20031184 Ver 1_COMPLETE FILE_20030922

USGA RULES GOVERNALL PLAY
In the interest of all - golfers should play without delay.
Proper golf attire must be worn at all times.
For players safety and course maintenance, please observe all
posted information.
Out of Bounds: Highway 43 and white stakes with green tops.
You must be 16 years of age and have a drivers license to
operate a golf cart.
JOHN LaMONICA DANNY RAY BRITT
PGA Professional Course Superintendent
We
OfJ
Signature Course
Golf Shop
[phone]
Ironwood Realty
[phone]
www ironwoodgolf.com

JON RUCKER
Golf Professional
Hole 1 2 3 4 5 6 7 8 9 Out I 10 11 12 13 14 15 16 17 18 In Tot Hcp Net
Black 73.8/131 400 407 203 571 429 418 514 216 418 3576 N 414 197 419 604 366 403 572 201 374 3550 7126
Blue 71.5/128 3681 398 187 541 400 390 495 203 391 3373 T 388 179 389 590 346, 370 541 168 323 3294 6667
White 68.8/121 320 362 162 520 360 341 473 194 375 3107 1 370 146 365 535 317 352 511 150 368 3114 6221
Yellow 68.7/120 309 356 157 501 350 333 457 191 368 3022 L 361 140 359 516 299 339 501 146 282 2943 5965
Gentlemen's Hcp 13 1 15 11 9 3 5 7 17 S 6 16 2 10 4 18 8 14 12

+or-
Par 4 4 3 5 4 4 5 3 4 36 4 3 4 5 4 4 5 3 4 36 72

Ladies' Hcp 15 5 13 3 11 7 1 17 9 2 18 6 4 10 14 8 16 12
Red 70.8/118 279 319 129 437 312 299 413 100 342 2630 330 112 342 476 260 301 461 126 262 2670 5300
DATE: SCORER: ATTEST:
4/64
F WATF Michael F. Easley, Governor
O
9
? Q William G. Ross Jr., Secretary
O
G
7 North Carolina Department of Environment and Natural Resources
[ Alan W. Klimek, P. E. Director
Division of Water Quality
O Y
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 4, 2003
DWQ Project No. 03-1184
Pitt County
Page 1 of 3
Ironwood Development, Inc.
200 Golf Club Wynd
Greenville, NC 27834
Subject Property: Phase V, Ironwood Subdivision, NC 43, Greenville, NC
Tar River [03-03-05, 28-(91.5), WS-IV NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Tar-Pamlico River
Buffer Protection Rules (15A NCAC 2B.0259) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 140 feet of perennial streams and 16,800 square feet (ft) (or 0.39 acres) of protected riparian buffers
for the purpose of constructing two (2) roads (Oak Hills Drive and Golf View Drive) at the subject property, as described
within your application dated September 16, 2003. After reviewing your application, we have decided that the impacts
are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402
(GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 2B .0259. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 fnhonAL 919-733-6A93 ffaxl_ httn•//h9n.anrstatA.nr uc/nrwwtlanric
Ironwood Development, Inc.
Page 2 of 3
November 4, 2003
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No Waste, Spoil, Solids, or Fill of Any
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
5. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all properties and lots with retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland, water and buffer impact.
These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. You can obtain a copy of a sample deed notification
from our web site or by contacting the DWQ.
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange fabric fencing (or similar high visibility
material) for the areas that have been approved to infringe within the buffer, wetland or water. This fencing shall be
installed prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC3402 and
GC3374. The protective fencing should be removed once construction is complete.
7. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
8. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) 3402.
9. Culvert Installation
The culverts required for this project shall be installed in such a manner that the original stream profiles are not
altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) are to
be maintained above and below locations of each culvert. The culverts shall be designed and installed to allow for
aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become
perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes
shall be removed and re-installed correctly.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
Ironwood Development, Inc.
Page 3 of 3
November 4, 2003
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Tar-
Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: J. Stephen Janowski, PE, Baldwin & Associates, 1015 Conference Drive, Greenville, NC 27858
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
DWQ # 031184
Date: November 4, 2003
bz

Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
252-756-1390
To: Division of Water Quality
1650 Mail Service Center
Letter Of Transmittal
Date: Job No: C`
9/19/03r
A
Attention: 03 11 C?p?}
401/Wetlands Unit
Raleigh, NC 27699-1650
Re:
Ironwood, Phase 5
We are sending you: ! X Attached Under separate cover via
the following:
Drawings Plans X Prints Samples I ISpecifications
Letter Order Other
Copies .. Number Description
7 9/16/03 PCN Application
7 9/17/03 Prints
7 7/11/95 USACE General Permit ,'NER , QS/a^ sup
?il??U
1 9/19/03 22488 Check for $200.00
4
NATERQUALITYSECTION
Transmitted as checked below:
x For approval Approved as noted Resubmit copies for approval
For your use 1 Approved as submitted I Submit _ copies for distribution
As requested Returned for corrections Return corrected copies
For review Other
--
Remarks:
Signed: Lawn Bachlotte
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
k11 ally }gal L1cUlai HU111 lS IIUl appllca r nis project, please enter -Not Applicable" or "N/A".)
1. Processing z1. Check all of the apProval(s) requlo,
r t:
? Section 404 Permit xx Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
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
Owner/Applicant Information

Name: Ironwood Development Inc SEP 2
Mailing Address: 200 Golf Club W nd
Greenville NC 27834 1141 ITb@CM'
Telephone Number: 252-752-4653 Fax Number: 252-
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:J. Stephen Janowski PE
Company Affiliation: Baldwin and Associates
Mailing Address: 1015 Conference Drive
Greenville, NC 27858
Telephone Number: 252-756-1390 Fax Number: 252-321-1412
E-mail Address: isianowski(a earthlin ..net
Page 5 or 13
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: Ironwood Subdivision Phase V
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Parcel 23578 4669.14-33-7872
Parcel 18677 4669.13 - 9466
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Ironwood Development Phase V
Directions to site (include road numbers, landmarks, etc.): From NC 11 in Greenville, drive
west on NC 43 cross over 264 by-pass The golf course is visible on the right approximate
1 /2 mile from the interchange
5. Site coordinates, if available (UTM or Lat/Long): 35 deg 387 77 deg 27'
(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.)
6. Property size (acres): 77.29 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Tar River
8. River Basin: Tar/Pamlico River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httv://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: There are two stream crossings on this site that will impact a
total of 140 feet of stream for both crossings combined One crossing is off Golf View Drive
and will cross where an existing 22 if section of 48" cmp crosses a gravel access drive to the
maintenance facilities for the Golf Course The vegetation at this crossing is a combination of
Page 6 of 13
trees and grass. The second crossing will be along Oak Hills drive The vegetation in this
area is wooded. Each stream is an unnamed tributary draining to the Tar River. The streams
are 18 to 20 feet in width at the top of the bank and 12 to 14 feet of width at the bottom of the
banks. The general land use in proximity to the site is single family residential golf course
and undeveloped area The proposed development is single family residential
10. Describe the overall project in detail, including the type of equipment to be used: Each
stream crossing will be cleared 70 feet in width Access to the creek banks can be obtained
from each side of the crossing via the Golf Course and maintenance facilities The clearing
operation will be done with large grinding equipment to minimize damage due to grubbing.
The clearing will be done from each side of the stream and no temporary crossings will be
installed. Upon the successful clearing operation a foundation for an Omega Concrete Bridge
will be installed on either side of the stream Permanent sheet piling will be installed parallel
to the stream bank to stabilize the excavation for the footing Each bridge will span 301f and
is 60 feet wide. The excavation will not disturb the stream bottom where the Coro of
Engineers identified the limits of Wetlands Upon the successful installation of the
foundation the bridge will be installed with 10 - 6 foot wide sections The bridge will be
backfilled with 5 feet of backfill in order to build the road The road is designed to narrow
from 361f of width to 28 if of width through the buffer in order to minimize the impacts The
width of stream impacted with structure is 60 feet each for a total of 1201f and the width of
stream impacted with clearing is 701f each for a total of 1401f
11. Explain the purpose of the proposed work: There are two high ground areas that are
developable on this tract. The only access from public roads is the crossing of the unnamed
tributaries. These crossing allow the development of approximately 21 acres of land above
the 100 year flood elevation.
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.
ID 199503797 - request to fill 7.38 acres of wetlands for the construction of the golf course
development in 1995. Permit expired upon completion July 21 1997 A total of 2.43 acres of
impacts were installed. Area 3 and area 4 were not installed
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. No
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: There are no wetland impacts -
we are bridging the delineated wetlands There are 1401f of perennial stream impacts
2. Individually list wetland impacts below:
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***

* 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.feina.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: approximately
11.1 ac on 77.3 ac tract
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
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?
(please seci )
1 Stream crossing 70 Unnamed tributary "a" 20 feet Perennial
2 Stream crossing 70 Unnamed tributary "b" 20 feet Perennial

Page 8 of 13
" List each impact separately and identify temporary impacts. Impacts include. but are not limited to: culverts and associated rin-rnn
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.gov. 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: 1401f
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name
(if applicable) Wateplicablle) e) 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
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.): NA
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
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Access could not be obtained from existing public roads to the high ground without crossing
the stream in two places. Impacts to the streams were minimized by avoiding the wetlands and
bridging the stream. The width of each crossing was reduced by reducing the road width through
the buffer and placing the sidewalk adjacent to the curb and gutter. Guard rail was utilized to
protect vehicles and pedestrians from the shoulder slopes
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/stringide.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.
NA
Page 10 of 13
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:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?x
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 FAI
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ?x No ? If you answered "yes", provide the following information:
Page i I of 13
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 11,200 3
2 5,600 1.5
Total 16,800
* 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 213 .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. 11 , --, O,
This project will consist of 7.4 acres of impervious roads curb and sidewalk It will also consist
of 121 single family lots with approximately 5000 sf of impervious area per lot The total
impervious area for this development is estimated at 21.3 acres The total tract size is 77.3 acres
Storm water is collected in a closed drainage system and discharged in areas outside of the
stream buffers. The runoff is discharged through a level spreader to provide sheet flow into
naturally vegetated areas. Runoff is not introduced into the streams with storm drainage pipe at
the crossings. The storm drainage is piped over the Omega Bridge in the 5 foot fill and discharge
into the flood plain away from the stream buffers
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.
Sanitary sewer is collected in a public sewerage system within the proposed roadways and
discharged to an existing pump station owned by Greenville Utilities Commission. They treat the
sewerage in their wastewater treatment plant
Page 12 of 13
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No x?
Is this an after-the-fact permit application?
Yes ? No x?
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).
Applicant/Agent's Signatui
(Agent's signature is valid only if an
9-/?-O
Date
ization letter from the applicant is provided.)
Page 13 of 13

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
S-
?
Action ID. d 9 SL 3 7 9 `7 JF LE P
GENERAL PERMIT (REGIONAL AND @qERIFICATION
AA
Property Owner/Agent t"Ol? W ood? V e?o Q m ?t L
A
Address Ai1: W 1I'LL
Size and Location of project
,Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Co K SAr? O'? at +? l [6 t 6O W
Co L,,r$ e a? ? r'' a?ts?. -
-TA-0,` v?e??lo r,??t?? 738'Ct.L:s_
Section 404 and Section 10.
- N W P A (aRegional General Permit or Nationwide Permit Number.
Any violation of the conditions of the Regional General oe Nationwide Permit referenced above may subject the
permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve the undersigned
permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee
may need to contact appropriate State and local agencies before beginning work.
By signature below, the permittee certifies an understanding and acceptance of all terms and conditions of this
permit. 1-17
Property Owner/Authorized Agent Signature n_
Regulatory Project Manager Signature
Date 7 Expiration Date 1-9 /
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO
THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
`? 7/1,,5 er1`n `? IS ak? riLp_t? W ? a ???.ta1 Cvr??'?10? ?''`?? ??
??-% ??. ? ??.? s L1brn;{}? t ti ?? ? ? p`t ?? i 5 e xe cti, e.?
fA11\- kckve- 4 tot llfrr'p?p
Telephone No. -?
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minirnal adverse effect on navigation.
2. Proper Maintenance. Any structure or film authorized shall be properly maintained, including maintenance to ensure
public: safety.
3. Erosion and Siltation Controls, Appropriate erosion and siltation controls must be used and maintained in effective
operating condition during construction, and all exposed soil and other fills must be permanently stabilized at the earliest
practicable date.
4. Aquatic Life Movements:: No activity may substantially disrupt the movement of those species of-aquatic life indigenous
to the waterbody; Including those species which normally rnigrate through the area, unless the activity's primary piirpose is to
impound water,
5. Equipment. Heavy equipment working in wetlands must be placed on mats or other measures must be taken to minimize
soil dlsturbarice.
6. Regional and Case-by-Case Conditions. The activity must comply with any regional conditions which may have been
added by the Division Engineer and any case specitic conditions added by the' Corps.
7. Wild and Scenic Rivers. No activity may occur; ip a component of the,Nrational.Wilo qnd Scenic Riyer. System; or in a river
officially deslgnated by Congress as a "study rivef° for possible incfusi66 in fhe system, while the river is In an official study
status,. Infornaation on Wild and Scenic Rivers may be obtained from the National Park Service and the U.S. Forest Service.
8. Tribal Rights. No activity or Its operation may Impair reserved tribal rights; Inc hiding, but.not limited to, reserved water
rights and treaty fishing end hunting. rights.
9. Water Qualfty Cettification. Ih certain-states, an individual state water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain slates. an individual state coastal zone rhaaagement consistency concurrence
must be obtained or waived.*
11. Endangered Species. No activity is`authorizod udder any NWNP which-is likely to jeopardize the continued existence of
a threatened or endangered species or a species prpposed for such desigriallon, as identified underthe Federal Endangered
Species Act, or which is Ili(eiy to destroy or adversely modify the critical habitat of such species. Non-Federal permittees shall
notify the District Engineer if any listed species or critical habitat might be affected or is in the vicinity of the project, and shall
not begin work on the cictiviiy until notified by the District Engino& that the,requirements'of the Endangered SpeciasAct have
been satisfied and that the activity is authorized. )nforimation on the location of threatened and endangered species. can be
obtained from the U;S.'Flsh and Wildl+fa SerVicd and National'Marini Fisheries Service.` '
12. Histtiric Properties.'Ncractlvity which may'affect•Historic Properties listed, or eligible for listing, in the National Register
of Historic Places is authorized; until the District Engineer has complied with the provisions of 33 CFR 325, Appendix C. The
prospective permitted lpust notify the District Engineer Gf the authorized activity may affect any historic properties listed,
determined to be eligible;'or Whfch the prospective ffennittee has reason to believe may be eligible for listing on the National
Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of, they
National Historic Preservatlon Act have been satisfied and that the activity Is authorized.
Information on the location and existence of historic resources can be obtained from the State Historic Preservation Office
and the National Register of Historic Places (see 33 CFR 330.4(g)).
13. Water Supply Intakes. No discharge of dredged or fill material may occur in the proximity of a public water supply intake
except where the discharge is' repair of the public water supply intake structures or adjacent bank stabilization.
14. Sfielliish Prod n. No dice haego of dredged'or fill material may occur in areas of concentrated shellfish production,
uirless'the discharge is directly rtaleated to a shellfish harvest activity authorized by nationwide permit.
15. Suitable Material. No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car
bodies, etc),and material discharged must be free from toxic pollutants in toxic amounts,
16. Mitigation. Discharges of dredged or fill material Into waters of the United States must be minimized or avoided to the
maximum extent practicable at the project site (i.e.,, on-site), unless the District Engineer has approved a compensation
mitigation plan for the spectfic regulatted.activity.
17. SpaWning''Areas:*`Dischar•ges in's{?a fling; areas during spawning seasons must be avoided to the maximum extent
practicable.
18. Obstructions of High Flows. To the maximum extent practicable, discharge; must not permanently restrict or impedo
the passage of normal or expected high fioti,,s or cause -the relocation of the water (unless the primary purpose of the fill is to
impound waters).
19. Adverse Impacts from Impoundments, If the discharge cre=ates ate impoundrnent of water, adverse impacts on the
aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the
maximum extent practicable.
20. Waterfowl Breeding Areas. Discharges into heeding areas for rnigr ?itory +ivaterfov:l intisi be gvoideci tc) the? rnaxirrlUri)
extent practicable,
21. Removal of Temporary .Fills. Any terrporanr tills must bi removed in their entirety arui tr,::

-34-
NATIONWIDE PERMIT $ 26: HF,ADWATERS AND ISOLATED WATERS DISC3ARGES.
AUTHORIZES DISCHARGES OF DREDGED OR FILL MATERIAL INTO HEADWATERS ALUD ISOL:.T''D
WATERS. SECTION 404 CULY.
STATUS IN NORTH CAROLINA: ISSUED IN PART; DENI?D WITHOUT PREJUDICE IN PART.
NATIONWIDE CONDITIONS: STANDARD GENERAL CONDITIONS AND THE FOLLOWING SPECIFIC
CONDITIONS:
1. THE DISCHARGE ;TOES NOT CAUSE THE LOSS OF MORE THA?Y 10 ACRES OF WATERS
OF THE U.S. FOR THE PURPOSE OF THIS NATIONWIDE PERMIT, THE ACREAGE OF
LOSS OF WATERS OF THE U.S. INCLUDES THE FILLED AREA PLUS WATERS OF THE
U.S. THAT ARE ADVERSELY AFFECTED BY FLOODING, EXCAVATION, OR DRAINAGE AS A
RESULT OF THE PRO., cCT .
2. A 30-DAY NOTZF(CATION TO THE DISTRICT ENGINEER IS REQUIRED IF THE
DISCH.eARGF. WOULD CAUSE THE LOSS OF WATERS OF THE U.S. GREATER T?.AN ONE
ACRE. FOR DISCH.kRGES IN SPECIAL AQUATIC SITES, INCLUDING E_T:,ANDS, THE
NOTIFICATION MUST =NCLUDE A DELINEATION OF AFFECTED SPECIAL AQUATIC S: T'S
INCLUDING lorETLANDS.
3. THE DISCHARGE, INCLUDING ALL ATTENDANT FEATURES, BOTH TEMPOR.A.1y A.VD
PERMANENT, IS P?-. OF A, SINGLE AND COMPLETE PROJECT.
REGIONAL CONDITIONS: NONE.
401 CERTIFICATION DETERMINATION: GENERAL, CERTIFICATION IS DEICED FOR
FILLS GREATER THAN ONS; ACRE IN SA, TROUT, HOW, ORW, WS-1 AND WS-II WATERSEDS.
GENERAL CERTIFICATICN ISSUED IN ALL OTHER 'HATERS FOR FII,LS OF NOT MORE TRAIN i0
ACRES AND IN T OSE WA ERSEDS SPEC!: _ED ABOVE FOR FILLS OF NOT MORE TH-s.Y ONE
ACRE, BUT CONDITIONED AS FOLLOWS:
1. WRITTEN CONCL?D,rNCE IS REQUIRED FROM THE NCDEX FOR A.LL PROPOSED _ =.,LS
OF GREATER THAN CNE-THIRD ACRE.
2. EST -LISHED SE^,IMENT AND EROSION CONTROL ??ACTIC?S ARE UTILIZED TO
?RrETENT VIOLATIONS OF THE APPROPRIATE TURBIDITY WATER QUALITY STANDARD (50
NTUS IN STREAMS AND RIVERS NOT DESIGNATED AS TROUT BY NCDEM; 25 NTUS IN
ALL SALT4ATER CLnSSES AND ALL LAKES AND RESERVOIRS; AND 10 NTUS IN TROUT
WATERS).
3. MZASURES SFR?+.L BE TAKEN TO PREVENT LIVE OR FRESH CONCRETE FROM COMING
INTO CONTACT WIT WATERS OF THE STATE UNTIE. THE CONCRETE HAS HARDENED.
4. ADDITIONAL S=TE-SPECIFIC CONDITIONS MAY BE ADDED TO PROPOSED ?RO.,ECTS
GREATER THAN ONE-THIRD ACRE IMPACT TO ENSURE COMPLIANCS WITH ALL
APPLICABLE WATER QUALITY AND EFFLUENT STANDARDS.
S. CONCURRENCE FROM NCDEM THAT HIIS CERTIFICATION APPLIES TO -.N
INDIVIDUAL PROJECT SHALL EXPIRE THREE YEARS FROM THE DATE OF THE COVER
LETTER FROM NCDEM.
CONSISTENCY DETERMINATION: CONSISTENT IN COASTAL, AREA SUBJECT TO THE
FOLLOWING CONDITIONS:
1. ALL FILL MATERIAL AUTHORIZED BY THIS PERMIT MUST BE OBTA-TNED ;ROM AN
UPLAND SOURCE.
2. USE OF THIS NATICTv4TDE PERMIT FOR WASTE DISPOSAL sACIL=TI?S IS NOT
AUTHORIZED.

-35-
3. I? THE PROP057-0 aC":V-:7Y =S WI7S7N THE NORTH CAROLINA COASTAL e,P=A AND
THE ACTIVITY WI'-r:. R SULT IN THE LOSS OF WATERS OF THE UNITED STATES
GREATER THAI 1/3 OF ?.,Y AcR.3, THE 3PPLIC?.NT MUST RECEIVE `RZT_T_-:N
CONCURRENCE FROM T: NCOCM r T: ??CTI'II:'Y IS CONSISTENT WITH THE MCa7H
CAROLINA COASTAL MANAGEMENT 2RCGR-kM.
4. SHOULD ALL OR PART OF THE DEVELOPMENT ACT:VIT`. BE LOCATED WITHIN aN
AREA OF ENVIRONF?ENT?r, CONCERN (AEC) AS DESIGNATED BY T:iE NORTH C?RCLINa
COASTAL RESOURCES CO.u.M=SSION, A COASTAL XREA MA.LNAGZXr-NT ACT (CAN_A) PERMIT
IS REQUIRED FROM THE NCOCM JNLESS THE APPLIC:LiT IS A _EDERkL AGENCY. I?
THE APPLICANT IS A FEDERAL AGENCY AND ALL OR PART OF THE DEVELOPMENT
ACTIVITY IS LOCATED WI.:_`1 AN A?C, A CONSISTZNCY DETE LMINATION PURSU?L.i= 70
1S CYR 930 :BUST BE PROV:.D,EO TO '72 NCDCM AT LEAST 90 DAYS BEFORE T-*.Zlr ONSET
OF THE PROPOSED ACTIVITY.
ivin,nMCL VV. UMLUM14 Ot MJJVWMILJ, rM
NC DIVISION OF WATER QUALITY

9/19/2003
Ironwood, Phase 5, 401 Water Quality Certification
NEIL aSl?1 Q,RQl1P
SFP 2 9, 200"i
vIATERQUALITYSEMON
WETLA DS/401 GRMP
Q ?.' J ,? ?i ?I I! I ?
22488
200.00
HATER QUALP SECTION
Bank, 90159 Ironwood, Phase 5 200.00
w~ END STA. 9+54.83 5
FH N~R~N NOZZLE ELV. 52.25 9~
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6" GV / ~ ~ ` 1 i' i ~ ALL .....r. ~ ~ / ~ . / i
~ BEN 1 1 X~ A ~ V A AV A v v 5 . v ~ ~ A v CP ®1.00% A 9Q' I" F I t \ \ ~ ` \ I ~ lp' L• 6 ! I~ PLUG -`A"-- y 1 0 \ \ \ \ ~ \ ~`~.EASEMEN x ~ 52.94 114' BE - ' ~`'C I v v v ~ ~ v v ``,e ' . / .1. / 31.7 PLUG r a ~ ~ , / i , .36 ~ , . 3 2 5a R W 28 8 ~,ae , P I ~ ( ~ /B UBL C) f-- BBpp ~ \ 1.8 ~ ~ CL/C51c2 1< ~ • ,i ,i"~~ ~ i ' 31.U'~ ~ ~
®~1 t ~ o \ \ \ \ \ \ ~~C\ R/W \3~, ~/.B ~ IC~ \ Cp CBiB Hi 9 SqW . b`y s. v ~ v ~ v ~ v ~ S@ ~ ~ x i~ x 31.x2 ~ x BB x
~ v ~ W EI / ~ ~ t I v A v V A I l 1 vv ~ ~ v v A V V A r ~ 0- ER v \ dom. x t ~ 1 v v v v v v v v 11 v 1 ~ ~ ~ v .591)v v~ ~ iJ 61.48' 1g F v 1 _ d 1 +A o 'A~, v ,v v 1 1 v ~ ~ v v~ v v v v tx r x C END STA. 9+54.83 ~ ~ / . 31`,4, ~ . ;ff. x " ~ x 3a9 c~/c , ~ 3 LF 15" `71.D,,o.a ~ X5.1.5 ~ :r~~ I
~ v 6p% v x3v0 NNC E~EI 1 ~ ~ ~ ~ `v v v v v v 1.7 / i [ ~ L / a I - ;x{; ' \ \ pMEGA IpG \ \ \ ~ ~ \ \ \ \ \ \ \ 1 60PPER TER / ~ ! ~ 1 L RCP OtAO~ FE MH11 I~
~ 6 ^ V A A ~4. 1111111 I 1 1 1 1\ ~ ~v ~ V A A AV A \ 59.6.._ $ERVICE~TYP~^~~ ~ i~ / ~ ~ ° _ t 1 I ~ 9.1 '~,I ~ ~ ~ ~ ~ 1 A xl~l 1111 11A 1 V ~ ~ ~ ~v v vv v vv v v x 60.1 ~ ~i / ~ ! _ 1 1 I , ~ 9.88 ~ - _ ~ , ~ ~ ~3e.1
00 J6 ~1~~^ 1 A v \ 111 I1I I A S 1 1 ~ /y~~i ~ ~ ~ 5~ ~ v _ '--x.___-__ 80.3 ~i ~ 3 , xi"r/ q v \ I III ! V A V ~ V47.7 ~ v A V v ~ . - - x60-.j _ .tea x59.9 /i / / 3s LF 18" ~ Z s ~ . ~/Y' r g AV _ I ~ 1 I ~ ~ i I 1 ~ A ~ v46.i x V v v A ~ ` - - _ _ - 6 ~ 68.18 .9 ~ RCP 50% t4 .p ~ 2 2 STUB W/CAP {
_ - y~~ \ X55.4 - - _ _ - - VI COIAIAON AREA ~ EAM !MP CT TYPE (BARRICADE ~ N ~ MHQ~
! ! l~i~/ ^ A I I I D Bi ~ 27,M ~36.~ ~ ~xb:4- A~~~ ~ ~ ~'r- ~,°.9 r . ~ / ~Q° ~ . ! / ~ ~,~W~~~'~ ` I I I I ~ I I I w A y~~h'~~ - ~ ~~~~x,.- 57 ~ _ 4~ E~i-S~E~.- ~(II ~ t / / ! i~ A V l GUARD RAIL ~2. I 1 ( ~ ~ A ~ ~ ~ J ~A~~~ ~ _ _ - i, ~t0 .W - - - .AREA B ~R Z
~ , '9`~,~~,~ v I I I _ ~ ~ v ~ ~ v ~ _ ~ _ SERVICE (TYP) _ 10! ~ 0 / ~ v I _ I ALT. 1 EACH END 1 ~ `vim ~ ~ 4 ~ - ~-X35.3.,_ _ / Q I /1~H T-- I I 1 v TYP 30 v ~ Q ~ ~ ~ ~ ~~V ~ ~ - _ 655.1 ~J / EME \ WETLAND ~ / ° .oo ~ GENERAL NOTES ~ LIMITS ~ E~'
1 ~ ~ ~ ~ ~ ~ tv r ~ 1 1 ~ III ~ ~ ~ 1l I I III ~ CD~~ ~ ~ ~ ~ ~ ~ ,y~.8~ ~ ~ `----54___ ~ f t~ o GI REVISION: 09/17/03 DEM COMMENTS. pg~g18 + o; 1. UTILITY CONTf~ACTOR TO VERIFY EXIST. ELEVATIONS PRIOR REVISION: 09/02/03 GUC COMMENTS. l
~ / ~ ~ 'I ~ v~ v ~ ~ ~ 'k'~ ~ A ~ ~ _ ~ - 54.3 ;~v ~ 7~ / 1 1 /V ~ / I 1 ~ A I I p~ I ~ 8.7 x v ~ ~ ~ ~ yrr _ _ ~ 53 ------~T,_ __---------x 54.04 ' ~ 4 r I ~ ~ / I I v S.T. P ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 42 ~ 7`~. "-x, ` 52 _ 53,5 ~ / / I 1 )I x~~ ~~~.~~4T1-__ "51. x / 1 CONFLICT BOX 1 ~ ` ~ _ TO START OF CONSTRUCTION. \ ETLAND X12 RELEASED FOR PERMIT REVIEW & BIDS: 06/04/03
. ~ ~ ~ ~.n 1 I v v i ~ 1 ~ ~ ~ v ~ ~ ~ - _ 52.0 ix 1 > ~ ~v ~ ~ - ~ _ _ ~I l 1 LIMITS 7 2. WATER VALVE BOXES ARE NOT TO BE LOCATED IN CURB I
~ V \ I ~ v - - -x- - ~ j I I Z~ 0, V 1 vv \ j I i ~ x v ~ ~ , - _ ~ v ! PRESSED ~1 i AND GUTTER ECTION.
~ ~ ~C v v v v 1 ~rS, ~ -..~1.327s ~v ~ ~ _ .2 - - - v o HANDICAP / ~ 1 1 I ~ i x 7 ~ \ _ ~ f ~ \ 5 \ \ RAMP TYP 4 43. \ \ 0 \ \ 2~ ~ 2 3 ^47 ^ ~ 1 r' ( ) ! ~ x ~ 1 1 I I a y ' ~ x~' ~ ~ 1~ - _ _ -48.-5^ _ \ 0' EL~TRlCA i ~Q 3. PIGGWG PLAN TO BE 5UBM(TTED PRIOR TO CONSTRUCTION. SHEET 8 OF 12 ~ ~~~~c °N 4. SANITARY SE R PIPE LENGTHS AND GRADES HAVE BEEN VERTICAL SCALE: 1" = 4'
~ I I ~ vvWty i ~ 27. - ~ ` _ x _ `1 v EASEMENT v 'E ~J \ \ \ _i~7 ~ x2 \ I ~ I T 8 : ~ V A VAV y v v A v v 3Q.7 X2.332.51 32.2 - - ~ ~ ? ~ ~ 53 I v v~ A v q~ \ l\\ \ ~ \ - \ Q' 32LF 15" 0~ CALCULATED F MIN CONSTRUCTION DRAWINGS HORIZONTAL SCALE: 1" = 50' (t Q 0 SIDE EDGE OF MANHOLE TO INSIDE EDGE ~ RCP 00.60%
~\I 4 !4 / / ; 1y 1 Vvv v v~w~vvv ~ vv 3 ; ti x 27~ v ~ ~ ~ ~ 1 V A V A i A_ x x ~ ~ ~ ~ ' > OF MANHOLE. ~ x s
x ! \ J\ x 27.9 ` ~ \ [P 0 V V ~ \ \ \ - 33.9 \ ~4 x2B.tx28.4 ~ ~ \ ~ ' \ ~ \ 'v \ ~ DISTURBED AREA 2 ~ \ \ _ \ \ \ , ~ . 27.5 x26., 27,g/" - ~ ~ . 4~. ~ I 0, 56 5. WATER AND SEWER SERVICES LOCATED ON THE SAME SIDE 9 1 OF THE ROAD AY AS SIDEWALK SHALL BE LOCATED. 6
- / .r rte. \ - ~ ~ Po ~ BEYOND BACK OF SIDE OF WALK. o 'A
~ ~ ~ 1 \ Z5.1 \28.2 ~~-~.~3,7_ y ~ l ~ ~ Lrr 06 G / „ 6. CONTRACTOR HALL INSTALL, TEST AND APPROVE NEW 10 PHASE V
DISTURBED AREA 1 ~ \ ' __l~. 26.4- ` \ \ \ ~~2.9'~, ' ! \ W s 1. ~ 9 FORCE MAIN P IOR TO IN T L N o. 5 \ S A LI G WATER LINE.
v >~v ~ 1 v v v 1 1 v i~ i A 27.9~"Ti A V 1 \ \ \ 1 x~ I 146.4 ~ N T ~ 7, CONTRACTOR SHALL UTILIZE WATERLINE PIPE THAT ALLOW FOR REFERENCE: DEED BOOK 583, PAGE 50 ~F \ ~ DEFLECTION A THE JOINTS. MATERIAL INSTALLATI N R OF THE PITT COUNTY REGISTRY c~ c9p pg~B17\ 0 ECOMMENDATION
~ .o~sa.e v 1 v v v v ~ v I Ix Cp SHALL ALLOW MINIMUM DEFLECTION OF
S ~ I I v 1v ~ ~ ~ `v ~ ~ 1 ~ CO ~ ~ ~ _ c F` ~G ~ t v v v ~ I I A n ~ ~ GUARD RNt 3 DEGREES PER JOINT. GREENVILLE FALKLAND TOWNSHIP PITT A ~ ~ _ \ r -r. COUNTY, NORTH CgROUNA ~i0~` a. A.T. i EACH END ,
L g:y ~ v `v I ~ m ~ ~ ~ x6 CAL INTERSECTION ~ ~ v v, i (TYp~ 60'x30'x6 CONCRETE I MH6~ , ~ ~ gyp, 25' 25 ~ OMEGA BRIDGE
'L9 STA. 0+00.00(OAK MILLS DRNE)= ~ ` 42 C C L CUR DATA STA. 31+14.98 G LF V yqP~ (0 IEW DRIVE) s., S T TYP DEVELOPER: IRONWOOD DEVELOPMENT, INC. R DATA t'I) wETLANo \ F ~~A 90LF 15" LIMITS Q I MuNgNyi4 ADDRESS: 200 GOLF CLUB WYND
~ C ~o\ Oj CP ®7.70% AREA WETLAND ~ G EENVI I v ~ R LLE, NC 27834
Q Q ~ ~ a ~ DAK HILLS DRIVE ~ cuRVE R o~ A i ~ EVE R ~Q~` ~s ~ ~ ~ LIMITS Q' ~ ~ ~ PHONE: [phone]
G _ ~ G ~ R- 200. .oo. ~ 1
~ ~ (50 R/W 36 B/B PUBLIC) o = a5' 1'SO" L= 1 so.l ' \ ~ " 45' 1'50" ~ \ B ~ ~ v 60.1 ' ~ x G / ~ . ` ~ ~ tt $a W ~ .DESIGNED: JSJ APPROVED: JSJ
J T= 84.61 ~ s2 ld In ~a nssocrAl~s 14.6, \ s ~ ~ s B DISTURB A~ 2 ~ '9 \ ENGINEERING, LAND SURVEYING
CH= S 6 12'24" E 155. ' s s ,z'z4" E \ F'p DRAWN: s ~ DF/KWH JJB DATE: 06 04 03 155. ~ ~ AND PLANNING / / / ~ ~ ~ 'p ~
DISTUR ED ~ 1 ~ ~ 4i 1015 CONFERENCE DRIVE B AREA y ~p ~y~ ti~~~? ,A GRE NVILLE NC, 27856 CHECKED: JSJ SCALE: AS SHOW I
~ ti N +u~ ur'~ i 25 7 2 56 1 390

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OO(OA HILLS DR! 1.00 .39
SERY. 3,5.30
24
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0+00 1+00 2+00 3+00 4+00 5+00
6+00 7+00 8+00 9+00 9+00 10+00 0+00 1+00 2+00 3+00
ACAD: IRONWOOD PHASE 5 PROFILES

` ~
~ 60 f +ItI ti
r f / \ V 1 a; x .9 ~ 55.3 ,_~6.8-, I I 1 ~ , „~.4, ~ , rr~ls . +ar SA~r. / , ~ ~ , ~ , - GENERAL NOTES 160.0 x~ ~ r d 1 r r I f ~ 1 ~1 11 _-62A 6 7 x _ j r r ~i~ x 814r Y 1 LI ~E% ' / ~ / 1 I ~ ~ 'F2.3 y -
1 I r l l l l l l _ 56 I x,37.¢ i 1 l l f r ,9 I I 1 ~ ~ 53.9 ~ ~ x~ x _ x _ t I ROG w Y ~ _ ~ ...x5T.t x88,1 ~.9 r 1 1
~ 1 ~ 1 I v 1 v FAIR ~ - se.o _ - ~ ~v `v v P'AI v 1 ~ 1 A A x ~ ~ x--- = A i / ` v ~ i' ~ x 65.2 ~ `-RwAY I l ` 1 ~•4 / x~' r i/ r ~ r r r rtr r xsr} ~ 1. UTILITY CONTRACTOR TO VERIFY EXIST. ELEVATIONS PRIOR ~ ~---t ~ x 1 ~ x i /'/r r rt r r ~ ~ i/ i' r 4yt~ I `ti l' i, , 3.Y x~~ i 59 ~ ~ / l / i I > ~ 1 1 I es.o~ r ,3 / ~ so[ / / r r t, ~4~, I~w,a ~ , , TO START OF CONSTRUCTION.
1 I ~ _ ~ 5§. 55.6 NpRTa( \v A 1 1 ~ - ~~18.3 'S2~ - \ A _s.r 3x_,..,.,. ~ A ' ' 57.7 ~ i7.7 ~ l x ~ x81. / i 1 x§2,5 x~fx i i, ~ ~ ~ l r l l /I / ~ I i• ~ 1 2. WATER VALVE BOXES ARE NOT TO BE LOCATED IN CURB
\ 1 1 S 45 x ~ ~ ~ - - 55•Lt.."'x x- ~5`` \ ~i I v V l ~ ~ ~ ~ ` ~ > - -..-`r'^ ~ ~ 64.8_ `g 2 / / x I ~ ll \ ~ ~ ~ ~ _ •3 _~1 ~~:.4 _ '~R TH s4.z.:z-='~`=- x ~ r MQ 4 \ ~ \ 1 \ \ ~ ~ S,d' ~49+L..~., ~ ` 49.4 x x-. ~83nz-•==~--=4 `SS_2 ~ ~ x j ~ _x 80.3 ~ ~ / i' \ ~ ~ / 83.7 , , ~ ~ ~ / / / 1 ~ l / x ' 1 f~~~ i ~ ~ 56 i ' ' //i ~ p~.Z~~ I a Ii~~~~`, 40.8 ~ ~ ~ se.ax ~0• + i , / ~ , ' ~ ~ i, , / ~ jfgRr 44 , +la ' . 1 i AND GUTTER SECTION.
~ P V \ V A A A V~ x x - L1`v k~~ ~ ~ `'51.~~ x~ x x x \ ~x 54,3' x - _~Q_.`470~ ~ ' ~ I G v v ~~PATHr;.~- x - _ ,x~ ~ _ ~I x ~ X .9 ~ ~I 91 56 1 k.~ ~ '"'1 _49.6 x ~ c~xoa~ s, 7 xszs 1 ~ , ~ ; , , ~,h; ,I i~~ ~ I 3. PIGGING PLAN TO BE SUBMITTED PRIOR TO CONSTRUCTION. / rx"-- + ez.'-' `I ~e~'31 ~ i ' ~ '~sa' ~ / ei I z a1.3xlll~ aye ~ 4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN
4.2x\ 3A.1. ~43.9~~`44.3 ~~°x.~a 53.2 63.8 54.4 5 ~ 55.2 x x 1~~~•'Sk_-~57.p~1•"``...1.. 55 ~y J „-fx ~x~"v ~ ` - x / / I ~ 6 \54.1 / 65,5 ~~i i 98 S\ ~ _ ~ _ . x~x / i3C8 I i A ~ i 67.2 / ~'2 f-x~,3 2.D~_•_x ~ x84.7~~ 1 ~ ~ ' ~-~~,r% ~ i /~i' i i Oi ~ IJr .1~~1 39. 1 ~ ~ i s~2 , r r , , / , , , , I I i .n ,I 1~ CALCULATED FROM INSIDE EDGE OF MANHOLE TO INSIDE EDGE
_ _ ~ ~ ~ i~~&43k~ v - ~ ~ / ~ i' ~ A / 1 i' 1 57.4 x '`,,.J _ x ..56,9 1.,~ ~ -~-i.. + ` x62.o ~1al.I ~ ~ ~ ~~`r r r r r l ~-f~,~~r2~1 %~>-rC ~ / ~ x~a,~ II 33~~ ~ 1s ~ ~ .'e ~as~ I t x , , r ,,'x r r ~ . a-r ~ xl I , ~ ~ OF MANHOLE.
~ x 3A9\ \ \ \~-x43 _ p / ~ / 4 / i--~ ' / / \ / / 1 ' ,57:5 x ~ x''56,8.. . 38.1 ~ V A A 41.0- x x / / 7 i ~ ~ / / / / i v .~i24 / / ~ 56?9v x FILL FORCE MAIN,~WITH •6 \ v v ~ _ ~ 41.1 / t ~ / /l ~l i / ~ - ~ x53. i /l 1~ x65.2 ' v 59.4 , x''56,6..,.. 1 ( ~ 4~l /i' Sq~B ~ xl `lY..'1 ' / i i + ~ 1 ~ +V A I x - ` per,`,, ~~y - ~ r,~ i ~ , 4sa s/ ~.~3,D II ~ I ~ y 3,a , , ~ ~ 5. WATER AND SEWER SERVICES LOCATED ON THE SAME SIDE x p ~ ~ ~ I 149.4 ,x / ~ ~ u ~ + ~,4 ` A ,csa"y''a; r ' ; ~ / .7, I v 37x64 + + '~`3T4x ;~,y OF THE ROADWAY AS SIDEWALK SHALL BE LOCATED fi'
GROUT THRU E , v v v ~ x~,5 , i ,~,y / \ sae RIPARIAN BUFFER 29.8 vx v .9 v v / / / / ~ / ~ i / ~ 56 ~ / / ~ , x v ~ I ,e ii11 1 r w I ~7 ~ WL _ 1 ~.6 ` , v , x~DW / r ~ ' , , x ~ ~ ~ 11 ~ NOTES FOR INSTALLATION OF A K.
C/L INTERSECTION ~ ~'1 v 1 1 x i~ ~ l i / i ~ / ~ ~ / / / / ~ ` / / 57 v, ~ I B8 _ \ x ,8 / x4.5 ~ / / / 1 ? / i / i - ~ ` / l ~ I ~``~3ggs ~ syr'x, ~ , ' / ~ ~ ~ IL\. 36.51 1 ~ ' 3a.5x ` ` ~ ! -MAT 7 BEYOND BACK OF SIDE OF W L 68.7 5T.~~ x80.0 ~ x--~ :fix ~ ~ , i 55 / ,~44,~ ~ / / r i i .1 ~ 1 V A ~ i ROLANKA I ~ "~so;4-~ / 53/ x , I ~ 6. CONTRACTOR SHALL INSTALL, TEST AND APPROVE NEW 10"
STA. 31+14.98(GOIF VIEW DRIVE)- ~ ~ 3 x34.w ys.4' ~ ~'1 „ I / , ~ / / , ~-,w6~6 ~ ~ _ _ xss.z - / xsfis.~-' ~ STA, 0+00.00(OAK HILLS DRIVE) - ~ _ v i I r i ~ / , _ - ~ ~ _ - / - ~ ~ ' ~ / ~ ~ ~ / yr.4 ~ - ' + ~ FORCE MAIN PRIOR TO INSTALLING WATER LINE. 5 ~ "_--~`ao., ; ~ i ~ , , ,i i ~ , I , 1 1. SEED AND MULCH PRIOR TO INSTALLATION.
8, ` ~ ~ A V 1 I I C r I / / 6~ ~f / / / / / 7^-~ ~'R69.,2~ _ '_'-x56.L___-' 8 v '0 ' ' /i ' ~ ' ~ ~ i ~ r 1 "ANCHOR AROUND PERIMETER. 7. CONTRACTOR SHALL UTILIZE WATERLINE PIPE THAT ALLOW FOR ~ ~ ~ / 9' l ~ ~ ~ 2. KEY IN FABRfC12 X 2
2$ - _ 1 v ~ ~~vvx34.A~ ~ I II I I i f i ~ I 8~~C6" LOCKED HYD,~ANT TEE ~ - / I v ~e.a ~ ~ ; ~ , ~ / / '372 + ~ DEFLECTION AT THE JOINTS. MATERIAL INSTALLATION RECOMMENDATI N - ""~`~~~D ---x~3.z ~ ~57i~i ' ~ ~ ~ ~ EX ~ MH ' 3. INSTALL STAPLES. _ ~ , ~ ~ / , / ~ ,t ~ SHALL ALLOW A MINIMUM DEFLECTION OF 3 DEGREES PER JOINT.
s/~ J, sS.o ~'v v ~ v I I r r I / I r l 1 6 G.V. / r ~ _ / I v v / 4 \ .5\\ ~34.5v~ 1v ~ f I 6 .7 / I 7 ! ~ 1 r r 1 / l j ! ~ v I ~ A x67.9 'x67.3 -s~ - 5e5ia-, ~ ~ 52,, ~ ~ , /x3.U~f~ 37~~0 ~ 1 1. ' ~ x~~:~ _ 4. OVERLAP 1Z . - ~ ~ , , , , , - 33 xNV. ~ 3o.4a , ~I -
v ` ~ v, 1 1 x~ r r r I I 1 r O~ZLE ~ELV. 44.60 / ~ v / f v v , I 1, .per 1 1 I f 1 r r / l l Z$ v / i , v 57.6 / \v I l x ~•t 1' 1~ ~ 1 I ~ I r! I r r l rg" G~V, / ~ v ~ ' ~ ' ~ ~ ~ ~ ~ / ' INV.~ouT 30.35 ~ ~ ' ~ ~ ~ ` x~+.k STAPLES WITH A PATTERN OF L=4' AND W=2 . 57.8 ' i i,~ i i, ~ i i / l , i ~ ~ I ) 33, x l~ I~ 5. USE 8
e.B ` 1 f f l r I r8"X6 4tEDUCE / ~ v i I l vv vv x Q~ ~ I 1 t r / ~ _ TO ACCESS DISTURBED AREA 1 1 1 / a~ ~ ~ 32.9 1 1 1~ f f I ~ f i f I i / I r / / ~ ` / h I v,--~~~ - CONSTRUCTION USE EXISTING 1 11' a~ v b ~ ~ 11 i v111 1 I f i i i t If i I r ~ r / ~ ~ ~ `v o r I v 3~ - - `-X~~~ ~ 5;-'- ; , ~ _ I ~ . ~ C L CURVE DATA 3~ . ' ~ i i ii'_ RADIUS PQIN'f / / i ~ _ 1 ~ u13314 33,3
GRAVEL DRIVE v ~j' f a6 f XI Ti r I Z / v a; ' 35a ~ 11 w 31.a r i v 3'3s I f x f L ~ y f f r / / i ~ ~ v / h I ~ ~i- _~4ai~ ~ fA: ~12~21.17u~'4 RIGHTi i' ~a~. ~ m '~i ~ i ~ x
BEND'wSZLa ~ rf f i v v v v 1 ~,9 1 T B& MQ 1 t ~c,6 < / s~ ~ r~ ~ vv ~w I ~ 65. ~ - ~ ` x I f ARD RrP v M v v 1 v v v v v ~ /~61.~ DISTURBED AREA 1 ~ ~ ~ I ss /~Sa,%~w3 - " _ - ,-"..50~ ~ _ l / ~ ~ 1A , ~ x I + '55.1 r _ _ ~ X i i5pty. >P • i .32.5 ~ a a p M n
~~yy ` ~ 7 r+ I OU 1 v ~ v ~ v v v C L y~TERS~110N x v r , v v ` ~ ~ i IA.T.r1 EACHIE{~ 'Z v 1 44 ~ vo v vv v 11 v v ` ~ ~ ~+53 1 LF VIEW bR st k s~.o ~ v s6,o ~'a4.e~ ~ - _ -^`~~K~u~,,,~~ ~~1'/ ~ ~ .r 32.4 r ~ I (TyP) \ ~ 1 \ o \ \ \ \ \ ~5Te' 3 ~ ~ IVY 1 ? CO ~ 1 0 'v~, x ¢lp//.,'"" - .a9'"" as,.-J ~ - _ ~ EsM~• L a ~ 1 `I x .3 CURVE ~ CURVE J CURVE K _ -x43.3- - 47 - - - _ 4D' 6" 91P/ WATER ~ ~ ~ x 2.8\ I - .00' R= 200.00' R= 200.00' _~g"' --±4~- /1 ~ ~ ~ R- 200
""'~+N v ~ 4t I ALK DRIVE u~ - ~ ~ STA: +00.~ R VER / v ~y ~ `r 1 1 v 1 1, ~ ~ v v v v I vv v v 0 ( iN 1 v INV 49.00 I 49.00 1 sv:.--- " ' i lAl~ 1 t ~ + ~ ~ - ~ ~ ' a ~ ~ 1 + ~ - 36'04'08" ~ = 31'19'43" ~ = 31'19'43"
~ CB15 I o~ 1 t ti,,~~ 1 v ~ 47 v v ` v ~ 'v ~ ` .....M M 1 I ~ i - / N Q/,~rv1' ` f \ ~ ~'C;N~ 351 1 \ ~ X49 \ \ ~ ~ 1 16 158. "6F?<., ~i 46 &45.a ~ i i 31.9-~.~ 1 1 - _~-~x - ~ ~ ~ ~ ~ C x ~ 1 x34.e x - _ ' ~as~ ."~x~% 'N, - _ _ ~ G'C0 vn ~s ~ ` i r L- 125,90' L 109.36' L= 109.36'
R h.. ~ E?'elx ,7 ~tD v\ 1 1 1 1 V A ~ b~ 1 1 1 y~ I w N r ~ ~ 1 h ~M 4• . t ~ •6 a ~ 42 v v . ~ I t 1 / 8.75% C~E d M~~ sl'~ I ~ - ~ ~p 4 ~"9r 1 I ~ y v) \ 1 ~ ~'1 A ` ~ A M -~--^-i`~ I 1 ~ 4 ~ ~ r ~ - ~ .o s ~ 1 ~ / T= 65.12' T= 56.08' T= 56.48' r Y i _ ~ ~ .f i - J 3 _ - " 4:~ , ; ~ ~4x- - - ~30.~\\ , / CH= N 12'10'23" W N 14'32'35 W N 14'32'35" w 4 4d' ~ - 30;4
Woo \ \ ~ u~ w 1 \ \~o ^ o \ ~ I 1 ~ CO 11~~1~ W 1 - - ~ I ! 1 x'±6:2-I ~,4 4 g ~ 1 43 ~ v ~ ~ ~ I 1 / 21 s 2 114 SAN. \ \ ~ 1 ~ ~ i \ INV 49:flA--- 12 , ~pZ) s-''' 4 a` 9 X2,4 a -aslll - ' _ _ 1 x x3o.e`~- r 123.83' 1Da.00' 108.00'
0 9(p C SEINER \ \36.6 , ~ \ ~ 1 w\ ~ + \ 4 ~ ~ ~ 1 i 1 \ \ p>,~ .98 ~ sa r I ~ C,, ' _ - ~ ~a 1`.. TO ` ~ v ~ v z 1 t v v v ~ v A ~ I I ,I / ~ ~ x / 54 r t ~ - x4rf 1 v v ~v v ~ 5 1 1 ~ 391 v v v ~ s2 ~ I 5i ~ t v M 6 s,,,.+'~"' 1"" a.,,,;~ f f 1 f i - _ _ _ - ~ ~ ~ x x m' ,6" PVC~' / ~ ~ 30.30 ~ - - , ' ~ --4rf ' ll" ~'aY'1k R!'fNE ~ ~ ~x3o.71 x _ , -y - _ 1n
Z' Q r 0 w s F v~ v v` v ~ I r i 1~ r~i 1 f} i 1 v U SA ~ ~ r>: ~ a o o` \ ` \ ~ I I I 1 r ,..•kw - 2 d~ $E 1 1 ' ~a ` i N , ,Ny' - _ ~ , 1. CONTRACTOR SHALL PROVIDE BY-PASS PUMPING TO CUT-IN MH1. ,j~ 29 ~ - - ~ xa~`7 ' 2. CONTRACTOR SHALL PROVIDE A BY-PASS PUMPING PLAN FOR ~ _ _ - 300 - a~!~$"'DIP SAN. SEWE~6 1 APPROVAL BY G,U.C. PRIOR TO CONSTRUCTION.
r,w P ~ r i l 1 1 ~ , w 1 w 1 v v E I I w 1 YO C~ 1 / i p1 r~ / , a w RCPT I r 1 ' .,~A'L TO I (r .:.-w''~~ -~4 LF 15" xza.3 x ` AN INCORPO ATED ~ ---qtr--=~~?" e.f?C ~®rpp`~.M n Pi.ex / 1 ,T-, 3. BY-PASS PUMPING PLAN SHALL HAVE REDUND CY R
~ rn 11 ~ I L 1 \ B C.V. ~ 1 ..Y gLEt L a 15 ~ i //'~"`3 ~ I 1 y r 33. C 1 r v I I ~ 1~ 1 g I ~ NV 4$1.00 6 ~ ' L' ~ x ' xz3.9,_-, 1. EXTRA PUMPS I ~ ,.IA93 ~ a" EWER '~D ~ - - {
C814 20L~" r~ 61 ~,,.,1 r 50 j~l?F,R ~ ~ . I I Ei \ / / i / ~ 1 DIRE _ E ° b -,vv v w 11 - ~ I i I r xx x42 v 1 u I ~ P f ATER i / a i 7 r'/ - ~ _ s ~ N'~ti4.9 t 4. INSTALL TEMPORARY POWER FROM CLUB HOUSE.
~ v ~x ~I04 ~ bra v v I v v y-~ v 1 1 RV~CE El'YP ~ ~ / ~ / /
RCP ®0.408 ~ x v v~~v '~i v V 6 ~ W~ vv v5 ~ 4 PVC S~NER I I I / ~ / 7 I / ~JB ~ i ~i/ / ~ ,4 3 v~' v`\~w -i v v ~ ~~t~ v 5 ~ v SERWCE (hYP) i I ~5~a,~~ ' ~ ;/i / Op~' 4.. ~ 10' DRNNAGE x 25' HYDRANT TEE ~ ~1 ~ x29.4 PLAN s
OBLCEI7 - - / ~ ~ v v vv v v ~ v I ~ ~ ~ ~ ~ .v / / / -Q 2l 1 / v v ~ 10' ELECTRICAL / / ' ~ - ~ / ~ / / J FSMT, • . 6" G.V. - 1 sti 1 ~ a - , _ _ _ 10 FLOOD _ 1 F 1 ~ - ~ 6" FH ' 40' LF 15" CLASS B - 9AR`F--`-----NOZZLE ELP.-32:O~b 1 ~ 1~ 3
'1 ~ P~0.69X V` ' BE ` A~ ~ 1~ v ~ 1 v v v 1 ~ ~ ~ v r ~ i ~'i~ ~ ' ~ i'~ ~ ~ / i ~3 / ~ se.9 x v 1 v EASEM NT ~ / i V / / i 36: ~ \ \ 4 v ~ ~ 1 i ~ ~ i~~~ ~i~~ /2/ -3tt x FRCP ®1,30%- 1 ~ c~ 'x , ~3~ ~ STONE SCALED FROM FIRM ~ 6" PLUG , ~ zb.e` INSTALL LEVEL AND FLUSH ~ 7.5 y .r • ELV. 26.00 , s \ x ~2~o y , PERMANENT OIL REINFORCEMENT WITH NATURAL GROUND
~ / / i ~ 32 ~ ~ \ V ~ ~ v / ~ / / / ~ ~ ? ~ 11 A V A ~ V ~ V 61.4 ,$1.d-`-- ~i iii i5 i ii'/i~ / j ~ i~ x ~r...~ 4~ iNAGE x i 1~ ~ ~ MATTING (PSRM) ze. / ~ _ FE•S1 ESMT. 1 ~ I OLANKA BioD MAT 70
y ~ ~ ~ / i / 28,4 ~3.3 V A/ v V A V A V A ~ ~ ~ ~81.Bx ~-x020_ ~'i~~ ~i ~ i~~~ ~ i i ~ / ~ ~ ~ ' l~ J_ ' x 1.0' EIECTRI~q~, ~ . _ _ _ 1 ' a ~ 2~ EASEE~~,,f~NT 7 INV. 2628' ~ SPREADER 1 ~ ~•~.o I
\ ~ ~ 60'~c 0X6` ~ \ \ ~ EPRESS~EB ~ _ _ ~ / 27. ~ / ~ GUARD RA L $ SS.a v v ~ - _ , _ - _ - , , ~ ~ , ~ v / Q ` ' -1 EA END / ~ C NC. OMEGA I 1 v ~ v v ~C1~9 61GAP ~ _ - /r ~ ~ / X,le1. , /~i / ,---k ~Ni ~ ~ ~ 1 ~ ~ _ ~ / r' 871' ~ 49 ~ 'i' / i / i A / / x/ / ~ 31.4 ~ NAT 9ffX ~ BRI(~GE 3 e v vv W.7 v ~ ~ ~ ~ `3r'7- _ ~ _ , ~ „ , , „v / ~ _ B ~ _ ' ~ / 27 _ x ~ x ~ _ YIL ~'31.4x 'x22.4 x x~'4 ,-D=1'
i i ~ ) ~ / 9 x ` V A A 1 ~ ~ RNmi~ ~1~,---~,-"` i ii."~~ i.% //i"i: ~ / 3~ ~i' 29:g~_ 1~3 / ~ ~ /40 LF 24" ~ MANU L AIR vv v ~ ~ ~ ~ ~ ~ 2'-~,~2~ ~ _ - _ ~ ~ - _ i ~ -25-g,~~' 24.Z x25.8 W_4' 1 \~en `~h x ' - .'x28.4 -x24.4 , ~ d=1 VE ED A
/ ~ .50 4~ i i ~ ~ ~ i / ?i i ~ I /j . ?fix ~'r28,4 i / R LEASE ANH ~ ~ - / r ~ i / / x x RCP X1.00% ~ ~ _ / a- ~ / ~ ~ / / i / v ~x~ ~ ~ _ - --iii ~ i~ / /iiA~2.9.~/ 26.6x v 7S" ~ \ ~ . / l ~ . 26.9 \ x ~ ~ _ _ - ~ R~ ~i0X3GX / ~ ~S x ~k 3~ ~ j~.`?IIS--~~%~%'~•-•~'~~ i~'ii~ ~~i// x28_8 _v vv~8.4 --.x48.7 , ' - EX. MH ~ _x26_s ~ x2S.1- ~
CP NO. 0 GA ' x26. \ ~ 31s `~•3 \ LI ,,a~ v9•a. / / = - _ , `V 4 i x81.8 ~ / / i' ~i ? / i ~ ~ / i'~~8,2 ~ 29.E ~~s.a~ RIM 25.26 ~ .-='''s ~ 2s.? ~ - 1NV. IN 12.42 ~ ~ I x~l ~ _ INV. OUT 11.99 d
_ ~9R E oe~N AREA ~ ~ . ~ ~ - _ , ~ / x26a x~ \ ? i ~.0 ~ .x ~ ~ ~ `x• - _ 'ice ~31:9~~ii i/// x~-.,- 7 A v i ~ ~ ~ ~ ' v / / - i x27 _"30 _ b ~ ~ i J 33:1 ~ 3 ~ x - ~ / 2/// _ _ ~~i~ _-x. ~28y~1 i~82'4/f~/ '~~~"f9.9 i__ `6 ~ g ``A v - - ' / / / /''~--~-=~x33,y'~ - ~S 'i ?~~'~'vv "28.1 / - 30 ~l ~ \ Nf-1~ " ~ ~
vC v i ~ CP~t,18~ - --x- - 46 / i ~i / / v~,'~1,3 / / _ ~~C/ 28.1 v ~ i x31,4 ~ ~ i v ~~'~v ~ v 48$-_ - ,i / ~ / Y iii-~ ~i i / x26.0 v ~ / / 2g ' / 32,8x 32. ~ \ \ / / / ~ - x28.4 ~ i _G-- ~ -OPEN SPACE ~1 w x ~ \ _ ~ 1 PIPE OR (4' uIN iYP)
/ - - - - ~ / / 7/ ~/xi-` =_i 29-_~t Xi 279 \ / ' i / ~l- , x23.4 m 1 . ~ ~ ~ r ; ~ DITCH OUTLET ~ ~
/ x .7. \ O ~ _ _ ~ / / x _ _ i 71 / \ / ~ 0 1 26,8 ~ x 'Q \ - - ---41 ,42 / i~ ~~l I ~ vv / ~ I SQUARE PERFORMED
~ ~ x.181 f x25,8. ~ ~ 40 / ~6"x28:5~ x2 \ / / - _ 1 1 ' ~ 1 ~ , / i/ x27. 1°- \ \ \ i ' SCOUR HOLE (PSH) ~ ~
1 1 I ~ 4 ~IWB, v ~ - -STONE _ _ _ i//~ / vv ""¦~.,;v _ / ~i ' N (RIP RAP IN BASIN NOT B ~ ~ SHOWN FOR .CLARITY) i$E p WITH NATIVE
I ~7.3 2 8 / / ~ } _ 31.9 x ` - ,x..__ / / / r"'~ v / i - ~i 1 i ~ ~ ~ 2b.5 p~[~/~{~~~~p -~.M33.1--~__ /2/ / / / 25 ~ / i ~ ~ z GRASSES AT INSTALLATION ,
1 1 1 ~ .~7 r_~ i' ~ ~ .x28.3 \k D~17~g,y19f1FI~ O _ i32 -30 % / i ~ ° ~ / - v ;v~,. •s/ r` .2 ~ fS iN 29" OAK~R v 1 - _ 3 / > ~ a D m
- `x~ ~ - ~ 'x x25.3 ~ 32.96 ~ - t5` DRAINAGES ESMT.. , - ~ \ \ !y • ~ x38,7 ~ x 1 ~ _ - 100 i'ErtR FLOOD ~ ~ W
, ~9~ `39 - ~ ~ ~ t ~ ~p-lE 24" ~ 28.0,E ' ~ I '6 1 ~ 2a 45.00 ~ ' ~ ~ ~ ~ ~i ~ ~ • \ ~ ~ RCP Ofi00%` - ~ , / l / 1 BOUNDARY / ~ ~ 28
~~d~3~~ - ~~A ~~~w 5z5x~ ~ ~ -v.~ x ~ ~6~`.~~ ~ -..FEE- x ~ - ~i ~ / 1 A SCALED FROM FlRM~' / D„ ` ~
~t - ` ~ ~ ~ ~\~V A 32.0` v x24.9'v ~ ~ i I \ ~ ~ _ 4 ~ ~ ~ ~ ~V A k~ v~ Ax25.9' ` ~ `X6" L 4 / 1 \ \V , ~ ` x'14. ~ v ~ ~ A ~ V ~ ~ v A 24.8 ~ ~ A l 1 ~ x23.3 J? ~ ~ SECTION A-A ~ O~ 4 s~ 0
`'aff, ~ ~ x v ~ ~ ~ . x BED EVEC SPREA~ , v ~ v ~50.6`'~ ~ 47 ~ ~ ~ `~~8 ~ v~~ ` ~ ~ 31.7~~ ~ A ~ ~ V vv 6~ emu, - / ~ / 1 A 1 A _ `~45v ~ w ~ ~ ~ ~ v v v~ v ~ y 6 FH gp LF 24" - B 10 / v A v ~ I STREAM IMPACT i p x233 ,~,nn + ~ ~ F ~ V' ~ A PSRM d
` ~ ~ ~ ~ ~ ~ ~ ~ ~ RCP ®1.41% .o--- D=1' / ' 53.65 x~ ~ ~ ~ _ ` ~ ~ ~v • v v ~ v x326 ~ ` ` 8~ PLUG AREA 1 \ ~ ~ ~ ~ ~ D NATURAL
_ ~ ~ ~ ~ ~ ~ NOZZLE ELV. 31.80 CUT IN NEW W°4~ TEMPORARY SILT FENCE TO ~ 10" PLUG d°1 CONTRACTOR SHALL INSTALL 20'X20'X5' TEMPORARY Ek 'Q 2, GROUND
M I BE INSTALLED PRIOR TO » » VALVE SEDIMENT TRAP pURING CONSTRUCTION .UPON CONSTRUCTION OF DISTURBED C815 ~ GUARD RAIL LINER:CLASS B STONE e b i' TUCK ~0 ~Ri~4 A.T.-1 EACH END " T I H FI R FABRIC 9 43 Lv O~p~, " ~ ~ q / Typ 22 HICK WT LTE
AREA 2 THE INSTALLATION OF AGGREGATE BASE COARSE, CON~ST~U ~TIEROSION SCONTRO SED ~ LEVEL SPREADER SHALL BE INSTALLED. I i a M, ~ ~ , o ~
O ~ (DO NOT DISTURB UMIL DWQ .i Woo & ' ~ 'tea EX TIN NR Zo'~ t~91f~N• S o RELEASE VALVE
CROSSING PERMIT OBTAINED) ~ L ~ ~ ~ M C E'ER ® TO BE REMOVED $ ~l TO \ ~ ~4 ~ LEVEL SPREADER
V r~ ~ ~ r a~ I " 3D ~w XIST. fORCEMAIN ~ 8 S4N, S ~ ~ TO BE REMOVED NOT TO SCALE
N
IW~ ~ cB12 ,s c
50' R W 28'-36' B 6 PUBLIC p ~ ~ ~ r I C814 20LF So' APER 03 DEM COMMENTS. DIP F = M REVISION: 09/17/ M ~~?j,~ " s REVISION: 09/02/03 GUC COMMENTS.
m ~ ~..T` J 9 LF 15" E PERMIT REVIEW & BIDS: 06 04 03 o Rio e~ RELEASED FOR / /
~ ~ 0 4 RCP aID0.40% 0 58 a'^
~b~ 3yLF 15" ~ ~N 2 DBLC617 RCP 00.60% ~ C89 s
NG ~ ~ ' 1 Q ~ . , SHEET 4 OF 12 VERTICAL SCALE: 1 " = 4' ~ ~ ~
x~ ~ • R ~ CONSTRUCTION DRAWINGS HORIZONTAL SCALE: 1 - 50 m /p \ \
i I; ~ ~ .Q m '1 1 I /~~'a~ ~R
~ GUARD RAIL 60'X30'X6' ' V ~ CONC. OMEGA ° ~ A.T.-1 EACH END . ~ ~ CT BOX (TYP} / BRIDGE
\ 816 / ~ ~ 40 LF 24" - -
(b ~S" RCP ®t.00% ~ l ~ a" PvC PHASE V
~ Cp OONC 30MEGA ~ \ TERLINE M1v BRIDGE OPEN AREA REFERENCE DEED BOOK 583, PAGE 50
i ~ ~ ~ ~ F nurri OF THE PITT COUNTY REGISTRY
~ ~ \ 41 ` . ~ WETLAND ~ p• '(~1 ~
Q' ~ w uMITS ~ WETLAND ~ r~ ~ GREENVILLE, FALKLAND TOWNSHIP., PCR COUNTY, NORTH CgROUNA O , ~ 1 ~ LIMITS ~ ~ F ~ i ~ ,o
o . , + WETLAND 'P ~ 'Q DEVELOPER: IRONWOOD DEVELOPMENT, LNG
- ~ uMiTS ~ ~A I - _
Q A '9 I 2 3 ADDRESS: 200 GOLF CLUB WYND W D . ~ ~ j ETLAN ~ i / 1 ~ ~`r, GREENVILLE, NC 27834
LIMITS \ ~ "9 I ~ 4LF . ~ ~ . S `'wNGIN~~• 252 752-4853
l i ~ / ~ PHONE: ~ ) , 1 .~tp S ~ ~ + ~ HEN ~P,,~~`
• TEMPORARY SILT NCE TO BE INSTALLED P R TO LT NCE TO \ G I!!Jlglutll«? P R TO ~ ~ ~ ~ ~ ~ DESIGNED: JSJ APPROVED; JSJ Jp 4 +
CONSTRUCTION OF ISTURBED -AREA 2 I; DF ISTURBED ,c ~ ~ ~ Baldwin and ASSOCIATES
CONSTRUCTION LIM DISTURBED \ ~ ENGINEERING LAND SURVEYING IM DISTURBED ~ 1 ~ I~ AND PLANNING ORAWN:SDF/KWH/JJB DATE: 06/04/03
AREA 2 EROSION ONTROL ION ONTROL ~ RB NTIL OWQ ~ 1015 CONFERENCE DRNE ~ , GREENVILLE NC, 27658 CHECKED: JSJ SCALE; AS SHOWN
(CROSSING PERMIBT BTAINEDO li r IN D 'MIT ,B A E ) {252) 756-1390
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-ASE M /I- f n
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M -WER
MH 6 00 400'
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1 O' X6' [NY IN 2
OUT vv&lflcj
I IL 40+00 41+00 42+00 43+00 INV. OUT 24.77± 44+00 45+00
33+00 34+00 35+00 36+00 37+00 38+00 39+00 31+00 32+00
ACAD: IRONWOOD PHASE 5 PROFILES

~ o
~ SITE DATA ~ ~ lE. „ INV 45.51 x34.9 X30.8
~ o~`" TOTAL AREA IN TRACT . . . .77.434 ACRES z CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN ~E PLAN fx. MH F.r/Sr ,~.a „~,.7
NUMBER OF LOTS CREATED....... .121 R/W =RIGHT-OF-WAY SEEDING AND MULCHING SCHEDULE PER ACRE v, .-,;;RIM 60.76 ~ / ~ ~ ~is.a 1 ' x _~,-~l ~ ~ ~~A v"~aT IN v ~v ~ .Cp I I 1 1 1 ,"~s l r i I VENTED
LINEAR FT IN PROP. STREETS.... 8,460 LF MBL =MINIMUM BUILDING LINE , 1. AREA IN OPEN SPACE .11.579 ACRES B B =BACK OF CURB TO BACK OF CURB CONSTRUCTION SCHEDULE. / v v:INV. IN 49.80 v ~t ~ ~ I g4s.e I 1 r j / •a~.7 , MM ~ EX. MH THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION \ `I ,1;~ ~ ~,vINV, our 49.72~•~ ~ t v v ,,~,e , / , „ 31 v I { i v ~ I v_' / ) I 6. ~ ~F, I t / / / ~ ae. ~^~'•+t`s"-_-_ ~ '7 - EXIST. 8" SAN. RIM 25.26
~ / ~r~RR AVERAGE LOT SIZE . . . . . . .19,014 S.F. EIP =EXISTING IRON PIPE OF S I I VA„~~//, vsY. ~"b7.~_5 qS ~ I~~ / b/ a,~s2,a.ri fN125.03~F~ EED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. \ ~ , \ \ \ ~2a~' 1 ~ ~ „sz4 ~`'`~•~~s EX. MH ~ V. OWT 24,77+ - SEWERLINE INV. IN 12.42
_ SIP =SET IRON PIPE 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. \ v v ea 166„ses ~ ~1~~ 37.70 ~ INV• OUT 11,99 ^v v \ v , ~Ipb I 1 ~ ~ ~v ~Ca a1.t g 1 ,AC.6 DURING PERT OF ' /~v I - ~,v~~~ 1 + I INV.+ 3o.aa r „ ODS OVERLAPPING DATES, THE KIND OF SEED TO BE \ \ /„~ol ~ ~ 31764 elNV G zs•7 'so.~
0 ~ _ ECM = •EXISTING CONCRETE MONUMENT 2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND yE~~°' EPKN =EXISTING PARKER KALON NAIL ESTABLISH GRADE LIMITS AS NEEDED. 1 1 1 vvv. USED SHALL ET / v v v ~^~1 X11 A - ~ .'v~~~:~~.~ i 1 axo ti / r r-"~°`--'~ ° BED ERMINED BY TIDE ENGINEER. . ~ \ y, ;~I' II / 2~.e ~ 30' sAN. sEWER
SPKN =SET PARKER KALON NAIL 3. HOLD PRE-CONSTRUCTION MEEtING WITH GRADING CONTRACTOR, CITY OF \ \ ~ r \ ~~1> r a , $1 1, s\~ - EASEMENT v 1 v v ~ ~ ,/~~,~y~ r 'S 9il saa w~ v~vvvvvvv I 1 " 5AN S
~ ctR R =RADIUS GREENVILLE EROSION CONfiROL ADMINISTRATOR, PROJECT ENGINEER AND /r~ 1 v ~ :~""(,rlr I` so ~ ~~vv~~vvv~~~~ ~ v I u EW LIN - 1 1 v~ ~ r! s I ~ a ~ `vvv\"~vAiv `~11 0)'31'1 ~1 EXIST. 12" SAN. _2 TONS/AO r v / 1~ , ~ ;'eo.a eo v~vvv~~ 11~v1A ~ \ ~ SEWERLINE LIME_
~ ti° CH =CHORD OWNER. PC =POINT OF CURVATURE 4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP i~_, \ ;~v sx iww 1 !rr ~d'~/ si. ~.1 ^ yw~VAt\1\1111 ~ fl t \ 1 1 1 2 .a~ I I 1 S'~ , / ~~/VA / r" ~ J 7 ,y~1~ \ 111 V~y~ i.4 \ 1 A \ 3p' .~'I. 1 / I 10-10-20_.........._ ..........................................1,000 LBS/AC ~,.v 1~1 1r/ ~r~,~,.vvv;~, r i~ 1 , s~ ~ s 1111111//1 ~ 1 1 1 1 I) a 23.6
PT =POINT OF TANGENCY SOIL AND STOCKPILE AS NEEDED FOR FINAL LANDSCAPING. v i I I I i ~'e,h 1 •a , esr v 1 11 111 v v v» 1 1 1 1 SEWER ESMi. r 8' 0-20-0......... ........500 LBS/AO 11__ ~e l,~ r s, r ~ ea , e i 5911561111111 ~ v v ` v 1 1 1 1 I / / en I I I s, ~ - ~ , r 1 I , r 1
~ PCC =POINT OF COMPOUND CURVATURE 5. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS. STRAW MULCW ..................................2 TONS AC //AFTER SEEDING ~ I 1 ~~"6~';(.,,' / 1 ' I1 5 1 ~ I 1 v vvv i 34 , , /m
h`O 2~ PRC =POINT OF REVERSE CURVATURE 6. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE. off' c, NPS = NO POINT SET 7. INSTALL STORM DRAINAGE FOR PARKING AREA. INSTALL ~ Q RELATED EROSION 1 I vv ~ v ~ c ` 41 111 ~ I ~'S I / 15,862 S.F. / ASPWALT TACK_ _200 GAL/TON OF MULCH 1, 1 ~ ~,•e, ~°e \ / / ~ 1~,,111s,2n s.F. / , . ~ ~ . / r I
li ~ PP =POWER POLE CONTROL MEASURE AND INSTALL WATER & SEWER UTILITIES, } ~ v v~ ~ ) v r ~ ~ Avv11 l1 I 1 / " I r 100 YEAR FLOOD BOUN ri ~ vti 1..~ , s1~ e1a a,k 7 2.p~1 v tivv~11 l //r i l / Izasry I SCALED FROM FlRM ELV• 2 .00
~ TPED =TELEPHONE PEDESTAL 8. PLACE CABC AND ROUGH GRADE STONE. JANUARY 1 DECEMBER 31 ~ vv v 6,~ ~ X11,} 111 ~ / ,'off' • p, . ~ / ; / s"xs" LOCK D
r + ~T~ INV =INVERT 9. INSTALL CURB & GUTTER. ®rr rr ~ TC =TOP OF CURB 10. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTE 5~'~ TALL F a,.a ,A - 6,.. I 1 , ~ / ' Hrow,NT ESCUE ~ ~ 1 ~ 1~ 6~,1, / ~ ~ r 6 c.v. I ` ~ I I • ` 1111 11 Itl I / / I / 6" i
°p,~ ~ 4a r, + EP =EDGE OF PAVEMENT 6" OF TOP SOIL TE 5# CENTIPEDE = ~'~a ..a` wa ae.~+~+~) ca I / / „r 1 ~ ~ / I e,a v a ~ - ~.,1 1! ~1 / 15 RCP NOZZLE ELV. 32.00 ~3 ~ , ~ ~ F 1 i I I i 32 II ) , / , , ~ 6 PLUG ~
r~ TB =TOP OF BANK 11. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS. U~ C~US ; ~ E GRADE RRING LOTS AND PAVE. 50# PENSACOLA BAHIAGRASS ~ 21 e,,6 ~ ,l,,l, gill v , ; ~ / ~ I 119,729 S.F itil g. / X23, 1 68' ,7 i r I rso~l~lllnr, i / 1 / ~ I
r C/L =CENTERLINE 12. FIN PA % ' MH =MANHOLE 13. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF 500 FERTILIZER ~ ~ ~ ~ ea4 ^ ` ~.T~• r I I ~ll Ilillllll~ I / 15' GE 4000 I M E T - e 61 A ~ i I I ~ , / / ~ ~ EXlsr. 6" SAN.
FH =FIRE HYDRANT ~ ~ i GRADING OPERATIONS. # L S ONE ~ ~ II 1~n / I / ~k ,~•a s ,I i SEWERLiNE ea 'N 1 i ~ 1111! t, 1 r /
VICINITY MAP WV =WATER VALVE 14. ADDIT R ' v~' ~5.~ ~aMV11u111111 1 I FESi EX. MH i ! 1! M61 Irl ll ll t I I / I~,/ 26.2 ~ y ! f U IIII 1~ 1 ` 1 10' / rLEVEI SPREADER
GV =GATE VALVE ZONAL E OSION AND SEDIMENTATION CONTROL MEASURE MAY BE %r~ REQUIRED 1F DEEMED NECESSARY. BV =BALL VALVE '~I SLOPES 2.1 AND STEEPER AND WASTE AND BARROW LOCATIONS. f ~ , ; 1 pRAINAGE gay D=1' c ' v ~ ~ , ~ ~h I ! ~ r a6 , I , ESMT.1 I W=4' d=1'
RCP =REINFORCED CONCRETE PIPE JANUARY 1-DECEMBER 31 FAI~wAY~ , ~ , ' ~ rl,al,l I r N1~1 s" saN s ' I ~ v sz,, r r x I Iu1) r / 84L~ T 1, 7 1 I N 2 L o1cL
CMP =CORRUGATED METAL PIPE MAINTENANCE PLAN / / r ~ a r sAN I M ~ 75# TALL FESCUE , ~ I ~ ,4 0 , I I 1 ~ / I I ,4 , / r \ w ~
i CB =CATCH BASIN ~ FES =FLARED END SECTION 1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR ~R 50# PENSACOLA BAHIAGRASS X ' ~ r~ II I rrr I I ! ~ ,I r r r v ~ o 's a• I 131 rrrr 'e a i~ I r r v I o.
% ~ CO =CLEAN OUT STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFA , BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL B FA 500# FERTILIZER I 1 ~r ~"~____~1•.e I ,r„r~l e ' z6 1 I / r 1 OPEN SPACE I ~ ~~y . 9 / s¢SA 1 sadn,~, "10,525 S,F. II , , 411 1 1 „2a4 \ 10.798 ACRES I Z R,Z
a i ~ SS .SEWER SERVICE IRONWOOD 4000 LIMESTONE / a,A ~ e"/snrr sew '`111jI'i ' ' I , 1 I 1 / I r 1111 r I~ a 1 s ! i \ NUl c^tn ~i
I WM =WATER METER MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I CLUSTER SUBDIVISION 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES ~ ~ ~ H NTS =NOT TO SCALE PHASE N 0.5 FEET DEEP. I ~,s7 / 22gLFC/~; / 9~ ~i, 1 .Z ~ v a ~ ~ i6R- 4 7 1 7.e1 4 3' 1 1 ~ 'I~
i~ ~ = NOT TO SCALE MB 50, PGS 24 & 24A 3, ALL SEEDED AREA WILL BE FERTILIZED RE-SEEDED AS NECESSARY D + ' / , AN _ LL~~ ssar4 I ~v 3 ~ ~ .N„ ~~EAESEMENT~ ats ~ A
~ i + (137) / MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO V 3 I ..r N \
~ t ~ MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. Qj tt 1 ~ EX. NH //121 4, ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON w.~ ~ i I iI I ~1I 1 1 I, fX. MH ® ~,e ~I 1118,292 S.F. \ elf I p , f, ry I ~ „ ' ~ 1 1 EXIST. 8" SAN.
J 1 RIM 74.87 1 ) M Q 3 , t N INV. IN 64.27 COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADE5. I 1 1 1 eanv/ 11 I i ~ r 1 1 1, 1 1 r 1. 1 1 i _ ~ 1 SEWERLINE I I r ,pa. I I 5• tm') t\\ a el 1~ 1 t PUMP 14.
I ~ INV. OUT 64.21 r I ~ ~ 'e 1 p1~v ~ .n 1 1 ( I I 5°fATION 1v y 1 I ,4 I 1 I s~ rr%>~w>vvt ,636 ,F. 1. v ~ 1 ,~za I I
a. J ~ , \ (120) / v v 1111 411x' W ~ ' ~s Df " 100 YEAR FLOOD aaa ,n I M r ! /1/, 4 p> v „v r r r 11111111 'bll~ ~a~~';- r b,; BOUNDARY xEX. h• ~v
Q r ~ (138) h e?ee. Q Z r r 3 / ql, 8 SA SEWER/ yo o~a,llult, 11111 h r~">~ SCALED FROM FIRM I o \ ~ v, ~ 1z`>(LF ~i TD a/L r „2e.o ry , I \
3 4. r ~ ~ ~ a \ (117) o 1 - - x \ i /~r \ r l i it ~ MH4 , Itll ~ /K•' r-- I ~
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zz Isao " ~ ^~6 ~ I ------30 RC VI 6' 4.30 v ro~ I 6 ~ I ~ ~ I I X~-•? g~'~r-~ .391 ce i I EASEMENT / i ~6~ / r ~ 'r1 r ,~~1 1 , , I ~t ` ~ a Il~~~ln,11)Inli nllulllll 1 ~ I ee.7 ~ ) 29,541 S.F.r, w 7~ w. I 6~i I 1 1, i~/ a a" " e. / 1, 11 1 1 I 1 1 I l\ ~ 1 I III 1 I I I I I I I I I I I I I I l l I I l l 1111 \ 1 t. i
~ N I o M' . ~ N , 91 90 (50 R~4V 36 B U ' ~ -rn t a~ . a Z x I; ~ 121 0 ao rn 92 89 . /B PUBIC _ ~ sAN bw I h 17939 S.F.' ~ ~ J ~ 1 ~ ~ 70.5~11~ f ' R S ~ ~ nur ~ . ~S1 lr/ l 11 11 ~ ~ „ ~ , ~ ~ ~ ~J~I II 111111111111>0.tifP1111111I 1 1,~ ~ h 6' RCP' 1 P PA / 1 • 1, •rk'-' ''u; Va'~.mF', ,x. I l i } ~ 1 g1 ~~a1;',~~~~ ~ 11 i ,
~rn z I ~ o ~ 11,215 S.F. a 18,203 S.F. 1 17,557 S.F. ~ 17,443 S.F. ~ o ~ 1 ¦ rn wa I 0,532 S.F, o ~ r ~ 1 m ~ o: r ~ ~ ~ ! ~ ,e-~ eae0.tw a ~//r/, rl l I / ~1g'w 1~11,pa.a1 •e~ ` (0 ~ v1 ' 1 ~ ' a. a..• / / r I I 1 11 ~ ~ ~ a ~,~srl l l I1\~~ \ \ 36" RC _ v ~ , S. e..:%a l l ! ~ I 1 „ I ~ ~ ~-`~AC~1p{" ~'u 11 1
x=>~ i N EXIST. ~ ~ 88 + ~L,~ ~ vi ~ 10' E f-O M 1 to 1 .00' r t ~ ,,a 7, S.F. 15, 50 S.F. io I le. EM w3~cwi ~ d4,x 1 0.00 a+~% .t 1 ~ FORCEMAIN TO , "80~ 15' DRAII~AGF- ~ eta o , ~ Q ~ 7 ~ \ 7 W III Y + BE REMOVED I o 8;22 S F`'' J ~ a~ 'X2~' S.. TYPFJ )s10' pRAINAGE 0 i ~ ~V ~ ~~21,908 S.F. - r~//i/ i/ C 11 ~.......~,1~."~1:' r ~ I 1 1 „e ~='`v~~ i ~ v r o - $ / .w~ r 52 / t I ; 1 1 iglla>Ill X11 v 25'X 2 ~ //r s ~ , a 1 ~ ~ / I ~ I h ~ o ~ 84EXIST. ~ ~ ~ ~/i/// ' ~ ~ ~ ~ 1"' l r , l r l ~ 4r ! ~ ~ I I I , }~111111fj'1 I 1 v
~Z~p 1 I~ v / .a1 ~ EASEMENT 1 \ ~ ~ ESMT. ` ~ ~ ~ - 31,450 S.F. ` " ' r, / /32,405 S.F. / 3 II II FLOOD ZONE A v > • s :.I- FORCEMAIN TOv I wee ~ "1a~ c" ~.7 / / .III IIII 1111, Ilm 1 1 v W - io Xi ~ 16886 S.F; v M ' ~ L ~ -*aea. ,x/ ~ , 1~>~~ ~1 0 \ I ~ r 1111IIn1~~dlll 11 v 1
wa~w 1 ~ ~ - s pO ' 94 ~ ~ "ne I t.t , 1 FASEMEN~~ ~ ~ ~ ~ vv 80 w ~ 36" RC 74 C ~~z ax I 120 o I • ~ ' 121,30' 112.0 71. . 9' 120 / a ~ \ ~ 3a" RCP , o , V¢ esu 8;57,7 N N ~ m ~ 7,800 S.F, ~ \ 30 _ t 119.70' 11-0:p0'-' 1 N N 21,694 S.F. 79 1 17,365 ~p 72 0 ~ ~ o c ~ - BE RE OVER a~ , . °~.r~"', 4. , 1 1 ~ ~ / 1~ ~ / l q 7 ~ ~~n 1 e4 1 , n h111j11 Ilu 11 1 v 17,373 S.F: I ~ 1 ~ ~ / / I, 111 1, 1 ~Z o - -rye - ~ •w 1 ~ 24,750 S.F. Ii u 1 v k
ea,+, . N 7,800 S.F, ~ 2 .50 132.80 ~ 127.D 45.0 3.82 , ~ p N N N "r ~ } ~ 7S o a$ I~ z I ~ sa 120.00' ~i 4 , 65.., 172,90' 08'O + ` ~ ~ M _ 17, ~ S9 S.F~~ I , ~ O I , „7o.e ~ 9~~4 ~ 1 It 1 , 1~l f~ / / 1417Ar ~RAINAG I I }If 11111 111) 11r~9 I '10' ELECTRCAL 17,' S9 S.F. ~ EASEMENT v 3 9 04' I I I ~ 1 1 I a ~~,~r'• ~ a Ir I I 1
~o I, ~ 120.00' ~T 23.7 ~ i ~ \ 20, 786 S.F. ~ m a ! 17 595 .F. ` _ I W ~ v 1 I~ ~ M ` ~ ,_t S i N i y o v I 98 99 h ~ v ~ 103 t o ~ ~ o ~ 10' DRAINAGE 12. 4 i ~ I I i I I 111 ~ I „ ~ / ' x . ~ r r , i 4~ ~',f'~"~.~~~ 8, i I f 1 I ~ 10' DRAINAGE ~ 1 . 1 I t I ~ ~ ~ `'~0'~~ ' 1 1
95 o N , \ 100 ~ ~ V ~ ~ lss ~ ~ LECTRICAL EXIST, ESMT. I ~ e4,O a e4,a®~ o w.~ ~ 13 184 S.k?x•7 "eo.a 237 4,933 S,F._ , " O , M o 561 ea ~ "I4,7 ~ 7 EASEMENT nA Lae • ~ 119 z 10,095 5..N , FORCEMAIN T ~ ESMT. 015.67 `A ~ `v as + I I I i I I ~ ~'r 1?s~,•~ . _ r ~ „(o.~ , / / , 5 ~ 1 I r.. I I I III 1 I r I I A ~ v / I ! I I I i i 1 r • s a~ t~~ AP ,,,r ~ 1 I ' „7ae _ eF d- I I v ~ ? / sc,. , ~ III 1 4A. "..M'~',,..'~ ! l Rcp r \ 8" , r I 1 1 1 / I 111 1 ~'K. ~ 1' I a6 1
z w C ~ 'n I ~ 15,013 S.F. .y 10.4 0 ~ 'n I n.e ~ l~ Iv / ~ 7,800 S.F, to ~ u~. 1 ~ 6 \ 85 ~ o I ~t BE REMOVED _ _ y' la 1a 8,239 S.F., ~ m 120.00' ` ~ \ $ e+ tip' I 't I 3.pp,~\ 4 51 ~ ?9z ~1 129- ,10~ I ~ PC I' ~ TERUNE ~ \ N o,' r 17,608 S.F. Q 410 1 ~ 14.9' 'fib ~ ~ ~ / / l / , 7 ~ ) )1 ) a;' r '~o'~ a~~. • „ 0 6O VJ e R \ ~ \ ~ l1 At q,~ii ~eF 1 1 1 , , 1 / / l / ~ / /~r / I ~r / r /~,yl I 1
v I` la 124.50' .08 r SAN. SEWER ao PESMr. ~ ~ ~ \ ~ m o r Ff y , I I i . 22 1' ' ~ J 40.00' 68.00 6.9 , , ~~a'1O I 65 1// /j / r~ ~;//////i .11 I Jr ~ / i ~ r J9! 7 ~ ~ ~(~~,~~~1 r~ lh ~~~Ip~,~t~~~~ IIl V I I 1 r/' v ~ , l ~ rill l ~ //r ~ 1 ~ r a r „ ~ ~ t jihl ,(i le/1r a v v~ r 1 1 ),~2 / g. ~ 6x/ ~t~~ ti IIr 14v.ak 70 rn 43.209 S.F. / r / / l / r ~ ~ ~~~lr 1 ; ~ ~ ' 0 ~ 1 1 1 47 ~ / 1 6 r r v 1 / r l /
n4.+a ~ - - / 4 ESMT. ro II ~ oo R 1 r7 2 1 ~ 91 I a 1--- 9.-_ _ ~ I '-mow b ~ 97 ~ 4 s 101 vrn ~ e-~~ ' ~tio .4t' 2 o _ ` ~ 'y .0 7,, r , e2~q r r l 1 1 r ~ ~ 1-~ ~ / / ~ ~ I 1 1 1 1 1 V A III i i / / / „i O n Y tR~ f N r 11 1~ i i~/„ _ l I `11 l 1 111 V l 1 V I 11 ~ X18,945 S•f. r 1 ~ ~ I I 1 I I I rrrr ! 1 ~ I , : ee ',~°I='. ~ , / ~ ~ 'r ~ ~ - a _ //%4,329 S, m ~ 1 11 I i -f''
IX , 98 M ~ , o~ 'Op,~ o 136.64" r 1ss2 s. * - __s 85.47 IW 118 IJ 1 ~ \ (D J ~ (~11 ~ ~ 7 L~ + § a4.1 ~ 9857 S.F. o ~ 14,118 .F. I m 14,740 S.F. t • ~ , 1 ~ rn ~ 0E 7 °i a 75 WAT INE v*, i t I 0 ~ 'C~ 4A 1 i ak 11 1/ ~ 13 ~ r I 1 I I 1 1 r I f CIS . i ~ , / / S~ ~jea I / , "S16',1.11T 42.1 ~ , AT INE u*" w I ~ Q 'de' I I I I1 i I I r r. ~ , / i 0~' 9` _ ~e__ OJ i „ N 6" GV~ S~t~P s I I I
1 062 .F. \ O eaa i ~ 30 6 ~ 1 eV to J ~ 8 I` M ° pi a0 - - - ~ _ _ EAS NT 11 , S ,p~.o ,pu nt~0' ELECTRICAL v ~ I ~ I 16,060 S.F7~ - 4S NT A~ ,p~ l 111 I I I 1 ~3' / r i i i , r/>r'~'~~ 48 I 8" ~ 3 ~1 k
f."-'1 ~ ~ a:~i 1 'P. ~ ~ ~ ~n 'l ~I .n ~ ~ ~'a n.4 \ ~no 17,217 S.F.1 e, u ~ " (89 1 d~~ d)n.. ~M ~~C^r~ esa89•' .Rx:-_1.11„1 __u, /~.~~rx /.ri,~ - r--- ~ M PLUG I
r'~i i 3 OOR 21.47' 101.71'z2 0.62' ` 5000' V32' 410.46' cd c ` • b' 115.00' 8 e 1 + „ w 1 ":tf 23070 S.F. ~A - ,~i s . I y / - 22,3 4 S.F. s~. 0'7
p FE ` 13 _ h I 15 18 RCP C n EXIST. ` J 7s.F.~ 0111120 iIX74 •rii'~ 1344 S 62- 7J i / 49.W
OW 5 60 ORCE SIN TO 4 0Q ~0 ' Ak41 S 5~ s 11' C63 " RC 0 4 I,~ t5 RCP BE REMOVED rn 17,477 688' b V 1 p~ ` 1 _ # 0.50 S R S.F. 5 . i,' ~'i ='-s's; ; % / , > i i i'~! . GK 1 16• IKp 100 YEAR FLOOD 46,415, BOUNDARY
117 "4 -w-w-- rr w-w 153.91 r 22'i;' BEND 105 84.03 rr~3 1 15,066 S.F. I (~P) 00' 65.00' 65.00' 65.00' 65.00' [T1.101 0' 6!5.00'1 65.00' 5.00' i 0 77 ~ t s BEAN I rx/ SCALED FROM FIRM I 50
I 1 {.ao Q w FH ` A .~.7 13,620 $,F,.. I ch . ~9 xms > > .17 ~ ~ / ~~I~I'~~'.. Il~rlllrl~li//,.~ •5'48 I
I 0 q1 GV PR 1 I~~CK 1LAC non c s3 $ ~B 27233 e"X4" yyq RUNE ~ y, 2 na 76 r~, Q~ n3 N I io O > , E MI. r W p S 3 I 00
z .F. z cc 16 o REDUCER o o R/W, 28' B/ PU IG~ \23,300 S•F.a 25,415 S.F. 2 _ ! e ' 114 O O O ~p 26,648 S.F.- -co e / i 14,32 s. r
W o RIN LE WAY C*4 CA , o - 7636 ST 113 112 111 o 6 107 ! - to 27623 s,~. 9,509 S.F. 109 a 108 N 12,467 S.F. r 25' PERIPH (~0 R/W 28 Q B xb4.5 21,005 S.F. DISTURBED AREA 1a 23.61 ACRES 100' so' 0 100' zoo goo'
_ 7,800 S.F. 7,800 S.F. 7,800 ! a o ERAL E'rBHCK ax POOtI~ - 25' , e{ss - ---PERI - - S.F. - 7, 800 S. F, r--~-- - AC 54! l I I 1117/ / / ~~8'~ i i ~ / II I PER~PW SETB t K;v " I / - - - - I I s DISTURBED AREA 2= GRAPHIC SCALE: 1x . 100'
ac 25'__P- RAL SETBACK, CLEANI G/ ON S.F. 7,800 .F, 17,800 S.F. e `J71.1 _ 76 ~~73.1 7{A~'~~ x , , 7tA i" e2A 3 , , e3 , 1 , PA 1 e)nl x 5. 65. 5.00' 6~5,210~0 . 8' 179.2 170'. 70 3.0t ACRES zoo, t,' / . /
' P N x p °an OZ" e6. 7e.e3 ass z,6 ose e , m x N 47'53 58 S 47~` qk, 2241.Te~~
an x836 50.01' x& fi2e A,s x~\ ^0 \ tes x75"4 x7o's , x7{a xn.e ------Y`!> xt,, I 30 x714 REVISION: 09/17/03 DEM COMMENTS. 30'M% \ ,Aar /l//' ~ / ~ / / ~ / / / / ~ 11, r ! I x
INV. 81,83 ,e MAILBOX r 30 3 M REVISION: 09/05/03 GUC COMMENTS.
EX. 12" RC ' do x RELEASED FOR PERMIT REVIEW & BIDS: 614103 . EROSION CONTROL NOTES.
INV. 81 FH , AGRICULTURAL ; 50' TAR/PAMILCO
ROBERT H. FORBES, JR. AGRICULTURAL 93 x x RIPARIAtS BUFFER 1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL
INV. 80.95 , OB 548, PG 44 ROBERT H. FORGES, JR., ETAI, ' EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY. 2. SCHEDULING OF A PRECONSTRUCTION CONFERENCE WITH THE EROSION
EX. 12" RCP ? MB 44, PG 71 DB F-32, PG 591 EP 1 EX, I MB 10, PG 45 CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING IHhgtH«~ PARCEL 18677
F GRATE 82.71 83 INV. IN 80.71 1 ACTIVITIES. FOR INSPECTION PLEASE CALL [phone]. A 24-HOUR SHEET 1 OF 12 TAX MAP 4669.13-13-9466 NOTICE IS REQUIRED. COMPOSITE MAP & PARCEL 23578
.41 e3. INV. OUT 80.66 NOTE: ALL STORM INLETS SHALL HAVE i TEMPORARY STORM INLET PROTECTION 3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES x SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 15 SOIL & EROSION CONTROL PLAN TAX MAP 4669.14-33-7872
INSTALLED. REFERENCE DETAIL 20.04 e34 , N 48'36'33" W ma WORKING DAYS OF COMPLETION ANY PHASE OF GRADING.
us 363.78'(CH) 4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE I R n N n n n
EX. 12" RC'T'o EX. DI TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT v r v v v IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000
GRATE 82.34 e31 i INV. IN 80.39 PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY
INV. OUT 80.34 A MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT. CLUSTER HOUSING - PHASE V 5. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION
FH ,y PP er CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO REFERENCE: DEED BOOK 583, PAGE 50 BE INADEQUATE.
tp e` a 6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE OF THE PITT COUNTY REGISTRY
P NV. 80.09 CITY OF THE DATE OF THE LAND DISTURBING ACTIVITY. 7. ACCEPTANCE & APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE GREENVILLE, FALKLAND TOWNSHIP, PITT COUNTY, NORTH CAROLINA i
I oz EX, 12" RCP EPK WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS AND RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY T i
EX. 12" RCP 11 a ~~pp I e2Ae F5' 6 THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERSEDE DEVELOPER: IRONWOOD DEVELOPMENT Inc. f
cns INV. 79.96 cas ANY OTHER PERMIT OR APPROVAL. ADDRESS: 200 GOLF CLUB WYND ¢ 8. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
EPKN LOCATED AT CENTERLINE ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY GREENVILLE, NC 27834 22, 1997. A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
INTERSECTION OF NC HWY 43 AND NCSR 1202 (McGREGOR DOWNS ROAD) ALONG WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE ON JANUARY PHONE: [phone]
1, 2000. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT
NCSR 1202 TO MR. ROGER THORPE, REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL Baldwin and ASSOCIATES DESIGNED: JSJ APPROVED: JSJ OFFICE, AT [phone]. B
McGREGOR DOWNS ROAD ENGINEERING, LAND SURVEYING
(60' R/W 22' ASPHALT PUBLIC) AND PLANNING DRAWN: KWH JJB DATE: 06/04/03 1015 CONFERENCE / DRIVE
A GREENVILLE NC, 27858 [phone] CHECKED: JSJ SCALE: 1 = 100'
CAD FILE: Ironwood Phase 5 Composite
C&G FILE: IWOOD