HomeMy WebLinkAbout20081024 Ver 1_401 Application_20080608PAIL)
June 25, 2008
Cyndi Karoly, Supervisor
NCDENR
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Pre-Construction Notification Application Form
Tripp Landing
Chocowinity Township, Beaufort County, NC
Dear Ms. Karoly:
-08 102 4
670 0 P T"
Enclosed is a PCN Application form and supporting information for the referenced
project.
Included are:
• 5 copies of the PCN Application Form and supporting information
• Application Fee of $240 dollars
Please feel free to call or email any questions or comments you may have. A copy of this
application package is being provided to the USACE office in Washington, NC.
Sincerely,
Sonny Jackson, Project Manager
THE EAST GROUP, P.A.
Cc: Steve Atkins, Developer Waterfront Professionals, Inc.
L; CU J ° I
I
JUN 2 6 2008
DENK ,NAIER QLlAU I Y
WEI LANDS AN0 STORMWATER BRANCH
Since 1975, servicing clients worldwide
THE
EAST
GROUP
Corporate Office
324 Evans St
Greenville
NC 27858
www.eastgroup.com
Tel 252.758.3746
Fax 252.830.3954
ENGINEERING
ARCHITECTURE
SURVEYING
TECHNOLOGY
Jun 11 2008 1:18PM THE ERST GROUP
NC Department of IlEnvirc
Division of Water Quality
401 Wetlands Unite
1650 Mail Service ntei
Raleigh, NC 2769E-1650
2528303954 P.1
it and Natural Resources
Re: Authorizatio of Agent
Tripp Landi g
Beaufort C nty, NC
i
Dear Sir or Madan:
Please be advised (that Coops -r Peel does hereby authorizes Steve Atkins of
Waterfront Profes ovals, Inc. to act as its Agent for the purpose of applying for a
PCN permit for the constructic m of the road (RabonCourt), driveways. on lots 29
& 30 and trenchin the sanity y force main on the site of Tripp Landing
Subdivision in Bea fort Coun V, NC.
Sincerely,
Cooper Peel - Owrier
i
E
PAIII
Office Use Only: Form Version March 05
08
USACE Action ID No. DWQ No. 1 02 4
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing ,
HIRTESY
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: N
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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: N
II. Applicant Information
1. Owner/Applicant Information 2 Z?08
Name: Cooper Peel `SUN
Mailing Address: 605 Linden Drive NNAVt 4u? ar cH
Louisville KY PNt) s?
Telephone Number: (502) 245-2684 Fax Number: NA
E-mail Address: NA
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: Steve Atkins - Developer
Company Affiliation: Waterfront Professionals, Inc.
Mailing Address: 150 Cypress Commons Way
Chocowinity, NC 27817
Telephone Number: (252) 975-0777 Fax Number: (252) 940-4777
E-mail Address: stevel ,waterfrontnc.com
Page 5 of 12
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: Tripp Landing
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 6621-86-1817
4. Location: County: Beaufort Nearest Town: Chocowinity
Subdivision name (include phase/lot number): Tripp Landing / 60 lots
Directions to site (include road numbers/names, landmarks, etc.): From Washington take
US 17 to NC 33. Take a left onto NC 33 and follow to Cox's Crossroads. Take a left onto
Flat Swamp Road and another left onto Crystal Beach Road Almost to the end of Crystal
Beach Road will be Tripp Farm Road on the right
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): 35.4268 ON 76.8914 °W
6. Property size (acres): 61.25 acres
7. Name of nearest receiving body of water: Pamlico River (SB; NS)D
8. River Basin: Tar-Pamlico
(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/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site consist of open grass fields wooded areas (3) three
wetland areas, abandoned home site pad barns small buildings with a gravel path leading to
them. The gravel path continues and provides access to (2) two dwellings on out parcels
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: This
proposed residential development will consist of 60 single family home sites with an 2.85 ac.
Pond, including public roads, public water, sewer force main and stormwater features. The
public road, (2) two driveways and trenching of sewer force main will infringe on existing
wetland areas. Construction will be performed using industry standard heavy equipment and
construction techniques. Refer to plans and specifications for additional information.
11. Explain the purpose of the proposed work: Before subdivision work begins, existing
buildings, structures and debris on the side will need to be removed. Once this is complete,
then the necessary infrastructure improvements to provide 60 single family residential home
sites will be constructed.
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. NA
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.
See Attachment 1
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.
Page 7 of 12
I . Provide a written description of the proposed impacts: See Attachment 1
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 flondino
Wetland Impact
Site Number
indicate on map)
( Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous
, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
WI Road Grading/Fill Culvert forested no 2 100' 0.032
W2 Drive Grading/Fill Culvert forested no 390' 0.051
W3 Trenching San. Force Main forested no 780' 0.003
Total Wetland Impact (acres) 0.086
3. List the total acreage (estimated) of all existing wetlands on the property: 2.18 ac.
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 acreage- multiply length x width then rUu MA by Al Sfn
Stream Impact
Number
(indicate on ma)
Stream Name -- ---
Type of Impact -- -/ ---- -?? ?
Perennial or
Intermittent? ? • ?.»-aa, .,aavaa -aa
Average
Stream Width
Before Impact , aMV V TJ,?
Impact
Length
(linear feet) V V.
Area of
Impact
(acres)
NA
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, dredging, flooding. drainaoe_ hrnikhearlc Pte.
Open Water Impact
Site Number Name of Waterbody Type of Waterbody Area of
(indicate on ma (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
ocean, etc. acres
NA
Page 8 of 12
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): NA
Wetland Impact (acres): 0.086
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) NA
Total Stream Impact (linear feet): NA
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.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Embankment, excavation and spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic
Current land use in the vicinity of the pond: Recreational - Open Space
Size of watershed draining to pond: 7.54 ac. Expected pond surface area: 2.85 ac.
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. See Attachment 1
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
Page 9 of 12
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
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://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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
(919) 715-0476 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/wT/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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 10 of 12
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 (919) 733-5083 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 ?
IX. 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
(Meuse), 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
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
(enn?ra foa41 *?.?.^??.??
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total I NA I I NA
* 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 213 .0242 or.0244, or.0260. NA
X. Stormwater (required by DWQ)
Page 11 of 12
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%, please provide calculations
demonstrating total proposed impervious level. See Attachment I
XI. 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.
The lots will have individual septic systems
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
XII. 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: There
will be no additional wetland impacts from future development of this project
XIII. 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 12 of 12
Tripp Landing Beaufort County
ATTACHMENT No. 1
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.
The other permits that will be required to complete this project are as follows:
NC DENR Erosion & Sediment Control Plans/Permit (to be submitted)
NC DENR Stormwater Management Plan/Permit (to be submitted)
NC DENR Water Distribution Plans/Permit (to be submitted)
NC DOT Driveway Permit (to be submitted)
NC DOT Encroachment Agreements for Water (to be submitted)
VI. Proposed Impacts to Waters of the United States/Waters of the State
1). Provide a written description of the proposed impacts:
Three impacts to wetlands will be required to develop this site into single family
residential lots. These proposed impacts are:
(W1) 1,419 square feet (0.032 ac.) at Rabon Court station 6+00 for the construction of
the road to gain access to the SE corner of the property.
(W2) 2,249 square feet (0.051 ac.) at Sylvia's View SE end of road for filling/grading in
order to construct driveways for lots # 29 and #30.
(W3) 111 square feet (0.003 ac.) at the North end of the Open Space lot for trenching
the sanitary force main.
All impacts are permanent.
VII. Impact Justification (Avoidance and Minimization)
Avoidance measures:
Impact area W1- in order to gain access to the SE corner of the property the wetlands
have to be crossed. The road was placed in this position to minimize the wetland
impact, only catching the end of the wetland finger. If we moved the road and road side
swales outside the wetlands then we would not have enough room for on-site septic for
lots 56-58.
Impact area W2 - in order to gain access for lots 29 & 30 we had to cross the wetland
pocket. With the location of the wetlands and no other access to these lots, this was our
only option.
Impact area W3 - in order to serve lot 22 we had to cross the wetlands with the sanitary
force main to the designated septic lot in the open space area.
Page 1 of 3
Tripp Landing Beaufort County
Minimization measures:
The culverts under the road at wetland impact 1 were placed west of the wetland finger
in order to have room for the sediment trap outside the wetlands. After site is
established with permanent seeding, the sediment trap will be converted into (2) two
scour holes also outside of the wetlands.
The driveways providing access to lots 29 & 30 will be piped in order to allow flow from
one end to the other on the wetland pocket. Grading from the driveway down to the
wetland pocket will be minimized by using minimal cover over the pipes and minimal
shoulder width on each side of the driveways.
The force main crossing at wetland impact 3 will be minimized by using a small trencher
to reduce the trench width for pipe installation.
Page 2 of 3
Tripp Landing Beaufort County
OTHER ATTACHMENTS
1) USGS Map
2) USDA Soils Map
3) Wetland Impact Drawings
4) Stream Classification - Pamlico River
5) Construction Drawing C1.1
6) Wetlands Map
Page 3 of 3
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Chocowinity Twp„ Beaufort Co., NC
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¦ Engineering .Architecture ¦ Surveying .Technology
Name of Stream Description
Cuff. Class Date Basin Stream Index #
PAMLICO RIVER From a line across SA;HQW,NSW 01/01/90 Tar-Pamli 29-(27)
Pamlico River from co
Cousin Point to
Hickory Point to a
line across Pamlico
River from Roos Point
to Persimmon Tree Point
PAMLICO RIVER From a line projected SB;NSW 01/01/90 Tar-Pamli 29-(5)
from the downstream co
Corporate Limit Line
of the Town of
Washington Park in a
southwesterly
direction across
Pamlico River to a
Point of Land 800
yards downstream from
Rodman Point to a line
across Pamlico River
from Cousin Point to
Hickory Point
Broad Creek From source to a point C;NSW 01/01/90 Tar-Pamli 29-10-(1)
1.0 mile above
Beaufort County SR 1325 co
Broad Creek From a point 1.0 mile SB;NSW 01/01/90 Tar-Pamli 29-10-(3)
above Beaufort County co
SR 1325 to Pamlico
River
Beaverdam Swamp From source to Broad C;NSW 01/01/90 Tar-Pamli 29-10-2
Creek
co
Little Goose
Creek and From source to a point
0.5 mile below C;NSW 01/01/90 Tar-Pamli 29-11-(1)
Connecting Canals
Beaufort County SR 1334 co
Little Goose From a point 0.5 mile SC;NSW 01/01/90 Tar-Pamli 29-11-(2)
Creek below Beaufort County co
SR 1334 to Pamlico
River
Unnamed
Tributar
near From source to Little
G
C
k C;NSW 01/01/90 Tar-Pamli 29-11-3
y oose
ree co
Midway
Flatty Creek From source to Little SC;NSW 01/01/90 Tar-Pamli 29-11-4
Goose Creek
co
Nevil Creek From source to a point C;NSW 01/01/90 Tar-Pamli 29-12-(1)
0.5 mile below
Beaufort County SR 1100 co
Nevil Creek From a point 0.5 mile SC;NSW 01/01/90 Tar-Pamli 29-12-(2)
below Beaufort County cc
SR 1100 to Pamlico
River
Lewis Gut From source to Nevil C;NSW 01/01/90 Tar-Pamli 29-12-3
Creek
co
Jack Creek From source to a point C;NSW 01/01/90 Tar-Pamli 29-12-4-(1)
three-fourths mile
above mouth co
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