20071987 Ver 1_More Info Received_20071204

4 GR£F~G CITY OF GREENVILLE P.O.Box7207
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PUBLIC WORKS DEPARTMENT
December 3, 2007
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express review Permitting Unit
1650 Mail service center
Raleigh, NC 27699-1650
RE: Revised Application for South Tar River Greenway
DWQ Project #07-1987, Pitt County
Dear Ms. Karoly:
Enclosed are five copies of the revised permit application for the South Tar River Greenway
Project. The application has been revised per the comments presented in your attached letter of
November28, 2007.
Should you have any further questions or need additional information, please contact me at
[phone].
Sincerely,
~~ ~ ~~
David T. Brown, PE
City Engineer
Attachments [~ ~ ~ ~/
~~
pyC ~ 2001
i~EF!~; - WAl``*Ft il13hLITY
YY£TiANO.~ A+~"D 5TC~?~^f'TE~R 9RANCH
1500 Beatty Street • Greenville, North Carolina • 27834

Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 42
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Mane~axt ~ ~~
Environmental Concern (see the top of page 2 for further details), check's t~~ ~~ ~'
1
II. Applicant Information ~ ~ ~ ~* Z04 ~
1. Owner/Applicant Information
n4~!~, W,Ai~R~~~g~cN
Name: City of Greenville North Carolina
Mailing Address: 1500 Beatty Street
Greenville, NC 27834
Attn: David Brown
Telephone Number: 252-329-4525 Fax Number: 252-349-4424
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Iona Hauser, AICP
Company Affiliation: Stewart Engineering
Mailing Address: 421 Fayetteville St.
Suite 400
Raleigh, NC 27601
Telephone Number: 919-866-4762 Fax Number: 919-380-8752
E-mail Address: ihauser@stewart-en~.com
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: South Tar River Greenway (DWQ # 07-1987)
2. T.I.P. Project Number or State Project Number (NCDOT Only): E-4702
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.):
Project begins at River Road and Willow Street and continues along the Tar River to its
confluence with Green Mill Run. The trail will follow Green Mill Run to 5th Street where it
crosses to connect with the existing Green Mill Run Greenway at Green Springs Park.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): W 1 N - 682582.17 E - 2492575.45
W2 N - 682533.05 E - 2492786.73
W3 N - 682446.25 E - 2493199.46
W4 N - 682316.52 E - 2494069.49
WS N - 679347.00 E - 2494054.01
W6 N - 679453.88 E - 2493386.23
6. Property size (acres): Greenway traverses 32 properties totaling 338 acres. Twenty four of
these parcels are owned by the City of Greenville. The City has negotiated easement on the
remaining eight parcels
7. Name of nearest receiving body of water: Tar River
8. River Basin: Tar Pamilico
Page 2 of 9

(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: There is a mix of uses along the reg enwav corridor
including residential -both single and multi family homes, a retirement community, FEMA
bumproperties a city landfill no loner in use, a city water and sewer plant, a sewer utility
corridor a city cemetery and a city_park.
10. Describe the overall project in detail, including the type of equipment to be used:
The project is an approximately 3 mile reg enwav, with surfaces ranging from a 10-foot wide
paved asphalt trail to boardwalk and repurposed abandoned roadway. Most of the trail
corridor traverses heavily disturbed FEMA buyout properties and a utility corridor
maintained by the Greenville Utility Company (GUC). The contractor selected to build the
trail will determine the equipment used on the project. However, the bid specification will
call for hand clearing where possible a small paving machine and env low impact
machines to be used on the project in sensitive areas.
11. Explain the purpose of the proposed work:
The City of Greenville has invested in a network of reg_ enways that link important residential,
business and university areas of the City. These ~reenways perform both a recreation and
transportation function for users. The South Tar River Greenwav is an important link in that
system as it connects the existing Green Mill Run Greenwav to Town Common park via a
scenic route.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
On June 28 2006 a field visit was conducted with USACE and DWQ reps to verify the
consultants wetland and stream delineation. At this time a Jurisdictional Determination has not
been received from USACE.
Tab A -Vicinity Map, Project Detail
Tab B -DWQ Project # WaR0-06-0100 On-Site Determination for Applicability to the Tar-
Pamlico Riparian Area Protection Rules Oct 13 2006
Page 3 of 9

V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no further plans for the greenway corridor. Most of the properties are FEMA buyouts
with heavy restrictions on development.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Clearing, excavation and some filling will be required for
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located
within
100-year
Flood lain
Distance to Nearest
Stream (linear feet) Area of
Impact
(acres)
W 1 Fill Riverine Yes 45 ft to Tar River .018
W 1 Mechanized Clearing Riverine Yes 45 ft to Tar River .018
W 1 Excavation Riverine Yes 45 ft to Tar River .016
W2 Fill Riverine Yes 30-40 ft to Tar River •002
W2 Excavation Riverine Yes 30-40 ft to Tar River .003
W3 Fill Riverine Yes 30 ft to Tar River .027
W3 Mechanized Clearing Riverine Yes 30 ft to Tar River .020
W4 Fill Riverine Yes 30 ft to Tar River .021
W4 Mechanized Clearing Riverine Yes 30 ft to Tar River .020
W6 Fill Riverine Yes 35 ft to Green Mill Run .012
W6 Mechanized Clearing Riverine Yes 35 ft to Green Mill Run .016
Total Wetland Impact (acres) .173
Page 4 of 9

3. List the total acreage (estimated) of all existing wetlands on the property: 5_5
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea~e_ multiply length X width then rlivirle by d'~ Sh(1
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~. flooding. drainaQe_ hulkheads_ etc_
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the nr~iect:
Stream Impact (acres): 0
Wetland Impact (acres): .173
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .173
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
Page 5 of 9

If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In general the alignment was developed to avoid wetland areas and minimize incursion into
buffer zones. Some impacts to wetlands were unavoidable at drainage draws. To reduce the
impacts at these crossing metal headwalls were used instead of concrete. This design solution
decreases the foot print of the culverts substantially. At locations where the trail will cross
wetlands boardwalk is used.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
Page 6 of 9

lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http: //h 20. enr. state. nc . us/ncwetl ands/strmgi de. h tml .
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Page 7 of 9

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ®* No ^
*Greenways are an allowed use within buffer rules.
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(s uare feet) Mitigation
1 70,997 3 (2 for Catawba) 0
2 127,048 1.5 0
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20°Io, please provide calculations
demonstrating total proposed impervious level.
The proiect traverses 338 acres, at a length of 4 miles and a width of 10 feet_ the impervious
surface for the project will total about 4.4 acres or proximately 1.3°Io of the parcels it crosses.
To avoid direct runoff of Stormwater into the Tar River, the typical section of the reg_ enwa
suer elevated away from the river. All Stormwater is directed into the existing city stormwater
system or conveyed via grass swales. Level Spreaders will be used to diffuse the stormwater
through discharge points. All drainage draw crossings will use CMP piping with a specially
designed metal headwall that will reduce excavation impacts to the natural environment. Cul-de-
Page 8 of 9

sacs will utilize a pervious pavement to reduce impervious areas. Best Management Practices
Sediment Erosion Control measures will be used during construction.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

TAB A

NORTH CAROLINA
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-w~B - WETLAND BOUNDARY s ss~s LIVE STAKES
~
~~ WETLAND BOULDER
~ - - - CORE FIBER ROLLS
® DENOTES FILL
IN WETLANDS
PROPOSED BRIDGE
® DENOTES FILL IN

® SURFACE WATER
DENOTES FILL IN
PROPOSED BOX
CULVERT
SURFACE WATER (POND)
® DENOTES TEMPORARY PROPOSED PIPE CULVERT
FILL IN WETLAND
(DASHED LINES
DENOTE 12'-48'
PIPES
® DENOTES EXCAVATION EXISTNG STRUCTURES) 54' PIPES
IN WETLAND
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DENOTES TEMPORARY SINGLE TREE
FILL IN SURFACE WATER
• • • • DENOTES MECHANIZED
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- FLOW DIRECTION DRAINAGE INLET
~ - TOP OF BANK ROOTWAD
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~ PROP. LIMIT OF CUT
~-
RIP RAP
F PROP. LIMIT OF FILL
--~- PROP. RIGHT OF WAY
NG NATURAL GROUND
P~ PROPERTY LINE
-TDE- TE EASEMENTGE
-PDE- PERMANENT DRAINAGE
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-EAB EANIMALNBOUNDARY
-EPS- E PLANT BOUNDAR Y
~ WATER SURFACE
- DENOTES AREA TO
BE EXCAVATED
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
® PREFORMED SCOUR HOLE (PSH)
LEVEL SPREADER (LS)
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® DENOTES IMPACTS TO
BUFFER ZONE I
® DENOTES IMPACTS TO
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SOUTH TAR RIVER
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289 TONM HALL Dft
SUITE C
A y N GRAPHIC SCALE: I"=20' SOUTH TAR RIVER GREE11l WA Y MORRISVILLE NC 27560
T 919380.6750
S F~18380.8752
~ m ° io s o io 20 STREAM f~ WETLAND IMPACT ~n~~.~
'O~ ~ ° CULVERT 20, STA. 88+13 STEWART

- - -
AYE
/LOPE STAKE L
289 TONM HALL DR
~ N N GRAPHIC SCALE: 1"=2~' ~ MORRISVILLE, NC 27580
SOUTH TAR RIVER GREE11lWAY 501E°
T 919.380.8750
F 879.380.8752
~ m °~ io 5 o io so WETLA11iD IMPACT ~,,..~,.n~9.~
'O ~' N ~ FILL, STA. 90+30
STEWART

TAR RNER
~--._
~..
-~
~ ~
'X~ ~/ PROP.24'-60' CMP
BZ 2
LOPE STAKE UN ~ ~ ~{ ~(
'x` ~ ~ ~1(c 1.17/ SF
/ I
'~'~ ETLAND BOUNDARY 1
I
~ I
~ ` WETLAND BOUNDARY
280 TONM HALL DR
~ N N GRAPHIC SCALE: 1"=2~' MORRISVILLE, NC P]580
SOUTH TAR RIVER GREE11tWAY Su'~°
p T 878.780.8750
~ m I 10 5 0 10 20 Fwww~e~n7~q.can
STREAM F~' WETLAND IMPACT
'O~ w ~ CULVERT 22, STA. 94+61 STEWART
~ ~ ~
SLOPE STAKE UNE ~ ~
-L- ST44.94t61 ~~ ~~~~~
~ ~ '¢4
_ _ _ _ _ -- - - E 2493200
v
DETAIL 2
STANDARD BASE DITCH
t Nof to sea~~
au+ p o
F~t~r itpprtt; Min. D ^ E%IST.
1'Ox. d ^ ~1 Ft...
8^6Ft.
Type Of Liner ^ CLASS IRP RAP
PROPOSED PAVED TRAIL
ARMOR CHANNEL SLOPES
NO R/P RAP IN CHANNEL BED
SEE DITCH DETaL 2
WITH HEADWALLS

TAR RNER
PROP. RlP RAP ~ - - '~
~~~ ~
. ~
~ ~ SLOPE STAKE LINE
~' ~ ~
PROPOSED PAVED TRAIL
r~- ---------
-
'-------------
--_ _
BZ 2 --, _-
__
___
..
_-
SLOPE STAKE LINE
-L- STAl03f4~
~
N /6 '`
E 2494069 P P R P RAP
~ ~ ~ ~. RO . l
~ .~ ~. ~ WETLAND DARY
WET D BOUNDARY
\ r
~ ~ ~ ~._
~ ~ ~
289 TOWN HALI DR
o = C N GRAPHIC SCALE: I u-2o~ SOUTH TAR RIVER GREE11 t WA Y C MOIRRBVILLE, NC D589
C J T 919.399.8750
~, m °~ io s o io zo WETLAND IMPACT Fwrn''chaert-aep.tom
'O ~ ~ ~ CULVERT, STA. I03 + 49
STEWART

N 619347
f`' ~" E 2494054 ,
F r ~` __.
_~ f
~' ~ WETLAND BOUNDARY
~~
t ~ g
~ i
! i I
~ WETLAND BOUNDARY
BZ` 2 PROPOSED BOARDWALK
~ \ / B
WETLAND `BOUNDARY
280 TONM NFLL DR
o = N ~~~~ Ste: ~~=20° SOUTH TAR RIVER GREE11tWAY MORR SVILLE NC 27580
T D1B.3BO.B750
„ m b to s o to so WETLAND IMPACT F~,6.3BO.B752
'° ~~ ~ BOARDWALK, STA. 155+I2 S T E W A R T

~ N ~ N GRAPHIC SCALE: I"=20'
10 5 0 10 20
V
SOUTH TAR RIVER GREE11tWAY
WETLA11iD IMPACT
FILL, STA. 162 + SO
zeo rowN Nnu oR
sulrE c
S MORRIBVILLE, NC 27580
r s~esec.e7so
F a1B.380.8752
wvw.slewartsna.cwn
STEWART

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ii. 11. Lochner, inc.
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Su~jr~t Pruprn~ : 'Fur tti'.cr Greenwu}~ - (:rcrn~~ille, tiC
i 1 t0 l ar RI~CC. 1 ar-P3171l1C0 Ri\ t[r ]••3:151(1
Un-tiitl• I)cteCrn7natlun fUr applleahilll~' t0 Iht.' Far-Pat7lill'U Itl~"t'r ~tlparlan :~rl'a Protection Itult:, (1~:~
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tkar tile. DusUll:

`„rr:'t i .ardroe Ihpsr:rnatl „! I murnrnru; .md `.a:,:re! }:.~~.~.a.:~.
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D1ti'(~ Project ~ l1'aRU-Ut+-tNtu1
Pitt C'rnintc
l 1;1 .i11ne 'b. "t)U(t, al tour re:yuea i CoI1dlSCicd :111 un-Slle delCrtlllt7a17011 t0 red 1C~\ dfalIlaL'l' tealUfl'S ia~aled sill
the ;tl:hjrct prollert}~ file applicahility to the Tar-Pamlico Riparian 13utl~:r Rules { i ~.~\'~C:-'1C' t)~13 .l}2~t)l. I he
pxap<:a. is located adjacent to tht ?ar Riser. apprclximateh~ b~ncccn ('emeten Road to the cast anti ~itrth
"~""" J .:, is ~+*reet itl the lest. The ti:atun is labeled as "«'aRO-OV-OI QO" un the attactlcd Wrap initialcc! b.' nlc un
O~tohrr 1.~. ?li(lli.
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"the Division of N'atcr Quulitti~ (DNS"Q) has deterr7-ined that the portionx of the features that arc eirrled
and hihhlighted in hlue an the uttarhrd malls are Suh'cct to the Tar-I'amlicu Buffer Rules. 7~he feature.
that arc hi~hli~htell in pink on the attached maps arc E~'emnt from the 7'ar-Pamlico [suffer !rules. i i:~,~,:
teauues should be identified on anc filture puns fir this prapcrt}•. ~I~hc a~cncr (or fouler i~ssncrsl huulci nut:;`.
the I)ti~'t) t;1nd other relcc3tu aLencic5) of this d::cisi.tn in an.' future currespundenccs cuncemin~ this pr;tp~:rt.r .
'T}1i, detrnnitlatiun i><rtains to the subject property onl). Phis stn-site determination sha11 expire flee t ~ ~ ccar~
trut7l the :sat. of this letter. •
Latl.io~tiner~ t_tr attested panics that dispute a detern7inati~~n made. b~ the D~~'(,) or i)cleLated L ~trll :~util~}nt~
U;:Si : ~Urta:` Niter CxiSt_S Gild That It 15 1Uil~el't ttt til~ huf~fer rule mac request a tleterminatiun h~ the l)IC~~tt~i. ~~
reducer n>r a detcrn7ination b}'the Director shall be referred to the Directir in Nriting c'u ("~~ncii hartlti , I)~~'t ~
\~a.*.nd: -iUl i. nit. ~±~] C'rabtree [~lcd.. Ralci~:tl. \C' .7G0~-?_fili. Indi~•iduals that dispute a dc1rl-:ninatiu;l b:
ti?e i)~~ O or 1}eh:gated Local Authorii~ that "c~empts" a surface Naier from the bufl~r rule may ask rite :u1
a<';,1di.atrlr) hearing. 1'uu must act ~+ithin b0 day; ul the date that }uu receive this letter. :lpphcants ;:re
:'.rri^~ r7;ttitied that the b0-dac statutory appeal time does nut start urliil the allected party iincludinc
ii~~N-naream :and adjacent iandaNner>i is notified ui~this decision. U~l'(~ reccnnmends that the applicant
i.`:1~iii~1 thli fits{1t1C':dtlitIl 1t1 order Ict itt ~~r131n (hat tlllyd Milli`. ai)F+~al> :See t113dt: 111 a t1n1e1~ Illa1?ilt:r
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.~t.crn7iratic7ri is final end 't~in~iip-; tani~ a a ou asi` iiir ,i h~aripi tastllin (,tJ ,laa s.
";~ ;_'ic~r +~rlf~.::d~ar~ssc~ t}IC ::~r717r:;r1~717tt i~~ ill. ~uffz•r rules ;171(1 do>~:, n(ri :3~prt~ac ,Ina .7Ctit tta to 7731777 thti
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