20021675 Ver 1_COMPLETE FILE_20021017

O?0? NNATF9Q Michael F. Easley, Governor
y William G. Ross Jr., Secretary
t' North Carolina Department of Environment and Natural Resources
? -I
.? Alan W. Klimek, P.E. Director
Division of Water Quality
January 17, 2003
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
DWQ Project No. 02-1675
Pitt County
Page 1 of 2
Bay Properties, LLC
P.O. Box 336
Winterville, NC 28590
Subject Property: Sherwin Downs Subdivision, Tucker Road (SR1759), Simpson, NC
Headwaters of Phillip Branch (Tar River) [03-03-05, 28-98.6, C NSW ]
REQUEST FOR MORE INFORMATION
To Whom It May Concern:
On December 11, 2002, the Division of Water Quality (DWQ) received your application dated December 4,
2002 to use Water Quality Certification No. 3362 (GC3362) to impact wetlands for the purpose of constructing
the proposed road & driveway crossings and lot fill at the subject property. This application replaced
applications dated October 14, 2002 and December 2, 2002. The DWQ has determined that the proposed
project will require written authorization for impacts to wetlands and riparian buffers protected under the Tar-
Pamlico Buffer Rules (15A NCAC 2B .0259) and 15A NCAC 2H .0500. In order to issue this authorization the
DWQ must ensure that your project meets the no practical alternatives determination required under these
rules. Insufficient evidence is present in our files to conclude that your project must be built as planned.
Therefore, unless we receive the additional information requested below, we will have to move toward denial of
your authorization certificate and certification as required by 15A NCAC 26 .0259(8) and 15A NCAC 2H .02500
and will place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
1. You stated in your application that no impacts to protected riparian buffers identified within 15A NCAC 2B
.0259 are proposed. However, a stream is shown adjacent to Tucker Road (SR 1759) on both the Pitt
County Soil Survey and Greenville, SE [NC], USGS topographic map. The site plan provided with your
application depicts a road crossing (Sherwin Downs Drive) and four lots (Lot Numbers 1, 2, 3 & 49) within
fifty (50) feet of this feature. Surface waters shown on either the soil survey or USGS topo map are subject
to the buffer rule unless exempted by the DWQ. No documentation exempting this feature was provided
within the application. Please provide any documentation that you may have from the DWQ exempting this
feature. If the DWQ has not exempted this feature from the buffer rule, then please contact Mr. Tom
Steffens of the DWQ Washington Regional Office at [phone] to schedule an on-site determination.
Also, please provide any documentation from the U.S. Army Corps of Engineers (USACE) stating whether
or not this feature is a Water of the U.S. subject to Section 404 and 401 regulation.
2. Additional site specific stormwater management requirements may be added to GC3362 for projects that
have or are anticipated to have impervious cover of greater than thirty (30) percent. Please provide
additional information stating the total anticipated impervious cover for the development.
Please respond within three weeks of the date of this letter by sending this information to me in writing and to
Mr. Tom Steffens of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This
letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware any impacts requested within your application are not authorized (at this
time) by the DWQ. Please call Mr. Bob Zarzecki at [phone] if you have any questions regarding this
matter.
Sincerely,
4??q
hn Dorney,
etlands/401 U it, DWQ
cc: Mike Baldwin, Baldwin & Associates, 1015 Conference Drive, Greenville, NC 27858
USAE Washington Regulatory Field Office
Tom Steffens, DWQ Washington Regional Office
File Copy
Central Files
DWQ021675
January 17, 2003
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Baldwin & Associates LE.
1015 Conference Drive
Greenville, NC 27858 Date:
252-756-1390 12/5/02
To: NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
Job No:
Attention:
John Dorney
Re: t
Sherwin Downs V'01 Y
We are sending you: LJ Attached [_] Under separate cover via
? Drawings IA Plans [] Prints ? Samples
the following:
Specifications
Revised PCN Permit
. ? I ?17(l?
Transmitted as checked below:
u For approval ]] Approved as noted LI Resubmit copies for approval
]] For your use Approved as submitted Submit copies for distribution
As requested Returned for corrections [] Return corrected copies
For review u Other
Remarks:
Signed: DaM7 BadllOlte
]]Letter [] Order [__? Other
Fit PO
Y
Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No. ) r 1- L
(If any particular item is not applicable to this project, please enter "Nota'?llicable" or-77777.7
• ga:
L Processing r.,(
1i' . Check all of the approval(s) requested for this project: ^.'A ' Q'LQUAl11`, b?tuup
TY SECTION
® Section 404 Permit ? Riparian or Watershec?$izffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bay Properties LLC
Mailing Address: P.O. Box 336
Winterville, NC 28590
Telephone Number: 252-413-9090 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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: Sherwin Downs Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): Parcel #49704, Tax Map #5616.06-39-7090
4. Location
County: Pitt Nearest Town: Simpson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): NC 33 east from Greenville
toward Chocowinity. Take right on SR 1755 and a left on SR 1759 Site is on right side
about'/4 mile from turn.
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 294025E 3939169N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) Greenville SE Quad
6. Property size (acres): 40 Acre Parcel
7. Nearest body of water (stream/river/sound/ocean/lake): Phillip Branch
8. River Basin: Tar-Pamilco
(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:_ Existing forest and farm land
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Residential subdivision, typical construction equipment
11. Explain the purpose of the proposed work:Provide access to proposed lots
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.
No previous permits have been issued.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
Provide a written description of the proposed impacts:
2. Individually list wetland impacts below: Fill in 404 wetlands
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Area 1 Fill .02 No > 500' Freshwater
Area 2 Fill .33 No > 500' Freshwater
Area 3 Fill .02 No > 500' Freshwater
Area 4 Fill .13 No > 500' Freshwater

List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.22 acres
Total area of wetland impact proposed: 21776 sa. ft. or .5 acres
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.niapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
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
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
The fill area has been designed for a minimal amount of fill to allow for a standard
construction for a new subdivision access road and two driveway accesses Only the wetland
areas indicated will be impacted and the new road requires adequate cover over the proposed
culvert. Side ditches from this road will be constructed to flow into wetlands and not directly
discharging into a stream.
VIII. Mitigation
? wetlands
installation of
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.htm1.
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.
0.5 acres of mitigation area (1.1) is proposed at this time Refer to map Upland area
will be graded to wetland elevation and planted with wetland plants species if mitigation is
required by the review agencies. 0.5 acres of mitigation area as well as remaining 1.72 acres
of undisturbed wetlands will be deeded as conservation easement.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Page 10 of 12
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify No )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
I 0 3 N/A
2 0 1.5 N/A
Total 0 N/A
f-one i extends out su teet perpenuicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There is currently 2570 if of paved road on this tract New impervious acreage would comprise
of the footprints of houses and driveways when they are built Most to all stormwater will
infiltrate or sheet flow to side ditches and swales that will discharge to existing wetland areas
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.
Sewage disposal will be conventional gravity septic systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ® No ?
Is this an after-the-fact permit application?
Yes ® No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
0v
) Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
BALDWIN & ASSOCIATES
Engineering, Surveying & Planning
1015 Conference Drive
GREENVILLE, NORTH CAROLINA 27858
[phone]
[phone] FAX
TO lAct:icta?
W-4_m' A . ? c, -z:)('CiC1- t
ImuVM n @[? Vn&K11 HV4QP_
DA 11 J013 N0.
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T6.NIION
RE:

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{., WETLAN S GROUP
WE ARE SENDING YOU )<-,Attached ? Under separate cover via ° the 9N"I?A Mari 00PJ
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order 0
COPIES DATE NO. DESCRIPTION
-7 12 Z o2 /? S 3
cjF S --cb Tbn:-:, f-Iugi6n)
7
7 112'1 ai, g.? o? sl'C?.

THESE ARE TRANSMITTED as checked below:
For approval
[I For your use
11 As requested
I- For review and comment
I I FOR BIDS DUE

REMARKS
F I PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: x'11_ I
If enclosures are not as noted, kindly notify us at once.
-i Approved as submitted
? Approved as noted
1-1 Returned for corrections
j
I I Resubmit copies for approval
I I Submit copies for distribution
1 I Return corrected prints
fs<f cap
?r
O
0
OF?FR
Pre-Construction Notification (PCN) Application Form
QG
1T
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army mil/wetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/i-egtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone],
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw usace.army.miI/wetlands/nwpfnalFedRef,) pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Butler Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U. S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bay Properties
Mailing Address: P.O. Box 336
Winterville, N.C. 28590
Telephone Number: 252 413 9090 Fax Number:
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 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: Sherwin Downs Subdivision
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Parcel # 49704 Tax man # 5616.06-39-
7090
4. Location
County: Pitt Nearest Town: Simpson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): N.C. 33 east from Greenville
toward Chocowinity. Take right on SR 1755 and a left on SR 1759 Site is on right side
about 1/4 mile from turn.
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 294025E 3939169N
(Note - If project is linear, such as a road or utility line, attach. a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) Greenville SE Quad
6. Describe the existing land use or condition of the site at the time of this application:Existing
forest and farm land
7. Property size (acres): 40 acre parcel
8. Nearest body of water (stream/river/sound/ocean/lake): Phillipp Branch
9. River Basin: Tar -
Page 4 of 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt 1/h2o.enr,state.nc.us/adtnin/maVs/.)
10. Describe the purpose of the proposed work: Provide access to proposed lots
11. List the type of equipment to be used to construct the project: Typical -construction
equipment.
12. Describe the land use in the vicinity of this project: Residential, Agricultural
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.
No previous permits have been issued.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
Page 5 of 12
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. Wetland Impacts Fill in 404 wetlands
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
Area 1 Fill .02 No > 500' freshwater
Area 2 Fill .33 No > 500' freshwater
Area 3 Fill .02 No > 500' freshwater
Area 4 Fill .13 No > 500' freshwater

List each impact separately and identity temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at litti):/hvww.feiiia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: 21776 sq. ft. or .5 acres
2. Stream Impacts, including all intermittent and perennial streams N/A
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)

*
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams mast be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wXNAv.usas.aov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wwwtopozone.coni,
www.mapyuest.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site:
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

(acres)
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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.):
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.
The fill area has been designed for a minimal amount of fill to allow for a standard
construction for a new subdivision access road and two driveway accesses Only the
wetland areas indicated will be impacted and the new road requires adequate cover over
the proposed culvert. Side ditches from this road will be constructed to flow into wetlands
and not directly discharging into a stream.
VIII. Mitigation
Page 7 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc. us/newetlands/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.
.5 acres of Mitieation area (1:1) is proposed at this time Refer to mat). Upland area
will be araded to wetland elevation and planted with wetland plants species if
mitieation is required by the review agencies The remaining undisturbed wetlands
(2.22 acres) will be deeded as conservation easement
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at littp://li2o.enr.stitc.nc.us/wrp/iiidex,litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identifyNo )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 N/A
2 0 1.5 N/A
Total 0 N/A
" Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There currently is no impervious acreau on this tract New impervious acreage would
comprise of the Drovosed paved access roads and the footprints of houses and driveways
when they are built. Most to all stormwater will infiltrate or sheet flow to side ditches and
swales that will discharge to existing wetland areas onsite
XII. Sewage Disposal (DWQ Only)
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.
Sewage disposal will be conventional gravi septic systems
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
61_0__
r?
ApplicarVAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Page 1 I of 12
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12

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NOTES
1
2
3
4
5
6
7
8.
9.
10
THIS SITE IS LOCATED IN SIMPSON FIRE DISTRICT.
THE NEAREST FIRE STATION TO THIS SITE IS 0.3 MILE AWAY.
WATER SLIPPY TO BE PROVIDED BY EASTERN PINES WATER CORPORATION.
ELECTRICAL SUPPLY TO BE PROVIDED BY GREENVILLE UTILITIES COMMISSION
ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
SEWAGE DISPOSAL TO BE BY INDIVIDUAL LOT SEPTIC TANK SYSTEMS.
THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARDOUS AREA AS
DETERMINED BY THE DEPT. OF HOUSING AND URBAN DEVELOPMENT. REF:
370372 0260, DATED SEPTEMBER 14, 1990.
THE NEAREST FIRE HYDRANT TO THIS SITE IS 300 FEET AWAY.
NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED.
NO CONSTRUCTION TO BEGIN UNTIL APPROVAL OF AN EROSION AND
SEDIMENTATION CONTROL PLAN BY THE PITT COUNTY ENGINEERING DEPT_
ALL ELEVATIONS ARE RELATIVE TO MEAN SEA LEVEL DATUM.
Y
J
0
z
T
69.
FIRM

N.T.S. NOTE: STONE DEPTH TO
BE DETERMINED BY
SUBGRADE SOIL TYPE.
TYPICAL STREET SECTION
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE
PERMITS.(45 DAYS)
2. CLEAR ROAD RIGHT- OF-WAYS.(14 DAYS)
3. INSTALL STORM DRAINAGE AND EROSION
CONTROL DEVICES.(14 DAYS)
4. ROUGH GRADE ROADS.(14 DAYS)
5. INSTALL WATER.(14 DAYS)
6. FINE GRADE ROAD BED.(7 DAYS)
7. INSTALL STONE.(? DAYS)
8. GRADE SHOULDERS, SEED AND MULCH ALL
DISTURBED AREAS.(? DAYS)
9. CHECK EROSION CONTROL DEVICES
PERIODICALLY FOR STABILITY AND
PERFORMANCE. (ETERNAL)
10. PAVE ROAD.(7 DAYS)
SEEDING AND MULCHING SCHEDULE PER ACRE
N 1:
CUT-IN 8"X6" TEE
2-8" GV
6" GV
R
?W
?W
.W
W
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME. _ 2 TONS/AC
10-10-20_ 1,000 LBS/AC
0-20-0. _ 500 LBS/AC
STRAW MULCH. _2 TONS/AC (AFTER SEEDING)
ASPHALT TACK_ _200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
50# TALL FESCUE 4
5# CENTIPEDE O 68
50# PENSACOLA BAHIAGRASS
500# FERTILIZER J
4000# LIMESTONE ccQ
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: Z
" 3
JANUARY 1-DECEMBER 31 13
Lli
75# TALL FESCUE I
50# PENSACOLA BAHIAGRASS 0 0° '
500# FERTILIZER
67.4
SITE DATA
TOTAL AREA IN TRACT 40.347 AC.
NUMBER OF LOTS CREATED 49
LINEAR FT IN PROPOSED STREETS .2,570 LF
AREA IN OPEN SPACE Q
NCGS MONUMENT "ORMOND"&"'?
X = 2,51 4,139.130
Y = 666,135.085
NAD 1927
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT
BECOMES 0.5 FEET DEEP.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY,
AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED
UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES.
CONSTRUCTION SCHEDULE:

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North Carolina Wildlife Resources Commission 9
Charles R. Fullwood, Executive Director
1721 Mail Service Center
Raleigh, North Carolina 27699-1721
Phone [phone]
MEMORANDUM
TO: William Wescott
Washington Regulatory Field Office
US Army Corps of Engineers
and
John Dorsey, Administrator
401/Wetlands Unit, Division of Water Quality
NC Department of Environment and Natural Resources
FROM: David McHenry, NE Coastal Coordinator
Habitat Conservation Section
NC Wildlife Resources Commission
Fs?E??ay
DATE: November 22, 2002
SUBJECT: Section 404 Permit and Section 401 Water Quality Certification applications for
Sherwin Downs Subdivision, Simpson, Pitt County, North Carolina.
DWQ No. 021675
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed
the application with regard to impacts on fish and wildlife resources. The project site was visited
on November 20, 2002. Our comments are provided in accordance with provisions of the Fish
and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.) and the Clean
Water Act of 1977 (as amended).
The applicant is requesting authorizations to fill a total of 0.35 acre of wetland for
development of the Sherwin Downs Subdivision. Vegetation on the 40-acre tract is comprised of
managed loblolly pine (Pinus taeda), shrub-scrub, and agricultural crops. The requested wetland
fills involve a roadway alignment that crosses a wet drain to Phillipp Branch, which is a tributary
of the Tar River. This roadway and the associated wetland fills have already been completed.
According to the applicant, a 0.35-acre wetland will be created upgrade of the wetland fills as
mitigation.
The project will directly impact wildlife resources and reduce run-off and sediment
control in the watershed. Although the wet drain is not a rare or undisturbed wetland, it does
provide valuable habitat to a variety of small mammals, reptiles, and amphibians. Construction
of the roadway and misplacement of the culverts has segregated the upper and lower portions of
this wetland, which will effectively preclude or retard the movements of several wildlife species.
However, a more significant effect of the fills is the loss of run-off and pollutant control capacity
in the watershed. Headwater wetlands are extremely important for preventing water quality
impacts in downstream waters. Because of recent rainfall events and land disturbance from road
construction, substantial sedimentation in the drain downstream of the fills was observed daring
the site visit. This sedimentation will contribute to the overall reduction in the water quality
404/401-Bay Properties Page 2 November 22, 2002
protection afforded by the remaining wetlands on the project site. Moreover, the cumulative
impacts of similar projects in the watershed are adversely affecting the Tar River through
excessive nutrient and sediment loading and associated effects on aquatic life.
It is the policy of the NCWRC to oppose projects that unnecessarily degrade wetlands and
to support mitigation for wetland impacts that are unavoidable. Therefore, the NCWRC will not
oppose this project provided the following recommendations, which we feel will minimize its
impacts, are included in the project authorizations. A
1. All wetland impacts for this development should be considered collectively. The
application states that two additional wetland fills are anticipated to establish
driveways on individual lots. These additional wetland impacts should be included
along with the already completed wetland fills in a revised permit application.
2. To reduce cumulative impacts, further wetland fills in this subdivision should be
prohibited through conservation easements or deed restrictions on all individual lots
won
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3. The proposed mitigation area should be relocated adjacent to the wetland area that is
downgrade from the road crossing. For example, wetlands could be created
contiguous with the natural wetland on lots 38 and 39. This siting may preclude the
need for additional wetland impacts from driveways and provide better stormwater
control from a larger proportion of the subdivision than the current siting. Moreover,
this siting would create a larger and more contiguous habitat for wildlife.
4. In addition to relocation of the mitigation site, a greater than 1:1 ratio should be
utilized since the mitigation involves wetland creation.
5. The roadway culverts should be removed and installed in a position that connects the
divided wetland area.
We appreciate the opportunity to comment on the impacts of the project on fish and
wildlife resources. If you need to discuss these comments please call David McHenry at (252)
946-6481 ext 345.
cc: USFWS, Raleigh (Hall, H.)
ec: NCWRC (Waters, C. - District 2)
Re: WaRO Tracking and Tardy Notice, 11/27/02
Subject: Re: WaRO Tracking and Tardy Notice, 11/27/02
Date: Mon, 02 Dec 2002 15:32:00 -0500
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: "Deborah Sawyer (WaRO)" <[e-mail]>
CC: Tom Steffens <[e-mail]>
Z
Deborah:
Do you agree with my approach? I plan to send the more information letter if I don't
from you by Monday 12/9.
- Bob
Tom Steffens wrote:
> Bob,
> I haven't seen ci plat of this yet, though Dave McHenry showed ire : orr)e. stuff right q
> one day. I think Deborah has this orie, or it hasn't made the transit iiora to airy desk
> On the face of 0_ , I agree with your coirrrriclit:s.
> toils
> Bob Zarzecki wrote:
> > Tom & Deborah:
> > The tardy project baits GO-days on 12115. Please review and provide comments ASAP.
> > This is the first I'S,e seen the p-r:oJect. I'arr faxing you WRC's conirnent.s. Looks 1.1.
> .> no buffers since not on maps. Doesn't _iook like an Isolated GVr t:]a c.i issue to me s
> they are not r-equesting impacts t0 them. Storrnwater doesn't seers f:o be an issue.
> > think we need io send them a more rat or ?anon -letter requesting plans for lot.
> > 38, 39 & 40. Agree? I don't: think we :;houtd make an issue over i.e ari.ti_ga.t:lori as
> > suggested by GVKC comments, because their :impacts are below 1 acre rrd 1 don't thin.
> > can require it. Agree?
> > - Bob
> > Cyndi Karoly wrote:
> > > Hi Toni and Deborah. HAPPY THANKSC1IVING!
> > > Below is this week's 401 Trackirin NotJce for the N.Tashington Regional
> > > Office. The Central Office has .not received your recominendat.ion, for-
> > > these projects as of November 27, 2002. If you have riot received any
> > > application, please let me know and I w.i11 fax it to you. Please take
> > > note of the date received in the Coi t:r: it office and file 60-day clock
> > > projection. If we do riot have your i:•(Uunents by two weeks before: the
> > > clock expires, we. may have to prepare the 401 without incorporating your
> > > comments, in order to avoid waiving t:lae 401. Two weeks from today, the
> > > application be forwarded t.o t:lie a'iI)prop_riate Central Office staff-
> > > member (Bob Zarzecki ) if we do not.- have. Regional Office comment's by
> > > then. The Co staff will then consult:: vorl if tirne allows and makf> a
> > > recommendation on the 401 t:(-) ?h)1IT, Dorl)ey.
> > > TRACKING:
> > > 40.1 Applications:
> > > Dt-VQ No. PLo"ject County Permit Type Received IJ'xpires
> > > 02-1738 Jo.hra arid Rachel Buck, Parnlico Co., LAMA 10129102 1212710,'
> > > 02-1745 Ranch,, Smi.t:.h, Beaufort Co., CA!AIA 10!30102 1212810::
> > > 02-1746 New 1'ern .Yacht Club, Craven Cr:. , C/W,1A 10/30/02 12128102
> > > Please use i-e staff- recOmmen(lat:ion in Filemaker Pro, arr(:1 th(,r?
> > > notify me. that: the report has 1--)e(?ri '
_.. , ,.U. .?? e--rncall. add-i-e. . .,.
> Cyndi. > > r;a_ro_I y ncmail . net or You ocr can rail me at 919-733-9721.
I of 2 12/2/02 3:32 PN
Re: WaRO Tracking anti Tardy Notice, 11/27/02
There is one Tardy Project fnr the !JaRO thi,, ...fir,. ?t+'c1 c?rz tho
> > n t aeJ.rment. This File has hues. passed along Lo Bob z drxeck:i..
Tanks very much fox your Ott ention.
Name: Tardy l'ro7e c ts.doc
t Word Document (amp] tati__ozt'
> Tardy Projects.doc Type: Mz:crosof' nwo,
Rncoding: base64
> >> Download .Status: Not downloaded with message
Bob Zarzecki
NC DENR/DWQ 401 Wetlands Certification Unit
9147330726
2of2 121202302PM
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Triage Check List
Date: /oZZ4/va.- Project Name: ?PI_Vjty'?Ioyljn?
DWQ#: _ O Z - /& 7,?
County: > > 44
To: ? ARO Mike Parker COZ_W_90?
Deborah Sawyer
? FRO Ken Averitte ? WiRO
Joanne Steenhuis
? MRO Mike Parker
? WSRO Jennifer Frye
? RRO Steve Mitchell
From: Telephone : (919) '77_33- / ??(o
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
?inimization/avoidance issues
? er Rules (Meuse, ar-Pamlic , Catawba, Randleman) Ogl?'
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: 1_6As 3 S , 5 9 ?- 1? 0 ma-.4., d? , , 'v P

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ' r -. ,,-
If any particular item is not applicable to this project, please enter "Not
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
han
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: E]
II. Applicant Information
1. Owner/Applicant Information
Name: Bay Properties
Mailing Address: P.O. Box 336
Winterville. N.C. 28590
Telephone Number:_ 252 413 9090 Fax Number:
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 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
arid 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: Sherwin Downs Subdivision
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): -Parcel # 49704 Tax map # 5616 7090
4. Location
County: Pitt Nearest Town: Simpson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): N.C. 33 east from Greenville
toward Chocowinity. Take right on SR 1755 and -a left on R 1759 Site is on right side
about 1/4 mile from turn.
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 294025E 3939169N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) Greenville SE Quad
6. Describe the existing land use or condition of the site at the time of this application: Existing
forest and farm land
7. Property size (acres): 40 acre parcel
8. Nearest body of water (stream/river/sound/ocean/lake):_ Phillipp Branch
9. River Basin: Tar - Pam
Page 4 of 12

(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/inaps/.)
10. Describe the purpose of the proposed work: Provide access to proposed lots
11. List the type of equipment to be used to construct the project: Typical -construction
equipment.
12. Describe the land use in the vicinity of this project: Residential, Agricultural
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.
No previous permits have been issued.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 2 additional driveway lot access Permit requests are anticipated in the near
future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
1
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. Wetland Impacts Fill in 404 wetlands
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Area 1 Fill .02 NO > 500' freshwater
Area 2 Fill .33 No > 500' freshwater

t
List each unpact separately and identity temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httl2://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: .35 Acre
2. Stream Impacts, including all intermittent and perennial streams N/A
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

List cacti impact separately and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding). relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening. etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name. list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 6 of 12
www.usgs._PQV. Several internet sites also allow direct download and printing of USGS maps (e.g., ww\v.tonoione com,
www.mapquest coin. etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
3., Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
m act
p
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

1111Nau ?1cPatatery and iuenuty temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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): E] uplands F1 stream n 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.):
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.
The fill area has been designed for a minimal amount of fill to allow for a standard
construction for a new subdivision access road Only the wetland area indicated will be
impacted and the new road requires adequate cover over the proposed culvert Side ditches
from this road will be constructed to flow into wetlands and not directly discharging into a
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm-gide.html,
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.
.35 acres of Mitigation area (1:1) is proposed at this time. Refer to may. Upland area
will be graded to wetland elevation and planted with wetland plants species if
mitigation is required by the review agencies.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:/ih2o.enr.state.nc.us/wrp/index.htni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes [:] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F] No
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 F? No R
X. Proposed Impacts on. Riparian and Watershed Buffers (DWQ Only)
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.
Pa,ge 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identifyNo )?
Yes El No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet)
Multiplier Required

Mitigation
1 0 3 N/A
2 0 1.5 N/A
Total 0 N/A
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There currently is no impervious acreage on this tract New impervious acreage would
comprise of the proposed paved access roads and the footprints of houses and driveways
when they are built Most to all tormwater will infiltrate or sheet now to side ditches and
swales that will discharge to existing wetland areas onsite
XII. Sewage Disposal (DWQ Only)
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.
Sewage disposal will be conventional gravity septic systems
Pa-e 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes [] No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
`c1
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
o"Z,,
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Page 1 1 of 12
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U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: County: i?
Notification of Jurisdictional Determination
Property owner/Authorized Agent pe ? e r; r
Address Ii t, `.:, ?. •?- r ?.
-e t X, L-
i
Telephone Number A
Sizee, and Location of Property (rrwaterbody, Highwa name/number, town, etc.) , y
I U Q G y` Z 5 / T ? ? h ? ? G ? ! ? '7 i L. t? C7 f' /V 1. J ? l ? S `? a ? y' •' J i< C1 . C? .
0&
Indicate which of the following apply:
• There are wetl s on the above described property which we strongly suggests be
delinea d surveyed. The surveyed wetland lines must?erified by our staf?the
s will make a final jurisdictional determination on your property.

• Because of the size of your property and our present workload, our identification and delineation
of your wetlands'5'annot'6e accomplished in a ly manner. You may h to employ a
consultant to o *in a more timely delineati of the wetlands. Once consultant has flag d•
V a wetla=dZat on the property, Corp aff will review it, an ' it is accurate, w t{ugly
reco you have the lin eyed for final approval by the Corps. The Corps will not
makfinal jurisdictional determination on your property without.an approved survey.
,J ('0 ,??< <• u? ,vim /' - s, ..e s 2vf"
?j • The wetlands on your lot have been delineated, an tth li?ts of Corps j?sdiction?fiave been
explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed Ihm-c-years from the date of this
notification. . ; ? -r-
• There are no we lands present on the above des gibed property which are sub'ect to the perm'
requiremee ts'of Section 404 of the Cle ater Act (33 USC 1344). ess there is a ch a in
the'lafor our published regulatio ,this determination may be ied upon for a period not to
exceed three years from the dat of this notification.
• The project is located in one of the 20 Coastal Counties. You should contact the nearest State
Office of Coastal Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact
at J, 5 `17 5 ' l L/ 6 Z-'/
Property owner/Authorized Agent Signature
Project Manager Signature
Date -5 /?
Expiration Date j / Z
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELI OW (FILE) COPY OF THIS FO/RNL
..w ,ti//11t ,;, i? r z° ' < n . a-•i I / e' '-// L . t, 'l i Yt / %• G n 7 0 G.: (: I11 e i
17l h.....,
CESAW Forth 566 d;' <a s _ J?ii - C A
I OCT 92

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ?o ?? ? ?,? _S ?(? ' ?, , Date:
Applicant/Owner: K3 _ _-w. /0-4
Investigator:
?+ County: j6&i -_________
State:
A)`e
- --------- ----- ----
--- _
1-------
Do Normal Circumstances exist on the site? No Community ID: _-_--_--_
Is the site significantly disturbed (Atypical Situation)? Yes o Transect ID: _

Is the area a potential Problem Area? Yes _
Plot ID:
-

If needed, explain on reverse. ___
_____
VEGETATION
omi nt Plant So i Stratum Indicator Dominant Plant 512

i Stratum ndic t r
CL
?
?
!
?
i
2. ffGitr --- ?
K? ---- SZV? _?s_?' ° 10.x!
t
.
.
.
?
3. 91;

5. ji
.rsce¢?1??_?3LIJJP? _ V ??? ?_?? •'' "? 13.--------------- ---- -----

Q
el?? 14
?.,Csaae F«G3.?
7._?4Qd?-
??S2
ti
Y?-
---- - ----
1
-----------
q
?
?
?? 67
----
Percent of Dominant Species that are OBL, FACW or FAC /??70
(excluding FAC-).
Remarks: W- w-.? (/,Ers Q s 3 po/1a?
HYDROLOGY
- Recorded Data (Describe in Remarks):
Stream Lake, or Tide Gauge
_ Photographs
Other
- Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Nbrks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) - Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) - Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: (in.) - Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name
(Series and Phase):
Drainage Class:
Taxonomy (Subgroup): Field Observations
v J S --
t L_- _ - --- Confirm Mapped Type? Yes No
Ergfile Description:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
o --- joDe
?'-L-
?=?
Hydric Soil Indicators:
FGstosol Concretions
Hstic Epiyedon Hgh Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime misted on Local Fydric Soils List
Reducing Conditions --,LVed on National Hydric Soils List
Gleyed_ or L?o%,Chro/ma Colors - Other (Explain in Remarks)
Remarks: ?Y`? !t 5 ?. i S ?ti...4 ?0...s?'S 2..5
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ® No (Circle) (Circle)
Wetland Hydrology Present? ® No
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Ye No
Remarks: W 14Lk La-j = 4---1 ?y t J _ n
Approved by HQUSACE 3/92
Appendix 8 Blank and Example Data Forms B3
T 54-
5f
?4t
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site:d }07o?cvlo ? _?`9 ?7Vc'a? w? S
Applicant/Owner: 1va2c% ____________!? -?
7 Date:
County: i?,`
---------
Investigator: State: /U_Q ..........
Do Normal Circumstances exist on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes S Transect ID:
Is the area a potential Problem Area? Yes Up,) Plot ID:
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Sog!;1*22 Stratum Indicator Dominant Plant Species Stratum Indicator
,.???-r - --- Q? -.3
2.?? ?LAu?1??`?
3. -3 [M3_J FaC9J Sf' 0
6._A tQ.r 04"I c-

7.?JrL?sy[ ?-! '1.-+A2C----- ?-?? `sac- ?? 9------------
10.-------------
11.------------------- -
14.
---------------- ---- ---
15.----------------- ---- -----
Percent of Dominant Species that are OBL, FACW or FAC
(excludin FAC-). `JO
------------------------------------------------
Remarks: VJ vl?j -V5
HYDROLOGY
- Recorded Data (Describe in Remarks):
- Stream, Lake, or Tide Gauge
_ real Photographs
Other
- No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
- Inundated
_ Saturated in Upper 12 Inches
- Water IVIarks
_ Drift Lines
- Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12 Inches

a _ Water-Stained Leaves
Depth to Free Water in Pit:
(in.) _ Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: l / r (in.) -Other (Explain in Remarks)
Remarks vo--e?

B2 Appendix 8 Blank and Example Data Forms

SOILS
Map Unit Name
q
(Series and Phase):
/?(cy
S
rf d?ry1 ?^^/0? T
-
-- -
Drainage Class:
l?- Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description
Depth Matrix Color
(inches) Horizon (MM
unnseell Moist) Mottle Colors Mottle Abundance/ Texture, Concretions,
(Munsell Moist) Size/Cont
a
t
r
s
Struc
etc.
/ ture.

Hydric Soil Indicators:
_-_ Histosol
HSstic Epipedon Concretions
Kgh Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
Aquic Moisture Regime Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Reducing Conditions
Gleyed or Low-Chroma Colors - Listed on National Hydric Soils List
- Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Q=) No (Circle) (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes
Remarks: ,t ) t 1
'4(? ' ?G`? c?Gwc?CM'? N?f CL'S a -p- r?p
Approved by HQUSACE 3192
Appendix B Blank and Example Data Forms
B3

P? I
A•+fPC[Ip. K M ACM+ •M Of M
la,?- M.FII Kl MCG M NI[>bIl Nr
a . o+ur? r M u a< a.n nMAm
.cowo.c Mr anu.•.na. a
.I4 IOI1 . >(rm ..0[ A C1C>m I.r
-r rOC Y9C M .M, COME K
0.0.6A •(lllu0 06.ftlp. •.-.al
S
!._i
.} 1. lit/ ,.rr
- ?a r.11.1.>t• ? 4' w w
• r•? ?) Fi•"1 'fie-•?a z s
\
\
`b4-1 \
\
>. ...>r•.awt. +wasaa
f.YlO•.
veer u r I
f>M ll6K ••I.C. YA a
f+ - [Ma rf r.L
loos AM ¦ oawo - do A
cw.r
t>• r
«irw ? wl r_c na
M+lrllL S 7V>0
I'

1
WE
I VICINITY MAP I
PROPOSED C/L GRADE
30% 0.32%
fk/
i) E
o'
RCP,
'33"E N 67'52'20"E
3'E 104.01'
/ 7' 1 g"W
Ogg
85'
6" PVC
WATERLINE
CROSS-SECTION
N.T.S.
'4058` 1 12
S 12' 17'51 "W F
LANDS 4,:: 0 35.67' p
AC. a :: a a
N 4
rn
6.36' i 5 Sg S
0, 300'
TWIN 24" RCP _? ?---
12" MIN.
SEPARATION
AGRICULTURAL
SUSAN ARDEN TUCKER HATCHER
MB 38, PG 94
?h DB 257, PG 254
1t?t?;ICIIFtrlrrll?r
,??? cAa
r
3082.'; :.
A V ?
SHEET T OF 1 PARCEL / 49704
FLL PMff IMP TAX IMP / 5616.06-39-7090
SHEMIN DOWNS WETLANDS
REFERENCE: DEED 8001( 1290. PACE 336 Of THE
PITT COUNTY REGISTRY
OMBLA D lO00V M COMW N C
I OWNER: BAY PROPERTES, LLC
AE70RESS:P.O. 80% 336
WINTERNLLE, NC 28590
PHONE: [phone]
' * l l 15 ,• Baldwin mW AMMM 9 1WD: DEC APPROVED: 1M'8
cl0oaoml&.V ? ? caH?awls scR MTL 00/05/02
A 1S4
CHECnD; Vft WALL 1' . 10W
.n .. x ?v •?•n +rw1. e.ra.n.v,.•R n «w? uro .,
NORTH

S 65'37'01 "W?
63.45'
\65'3741
51.94'
A-4
?ry Z
N 47'03'36" E
59.80'(CH
R= 372.00'
N 44'00'54" E
O ?n 50.64'(CH),
A-5 R= 190.00
air,
ROAD CROSSING PERMIT A-2?
AREA EX - Z
931 S.F. IaA
S 30'47 3 ?W •0,0
BAY PROPERTIES, LLC. 64.2 o 0
DB 1290, PG 338 64 LF-15" RCP
S 76'35'27"W
49.79'
ROAD CROSSING PERMIT
AREA #2
14,209 .F.
5 19 3' S8 W
10?2 6>
AGRICULTURAL
SUSAN ARDEN TUCKER HATCHER
MB 38, PG 94
DB 257, PG 254
2
3 69.86'

4 AREA4 x?

I
{
0
3
S 02-58'1 5?Y 26.68' I
1 0 ^ 5,635 . F.
v
M o 1 a
31.82'(TOT) 1oci N 33'48'3"E
r` w N 59'09' 11 'E 54.72 1
24.58' , 12 AGRICULTURAL
Z 1 r h
S 12' 17'x, "yy SUSAN ARDEN TUCKER

1/TH
404 %ETUWDS
0.9140 AC
0 F,
35.67

MB 38. PG 94
.
4 ro
1 ?2 N ,5y?' DB 257, PG 254
1
? 5
v
rn
6.36'
100' 50' 0 100' 200'
300'
GRAPHIC SCALE: 1 " = 100'
1?ti1?rlFUFttr/trr J'A
Q?ESSl0?9 r
tg
SEAL
L-3082 ±a?
SHEET 1 OF 1
HATCHER
REVISER 11/27/02(ARM
PARCEL } 49104
TA% MAP + 5616.06-39-7090
?7 ?CJ ? t1Y
II 4?` t?T,1T
NOTE: REMAINING WETLAND AREAS AND
MITIGATION AREAS WILL BE DEDICATED
AS CONSERVATION EASEMENTS ON FINAL
SUBDIVISION PLAT AND CONSERVATION
DEED WILL BE RECORDED IN THE PITT
COUNTY REGISTRY.

BAY PROPERTIES, LLC.
DB 1290, PG 338
//-EX. 15" RCP,,' 64'35'33"E N 67'52'20"E
35.68' 104.01'
-S 64'35'33"E 24 LF-15"TRCP
CULVER
N 09'37'19,W
4' / 38.10 V l g•
SIZE
1
E P •7
L VI am MAP
PROPOSED C/L GRADE
-0.309;
0.32%
64 LF-15" RCP
\Fkl\c G TO CONNECT WETLANDS
\?OF TWIN 24" RCP ?- -
rS12" MIN.
EP RATION
104 WETLANDS
0.0690 AC , 3d
11 ?vl 1 12 36
N g6.39 ^ 9 S'S6'(T?8 f
:r T
h?"0? .?y2fl. ? )
N 5 56 0
JI
W °'
U
w
pr
N or `-
N ?? 6g5
1
27.86' _
FILL PERMIT JD
AREA f3 I;k
-1,001 F.
6" PVC
WATERLINE
N 33'02'15" W
6.66'(CH)
206,30,14 T R= 7'' pS 56'15'20" W
(CH) N 17"1411" W 36.36'
20.86'(CH) p o h
N 33'44'44 W -N 25'53'25" W
75:00' 5666• a? 60.57'(CH)
S 53'15'20"W 40 FILL PERMIT
CROSS-SECTION
N.T.S.
TWIN 44LF 24" RCP 0
0.30% W/ 2-FES
SHERWIN DOWNS WETLANDS
REFERENCE: DEED 600¢ 1290, PAGE 336 OF THE
POT COUNTY REGISTRY
amearlq 111 ew NR cam TIC,
OWNER: BAY PROF13tnM LL
ADDRESS: PA. 80% 336
WINTERVILLE• NC 28590
PHONE: [phone]
Ned ANIMM0= --E.- DEO I IPPNO.ED NNB
Wq 61R981D10
WM SCII DATE: 06/05/02
27878 O[O.FR 4N8 ry,. 1•.100'
R 41. PC 211 ACN 2008 SUMN DONN9 FLL PEnv Nlp
(Joins sheet 43) 680 000 FEET ,.
8? N
_ _ _ Photobesa from 1971 aar I., Phol.Brep.Y, Poel\Ione of S,000loot 8rltl ticks a
• .. . _?_ eparaa mete end peaetl on
\he North C-111-1 ° ortllnafe ayafam.
Pho\olrase horn 1971 vosi\ianeot °
aerial pnolagrephy. ?"' '?? _'?? -,
V
J
O
C
Z
Z
O
N
2
l /
TD
N
O
r_
Z
D
2
M
m
z
C
K
C
m
m
w
'4 1 Mile
5 000 4 000 3 000 2000 1 000 0 5000 Feet ?N11111- Z W
Scale 1:15840
r _ - Photob- from 1971 ssrtsl Photo{taphy. Positions of 5,0DD-toot grid ticks .rs .poro.lm.ta nd bawd on the North Carolina coordinate system
Th11 m%9 is sms 11 1 Nl eomPllsd In 1973.. Dart of is sIa so _ W lh• Unil.d St.... D.P.rtm.nl of A.11-turn, So-I C-iir-b- Service, end the North Caroline Agricuftur.l Experiment St.tlon.
tins ap s om u1 a +el compilNd in 19/fas part of .soil su vey by the Llmled Slates Deportment of Agriculture, Soil Conservation .,ervi ., and iho Nairth t,n?ul ura qgr cuftur of r. ?ment Ste tun.
Photobase from 1971 aerial photography. Positions of 5,000 toot grid ticks 2re approximate and based on the North Carolina coordinate system.

0
O
C
z
z
O
n
D
O
r
Z
D
N
2
M
M
z
c
K
CO
M
X

1 Mile
------------
5 000 4 000 3 000 2000 1 000 0
Scale 1:15840 5000 Feet --,low z Fem.
I?IIYIIf'1LL ??. YI?LY??11? p{ MJJVLINILJ? ?M
NCDENR 11/29/2002 19934
Sherwin Downs 200.00
w ru sN GROUP
sroN
WA R QUA ? ffY ECr
Bank, 90159 Sherwin Downs 200.00
NC DEPT. OF ENVIRONMENTAL MAN. 10114/2002 19538
Sherwin Downs - Wetland Permit 200.00
ode,
I
' OCT w
0216-75
WETLMM c110UP
WATER UP,?ITY SEC?!'?"'
Fp
Bank, 90159 Sherwin Downs 200.00
_ _ _ .-ate---
1
~J
L NC )7
TOTAL AREA IN TRACT 40.,47 AC.
N~.~M'r?E:R (?r ~_CTS CREATED .49 _ P~ ! J~'~ r- ~ ~
NE_ ~N r>~~PC?~,FD S REE~S .x,570 LF N f?TH i BIACX ~
U ~~ftE}a iN OPEN SPACE 0 , ~ ~MASDNk_
o W DB 6<' , ~'G A55 i ~ I I
F_ _ _ ' / ~ i ~ ~ MIlLBR00K r I i~ IJ~ W
~ NCGS MONUMENT "HARDWARE" ~ ~ 2,512,659.019 EPI(N~ i t-r ~ ~ KENT ~ 2 °n ° ~ °o c s ~ ° SIT ~ ~ E
Y = 668,282.497 _ ~ ° ,
, ~ NAu X921 - - - ; W 1 ~ ~ ~
0~ a ~6 g o' N V~'C1 WDp. N
i
9 ~6~ ti ?g~ I T H OMPSO - ~ N ~ EDWq~
a'
PLAN r _ LFq~ fi I
4 I L---- 7 ~ h~DN BRi C
I k kr
NCGS MONUMENT "ORMOND" j ~ ~ CLASS B STONE ~~,~5 ~ ~
x = 2,5? 4,139.' i - _ - - ;TT~I~TT= 111- - 1T?=TIT ~ I l-1 il=
= 666,' 35.085 i Q NAD '921 ~ Q' ~ III-1 I I-III-~ ~ I^I I ~l I~ I_{ 11`I I ~_I.I_I I I ,
O ~ ,1 . w - - - ~ ~ ~ = I_I = I ` . VICINITY MAP ; ~ ° I I^I I !_I ! ,_I I I_T I I I_. I I_i ~ I_I I I_
i ~ ~ ~ a \p~ ,
MAINTENANCE PLAN ~ ~ f f ~ I -FILTER FABRIC ~
I ~ . - 0 ~ SECTION ~
E:P~?S!ON .AND SEDIMENT C NTRLTL PRACTICES W~~~ BE ~;~t ~K:_C, UI 'Q r' Zk ~T~ ~I r1P C, n c ~,~r~ I ~ ~ . _ AB,„ITti~ AND ~ ERATION ~ OLL~W'NG EVERY RJN-OF. ~,~uC'NG m Q ~ ~ •Sp, I
t1AiNFALL, B~, IN NO ,,ASE ~tSS Tr~A'V N~ E EVERY WEEK. Nt~ QED Q NOTES
RE~'AIRS Wli_L BE MADE IMMEDIAIEL~ r , PY~A!NTAiN AL• PRa~~r;~'_`, a ~ ~ ~ Q ~ ~ ~ ~ 1. "L" IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR Fii?ER FABRIC SHOUL'U I
~~"~;I ,N w Q .,t. C E0. / ~ 2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND BUT NOT LFS5 IRAN 6". SOIL FOUNDATION.
``~t~hlM NT W'f ' R ~M~'d ~ fR'~4t T~I>" Si~ T F~N~ WhE'v ~ W ~ P , E t~ BE E ~ ED J ~ _ ~ ~ L E ~i~' + a~,' ~'C '"PT n P ~ ~ ~ ..~.OhE.. 0.5 Ft. SEE ~ p/ 3, IN AWELL-DEFINED CHANNEL EXTE"iD THE 5. FOR RIPRAP PROTECTION uSE CLASS "B" APRON UP rHE CHANNEL BANKS TG AN EROSION CONTROL STONE. '
ai.~~.- SEE[?EL~ AREAS WILL BE fERTILi;'ED, RE-SEEDED A5 NECESSARY, `Q `ti ELEVATION OF 8" ABOVE THE MAXIMUM 6. aPRON TO 8E PLACED LEVEL wITH THE TOP EIF = EXIS`ING ipGN F=P'~~E
it S' i ~ , V aN[` M'v~i'NED A;~CORDING TO ~!~E SPECIfICAT~ONS ~"v THE ~~EvE'AT!4E AGRICULTURAL .~N TAILWATER DEPTH OR TO THE TOP OF THE SURFACE OF RIPRAP AT SAME LEVEL AS I _ ~ , IR I K HI H I ~ RR N~ IN LaN SURFA - V R A S - ~E~ QN P,P~ BAN W C EVER S LESS. Su OU D G D CE NC O E F ~L
~>,-aN Ma NrAIN a v~GOR~~uS, DENSE vE.uEratn,E co4ER. ~ WILLIAM LESTER TUCKER a. dl ~ TE ~1Pi7RARY Rf~~ION NTR~' M~AS''R S Wi ~ RE RE!~'Ov~"'` V 4~ E _ ~O E~ L~ ~ t~ / SHOULD ExIST. T r .w NPS = NG PUIN SE~
DB 0-31, PG 440 ~~~~'i;'N ~:)MP~-f~11~)N OF i~ONSTRUCT10N ANO S?Ai31GZ~TiON OF G~2ADES. , MBL = M!NIMU~a1 BUILDING L'NE
0~ ,e0., ,~t, PP ~ OUTLET STABILIZATION STRUCTURE T ~r ~ ~l ~ ERRS = EXIS IN,, P,ALROA~ ~P~r t
cLO R/W =RIGHT-OF-WAY
\ 2 CONSTRUC110N SCHEDULE: Sa.sT BENCHMARK EPKN - ExIS~iNG PARKER KA~~oN NAIL j
"e° * ens" OVERHEAD e,.~ uTIUtIES(TrP) 4. a RR SPIKE IN PP E.A =EXISTING iRON AXLE
t ~~f+'aIN FLAN AP~'12L7VA~.S aND A[L A'PL+OaBIE ° 601 '1" / 9 r59 5 * 80.2 *59 k'(~htiU(S ~d', DAYti) i s7, 'se.e ~°8N.00•Sa'iG„ ~ so-oe_s " 90 ELV. 63.50 NGVD "eJ.1 ~y\ , "e3.a N 31 24'44" E
~ L(,1k RC)AC RIL;r+1.W L1F..WAYti,~ f 4 UAYS1 N 28'58'33" W B/ 59, .59.9 E~~ *ea.e 01'52'0 " W 609.52° 196,07'
T "E0.2 ~ 59.6 E~~P 1 9.Sd. IN`~tAl.i SIURM DRAINAL,E AND ERt1SI0N N ~ w-, 57.32' t' P ~ * 95,89, 1$4` 20 29 06 ~ ~ 4 .4 ' 94.09 a 99' 163,62 ag .84.9 ' 15 sa.~ 4 '98 ~ ~g p~ 0~ ~ ~"~DG CLEANOUT & FILL ,
t'l~N'f~i'!L I~CG'ICES.j10 DAPS) d ~ as P *98.7 s96 6,0 5 5 s,.a B~>~ lOS N 29'52'1'" E ExIST. DITCH w/
v-~ N 5 P , i ~ ~ST~d3 199.38 ,4 66' , 4 kt~ ut;N GRA, k ROADS.( 4 DA. 5 ~ 0 53 w~ P _ - N o6'54 - " '~'e~'3 SIGN-gip' 50,88' SUITABLE NATIVE o S .e 6 PP , , hd 28'01'25" E MATERIAL
5 iNS'TALL WATE.R.(' 14 DAYS) 10.15' 'rvENT ' - 591203.x. ~ '~00 ~ 12 40 0~ ~;eu ~gu 12 ~ ~ ~ 21,380 S.F. ~ TVP„' ' 50.75' ~ or i l , ; }j
h FINE GRADE ROAD BED.(7 DAl'S1 CUT-iN 9"x6" TEE- SIGNAL PIPE , E~e.e t 4 „s7ao ,A90 2-a" cv U ~d- 13 p 23,72 ;NSTALL STONE.(' DAYSI ~ , p 23,72 s.F. ~ ~ e3. A, v N 2ro5'v" E 21 652 S F ss, 0 Via, , ~6"x6" CUT-IN TEE ~ :a 9 50.31'
~ ~.6 *s9, s>,.9 _ -_."Soo 53,517 S. F. 8. GRA SHO RS SEE AND M~.~LCH ALL ~ 7.5 ~ ~~,2t,7D6,-5 DE ULDE D O. °j ' a' INV=58.78 3-6" GV R h sas a' ~tsi 2-a"X6" INCREASER N ~ ` EX. =5" RCP F 1 " T TOTAL DISTURBED AREA = 10.112 ACRES
DISTURBED AREAS (7 PAYS) Rjw ;:'t~~seo N _ ti ~ 11.00' INV 58.52 50L 2 S EEL _ 2Q. t0 es. ,,5,, ,~y ~ INV=58. CASING (DRY BORE)
9. CNECk EROSION CONTROL DEVICES - . P - .J *s6.o 25 ~ ~ ~,3 i ~ ,..1. ED 37.8, * ,so.a "S~ ,As.2 ~\S/~ 316 S.F. ~ ry '~S EX 15" RCP 115.00 ~ y $ 7 ,;i•F. NV=58.95 ~ IN TA TEMPORARY ~ 19.41' ~ S LL
PERIODICALLY' FOR STA811 ~ . AND 53,aa~ .F. t 8 02' ~ ' " t ~ 5.00' ~ i ~ 183.. 2-x58 DS - r ~ . ~11 ~ ~o *5a7 3 PERFORMANvE.(E~ERNA~, ; , ; 1 ~ *seJ 5~ 8~0' ~U 0, Oa 30.90' p a ~ GRAVEL CONSTRUCTION e ~ ENTRANCE EXIT
'7 ~ ~ ~ y4% 10. PAVE ROAD.( DAYS) ~ ~ 7 ,Aso ,r0. c. ~ F l ,r0.94% ~ 7. ~ " 6'X8' CLASS P 7 e~ (6Q,
v', sa.a r 07 \ 26 rn 38,086 ~ >F~E ~ ~ -Sa ~ ~ F , 9 R Jp ~ 0 ~ 10 ~ 21,256 S.. STONE APR ,7 ~ ~ ' c~"~ Ri; Q f/E -sD.o' ~ ~ SS, sx S j 'DEPTH : " ~ Te , ' ~
`D t 88,938 S,F. o, p X9.50 ~ 58.6 2 ~ M , r~ ~0 F~E ` Q` 9.50 '7 Q ~ ~ 4 TONS ' ~ 2 o F E S ;b as ( 0 Q
~ ;S ~ss., `N ,se.6 ~Q 9RptN WALE o~ o bO.Q .o -25.o'"w.5 u 9 *ea.s, FES 58.32--j. , 3.p / y ~ • 20.7 d ,a ~,p 1 '46 81.11 Sv. 21,3 f! ~ g,', JO 3 `11~ ./E ~ yq/ ~f
~ .Y~.t ~ U 20 E~,EN' V. 565 w~ SEEDING AND MULCHING SCHEDULE PER ACRE ~ ~ ~ 4oa wETU~NOS ~ ~ *57., 6az ~ >r' YS 2 r ~ w C ~ ~ ; ~ ~i3 9S' 2x,4 S.F. 6i. so 48LF 8° RCP ®'`~2,~ 4r y l ,
' ~ ` *57.8 ~ e,. ~ ~ P Xi L ~ 0.3 , W 2-FESS' ~ 6 " A ~ , E 5 ~ / ~2,t "63. ~ A ~ V
K. ~~S Iv,F ~EEu RtiD FLRTIi.;ZER, ANA SHE RAi! ~F ~ ~iC~rIC ~ 355.03' >~7.6 SwALE o o.3D 100,68' n r,, - ~ - ~ _T~ ~ ~ ~ TO DAYLIGHT FH Y ~ PLUG ).6 ~ " ~ J' " WOOD ~0,~ ~ FE INV. 58. t a~ e(/ 9 8' ~ e'- ss.e 0, s , C S 33'44'x0" E m BARNS a n~ o ~ w Luc ~ ~ ~.3 ~ sY5 ~ O p v~ ~ \ n 34.45'
;E".,, ~E~R ~~--~~R, A,v~ .-!ME~~l7N~. SHALL BL ~,~?E~ BELOw. ~ I „ 5a sIDEsLOPES ~ 9.~' I~ HYDRANT 21,747 F. ~ 9~ ~ ~ "
uuR~NG FER~GDS OE OVERLAPPING DATES, THE KIND OF SEED TO BE fs ; 5F~ .R~~ ° ~ " ~ .AL 61(IST. x o.e~ O rt,. e fir. y~ / ~ o~.>I'yy 21,7 S.F ~ - 7.ya , - ,~e 000 '~j ,ea.s ~ o ~ -
USED SHALL BE DETERMINED BY THE ENGINEER. ~ ~ ~ ~ _ r 'T ' C 't `o' ss.9 ' ~ S.D " ~ ss., ~ ,56.6 ~ ~ ~ ~ ~ ~`M~'~q/,~ - p~,«j BARN ~ ~'a E ~ F /
1 9~ VA q~lr ~ ,.a cr,, 8 ~ 'h°' 6'~A CsLA'ss ~ = F. 40-~ ~ " s'_ r~ q t o ~ a~ . ~ z. / see v "S / 1 STONE APRON ti r,, " ~AT w
~ ~E 2 TONS~AC `~:~:swA"'~;~ ~ 15 ` 1 - 1 A ~ *56., LE I 44,362 S.F, 57,0 15 ~ G ;p 2~,5aa 5 F a E / p 1 Pq ....J DO ~ .0 ,es. 61.58 ~0 DEPTH = 22" c x. , ~ s,s 'sti.l ~ "liNf
J 0 20 ,000 LBS/ C ',iNV 55.70 n 8Q * 82 S.F, s~,o 90 0 ~ ~ D. / 0 4 T-DNS s ~ ~ti s, ~ -~9~. ~ ~ ~"6~~ 80 ~bb~ 6,, .
I D-20-'J 500 LBS/AC ~ ~ 56_ s7.6 ~ *ss. ~s~e o 0 N ~ C STRAW MULCH_ 2 TONS~AC (AFTER SEEDING) ~ w ~ M *55~, ~ ,~~,~o~ C ,57~e' ~ R-30.0' ~ 0 i .~aF u ~ " ,~0 ~ _i ~ . ~ ~ r ~ 0 M ~ ~ 0 F ,ASSEMBLY ~ 49 ' ~
ASPHALT TACK- _200 GAL~TON OF MULCH ~ r ~ ~~,~~;';i~~~~,-~ ~s~~. ~ s o° ,uses ~ ~ s~ (ral 6`~ ~~~~,/%1~~ 5~s2.~ 6" LOCKED HY ANTS,.,' ~ s ~ pP r ~ i yt ~ ~ 0~ ,'s "szs 1,x07 ;F 2.4 i" ~ 31.832 S.F. ; . . gyp. 3'' ~i aG ?EE & 'JALVE S so.a `tii1"~'""~""
29~ a, ~ 2$ 27 ~ _ _ t t 2,p5p s.F. e~'>~ ss ~ , , ~o ~ 0 . ~ ~ / 6 FH REGRADE D~TC + ~
4,~ x8,865 S.F. 35,065 S.F. 30,836 S.F. ~ ~ ~ ~ ~7 G" e JANUARY 1 DECEMBER 31 ~ I ~ 7, ~ , ~ ~ p,< ~ ~N~ , ser" 18 10'x70' SIGHT ~ M[ ~ `es., O O.,C~ 0 P 0u1; .k. I'.I` -n - " TY ~ ' c~ 0 POS,TrdE ORA!~~AGE 5 _ DAMS ~`,i i~~.i~ ~ ' ~ TRIANGLE( P) >9 M ~
S0 TA F CUE ~ 6 ~ ,5 * # LL ES * ~ o <<S NV. 55.8 ° ~ e~ O ~ 'SIDE SCOPES s
Q H. *se.a fH AS5EM8 Y 0 / ; 5~ CENTIPEDE 5x.7, ~ s ~ o• '0 F~~, ~ .6X8 GLASS 0;~1,25D S.F. 5as 01 =s~e s7 s ~ 0 STONE APRON o bh eo='
".,4~ "1 F ~ HYDRANT SO' SC• 6, 50~ PENSACOLA BAHIAGRASS ~ Qs TEE & vAL D' ~ sba' F,~9p 6.. FH ~ a .-*~.9 6'x8''CLASS B 59. 0`~' 4' T ,"e,s Ns'ETLAN,OSGROUP F r0• / ~ DEPTH 22 r . ~ I ~dATE#t ~A~jTYS~~r~~ ~ _ .s , .~9 STONE APRON n / s s 4 TONS S 41
' 500# FERTILIZER J o Ftir ~ ~qr r>~" ,56 56 s ;5s.o r a s,~ eor DEPTH = 22" ~ FES INV. 56.78 21,250 S.F. 2c'~, s ';~s.o 34,80 F.yse t 'ON5' ~ 6°x6" TEE 0.
4000 LIMESTONE Q '~*S93 6`crFe .241 shy S,e u~ MucK c,~~F i F 57.0 K i` POND & r ~ ~ s~ s s. ~ 0~ ~~se. ~~0 2-6" GV ~ s c,?~ `
<.a ~ g ~ 46 ~ o ~ =ae~ / /E ~ `60LF 18" RCP 21,250 S.F. s,s s~ ~ I ~f ~
I e~. ' s9.2, 21,30 S.F. ,~•2 8 ~ y` , ~p NATwE M, -R~1, r~ 59.3.8 S.F. ~e SLOPES 2.1 AND STEEPER AND WASTE AND BORROW LOCATIONS: 2 , , z- • SENDS , 1-18.49' 51~ - f. 'e %6.7~s~~ ~p 1.327, W/ 2-FE ~ s,, i_~~_~~~1
I Q' 18 24' ~A ~ 7,.95 00 SG.ai~ sss JANUARY t -DECEMBER 31 W ~ ;59.8 0~ sr e , . Vic, a' "55.5 ;55 ~ s 3~ ~ i 45
~ ~MQ ;..SJ~ "55,1 ~ 75 TALL FESCUE I ~ ~ ~ 31 ~ e ~ o =J 22. BEND C/~ 6S ~ O \ _~l: 0~ ~ O 21,250 S.F. si ~
' 50 PENSACOLA BAHIAGRASS ~ ~ ~ *n 59. 25, 39 S.F. p F~fQ 51.52 RaJ~ ~ ta6~'S`~, 5 "s y0
O 4 0 / s7,e 58.6" J I o , ~ ~~.oo~ 500 FERTILIZER ~ ~ ~ ~ • ' ,w, ~ ~4, ~ ~ ~ 22 2-sEDl?~Ew•r / / so 44 0 ~ DIMENT V 21,250 S.F.
4 f g o as 2s.oc,. ~ cHECK,OAtdS,, 000 LIMESTONE (n a _ A 52,876 S.F. / f / \ o. EXISTING STATE RDAD INTERSECTION DETAIL DAMS ~ ~ " p _ / ~ 'se,~ 59.6 0 "85.0 N i.~
3 ~ - ~ , ~ 2 ~ 59.8* '~a• ~ o ~ '~a 9.:6 i' fss.o p0 E oo ~o as 43 0 ~ Q ,
Y ti - a5' BENDS ? 'r `r ~ f , i 0.21,250 S.F. ss.a
NOTES .I .2~ ~ ~ 'sa° `Sp ; 1N 51.7C ,ua, ~ 0 ~ 7 5 RCP ; Q 61 s7. 56.e ' 2' GU+ 8 ~ ~ ~ P'~' c 0 " F. ~ AGRICULTURAL /O Q~ h~ , 0 sc
1, THIS SITE IS LOCATED IN SIMPSON FIRE DISTRICT. ~ ~ m *eos ~ 19, ~ " ~STCNE APR p f'y ~ se. - p .J CI ' '58.7 DEPTH = 22'. , N0 - r 5 ~ Q~ 'SUSAN ARDEN TUCKER HATCHER 3 Q
2. THE NEAREST ~ RE STATION TO THIS SITE IS 0.3 MILE AWAY. ~ ~ ~ 32 ~ { 3fi g TONS ~ $ 3. WATER SLIPPY TO BE PROVIDED 8Y EASTERN PINES WATER CORPORATION. eoa >Ao.z cv ~ - 'Iw t. 1 q , * V` ~ M P' G4 / ~ ~ B 38. C _ ~ o , ~ ~ "36, h~ ses .59- DB 257, Pc 2a SHEET INDEX
25,123 S.F. ~ 0, ~ ~ N~. ~ .T , ~ ~ 0 9 7 S.F. g 6 ?3 -FES - 0 sJ.9 ~ 4, ELEO. RICAL SUPPLY TO BE PROVIDED BY GREENVILLE UTiL TIES COMMISSION, ~ ~ n, 33 ,s7.2 ~ o~ ~ 8g~ iN.V 5t 6 a 00 RI Gp 57.9 , Gj
Z 34 ui 6a LF 5" RCR~' ~ /t q ~ ~sD. 5. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. * 23,278 S.F. m 35 ~ s6.0 'S• a2 s J ~ 23,466 S.F. N ~ ~ ~ 1 ~''h ''~~r: ti, r FK~lr~r ~^n rq% AA,, / ~0 X42 SH _ s~ A,
6. SEWAGE DISPOSAL TO BE BY INDIVIDUAL LOT SEPTIC TANK SYSTEMS. ' ~ ~e+.e 7- 2391a S.F. ~ ~ 2-SEDIM6N a. '~?q~" E•E yg ~ K c ~ ~ ~ ~ FH ASSEM 7, THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARDOUS AREA AS j .~0' *~2 's9, C DAM., ~ 750(70 ~S.F ss, S~ELI 2 G~ ~'_A~'v apCr _ ~NER'~I!~ JGW~d~ T~. _ ~ , > 5?'~ ' ~ .2t FH ASSEMB " Sss ses n o a r ~t ~ , K - i t 7t~ SHEET 3 ~F IAN RC ~E. Sr1ER~,~ .~.rudti` _ . " ~ r ~ _
DETF..RMINED BY THE DEPT, OF HOUSING AND URBAN DEVELOPMENT. REF. FIRM ~ *ti ~ 6~., - ~ Sa.S a * ~ '3o t--' s3' ~•aTEE & vAl ~ 6" LOCKED DRANT
~ ~v ~ * - 370372 0260, DATED SEPTEMBER 14, 1990. ~f. s" FH ,60.7 ~ WIN 44LF 24" RCP 0 d s5.d Y~ ~aTEE & VALVE `~iS ~ SHEET 5 ~ „ATE,: cr;r M a'; 6" FH ~ ss., ~ _ _ _ ,
8. THE NEAREST TIRE HYDRANT TO THIS SITE IS 300 FEET A'~~AY. '40,0 , ti o.3DZ w/ 2-FES ~ ,i' ~.z; ~ ~s ' D. AnO~ 36.0 ,51.1 ~ 'v
9. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED. ~ o 37 ~ FES INV. 5t.5o 10. NO CONSTRUCTION TO BEGIN UNTIL APPROVAL OF AN EP'OSION ANC "ap.e 2t,st3 s,F. ~ ` t ~ ~ ~ ~ /
T 8g .sJ.• ,s 8'X12 Cl"A~~ B l SEDIMENTATION CONTROL PLAN BY SHE PITT COUNTY ENGINEERING DEPT. ~3,, .595 ~ s?oNE APRON ~ t 41 ~*g . 2 2 ' ~0 5~~ JO' o,-, , "573 nc 1, 50 S.F.
I 58.2 - 2 ALL ELEVATIONS ARE RELATIVE TG MEAN SEA LEVEL DATLM. S•oo " sso 1 r; az DEPTH - 22" 3 606* 3~.0 38 9 roNS 40 55.e
S r 0 a0, 788 S.F N y ~ 6 *55 9 4© ~ ~ a . _ ~ rr ..a~ 9 "53.9 K ~ ~ , ~ 'G 21,442 S.F.
* 93+~ ~9 ~ 39 ~ 6 2t,aa2 S.F. s9.2 38" ~~S' 56,52« S.F. y r I re s~, r s .7 p0 . , _ r~ ~ , _J L
9.r '~C , 1 NOTES EXCESS SPOIL WILL BE SPREADi - ~ -~v ~ n~ - , ~ "~c ~ T 7 ~ i;l
I i TB ,P~ x t8 5~0 TB 5 EvENLT ALONG HE FRON ? GF C~;MPOSITE MAP & _ # ° „;a p I ALL LOTS OR W!TNIN THE DIST~RBEU ~
i 7 , 5, ~4S ~ ra ;~~n 50.7 ~ *7 . 8 0 ~ WETLANDS 5211` 7e s7.5 ~F x55. ~ I i I R A ~ ~r EROSION CON I ROL PLAN ~ ',~'r~ ~ ~ ~ r - - . - ~ ss.a "s~, A EAS S N.~ ED.
,
6 ~ AGRICULTURAL szs 1 R W ~ SUSAN ARDEN TUCKER HATCHER
i ( 9.9 ~ „ ~ S3J "yes ~
' M8 38, PG 94 yo.p I ~s`~ S3J 0 DB 257, PG 254
*,9;, ~ "5,.8 P~ rrE~,`~n4nV f., r _ r~~,v ~n 1~"~~ ^C.. S.+ r'~= SK 9 n
Ei SJ.Q n t C _
8' 6' y0' _ 6' 6' DiTCN SHOULDER PAVEMENT _ SHOULDER DITCH 53 t' 0~ s3s i e~ ~ 5~' GRIf~IESLAND TOWNSHIP, PITT CCIUNTY, N.C.
WI TH ' RI- sJs D JA tS ~ ' ~ ~
ExiSnNC GRADE FOOT t a" PER F7. PER ~ F;~i"P 1 F 'I' /o , BAY PROPERTIES] ~l.C
. PER FOpT ~T='+r"'"_'- . / S~1VG GRA~~ y529 U u_ DEPTH - ,~y ~ . ~ -
a° 6" oR a"Aec , 1/2" ~-z '~~=L-~- VARIES ~pp r ' ~ ~ . t. J" I ~
~ ~ ~ ~ 5:1 Ott ruaNl 5:1 N 41 L 2-3"
COARSE AGGREGATE Q
TYPICAL STREET SECTION / ~avu - _"-Baldwin and assoclaTES ~ Fn e
N.T.S, NOTE. STONE DEPTH T 0 BE DETERMINED BY TYPICAL SWALE DETAIL u~ B _ ENGINEERING, LAND SURVEYING
SUBGRADE SOIL TYPE. : ~ AND PLA'~?vn~C tiL uTF ;r CONSTRUCTION ENTRANCE EXIT DETAIL ~ i ~t~ ti. F CR^!v..t 11 C
A, REty ~E: N~ 27858
r

f . w
3~
L NC 33
T TA A 0 L REA IN TRACT . 40,347 AC. ~\~~y
NUM R BE OF LOTS CREATED .49 R~ a~~
LINEAR FT IN PROPOSED STR T 70 F EE S .2,5 L NORTH ~CK SIypSOtiK,
AREA IN OPEN SPACE,..,.... 0 ' o
GJ DB 621, PG 855 i ~ ° Mr z
0Q „ " o NCGS MONUMENT HARDWARE EPKN w J ° ~ r ~i KENi
x 2,512,659,019 n ° ;o a ~ SITE
Y = 668,282.497 NAD 1927 a o
a ~ ; z ~ I
6pa~ ~ \ h WRCt N
~OMPSDN
9~'6! ti fDWARpS
~9~
PUN F
Ate"
~ K~
NCGS MONUMENT bRMOND" CLASS B STONE $ t:1.K5
X = 2,514,139,130 Y = 666,135.085 =11= _ _ = T1~T~TTT=_1_I
Q NAD 1927 a I I I.I I I-1 I I-1 I I-1 I I-1 I i=) I I-1 I I-111-1 I I W ~ - - - - - - - VICINITY MAP
z ~ ~ . ° -III.III-III-III-III ,III~III_III-III-
ro Q- /23' A 1 ?h
MAINTENANt~ PLAN ~ ~ F m F `FILTER FABRIC
0 ~ , 1, ALl EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED Gj Q 3`~ 73~ SECTION
F R T I ITY h 0 S AB L AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING Q ~ ~ '`~0•
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED ~ e v ~ NOTES
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS ~ fib Te , w Q DESIGNED. / 1. °L" IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD 2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND
2, SEDIMENT WILL BE REMOVED FROM THE SI T F WHEN IT w Q" Q~ L ENCE BUT NOT LESS THAN 6". SOIL FOUNDATION.
BECOMES 4,5 FEET DEEP. V p V 3. IN AWELL-DEFINED CHANNEL EXPEND THE 5. FOR RIPRAP PROTECTION USE CLASS "B" \ APRON UP THE CHANNEL BANKS TO AN EROSION CONTROL STONE.
3, ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, Q' N AND MtIGHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE t AGRICULTURAL ELEVATION OF 6" ABOVE THE MA:{IMUM 6. APRON TO BE PLACED LEvEI WITH THE TOP EIP = EXISTING IRON PIPIE TAILWATER DEPTH OR TO THE T0~ OF THE SURFACE OF RIPRAP AT SAME LEVEL AS SIP = SET IRON PIPE
PLAN TO MAINTAIN A ViGOR0U5, DENSE VEGETATVE COVER. I F" BANK, WHICHEVER IS LESS. SURROUNDING LAND SURFACE - NO OVERFALI
/ WILLfAM LESTER TUCKER \ 3 4, ALL, TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED V ~ Rik sHOUIO ExIsT. NPS = NO POINT SET
UPON COMPLETION OF CONSTRUCTION ANp STABIl12ATI0N OF GRADES. / DB Q-3t, PG 4aG p ~ MBL =MINIMUM BUILDING LINE 63.7 PP ~ OUTLET STABIIJZATION STRUCTURE
„e0.+ t ~ ERRS =EXISTING RAILROAD SPIKE
3 „eo.e ~D S 01'52'05" E R/W =RIGHT-OF-WAY et.8« \ -
~TRUCIIVI~ SCHEDULE. 54.67' N HMARK EPKN -EXISTING PARKER KALON NAIL e3.s« OvERHEAO BE C
i ? ~ „eo.3 et.J I , 08TAIN PLAN APPROVALS AND ALL APPLICABLE ~ ; „ ,e,.3 unuTl£s(TYP) ~ RR SPIKE IN PP EIA =EXISTING IRON AXLE «e3,s + ELV, 63.50 NGVD
PERMITS. 45 DAYS . t ~ „s+a.a ,s9.s - _ : _ ~ „ Boa «e3.3 N 31'24'44" E
2, CLEAR ROAD RIGHTwOF-WAYS. 14 DAYS s~.t ss.e '•.V N •00'54'10" W „.„eo.s { ~ N 28'58'33" W ~ ~ _ ~a 9.e EIP 1 9.54' ESP ,eo.e Oi'S2'0 " W 609.52' . 196.07'
3. INSTALL ~f`ORM DRAINAGE AND EROSWN N G• 57.32' _ 5.89' 184.9.. ' y54.99' 163.62 X99 + 184.9.. „83.3 ~ doh 9 ClEANOUT do FILL
CONTROL. D£V!C S, 14 BAYS 2 29 O6 P _ x~? _ _ ~59.e ~ 45,45' 94:09' 9 E ~ ~ 54.33' ~ t 43' ,e+.o .38' 4, ROUGH GRADE. ROADS;(14 DAYS N 12' 0'53° W PP ~ "5a'09 ~ 557 199 14.66' oo o MB~,aa3 ~ N 29'52'11" E EXIST. DITCH w/ «e,.e a ' Qs ,70~+ 50,88' SUITABLE NATIVE
N O6 ,.t 10.15' Sap s9 203.4 ~ ,po,o 5, INSTALL WATER:(i4 DAYS) VENT w 12 ' p `~S 6 SIGN-~-~~PP '
6. FINE GRADE ROAD $ED.(7 DAYS) CUT~IN 8"x6' TEE SIGNAL IPE ~ . 140.00 ~yr.eO „s9.o pre~ . 12 ^ .e P , ~ . N 28'01'25" E MATERIAL. ""e~., , 21,380 S.F. ~ ~ ; , 50.75 / 23,72 S.F. 11 • e3. o • N 2T45'27" E
' 2-e Gv E~e.e 24 N ~ a3a2 s.F, 7, INSTALL STONE.{7 DAYS). ~.e „s~.+ ~---.aao.o 17 .F. t'3 °j ~ ~ \ 6"X6" CUT-IN TEE 21,652 S.F. ,es. ~ . p ~ry ; , j,p • 09 - 50.31 ' 3-6" GV
GRADE HOU R SEDAN MULCH AL s"~ 3 .R' 53,5 s •s ,21,706,5 ' ~ , S LDE S, E D L ~ . ~ ' R ry 0. ,e3.e a• + 07 INV•58.78 2-4"X6" INCREASER / ry o , EX. 15 RCP TOT ISTURB D AREA = 10.112 ACRES ry ~ INV=58.52 501E 12" STEEL ~ ~ E
DISTURBED AREAS..? DAYS R o - 9. CHECK. EROSION CONTROL DEVICES _ •3 ,se.o 25 ~ , 2 ~ \11.00' 0 10 eJ,, ~ 39 NV.58, LNG (DRY BORE)
PERIODICALLY FOR STABILITY AND- ~w.,,e"~ PED '~7.5,. .02" ` J 1 t 5.Q0' X3,482 s.F 183.ta w ~ «80.3 «e+ je2.2`~\Sp t 316 S.F. ~ `V '~S, EX 15" RCP • 115.00 ~ ? A ~ 7 $.F, ~ 19.41 NV•58.95 ~ INSTALL TEMPORARY
PERFORMANCE, ETE1ZNAl 1'..: wo 3 N. „58.7 2-a5' B Ds 37 ~ 00' p a• ~ o~`' 30.90' S e ~ GRAVEL CONSTRUCTION ,,~~'•-"'*'^-~+e ry ~p ENTRANCE/ExIT
a ~ . 4~ 10. PAVE ROAD,(? DAYS) t ---.Q~ , e.7 ,~.o ~ 14 ~ ~ .,,r0.9 .,r0.94~ ~ 3. 1 ~ 6'X8' CLASS P ~6~, ~T ~ R
` \ 26 „se.3 m 38,086 F. ~ >F/E to J ~SD.O' JO, 0 lp a 21,258 S.F. STONE APR ; . ` R Q E 4D J , ~ S \ / •50.0' 6 ~ I 'DEPTH TB ,.e ~Y .50 \ Q
! \ 88,9 8 S.t'. b ~ ~ 59.50 F E ~ «e 3.3C 4 TONS ~ 2~, / a2. ~ 7 g' _ ~ 6 2
(sa.4 Xx.e „se.a PAN WALE gb F/E ~ • 0 OR Nj V. 56 . SB.Q a ~ S.0>Ao.S.• r 9 «63.5, ,eZ FES .58.32 S. S . N D8.12 a e2 793 ~ s 3.. ryQ 1 ~ qSp C ~ • ~ . 20.7 a S 1 s;'~,, '46. ' =<81.11 s>r. 21,3 f' ~ 70 3 ti' /E A ~ \ Hq ~T
fA SEEDING AND MULCHING SCHEDULE PER ACRE ao4 wETU?NDS a~ 9`~ ? ~ + c ~ 3 '~S' 24,4 S.F. 61' 481E 8- RCP 0 O? 6 T ,
~ s7.e 169 , THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION - 355 „ 7.e - ~ 100 s ' 6,. ~ % ~ P EXI T. 0. W 2-FES"et.3 6 ~ ~ 4 ~ A G - S « WOOD ~0,• FE INV. 58.14, w . e(/ 9 "t 8~ ~ P ,~j'~? ' e2.e 0 am BARNS ,,qq~~'1 3 N t C1 S 33'44'40" E
.03 ~ swALE ® 8 „ TO DAYLI FH Y "PLUG OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. ~ t ,t , 0 0' ~T'/ ~ ~ ~ e . ~ d' 0 ~ 34,45'
( ~g.~' ~ 5. S DE 8L S OCK HYDRANT ` „ DURING PERIOD5.OF OVERLAPPING DATES, THE KING OF-SEED TO BE j ~ sJ.e ,~-t . 95 o , , dt_VAL v' 2,,74 F. ,00 ~ ~ 'tA~ s '1~ ~,or ~ ~ Z "a~g ; + '0 EXIST. z ~ eF o. ~0 we
USEfl SHALL ERMIN T IN R, • • s).3 .2a ~ F a s° 9E DET ED 8Y HE ENG EE J s >5°'0 / 62.dWQpD 21,161 S.f 6 ~ a~ v, 27,949 S F. 00~
~ ~ a ,Ae.~ ~ „se.a ~F 0 BARN ~ ; a0 0. , 0 5 ' c^~i ~ ~ , ki ~ g , ; / 66 1,.3 ~ 23,093 S.F. •0' Sl
3 ~ 15 IM 90 L E 2 TONS/AC _ , , ~ sa9 aa,36 s.F. ' % ~ ,.3 ~ 8 a f ~ s 6 Cuss ory~ R .6 S / ~ h STONE APRON ti 1 ~ ~ \w~ i.F. _ ~ \ 'G S' ,544 S.F. a /E + ~f
~ s7 0 10-10-20. 1,000 LBS/AC - d5a 'e . `l 7.- 00 P .0 «62. 0 81.59 y00 DEPTH ¦ 22" t us 16., ~ \R(~,~, ° g0~ 0 0. 6 4 TONS c Se' eo.l ~ 6,.3
fl-20-0. _ _ _ 500 LBS/AC ~ ~ ~ , ~ „seo „57.E ss: „doe `0 0 .1~. .O ~ ~ 623 kti «6,., \ . ti \ ~s « r
- ' STRAW MULCH. .2 TONS AC AFTER SEEDING s7.~" _ . M _ „557 bao m. J,~ o. . , 4'O xs^ 17 ~ R.30.0' ~Q ~~t~ 0 FH AS MBLY . 4g \ ) . ,
' 45' BEND ` ASPHALT TACK 200 GAL/TON OF MULCH I _ _ w ' _ ~ v °i 23 p ss.z„ .7 s pp ~ 6 't 6" LOCK D HY ANT , s « ~ ~ h es: f ~ 1 ' 00 ,~7.5 n 1,40 .F• 42, r 6 ~ 31,832 S.F. - PP 1; 0. 0 4 G TEE ~ VALVE A0.3
29 ;.3 28 ~ 27 ~ ~ _ 112, ~ s.F. , ~/PG' , SS. \ , ~ , '0 / FH RECRADE DITCH ~ R•0.0' 6 00 SEDIMENT
• ~ 38,865 S.F. 35,08 S.F. 30,836 S.F, r7 ~ SS - ~yh h' re .t' -ee•.~ JANUARY t-DECEMBER 31 , , N ~_-.,a ° o a ~N - .e „57.i ~ I ~ :":se.1 r•',.__~-~ 18 .10'X70' SIGi~. ~ g• .e7~ 0 O.tOX TO PROVID 7 H 7 r~ 2 ~ ~ IT I C ECK DAMS _ I (,OQ TRIAN TYP ~ 0 POS NE DRA NAGE ~ , ~ 18 GLE( ) ~ 0. OG
50~ TALL FESCUE O ~ o - , v et. - :1 SIDE SLOPES a t' ~O ~ •FES NV. 55.8 ~ ~ , , 'D - 6~8 CLASS tl50 S.F. 0 !
Q 3 sa.) s „Sa.J ~H ASSEMB Y ~ 'J-'.~ 5~ CENTIPEDE ~ ' Q 0 HYDRANT MSD' S0' ' aa~ •a~ i ' F~. 0 0~ ~ a6. ~~.e ~P x57.9 59 5^ SfiONE APRON «61.9 1 eo.~' ~ I,A4~S'Ct14 TION ,
5fl# PENSACOLA 9AHIAGRASS ~ ~ ~ TEe ~ vAl x „~.e~ ~t"~ FH ~ .e 6'X8 CLASS 0, - ~ ~ DEPTH = 22 ~S, ~ pLITVSEC ~ .9 19 STONE APRON 0 s 4 TONS 0 47 ~
500# FERTILIZER J o" c^,~, ~q ~s+ „se. „se ~ a .0 3. ~ ~sd'+ 6" PLUG a , • ~ u+ r •0 34,8D ,F. - DEPTH ¦ 22" FES INV. 56.78 21,250 S.F. ,e,.7 w•7 20' ~ 1,56.3 TONS ~ 6"X6" TEE\ 0• „e0.3
4000# LIMESTONE Q ~ .24` MucK ouT , ; . Qi ,~"59.J F ~ `57. a7.o„ , POND & Flll ~ 2D ~ ~ .i : 1 040 •~sa. 0 2-6" GV s 00 9 ~ ~ .a ~ ~ s 46
W/ SUITABLE ~ / ; 0 „ ¦25.0:~__ ~ ~ b ATIVE MATERIAL ~ ~ i y9.z 21,30 S.F. ~ ~ / 59,318 5F, 1 /E OlF 18" RCP \ 0 e,.e e,.7 R~40' ~ 8 ~ _ 0.21.2 O S.F. ~
e SLOPES 2;1 AND STEEPER AND WASTE AND BORROW LOCATIONS: 2 ' 2- • BENDS i e.a9' ~ e ~ 5 . ~37~ Op 1.32X W/ 2 FE ~ 0 «bt.4
t8 77.95 50,00' 50. ~~.f 3 24' Q. 41' .3. ~ „~s JANUARY 1-DECEMBER 31 W I s,.8 , ° ' ~ ~ % „54.5 . / o / 0 45
~ ~ Rs0.0' j s3.6 SS.t • 75~ TALL FESCUE T ~ e~ 31 ~ ~ ~ \ ~ 3'~' % • 104 • 021,250 , .F, 6,.4
~ ~ t.__ ~ o 57.52?2. BEND C/l - 6S 50 PENSACOLA BAHIAGRASS 1 - 25, 39 s.F. F ~ ,~.a.--e-'e'-+ ~2. 32,24 ; S'F. ~ , A p ~ n ~ S ~ „ 00' ~ ~ 4 es.o fit,..
1 ~ s7,a se.a "'~*y ~ r' 500yy FERTILt ER o ~ ; 7.oox ~ ~ ~ , , . ` A Z Q ~ ~s 4' \ 22 ; ; 2-SEDIMENT " / 44 r ' , ENT V 21,25 S.F. / ; f \ o. EXISTING STATE ROAD INTERSECTION DETAIL
4 gl 40 86.3. 125.00' ~ \ i ; CHECK,T3AMS ; , OOfl~ LIMESTONE to ~ d _ _ \e °~o ~ 52,B7s s.F. ~ , SAMS • ¢ ~ « ' ~ ~~G 'se.~ s9.e ~ 00 ,,b,.o N.T,S,
',~.z 9.76 r'' ~ s „65.o p0 ~ . oo 0• . ~j QJ s 43 1~
~ ~ ~.c..... ~ 4~ , 60 Y N -a5' BENDS ~ 60 ' ~ ~ ~ ~ ~ 21, 250 S. F, Se,e ~ 1
~ 'ano Sp IN~ 51.70 „s~.a le ~ 6 ~ a•_ I!. 15 RCP ~ , 1 61• s7. see ~ ~ , t2 G , B ~ ' ~ ~ Q P~f6J .0 0 ~ F. AGRICULTURAL ~Q ~ 0 0 eo..«
1. THIS SITE IS LOCATED IN 51MPSON fiRE DISTRICT, ~ ro „eos \ „ ; - STONE AP ' ~p 56. - ` .3 ~ . " 2. THE NEAREST FIRE STATION TO THIS SITE 15 0.3 MILE AWAY, ~ _ ~ ~ oEPrH • z2 ~ ~o~ 5e'' 'a SUSAN ARDEN TUCKER HATCHER / P • as ~ ~ \ ~ ~ ~,~a a ~ MB 3a, Pc 9a
a 32 36 , 3. WATER SLIPPY TO BE PROVIDED BY EASTERN PINES WATER CORPORATION. „eo.r• Q 25,123 S.F. ~ ~ ~ "!y Ag. - a> , / ~ '1 ~ 0 5 ,`1 se.s >~9.3 DB 257, PG 254
4, ELECTRICAL .SUPPLY TO BE PROVIDED 8Y GREfNVIILE UTILITIES COMMISSION. o a 7s 9 7 S.F. a~ ss ? Es ~ - ~ ~S:o ~ ~o., ry 33 „s INV. s1. ~J '53:9 \ ' 0 ~ ~i c . 5 ,
5. ALL PRQPOSED UTILITIES ARE TO BE UNDERGROUND, S`t 23,278 S.F, rn 35 x.o S- k R+ .J ~ % r 23,46 S.f. cv 1~ ~ 1 - 0 42', SHEET 1 OF 5 COMPOSITE MAP & EROSION CONTROL PLAN ~6
6, SEWAGE DISPOSAL TO BE BY INDNIOUAI LOT SEPTIC TANK SYSTEMS. e,.e 1 _ 23 918 S.F. 2-SEDIM N 'ctn. I 99. - 1 FH ASSEMB 7. THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARDOUS AREA AS ?p ,eos • 591 cK AMS ` 'S s' LOCKED F 75,090 s.F.,~.+ X83 SHEET 2 OF 5 PLAN & PROFILE, SHERWIN DOWNS DRIVE, STA. 0+00.00 TO STA. t 1+57.2fi '~-FH ASSEMB - ss.e SHEET 3 OF 5 PLAN & PROFILE, SHERWIN DOWNS DRIVE, STA. 11+57.26 TO STA. 19+37,06
w ~ ~ + 2 DETERMINED BY THE DEPT, OF HOUSING AND URBAN DEVELOPMENT, REF. FIRM e1•1 'se,3 a 1. ~3p r--- v ;e;TEE & VALVE ~ y 6 LOCKED RANT SHEET 4 OF 5 PLAN & PROFILE, KEAGAN WAY ~ ~a TEE & VALVE
370372 0260, DATED SEPTEMBER 14, 1990. ~ „ h' s" FH 8 FH s,t SHEET 5 OF 5 WATER SYSTEM DETAILS ~ 00• 00 s7a •
8, THE NEAREST-FIRE HYDRANT TO THIS SITE IS 300 FEET AWAY, „eo.) ~4 t IN aaLF 2a RCP ~ ssd,, ~ O. p0, y 0.30x wJ 2 FES _ ,z SO 9. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT 1S REQUIRED. I 31 FES INV. 51.50. r L r J`0 "5" ' se.0
10. N ON TR 71 T I TI I eo.a t t F. t ~ '•x, 0 C 5 UC ON 0 BEGN UN L APPROVAL OF AN EROS ON AND e',, 2 ,s 3 1s. ^3~ ~ ax12' c~+§~ e, - 4 41
SEDIMENTATION CONTROL PLAN BY THE. PITT .COUNTY ENGINEERING DEPT. g~~3~ „sss ~ ~ j sTONE APItoN ~ s;•~. t I 4e.z r.- 2 ,2 100' S0' 0 100' 200' 300' 21,2 S.F.
11. ALL ELEVATIONS ARE RELATIVE TO MEAN SEA LEVEL DATUM, } S,Op „ '"ss,o ; t n ~ DEPTH = 22" eo.q, 3S,p0 38 '1 ~ w '9 toNS x.a 40 GRAPHIC SCALE: t " .100'
$ ~ N . , ~ ~ „53.9 o: J lg•3 8g ~ 40,788 S.F.' N 39 ~ 21,442 S.F. «53.9 a 21,aa2 s.F. ~ o REVISED 10 14 02 MITIGATION
~ I s4,z" S8' 2S' ~ 56,524 S.F ' 0 n.e / / ( )
w ~ I" ! X9.7 TB St. ~ .7 1 022.6 j ` 52.4 S " ~ C/l SD. ~ r~ „53.5 r / „ I r TB St. ~6 S6' NOTE, EXCESS SPOIL WILL BE SPREAD SHEET 1 OF 5 REVISED 06/03/02(EPWC COMMENTS)
24 ' i TB 1. 50.7 ' EVENLY ALONG THE FRONT 1/2 OF COMPOSITE MAP & PARCEL # 49704 09 ALL LOTS OR WITHIN THE DISTURBED EROSION CONTROL PLAN TAX MAP 5616.06-39-7090
"S).I S4:( S.p~, ( I 53.5 h~9 WETLANDS ss~" ~ a .s4. I y h. ~ 0 ~ss.o «57.7 AREAS AS NOTED.
f , AGRICULTURAL ~ ` i i
„ss. ~ + R w SUSAN ARDEN TUCKER HATCHER ' ~.~x 6
i ` 9.9 19 I dti'y SJ.) MB 38, PG 94 1~ C.pO.. ~ s3.7 «sb.e
DB 257, PG 254
„~9;• „4r.a P° REFERENCE; DEED BOOK 1290, PAGE 338 OF THE ,sr.e ~o
1 EI s3.o 6, B, 8, \G PITT COUNTY REGISTRY
pRCH SHOULDER PAVEt,IENT SHOULDER PITCH 5J'~ „SJ.S e" s QJ S0' +~t'""""rn, GRII~ESLAND TOWNSHIP PITT COUNTY N.C. M1,y a`~St,4 ~~n! y'~ i
WIDTH VARIES / as • `+c/ Er
1 4" R Ft. 1' R F 7 EXISTING GRADE EXISTING GRADE .9 PER FOOT PE a ~ ii o X510 OWNER: BAY PROPERTIES, LLC 4~, ~
~ DEPTH ,IL~! 1,;,~,-~,t1;=~!i- ~ ~ n_iii_T~n_ui-ll_ _ ' i 40~ ADDRESS: P.O. BOX 336
s' oR e'~c 1 1/z" i-2 ~ '~=Ill= VARIES i~ ~ Z WINTERVILLE NC 28590
ICCC OI AAi~
J L. L. F L.P5IY 5:1 5:1 L 4-3- S -ft z PHONE: [phone]
COARSE AGGREGATE y0~• su
TYPICAL STREET SECTION
N.T.S. NOTE: STONE DEPTH TO DETERMINED Y SU TYPICAL SWALE DETAIL fit B s Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB/JSJ ENGINEERING, LAND SURVEYING
SUBGRADE SOIL TYPE. A - AND PLANNING DRAWN: DWL DATE: 05/02/02 CONSTRUCTION ENTRANCE/EXIT DETAIL. 1015 CONFERENCE DRIVE
A GRE NVILLE NC, 27858
(252 756-1390 CHECKED: MWB SCALE: 1 = 100'
ACAD 2000: SHERWIN MEADOWS-COMP
C&C FILE: SIMPVEJ
i