apjyl cable,'.
,f. 9, p 9 °���
a (i) Number
(n) Length
(iii) Width
+`" `' ":," ° > ®This section "riot'ah Dlicable,
5 BREI�KtNATE14 (e;g:,'wood"sheetpile,,-etc.j, = pp,,
°;'sue` �.�
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6 MOORIIVG'PIL %NGS}and 'BUOYS = - s ' Y' ' "` ®This section. not pl►cable-
' N "a> °P.., ,i�� �
a Is the structure(s)
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
7. GENERAL
b Number
d Description of buoy (color, inscription, size, anchor, etc )
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Form DCM MP -4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
8'
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
—320'
b Proximity of structure(s) to adjacent docking facilities
The proposed intake will be 450 feet upstream from a dock
on the Royster -Clark property and 1200 ft upstream from
the WRC ramp at Skewakee Gut and over five miles
downstream from other facilities
d Water depth at waterward end of structure at NLW or NWL
—11 NWL
e (i) Will navigational aids be required as a result of the project
NYes ❑No ❑NA
(n) If yes, explain what type and how they will be implemented
Flashing white beacons and orange reflective signs on
fender
OTHER " , „ �s `- a0'This "sctaon not applicable'
Give complete description
MCRWASA is proposing to install a raw water intake and associated infrastructure in the Roanoke River. The system will
consist of a pile cap holding cylindrical intake screens with an air -burst backwash system, a pile supported timber fender, 20"
water intake piping, a raw water pump station, and a 18" transmission line from the raw water pump station to the reservoir at
the Water Treatment Plant. The intake is designed to provide 2 0 mgd expandable to 6.0 million gallons per day The
screens of the intake will be 1' -6" above the river bed and held in place by a 10'x 12' cap with 20' piles minimum into the river
bed To protect the screens from floating logs and flotsam, a V- shaped fender will be installed with 20' piles driven into the
river bed and protruding between 6 5' to 8 5' above the NWL The two legs of the V shaped fender will be 12' closest to shore
and 20' away from shore. Timber beams will be attached to the fender face from -0 48 (1.5' above the top of the screens) to
the 50 year flood elevation of 8 75' (5.25' above NWL). Navigational aids, reflectors and warning signage will protect the
fender and screens The raw water pipe for the intake will be buried under the river bed and continue underground until it
reaches the wet well and pump station The raw water line will run approximately 1 mile underground to the reservoir on the
Water Plant property. Further information and detailed structure information is included in the attached narrative and displays.
9/2592012
-�
;Date,
WaterkTreatment,Plapt and Wa t6t TransmissionuS,ystem
Praject Name
CltarlesVll Davis, THe.Wooten CoMriipany, {Agent),
Applica`
App `can tiire a
252-808 -2808 :: 1- 868- 4RCOAST :: wv_ vv.nccoastatmanage- ment.not revised: /2/27106

ADDITIONAL INFORMATION
A. Project Narrative
Introduction to Project
The applicant, Martin County Regional Water and Sewer Authority
(MCRWASA) proposes to install a water intake structure and associated
infrastructure within the Roanoke River to supply the 2.0 MGD water treatment
plant that is to be constructed on a different site. Only the surface water intake
portion of the project is located within an area of environmental concern (AEC)
and discussed within the body of this narrative. A site vicinity map, 1" =50'
detailed plan showing the approximate location of the intake, and a USGS
topographic map are attached for review. (Figures 1, 4 &5)
Project Purpose
Martin County currently utilizes ground water sources for its public water
supplies. Martin County is subject to the Central Coastal Plain Capacity Use Area
(CCPCUA) rules which require reductions of ground water withdrawals.
MCRWASA is constructing a surface water treatment plant in order to comply
with the CCPCUA rule while continuing to serve its customers with a safe and
reliable drinking water source. The proposed intake and associated infrastructure
will be used to convey surface water from the Roanoke River to the proposed
water treatment plant for treatment and distribution.
Proposed Project
The proposed project will provide a new water supply source to MCRWASA who
supplies water to the Town of Williamston and Martin County Water and Sewer
Districts 1 and 2. The project includes the construction of a 2.0 MGD surface
water treatment plant which shall utilize a run -of -river water intake from the
southern bank of Roanoke River. The intake shall be designed to protect the
integrity of aquatic species and their habitat in the area.
The surface water intake shall be a 36 -inch diameter tee screen anchored by a 10'
x 12' x 2' -6" thick pile cap and six 10" diameter 20' minimum length piles in the
river bed. The tee screen will have mesh or slot openings of 1.0 mm or less. The
screen has been sized such that the entrance velocities do not exceed 0.25 fps.
Additionally, the screen will have an air backwash system that shall use
compressed air to clean the screen. These design parameters shall protect the
integrity of aquatic species and their habitats in the vicinity of the surface water
intake.
The intake is to be located on property owned by Martin County at Morotoc Park.
The intake structure shall be constructed in the Roanoke River using a sheet pile
coffer dam. In addition to the pile cap intake structure a fender will be
constructed to protect the intake structure from debris and flotsam that may be
floating down river. The fender shall be constructed of 20 -foot piles and 8" x 8"

timbers anchored across the piles with al -foot spacing. Class II rip rap shall be
placed around the base of the fender and the intake structure to protect the
riverbed against scour.
Water withdrawn through the intake will flow by gravity through a 20 -inch pipe
to a pump station located away from the river outside the 100 -year floodplain at
Morotoc Park in Williamston. A 5 -inch compressed air line will be installed with
the raw water line using straps and saddles. This line will supply the air
backwash system with compressed air. The raw water pump station shall use a
vertical turbine pump to pump water southwest along River Drive and shall
continue along the alignment to the water treatment plant. To protect the pumps
and electrical equipment from damage due to flood events, the pump station shall
be constructed above the 500 -year flood elevation (19 feet above mean sea level).
The new structure will occupy approximately 2,600 cubic feet of the 500 -year
floodplain. The impact on the available flood capacity and function is expected to
be undetectable.
EXISTING CONDITIONS
Aquatic Resources- Gerald Pottem with Robert J. Goldstein and Associates
prepared a study for US Wildlife Service of the ichthyoplanckton sampling at
Moratoc Park in Williamston, NC. The preliminary results are attached as
Attachment B. The general finding is that the proposed intake location 50 feet
from the right bank (outer bend) and 1 to 2 meters below the surface is outside the
area where drifting larvae of shad, river herring, striped bass, or white perch are
most concentrated. Carp and minnows are the only species that exhibit a slightly
increased concentration in this area, but they are also abundant elsewhere in the
channel. While an intake location along the inner bend (left bank) might impinge
or entrain fewer fish larvae, the proposed location and withdrawal volume (less
than 0.05 percent of typical Apr -May river flow) is unlikely to cause significant
mortality to fish larvae.
All work within the Roanoke River associated with the water intake will be
completed outside of the construction moratorium of February 15 to September
30.
Cultural Resources -
Martin County has 25 nationally registered historic places as listed by the
National Register Information System provided by the National Park Service
National Register of Historic Places, on April 14, 2009 available at
http: / /www.nr.nps.gov /. None of them are to be impacted by this project.

MITIGATION
The surface water intake will be designed with screens having maximum
openings of 1.0 millimeter and entrance velocities not to exceed 0.25 feet per
second. Additionally the intake will be designed with an air purge system to
loosen any debris that may happen to become lodged in the screen. These design
parameters will protect the aquatic species and habitats in the project vicinity.
The surface water intake will be installed in the optimal location identified by the
larval study. Construction impacts to the Moratoc Park will be temporary. Any
areas disturbed during construction will be returned to pre - construction contours
following construction. The raw water pump station will be constructed outside
the 100 -year floodplain and all equipment will be protected by elevating it above
the 500 -year floodplain. The project as proposed has fewer floodplain impacts
than what was originally proposed. Additionally, the portions of the project
within the floodplain will be constructed in accordance with Martin County's
flood plain ordinance and will be protected by flood insurance. Navigation and
recreational use of the Roanoke River will be maintained.
The raw water pump station will be located outside of existing wetlands as
delineated. The engineer's wetland delineation has been confirmed with the US
Army Corps of Engineers. The pump station is not in conflict with the wetland.
An Erosion and Sediment Control Plan will be established to protect the Roanoke
River from silt and to protect the project site from the loss of sediment as a result
of the construction activities. Additionally the Roanoke River will be reclassified
as a water supply watershed through application to the DWQ which will protect
the Roanoke River as a water supply source. The majority of the project is
located in Martin County and avoids coastal resources; however, the portion of
the project which is in Bertie County, a coastal county, has been determined to be
consistent with Bertie County's CAMA Land Use Plan. A CAMA Major permit
will be required for this project. Finally, the USDA -RD has issued a Finding of
No Significant Impact (FONSI) for this project. (See Attachment C.)
B. Accurate Dated Work Plat Drawn to Scale
See attached site plan maps (Sheet 2 and 4). To date, no work associated with the
proposed water intake and water treatment facility has begun.
C. Site of Location Map
The project site is located at Moratoc Park, in the Town of Williamston, North
Carolina. A site vicinity map and USGS topographic map are attached for review
(Figures 1 &5). Latitude and longitude for the location of the intake are 35.862 N
and - 77.045 W, respectively.
D. Copy of the Deed or Title to Affected Property

See attached (Attachment A).
E. Application Fee
The appropriate application fee has been attached to this application package.
F List of Adjacent Riparian Landowners
See application
G List of Previous State and Federal Permits Issued for Work on the Project Tract
See Application
H Signed Consultant or Agent Authorization Form
A signed agent authorization form has been attached this application package.
I. Wetland Delineation
A wetland delineation for the park site is attached.
J A Signed AEC Hazard Notice for Projects in Oceanfront and Inlet Areas
N/A -This project is not located in an oceanfront or inlet area.
K A Statement of Compliance with NC Environmental Policy Act
See Attached (Attachment C)

1. The Corps of Engineers believes that there may be jurisdictional waters of the United States
on the subject site, and the permit applicant or other affected party who requested this
preliminary JD is hereby advised of his or her option to request and obtain an approved
jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person
who requested this preliminary JD has declined to exercise the option to obtain an approved JD
in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non - reporting NWP or other general permit,
and the permit applicant has not requested an approved JD for the activity, the permit applicant is
hereby made aware of the following: (1) the permit applicant has elected to seek a permit
authorization based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved JD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an approved JD could possibly result in less compensatory mitigation being
required or different special conditions; (3) that the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other general
permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to
comply with all the terms and conditions of that pen-nit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking any activity in
reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be
processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a preliminary JD constitutes agreement that all wetlands and other water
bodies on the site affected in any way by that activity are jurisdictional waters of the United
States, and precludes any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court; and
(7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be
processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and
all terms and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C F.R. Part 331, and that in any administrative appeal, jurisdictional
issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes
necessary to make an official determination whether CWA jurisdiction exists over a site, or to
provide an official delineation of jurisdictional waters on the site, the Corps will provide an
approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the subject project
site, and identifies all aquatic features on the site that could be affected by the proposed activity,
based on the following information: Based on the hydric soils, hydrological indicators, and
hyrophytic vegetation found during the September 13, 2011 site visit with Mark Hussey
in the original proposed placement of the pump station, it was shifted to the west to
avoid all wetland impacts t i stage of theect. Placement at the mapped location
will not take a permit from the Corps. (See map in file) There are wetlands near the

project area, and any deviation from the approved site impacts should be discussed
with the Corps prior to beginning work to ensure no wetlands are present.
F. SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply -
checked items should be included in case file and, where checked and requested,
appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant-The Wooten Company
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
® Data sheets prepared by the Corps: See field notes for preliminary determination
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Williamston
® USDA Natural Resources Conservation Service Soil Survey.
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
❑ Photographs ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corns and should not be relied upon for later jurisdictional determinations.
4
Si ature d Date
Person requesting preliminary JD
(REQUIRED, unless obtaining the
signature is impracticable)

Authorized Agent Consent Agreement
I, D. Christopher for MCRWASA, hereby authorize The Wooten Company to act on
(Property Owner)
(Authorized Agent)
my behalf in obtaining CAMA permits for the location listed below. This agency
authorization is limited to the specific activities described above.
Property Address:
Raw Water Intake at Moratoc Park
102 River Rd.
WilIiamston, NC 27892
Property Owner's Mailing Address:
Martin County Regional Water and Sewer Authority
305 E. Main St.
Williamston NC 27892 -2566
Prop(
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Date:
r
Form- Authorized Agent Agreement as developed by NCDCM revised 9/25/06

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