20020875 Ver 1_Complete File_20040518

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Michael F. Easley, Governor
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Colleen H. Sullins, Deputy Director
Division of Water Quality
May 18, 2004
DWQ Project No. 020875
Craven County
Fairfield Harbour Property Owners Association
902 Coral Reef Court
New Bern, NC 28560
Subject Property: Fairfield Harbour Property Owners Assoication
Gondolier Peninsula, Fairfield Harbour Subdivision
Drainage Improvements
Neuse Riparian Buffer Rules
AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 2B
.0233) with ADDITIONAL CONDITIONS %
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact, 12,879 square feet (ft2) of protected riparian buffers for the purpose of
drainage improvements at the subject property, as described within your application dated April 1, 2004
and received by the N.C. Division of Water Quality (DWQ) on April 15, 2004. After reviewing your
application, we have decided to issue an Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0233. 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, Non-discharge, and Coastal Storrnwater regulations. This
authorization certificate will expire 5 years from the date of this authorization unless reauthorized by this
Division of Water Quality.
This approval is only 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,.*' w owner must be given a copy of this Authorization Certificate and is thereby responsible for
cor `h all conditions. If total fills for this project (now or in the future) exceed one acre of
• near feet of stream, compensatory mitigation may be required as described in 15A
` For this approval to be valid, you must follow the conditions listed in the attached
'ditional conditions listed below.
-ompliance with all specifications governing the
ice of such Best Management Practices in order to
JNIT
Oddress)
Fairfield Harbour
Page 2 of 4
DWQ Project No. 02-0875
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.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
2. If land disturbance area is below the application threshold, for a Division of Land Resource (DLR) or a
DLR delegated program approved Erosion and Sedimentation Control Plan, then measures, construction
sequencing, and control practices must be installed such that sedimentation to waters is prevented.
Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, streams 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.
4. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan (issued by the Division of Land
Resources (DLR) or a DLR delegate local erosion and sedimentation control program) an NPDES General
stormwater permit (NCGO10000), administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction
projects that disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A
copy of this permit and monitoring report forms may be found at
http: //h2o. enr. state. nc. us/su/Forms_Documents. htm.
5. Vegetated Swales
All of the proposed vegetated swales must be maintained with a thick vegetative cover and be maintained
in full compliance with DWQ's Coastal Stormwater Regulations and Permits.
6. Construction Sequencing
The stormwater management facilities approved under this Authorization Certificate shall
and operational prior to connecting a outlet through the protected riparian buffers.
7. Operations and Maintenance
Fairfield Harbour
Page 3 of 4
DWQ Project No. 02-0875
The stormwater management facilities approved under this authorization must be maintained and
operated as proposed in the plans labeled Drainage Improvements Gondolier Peninsula Fairfield Harbor
Subdivision, Avolis Engineering, P.A., dated 3/19/04.
8. Weir elevations
One year after installation of each weir, the final elevation of the respective weirs must be surveyed
and confirmed to coincide to plans labeled Drainage Improvements Gondolier Peninsula Fairfield
Harbor Subdivision, Avolis Engineering, P.A., dated 3/19/04. A written report must be provided to
both this office at the letterhead address (Wetland Unit) and to the Washington Regional Office of the
Division of Water Quality, 943 Washington Square Mall, Washington, NC 27889. This report must
address your findings and detail any corrective efforts that are necessary. The report must be received
by DWQ within one year after the installation of each weir.
9. 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.
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.
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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. 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
subjec' --view as provided in Articles 3 and 4 of G.S. 150B.
T' '-tes the review of the Division of Water Quality under the Neuse riparian buffer
-scribed within 15A NCAC 2B .0233. If you have any questions, please telephone
'3-9646 or Danny Smith at 919-733-9716.
Sincerely,
Fairfield Harbour
Page 4 of 4
DWQ Project No. 02-0875
cc:
USACE Washington Regulatory Field Office
DWQ - Tom Steffens and Bill Moore, Washington Regional Office
DLR - Washington Regional Office
File Copy
Central Files
Larry Baldwin, Lower Neuse River Keeper
P.O. Box 15451, New Bern, NC 28561

DWQ # 02-0875

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WETLANDS/ 401 GROUP
APR 15 2004
WATER QUALITY SECTION
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Pre-Construction Notification (PCN) Application Form
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
hth2://www.saw.usace.ariny.mil/wetlands/Pen-n-gVI2.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 htip://www.saw.usace.amy.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 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 General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the intemet .should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is 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 page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. 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
hM://www.saw.usace.anny mil/wetlands/aWfinalFedReg.12df. 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 Buffer 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 htt2://h2o.ehnr.state.nc.us/newetlands/fees.html. 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
A-?
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
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
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
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
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]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit © Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
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: ? N/A
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: Fairfield Harbour Property Owners Association
Mailing Address:_902 Coral Reef Qaur
New Bern, NC 28560
Telephone Number: 252-66-5500 Fax Number: 252-635-2154
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: Avolis Engineering, P.A.
Company Affiliation:_ Consulting Engineer
Mailing Address: P.O. Box 15564
New Bern, NC 28561
Telephone Number: 252-633-0068 Fax Number: 252-633-6507
E-mail Address: avoliseng@11omnline, net
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 maybe 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: Drainage Improvements - Gondolier Peninsula,
Fairfield Harbour Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 02-028- o00
4. Location
County: Craven Nearest Town: New Bern
Subdivision name (include phase/lot number): Fai rfi el d uancatr
Directions to site (include road numbers, landmarks, etc.): See vi r-i ni ty map
5. Site coordinates, if available (UTM or Lat/Long):N 35° 04' 00" W 76° 55' 50"
(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): 311. 9 Acres (Gondolier Peninsula)
7. Nearest body of water (stream/river/sound/ocean/lake):_NorthwARt creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Gondolier Peninsula is developed into 704 to
single-family residential subdivision.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
See attached project description
11. Explain the purpose of the proposed work:
See attached
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.
State Stormwater Permit #SW7000518 issued - resubmission made - see attached.
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.
None
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
1. Provide a written description of the proposed impacts: No wetland impacts proposed.
2. Individually list wetland impacts below:
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***
N/A

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 htW://www.fema.itiov.
*** 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:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
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)
N/A

1 10L GQGll u1lpdGt separately ana maennty temporary impacts. impacts mciude, 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.mal2quest.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:
Open Water Impact
Site Number

(indicate on map)
Type ofImpact* Area of
Impact

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

(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

a iaL rawi uuYacL bcyaiaLciy anu iuenury temporary impacts. impacts include, but are not limited to: rill, 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): E] uplands F? stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):. N/A
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.
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.
Page 9 of 12
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
htW://h2o.enr.state.nc.us/ncwetlands/stnngide.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.
N/A
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 htt12://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): N/A
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):
Page 10 of 12
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 E] 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 F-I N/A
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 F-I N/A
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 )?
Yes 0 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 8 465 SF 3
2 4, 414 SF 1.5
Total 12,879 SF
inn' pcipcnuiumar irom near nanx or cnannel; Gone l 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.
See attached
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.
All sewage disposal is through central (public) sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes F-] No QX Prior violations remedied
Is this an after-the-fact permit application?
Yes F-1 No R
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).
See attached project discussion
Robert Nixon, President 6? 1 , '2e)Applicant/Agent's signature D to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
z::--A:
March 24, 2004
WETLANDS/ 401 GROUP
Mr. Bob Zarzecki APR 1 5 2004
NC Division of Water Quality WATER aUALITY SECT
401 Wetlands Certification Unit ION
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
Dear Bob:
Enclosed please find the following for the above-referenced project:
• PCN Application Form (7 Copies)
• Project Plans (7 Copies)
• . Project Calculations and Justification (7 Copies)
It is requested that approval for the requested impacts to the Neuse Riparian Buffer areas be
reviewed and approved at your earliest convenience.
Should you have any questions relating to this matter or need any additional information or
assistance, please do not hesitate to call.
Sincerely,
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Meuse River Foundatt"on, 1"nc.
P.O. Box 15451 • New Bern, NC 28561
[e-mail] • www.neuseriver.org
DOWNSTREAM
220 South Front Street
New Bern, NC 28560
252-637-7972
252-514-0051 Fax
UPSTREAM
112 South Blount Street
Raleigh, NC 27601
919-856-1180
919-856-1182 Fax
RIVERKEEPERS-
Lower Neuse,
Larry Baldwin
252-637-1970
[e-mail]
Upper Neuse,
Dean Naujoks
919-856-1180
[e-mail]
BOARD OF DIRECTORS
Natalie Baggett
Catherine Colvard
Richard Dove
Richard Goodwin
Jeffery Mann
Kellon McMillian
William Olah
Robert Overman
-Joseph Seigler
Michael Romaine
Ann Willms
?/9@R
Earth Share
OF NI,Rni ('.ARO i1:A
March 30, 2004
Mr. Bob Nixon, President
Fairfield Harbour Property Owners Association
902 Coral Reef Drive
New Bern, NC 28560
Dear Mr. Nixon,
It is our great pleasure to send you this letter in reference to the proposed
Stormwater Management Project being planned for the Fairfield Harbour
community. We have had the opportunity to review the proposed plans for the
Stormwater Management Project along with the Preconstruction Notification
Application and completed applications for the listed permits.
• Sedimentation Pollution Control
• Stormwater Management
• CAMA Minor Development
• Neuse Riparian Buffer Certification
Upon review, it is our determination that all appropriate permits are being
pursued. Furthermore, it is our belief that the proposed plans offer the best option
for dealing with the Stormwater in this portion of Fairfield Harbour in respect to
the potential for environmental impacts. The design and engineering has taken
into account all current regulations and rules regarding this type of project with
the protection of water quality in Northwest Creek as a major concern. This plan
puts to rest all of the Neuse River Foundation's environmental concerns
associated with previous noncompliant work.
So at this time, please accept this letter as an endorsement of the environmental
aspects of this project. We have appreciated the opportunity to be of assistance in
this matter and look forward to a long and beneficial relationship with the
Fairfield Harbour community.
Sincerely,
Larry Baldwin Bill Olah, President
Lower Neuse Riverkeeper® Neuse River Foundation
We Speak _Tor ?'he River!
0
I W
v -,V.
Meuse River FInc.
P.O. Box 15451 • New Bern, NC 28561
[e-mail] • www.neuseriver.org
DOWNSTREAM
220 South Front Street
New Bern, NC 28560
252-637-7972
252-514-0051 Fax
UPSTREAM
112 South Blount Street
Raleigh, NC 27601
919-856-1180
919-856-1182 Fax
RIVERKEEPERS-
Lower Neuse,
Larry Baldwin
252-637-1970
[e-mail]
Upper Neuse,
Dean Naujoks
919-856-1180
[e-mail]
BOARD OF DIRECTORS
Natalie Baggett
Catherine Colvard
Richard Dove
Richard Goodwin
Jeffery Mann
Kellon McMillian
William Olah
Robert Overman
Joseph Seigler
Michael Romaine
Ann Willms
MBABiN
Earth Share
)r NORM CAKOI WA
March 30, 2004
Mr. Bob Nixon, President
Fairfield Harbour Property Owners Association
902 Coral Reef Drive
New Bern, NC 28560
Dear Mr. Nixon,
It is our great pleasure to send you this letter in reference to the proposed
Stormwater Management Project being planned for the Fairfield Harbour
community. We have had the opportunity to review the proposed plans for the
Stormwater Management Project along with the Preconstruction Notification
Application and completed applications for the listed permits.
• Sedimentation Pollution Control
• Stormwater Management
• CAMA Minor Development
• Neuse Riparian Buffer Certification
Upon review, it is our determination that all appropriate permits are being
pursued. Furthermore, it is our belief that the proposed plans offer the best option
for dealing with the Stormwater in this portion of Fairfield Harbour in respect to
the potential for environmental impacts. The design and engineering has taken
into account all current regulations and rules regarding this type of project with
the protection of water quality in Northwest Creek as a major concern. This plan
puts to rest all of the Neuse River Foundation's environmental concerns
associated with previous noncompliant work.
So at this time, please accept this letter as an endorsement of the environmental
aspects of this project. We have appreciated the opportunity to be of assistance in
this matter and look forward to a long and beneficial relationship with the
Fairfield Harbour community.
Sincerely,
01
LZ-77 V-
Larry Baldwin
Lower Neuse Riverkeeper®
Bill Olah, President
Neuse River Foundation
We Speak For The River!
0
.'V %
PERMIT APPLICATIONS, CALCULATIONS
Drainage Improvements
Gondolier Peninsula
Fairfield Harbour Subdivision
Craven County, North Carolina
r-'t 1

Z77 AVOLIS ENGINEERING, P.A.
P.O. Box 15564 ? New Bern, NC 28561 ? [phone] ? [phone] Fax
-T- , w V
DRAINAGE IMPROVEMENTS
GONDOLIER PENINSULA l
Fairfield Harbour Subdivision
Craven County, North Carolina
Prepared For:
Fairfield Harbour Property Owners Association
902 Coral Reef Court
New Bern, North Carolina 28560
March 24, 2004

?FESS/p fvA 9,' ?;
i57^ 3
Z7'm AVOLIS ENGINEERING, P.A.
?1-, P.O. Box 15564 + New Bern, NC 28561 + Phone [phone]
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INDEX
DRAINAGE IMPROVEMENTS
GONDOLIER PENINSULA
FAIRFIELD HARBOUR SUBDIVISION
CRAVEN COUNTY, NORTH CAROLINA
Project Description and Background Tab A
Project Calculations Tab B
Erosion and Sedimentation Control Plan Tab C
Stormwater Management Plan Tab D
CAMA Minor Permit Application Tab E
Pre-Construction Notification Application (PCN) Tab F

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' DRAINAGE IMPROVEMENTS
' GONDOLIER PENINSULA
FAIRFIELD HARBOUR SUBDIVISION
CRAVEN COUNTY, NORTH CAROLINA
PROJECT DESCRIPTION
The proposed project includes the installation of a stormwater conveyance and treatment
system in the Gondolier Peninsula area of Fairfield Harbour Subdivision in Craven
' County, North Carolina. The proposed stormwater collection and treatment system will
consist of road side swales, common area swales, existing wetland treatment areas, outlet
weirs to control runoff rates, and vegetated outlet swales discharging to Northwest Creek.
' The project is proposed to improve the current critical flooding situation that exists in the
Gondolier Peninsula area. Nuisance flooding will also be eliminated as a result of the
proposed improvements. No other alternatives are available to remedy the drainage
' conditions on the Gondolier Peninsula.
The project covers a total area of 311.9 acres. A total of 704 individual residential lots
' were developed on the project area during the 1980's. All roads and lots presented on the
project plans are existing. At the time of the original development, an inadequate
drainage system was installed in the Gondolier Peninsula area. Natural drainage outlets
' that existed to the surrounding surface waters were filled for lots and the perimeter road
system was constructed with no allowance for the conveyance of stormwater from inland
areas to the surface waters. The project area has experienced significant flooding during
' normal rainfall events and most during recent hurricane events. With no natural or man-
made outlet areas present, surface water runoff from impermeable surfaces is

' accumulating in low lying wetland areas and depressions in upland areas. This project
calls for the installation of a drainage system to relieve the flooding conditions and to
provide for the conveyance and treatment of stormwater runoff.
' In order to properly execute the project, several permits are required. The following is a
list of permits being sought to execute the project:
' • Neuse Riparian Buffer Impact Permit
' • CAMA Minor Permit
• High Density Stormwater Management Permit
• Erosion and Sedimentation Control Permit
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The information outlined herein provides a clarification of the project purpose, the
history of stormwater treatment and prior activities on the Gondolier Peninsula, a specific
discussion of the proposed stormwater treatment and conveyance system, a summary of
the impacts to CAMA and riparian buffer areas and a discussion of the impact to
jurisdictional wetland areas. This information is provided to supplement that information
contained in the individual permit applications and presented on the project plans and
calculations.
PROJECT PURPOSE
The primary objective of the proposed drainage improvement project is to provide a
stormwater collection and treatment system in the Gondolier Peninsula area that will
convey and treat stormwater runoff and discharge that runoff to the adjacent surface
waters without having an adverse impact to the surface water quality. This drainage
system in many areas is nonexistent. At the time of the original construction of the
Gondolier Peninsula area in the 1980's, a limited drainage system was installed.
Gondolier Drive, the loop road encircling the Gondolier Peninsula was installed at an
elevation that prevented the natural movement of stormwater from the inland areas to the
surrounding surface waters. The existing perimeter road is acting as a dam to impound
surface water runoff occurring from the higher elevations of the Gondolier Peninsula.
The majority of the stormwater runoff is accumulating in the depressed uplands areas and
the wetland areas present on the site. Additionally, the existing wetland areas were filled
without regard to the existing natural drainage system.
The flooding that is being experienced in some areas of the Gondolier Peninsula
represents more than nuisance flooding.
PROJECT HISTORY
Several attempts have been made to design a stormwater treatment and conveyance
system for the Gondolier Peninsula. These prior design documents were reviewed as part
of the formulation of the proposed stormwater plan.
In 2001, implementation of one stormwater plan was undertaken by the Fairfield Harbour
Property Owners Association. A stormwater collector ditch was constructed. Clearing
and grubbing was completed associated with additional common area swales and
stormwater infrastructure. Seven vegetated outlets were established to discharge to
Northwest Creek. The construction that was undertaken was apparently accomplished
without approval from all regulatory agencies. As a result, the Fairfield Harbour
Property Owners Association was cited for violation of the Neuse Riparian Buffer Rules
and Stormwater Rules. Subsequent to the issuance of these Notice of Violations, the
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Fairfield Harbour POA filled the seven outlets to Northwest Creek and re-established
vegetation in the Neuse Riparian Buffer areas. The other infrastructures installed in 2001
was left intact. This infrastructure is proposed to be modified or utilized as part of the
proposed design.
Any violations and citations issued associated with the 2001 construction have been
remedied. The State of North Carolina issued a Coastal Stormwater permit
(SW7000518) in January 2001. This stormwater permit allowed the construction of a
stormwater treatment and conveyance plan as presented in the Robert Chiles, P.E.
Consulting Engineers Stormwater Management Plan. This stormwater permit required
that additional regulatory agencies be satisfied prior to implementation of the plan. The
existing Stormwater Permit will be modified to reflect the current proposed stormwater
system.
The proposed stormwater conveyance and treatment system was developed to comply
with the Rules of the permitting agencies for this project.
PROPOSED STORMWATER TREATMENT SYSTEM
The stormwater conveyance and treatment system proposed on the project plans is
intended to meet the primary objective of this project of relieving flooding conditions
that occur in the Gondolier Peninsula area. Additionally, the stormwater treatment and
conveyance system must comply with the regulatory requirements established in the
coastal stormwater regulations and the Neuse River Nutrients Reduction Strategy.
The stormwater system proposed includes the establishment of roadside vegetated swales
to collect stormwater runoff from the road and right-of-way areas and front lot areas that
can drain towards the right-of-way. Common area swales are proposed on POA owned
property to convey rear lot stormwater runoff. The majority of the stormwater runoff
from the nine sub-drainage basins on the Gondolier Peninsula will be directed to the
existing wetland areas located along the southern side of the Gondolier Peninsula.
Stormwater runoff will be treated in the vegetated swale system to reduce TSS prior to
discharging to the wetland areas. Overflow weir devices will be constructed near the
outlet of the wetland areas to control the elevation of water accumulation in the wetland
areas. A total of ten overflow weirs are proposed for the project area. These device will
prevent the water level in the natural wetland areas from reaching levels that will cause
excessive flooding in upland areas while ensuring that the water level in the wetland
areas is maintained at a level to protect the wetlands themselves. Additionally, the
overflow weirs will be constructed to ensure that the one-inch storm volume is retained
within the wetland area and discharged at a controlled rate between two to five days.
That runoff occurring from the overflow weirs will occur to vegetated swales which will
flow to one of seven vegetated outlets discharging to Northwest Creek.
3

' The Gondolier Peninsula is developed to a built-upon density of 25.3% built-upon area at
100% build out. The proposed stormwater system complies with the low density coastal
' stormwater regulations. However, realizing that restrictive covenants are not in place to
restrict built-upon areas, a high density stormwater permit is desired.
' The Neuse River Nutrient Reduction Strategy requires the reduction of nitrogen
exporting to the riparian buffer areas to be reduced by 30% under current regulations.
' The proposed stormwater collection system for the Gondolier Peninsula area will reduce
the total nitrogen exporting from the Gondolier Peninsula by in excess of this 30%
threshold.

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The Gondolier Peninsula area was surveyed and determined to consists of nine primary
drainage sub-basins. The extent of the sub-basins are outlined on the project plans.
Drainage sub-basin #I and #3 under the proposed plans discharge to areas other than the
surface waters of Northwest Creek. These drainage sub-basins do not discharge through
one of the proposed seven outlets to Northwest Creek. Drainage sub-basins #2 and #4
through #8 discharge to one of the seven proposed outlets to Northwest Creek. Drainage
basin #9 consists of those fringe areas outside the Gondolier perimeter road that cannot
be collected and routed through the stormwater collection and treatment system. Runoff
from these areas generally occurs in sheetflow action towards the adjacent surface
waters. Each of the drainage sub-basins is delineated on the project plans. Additionally,
the areas of each drainage sub-basin being conveyed through the stormwater collection
and treatment system is annotated as is that area of each sub-drainage basin discharging
directly to the outfalls with limited treatment.
NEUSE RIPARIAN BUFFER IMPACTS
Neuse Riparian Buffer areas are proposed to be impacted by the proposed construction.
Specifically, it is proposed that the 50' riparian buffer area located landward of the
coastal wetland line be impacted in order to construct the vegetated swales as delineated
on the project plans. A summary of the total impacts to the Zone 1 and Zone 2 areas of
the buffers is presented on the project plans. It is proposed that a total of 12,879 SF,
0.30 acres of buffer area be impacted.
The stormwater collection conveyance and treatment system proposed by this project will
provide the nutrient removal required by the Neuse Riparian Buffer Rules to allow
discharge through the buffer areas. Additionally, the velocity of discharges will be
maintained below erosive forces and will be diffused where possible.
4

WETLAND IMPACTS
' A wetland delineation was completed on the entire Gondolier Peninsula as a part of the
design of this project. A total of 28.25 acres of wetlands were delineated. The U.S.
' Army Corps of Engineers visited the site and confirmed the wetland delineation. The
wetland delineation was surveyed and mapped. The extent of the delineation is presented
on the project plans.
' It is proposed that no impacts to wetland areas occur to accomplish the proposed
construction. It is proposed that the depth of accumulation of water in the wetland areas
' be controlled through the installation of overflow weirs. Generally, the overflow weirs
will be installed at an elevation that will ensure that the wetland areas remain saturated
but not flooded. Presently, stormwater runoff accumulates in the wetland areas reaching
' depths of three to four feet in some areas. The outlet weir elevations were established to
ensure that water continued to be impounded at or near the wetland surface.
' The natural wetland areas will be utilized to treat stormwater runoff from the upland
areas of the Gondolier Peninsula. Roadside swales and common area swales are
proposed that will route stormwater runoff to the natural wetland areas. Stormwater
' runoff will be allowed to naturally traverse the wetland areas and will discharge through
the overflow weirs. The stormwater runoff will be treated in vegetated swales prior to
entering the natural wetland areas.
'
The overflow weirs are designed to ensure the retention of the one-inch storm volume in
the wetland areas to be discharged of a period between two to five days. Any runoff
' occurring to the wetlands in excess of the one-inch storm volume will discharge over the
overflow weir. The one-inch storm rise was calculated for the modified wetland area.
The modified wetland area assumes that 0.10 acres of wetlands will be impacted on all
' lots that have wetlands present. This assumption provides a conservative design.
t The wetlands present on the individual lots on the Gondolier Peninsula may qualify to be
impacted upon the issuance of U.S. Army Corps of Engineers and Division of Water
Quality permits. Under today's rules, one-tenth of an acre could possibly be impacted on
each residential lot. In order to ensure a conservative design, it was assumed that 0.1
' acres of wetlands on each individual lot would be impacted. The remaining wetland
areas, much smaller that which exists today, was assumed to be available to store the
' one-inch storm volume. Sheet C3 of the project plans delineates the approximate
wetlands that would remain after 0.1 acres of existing wetlands was impacted on each
individual lot. The stormwater collection treatment and conveyance system was designed
' to ensure continuity of the fragmented and pocketed wetland areas that may result if the
0.1 acre wetland impact is allowed on each lot.

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Figure 2a: Method 1 for Quantifying TN Export from Residential Developments when
Building and Driveway Footprints are Not Shown
Step 1: Determine area for each type of land use and enter in Column (2).
Step 2: Total the areas for each type of land use and enter at the bottom of Column (2).
Step 3: Determine the TN exportcoefficient associated with right-of-way using Graph 1.
Step 4: Determine the TN export coefficient associated with lots using Graph 2.
Step 5: Multiply the areas in Column (2) by the TN export coefficients in Column (3) and enter
in Column (4).
Step 6: Total the TN exports for each type of land use and enter at the bottom of Column (4).
Step 7: Determine the export coefficient for site by dividing the total TN export from uses at the
bottom of Column (4) by the total area at the bottom of Column (2).
(1) (2) (3) (4)
Type of Land Cover Area TN export coeff. TN export from use
(acres) (lbstac/ r) (lbslyr)
Permanently protected undisturbed 0.6
open space (forest, unmown meadow)
Permanently protected managed 1.2
open space (grass, landscaping, etc.)
Right-of-way (read TN export from
Graph 1)
Lots read TN export from Graph 2
TOTAL
Graph 1: Total Nitrogen Export from Right-of-Way
25.0
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? 20.0 (g O? = ?? /D
a 15.0
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W1
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0% 20% 3S7oQ% 60% 80% 100%
Percentage of Right-of-Way that is Pavement
120% 1
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Graph 2: Total Nitrogen Export from Lots
Total Nitrogen Export from Lots
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Number of DwelUng Units per Akre
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FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land-disturbing activity on one or more acres as covered by the Act before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, NC Department of Environment, and Natural Resources. (Please type or print and, if question is not
applicable, place N/ A in the blank).
Project Name Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivisi
Location of land-disturbing activity: County Craven
City or Township New Bern and Highway/Street
Approximate date land-disturbing activity will be commenced: May 1 , 2004
Purpose of development (residential, commercial, industrial, etc.): Residential
Total acreage disturbed or uncovered (including off-site borrow and waste areas):
39,05 Acres.
Part A.
1.
2.
3.
4.
5.
6.
7.
8.
9.
Amount of fee enclosed S 2, 000.00
Has an erosion and sedimentation control plan been filed? Yes X No
Enclosed X
Person to contact should sediment control issues arise during land-disturbing activity.
Name RObert Nixon Telephone [phone]
Landowner(s) of Record (Use blank page to list additional owners):
Fairfield Harbour Property Owners Association
Name(s)
902 Coral Reef Court:.
Current Mailing Address Current Street Address
New Bern NC 28560
' City State Zip City State Zip
10. Recorded in Deed Book No. 1747 Page No. 937
' Part B.
Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use a blank page to list
additional persons or firms):
' Fairfield Harbour Property Owners Association
Name of Person(s) or Firm(s)
' 902 Coral Reef Court
Current Mailing Address Current Street Address
' New Bern NC 28560
City State Zip City State Zip
Telephone [phone] Telephone
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Z ZL% . ?:: ? AVOLIS ENGINEERING, P.A.
1 P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 24, 2004
Mr. Pat McClain, P.E.
NCDENR - Land Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
Dear Pat:
Enclosed please find the following for the above-referenced project:
• Project Erosion Control Plan (3 Copies)
• Financial Responsibility Form (Original and Two Copies)
• Project Plans (Three Sets)
• $2,000.00 Permit Fee
It is requested that the enclosed application be reviewed and approved at your earliest
convenience. Should you have any questions or need any additional information or assistance,
please do not hesitate to call.

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2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of a
North Carolina Agent.
Name
Mailing Address
Street Address
City State ip
Telephone
City State Zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
' Name of Registered Agent
' Mailing Address Street Address
City State Zip City State Zip
' Telephone
Telephone
' The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. (This form must be signed by the financially responsible person if an individual or his attorney-
in-fact or if not an individual by an officer, director, partner, or registered agent with authority to execute
' instruments for the financially responsible person). I agree to provide corrected information should there be
any change in the information provided herein.
' Robert Nixon President
Type R_??
nt am
e Title oAuthority
SignaDate ( ?-C
' I, -C QI'4' &a?e_ C4e'f , a Notary Public of the County of ?t Z1?V _
State of North Carolina, hereby certify that q-P j
' appeared personally before me this day and being duly sworn acknowled"ged that a above form was
executed by him. C
i
' Witness my hand and notarial seal, this day of? z
is-
tai 0
Notary rt'f?TA
L/cY
1,0
Seal My commission expires 3 ` O COCRP
UNrN
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EROSION AND SEDIMENTATION CONTROL PLAN
DRAINAGE IMPROVEMENTS
GONDOLIER PENINSULA
FAIRFIELD HARBOUR SUBDIVISION
CRAVEN COUNTY, NORTH CAROLINA
Prepared for:
Fairfield Harbour Property Owners Association
902 Coral Reef Court
New Bern, NC 28560
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone] Fax
March 24, 2004
----9
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TABLE OF CONTENTS
1.0 Project Description .............................................................
.
1
..
............................................. .
2.0 Site Description .........................................................
. 2
.
.........................................................
3.0 Adjacent Property ............................................................................................................... 2
4.0 Soils ......................................................................................................................................3
5.0 Planned Erosion and Sedimentation Control Practices ....................................................3
6.0 Schedule of Erosion and Sedimentation Control Activities ............................................4
7.0 Maintenance Plan ................................................................................................................4
8.0 Vegetative Seeding ...............................................................................................................4
APPENDICES
Appendix A Calculations
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1.0 PROJECT DESCRIPTION
This project consists of constructing drainage improvements on the Gondolier Peninsula area of
Fairfield Harbour Subdivision located in Craven County, North Carolina. Fairfield Harbour
Subdivision was developed primarily during the 1970's and 1980's. The Gondolier Peninsula,
covering a total area of approximately 311.9 acres, was developed during primarily during the
1980's as single-family residential lots. At the time of construction, an inadequate drainage
system was installed throughout the Gondolier Peninsula area to properly transport stormwater
runoff from the residential lots and roadway system. This project includes the construction of a
primary drainage system throughout the Gondolier Peninsula area to transport stormwater runoff.
The project includes the construction of road side swales, common area swales, overflow weir
devices and seven vegetated outfalls to Northwest Creek.
Concurrent with the submission of this Erosion and Sedimentation Control Plan, the following
permit approvals are being sought for this project:
• Neuse Riparian Buffer Impact Permit
• Low Density Stormwater Management Permit
' CAMA Minor Permit
' The permit applications outlined above has been submitted to the appropriate agencies for
review and approval concurrent with the submission of this Erosion and Sedimentation Control
Plan.
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A wetland delineation has been completed on the Gondolier Peninsula. No wetlands will be
disturbed or impacted as a result of the proposed drainage improvements. Neuse Riparian Buffer
areas will be disturbed in order to establish the seven outlets delineated on the project plans. A
Pre-Construction Notification permit has been submitted to the Division of Water Quality for the
riparian buffer impact presented on the project plans. The 75' CAMA Area of Environmental
Concern (AEC) will be disturbed in order to establish the seven outfall swales presented on the
project plans. A CAMA Minor permit application has been submitted to address the proposed
impacts.
The drainage and stormwater control system presented on the project plans provides the
infrastructure needed to transport stormwater runoff from the residential lots to the outfall areas.
Treatment is provided within the drainage system in the form of vegetated swales, natural
wetlands, controlled outlet structures and vegetated outlets.

' It is proposed that a total of 39.05 acres of land be disturbed to make the improvement under this
project. The total disturbed area is broken down as follows:
' • Road Side Swale Construction 34.99 acres
• Common Area Swales 3.58 acres
' • Outlet Swales 0.48 acres
' A permit fee in the amount of $2,000.00 is included with this permit application associated with
40.0 acres of proposed disturbance.
' 2.0 SITE DESCRIPTION
' The subject property covers a total area of 311.9 acres and is known as the Gondolier Peninsula
area of Fairfield Harbour Subdivision. The residential lots in this area of Fairfield Harbour were
developed primarily during the 1980's. Of the 704 lots located within the Gondolier Peninsula
' area, approximately 60% are developed with residential dwellings. Common area amenities
include tennis courts and picnic areas. A wetland delineation was completed as a part of this
project. The delineated wetlands are present on the project plans.
' The Gondolier Peninsula area is surrounded on three sides by water. Drainage generally occurs
towards these surface water. Approximately 5' of topographic relief exists in an easterly to
westerly direction on the Gondolier Peninsula. The existing perimeter road in the Gondolier
Peninsula area was constructed to an elevation that impedes the natural flow of stormwater
runoff. Additionally, natural outlet areas were altered and no man-made outlet areas were
' established. The purpose of this project is to re-establish surface water runoff from the
developed residential lots to the surface waters.
' The majority of the common areas and undeveloped lots on the Gondolier Peninsula area are
covered with timber vegetation.
' 3.0 ADJACENT PROPERTY
' The subject property is abutted along its northern side by vacant timberland. The subject
property is abutted along its eastern, western and southern sides by surface waters.
' One objective of this project is not to impact the surface waters surrounding the Gondolier
Peninsula area. The stormwater management system presented on the project plans provides the
' nutrient removal and total suspended solid (TSS) removal need to meet the thresholds required
by the various Rules.
The erosion control devices presented on the project plans will prevent the transportation of
' scum-ienL to the wetland or surface water areas.
2

4.0 SOILS
' The Craven County Soils Survey was consulted to reveal the primary soil types present on the
subject property. Hydric soil types were indicated to be presented over the lower lying areas of
the Gondolier Peninsula area. The higher elevations of the Gondolier Peninsula area were
' indicated to consists primarily of sandy clay loam to sandy loam soils.
Permeability of each of the soil types present on the Gondolier Peninsula areas are indicated to
' have a "slight" erosion hazard based upon conditions presented in Table 7.
' The drainage swales proposed under the subject property will generally be constructed at slopes
less than 0.5% due to the limited topographic relief available across the Gondolier Peninsula
area. This low slope condition will decrease the likelihood that erosive velocities will occur.
5.0 PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
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Erosion and Sedimentation Control practices to be utilized on the project includes: Land
Grading, Grassing, Surface Preparation, Dust Control, Mulching, Silt Fencing and Check Dams.
Construction details and specifications for each planned erosion control device are included on
the project plans and are described in this Erosion Control Plan. This Erosion Control Plan will
become a part of the construction documents.
5.1 Land Grading
Land Grading will be required on a total of 39.05 acres of the subject property. The
limits of construction are shown on the project plans. Light to moderate grading will
occur on the subject property to establish the grades indicated.
Any material needed to reach the required grades will be obtained from a mining facility
which is properly permitted through the North Carolina Department of Environment and
Natural Resources's Land Quality Section.
All exposed slopes will be graded 3:1 or flatter and will be fine graded immediately after
rough grading. Exposed soil surfaces will be disced, vegetated and mulched according to
the vegetation plan in order to produce stabilized surfaces.
5.2 Grassing
The areas disturbed by this project will be stabilized with grass as specified on the project
plans. Disturbed areas will be reseeded as necessary to establish an adequate stand of
vegetation. Outlet swales # 1 through #7 will be vegetated with sod.
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5.3 Surface Preparation
All cut and fill slope surfaces will be lightly roughened by discing prior to vegetating.
The surfaces of the slopes will be left in a loose condition and grooved on the contour.
5.4 Surface Stabilization
Surface stabilization will be accomplished with vegetation and mulching as specified in
the vegetation plan.
5.5 Dust Control
Dust will be controlled on the site by sprinkling should excessive dust be generated
during the course of construction.
5.6 Silt Fencing
Silt fencing will be utilized along the edge of wetland areas and surface waters to prevent
any transportation of sediment to wetlands or surface waters during construction.
5.9 Check Dams
Check dams will be constructed in vegetated swales as shown on the project plans to trap
any sediment transported to the swale system.
6.0 SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
A schedule of erosion control activities is included on the project plans.
7.0 MAINTENANCE PLAN
A maintenance plan for erosion control practices is included on the project plans.
8.0 VEGETATIVE SEEDING
Included on the project plans is the vegetative seeding schedule for the project.
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March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. Bill Moore
Environmental Engineer
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
Stormwater Permit No. SW7000518
AE Project No. 03090
Dear Bill:
Enclosed please find the following for the above-referenced project:
• Stormwater Permit Application and Low Density Supplement
(Original and One Copy)
• Stormwater Calculations (Two Copies)
• Project Plans (Two Copies)
• $420 Permit Fee
It is requested that the existing stormwater permit be modified to reflect the stormwater
collection, conveyance and treatment system proposed on the attached plans.
Should you have any questions relating to this matter or need any additional information or
assistance, please do not hesitate to call.
Sincerely,
i
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Fairfield Harbour Property Owners Association.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert Nixon, President
' 3. Mailing Address for person listed in item 2 abov
e:
902 Coral Reef Drive
' City: New Bern State: NC
Zip:
28560
Telephone Number: 252 ) 633-5500
4. Project Name (subdivision, facility, or establishment name - should be consistent with
specifications, letters, operation and mainten project name on plans,
ance agreements, etc.):
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision

5. Location of Project (street address):
' Broad Creek Road
City: New Bern County: Craven
' 6. Directions to project (from nearest major intersection):
_NC Highway 55 East to Broad Creek Road, Go to d to entran ce t

Fairfield Harbour Subdivision ry
' 7 L
°
'
"
. atitude: N 35
04
00
Longitude* --k 76° 55' 50"
of project
' 8. Contact person who can answer questions about the project
Name: Robert Nixon Telephone Number: ( 252 ) 633-5500
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New
Renewal
X Modification
Form SWU-I01 Version 3.99 . Page I of 4
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
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2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW7000518 and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
X Neuse Riparian Buffer Impact
InTormation on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater \vill be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
See attached stormwater narrative
2. Stormwater runoff from this project drains to the
3. Total Project Area: 311.9 acres
5. How many drainage areas does the project have? 9
6. Complete the following information for each drainage area. If there are more than two drainage
project, attach an additional sheet with the information for each area provided in the same format s below.e
'
Basin Information
Receiving Stream Name
' Receiving Stream Class
Drainage Area
' Existing Impervious* Area
Proposed Impervious`Area
°.o Impen-ious` Area (total)

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Impervious` Surface Area
On-site Buildings
On-site Streets
On-site Parking
On-site Sidewalks
Other on-site
Off-site
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Drainage Area 1
18.87 AC
4.77 AC
25.3%
Drainage Area 1
3.62 AC (19.17%)
1.06 AC ( 5.61%)
0.09 AC (0.50%
Neuse River basin.
4. Project Built Upon Area: 25.3 90
Drainage Area 2
Northwest Creek
20.49 AC
-518 AC
25.3%
Drainage Area 2
3.93 AC
1.15 AC
D.102 AC
I Total: 4.77 AC (25.3%) Total: 5.18 AC (25.3%)
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4
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2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (chec}: one);
Low Density High Densitv pedi Melon _ n
- r _.......a Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major -Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided siurnA? ater VVIII he treated. ,+iso attacn a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the
River basin.
' 3. Total Project Area: acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
' B
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ormation Drainage Area .3 Drainage Area 4
Receiving Stream Name

R Northwest Creek Northwest Creek
eceiving Stream Class
'
Drainage Area
7.61 AC 24.57 AC
Existin
Im
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*
' g
perv
ous
Area
Proposed Im
e
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* 1.93 AC 6.21 AC
p
rv
ous
Area -
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°b Im
ervio
` A
p
us
rea (total) 25.3% 25.3%
25.30
' f
A
ur
ace
rea Drainage Area •3- Drainage Area 4
ffOn-site
ngs
146 A
C
4.71 AC
043 AC
'
On-site Parking 1.38 AC
_
On-site Sidewalks
Other on-site
' 0.04 AC
0
12 AC
Off-site .

T
otal: 1.93 AC Total: 6.21 AC
Impervious area is defined as
sidewalks
ravel the built upon area including, but not limited to, buildings, roads, parking areas,
, g
areas, etc.
' Form SWU-101 Version 3.99
Page 2 of 4

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2. If this application is being submitted as the result of a renewal or modification loan existing permit, list the
' existing permit number and its issue date (if known)
3. Specify the type of project (check one):
' Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
' _CAMA Major -Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
' 1-877-623-6748.
III. PROJECT INFORMATION
' 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
' 2. Stormwater runoff from this project drains to the River basin.
' 3. Total Project Area: acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.

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Basin Information Drainage Area 5 Drainage Area 6
Receiving Stream Name Northwest Creek Northwest Creek
Receiving Stream Class
Drainage Area 6.10 AC 53.50 PC
Existing Impervious" Area 1.54 AC 13.53 AC
Proposed Impervious"Area ----- -----
% Impervious" Area (total) 25.3% 25.3%
Impervious' Surface Area Drainage Area 5 Drainage Area 6
On-site Buildings 1.17 AC 10.26 AC
On-site Streets 0.34 AC 3.00 AC
On-site Parking ----- -----
On-site Sidewalks
Other on-site 0.03 AC 0.27 AC
Off-site
Total: 1 54 AC Total: 13.53 AC
-UJ of ca 1a UG11iWU as LI,e UUM upon area incluomg, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
' Form SWU-101 Version 3.99 Page 2 of 4
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2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major -Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. How many drainage areas does the project have?.
River basin.
4. Project Built Upon Area:
%
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Receiving Stream Name Drainage Area 7
Northwest Creek Drainage Area 8
Northwest Creek
Receiving Stream Class
Drainage Area 24.12 AC 63.72 AC
Existing Impervious* Area 6.09 AC 16.11 AC
Proposed Impervious*Area _____ -----
% Impervious* Area (total) 25.3% 25.3%
Impervious* Surface Area Drainage Area 7 Drainage Area 8
On-site Buildings 4.62 AC 12.22 AC
On-site Streets 1 .35 AC 3.57 AC
On-site Parking
On-site Sidewalks
Other on-site
Off-site 0.12 AC 0.32 AC

*?-- Total: 6.09 AC Total: 16.11 AC
-•••r?• • ..1 Ica .? cleu UJ tile UU111. upon area inciuaing, out not limited to, buildings, roads, parking areas,
sidewalks, gravel ereas, etc.
Form SWU-101 Version 3.99
Page 2 of 4
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2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major -Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the
River basin.
' 3. Total Project Area: acres
5. How many drainage areas does the project have?
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4. Project Built Upon Area:
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 9 Wring Areas) Drainage Area
Receiving Stream Name Northwest Creek
Receiving Stream Class
Drainage Area 92.92 AC
Existing Impervious` Area 23.48 AC
Proposed Impervious'Area -----
% Impervious* Area (total) 25.3%
Impervious* Surface Area Drainage Area Drainage Area
On-site Buildings 17.81 AC
On-site Streets 5.21 AC
On-site Parking -----
On-site Sidewalks
Other on-site 0.46 AC
Off-site
Total: 23.48AC Total:
-•• r . •.? .? u? u ., u?...u a? u,c uupur, area mciuamg, our not llmned to, buildings, roads, parking areas,
sidewalks, gravel ereas, etc.
Form SWU-101 Version 3.99
Page 2 of 4

' 7. How was the off-site impervious area listed above derived? None
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.

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1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 3,700 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in.a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
I Form SVJU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed b the Division of Water
Quality complete package includes all of the items listed below. The complete application package should bf eWQ)
' submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
' Orifinal and one co Ini als
g py of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
' • Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
North arrow
' -Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
' Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
' If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern State: NC Zip: 28561
t Phone: ( 252 ) 633-0068 Fax: 252 ) 633-6507
' VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Robert Nixon
' certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1060-7)

Robert Nixon, Presid6nt
Fairfield Harbour Property Owners Association
Date: +:21( 2a )q

Form SWU-101 Version 3.99
Page 4 of 4

' Permit No.
(to be provided by DYYQ
State of North Carolina
' Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
' This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
' runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H. 1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H. 1005 through .1007.
' I. PROJECT INFORMATION
' Project Name: Drainage Improvements - Gondolier Peninsula Fairfield Harbour Subdivision
Contact Person: Robert Nixon Phone Number: (252 ) 633-5500
t Number of Lots: 704 Allowable Built Upon Area Per Lot*: 3,700 SF
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA

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See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99
Page 1 of 2

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Calculation:
f 5A x DF) - RA - OA = BUA
No. Lots Lot
(311.9 * .253) - 17.49 - 1.57/704 = 0.0850 AC/Lot
= 3,700 SF/Lot
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicant Initials
' a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
' N/A b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
' c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
' [15A NCAC 2H. 1007(2)(b)]

Form SWU-104 Rev 3.99 Page 2 of 2
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AVOLIS ENGINEERING, P.A.
Z] P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 24, 2004
Mr. Ted Tydnall
NCDENR - Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
RE: Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
Dear Ted:
Enclosed please find the following for the above-referenced project:
• CAMA Minor Permit Application (Original and One Copy)
• One Set of Full Size Review Plans
• Adjacent Riparian Owner's Notification Statements
• $100.00 Permit Fee
A Neuse Riparian Buffer permit application has been forwarded to the Division of Water Quality
for approval.
State Stormwater and Erosion Control permit packages have been sent to NCDENR for review
and approval.
It is requested that the CAMA permit application be reviewed and approved at your earliest
convenience.
Should you have any questions relating to this permit, please do not hesitate to call.
Sincerely,
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APPLICATION FOR
F
D
E.-.V,,.;."-E-- L01
a? .
J ;.
.L 1:J.1 1V-111
In 1974, the North Carolina GeneralAssembly passed
tFie CoastalFArea Ma"nagement Ac an cA"set the stage for,
guiding development in the fragile arid- productive areas
which border the state's sounds and oceanfront. Along
with requiring special care by those who buiId`arid
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Coastal Resources Commission
Division of Coastal Management

develop, the General Assembly directed the Coastal
Resources Commission (CRC) to implement clear regula-
tions whicli,minimize the burden on the applicant.
This application for a tumor development perrut}under
CAMA is part of the Commissions effort to meet the
spirit and intent of the General Assembly. It has been
designed to be straightforward and require no more ,
time'or effort necessary froi4;the applicant Please go
over`this folder with the Local Permit Officer (LPO) for
the locality in which you plan to build to be certain that
you understand what information he or she needs.
Under CAMA regulations, the minor permit is to be
issued within25 days once a complete application is in
hand. Often less`time is needed if the project is simple.
The process generally takes about 18 days. You can
speed the approval process by making certain that your
applicati on is complete and signed, that your drawing
meets the specifications given inside and that your
application fee is attached.
Other permits are sometimes required for development
in the coastal area: While these are not CAMA-related,
we urge you to check with the Local Permit Officer to
determine which of these you-may . need -A:lis'ting is
,r ....:.
included on.page2 otus folder _
We appreciate your cooperation with the North
Carolina Coastal Management Program and your
willingness to build in a way which protects the
resources of our beautiful and productive coast.
CAMA
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City New Bern State NC Zip 28560 Phone [phone]
' AUTHORIZED AGENT
' Name Avolis Engineering, P.A.
Address P.O. Box 15564

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Locality Permit Number
GENERAL INFORMATION
LAND OWNER
Name Fairfield Harbour Property Owners Association
Address 902 Coral Reef Court
City New Bern
State NC Zip 28561 Phone [phone]
LOCATION OF PROJECT Fairfield Harbour Subdivision, Northwest Creek
(If not oceanfront, is waterbody natural or manmade?) Natural
DESCRIPTION OF PROJECT Drainage Improvements - Gondoloier Peninsula -Excavate
(7) Outlet Swales to Northwest Creek through 75' AEC
AREAS OF ENVIRONMENTAL CONCERN (AEC) CLASSIFICATION
(To be filled in by the Local Permit Officer prior to completing application.)
Ocean Hazard
PROPOSED USE
X Estuarine Shoreline
X Residential Commercial/Industrial
Other
' SQUARE FOOTAGE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR
BUILT-UPON SURFACES (such as driveways, etc.) within 75 feet of the shoreline (575 feet
of an ORW shoreline) None - No Existing/New Impermeable Surfaces
SQUARE FOOTAGE OF TOTAL FLOOR AREA OF BUILDING N/A
SQUARE FOOTAGE OF SITE 311 Acres, 704 Lots

OTHER PERMITS MAY BE REQUIRED
The activity you are planning may require
permits other than the CAMA minor
development permit. As a service we have
compiled a listing of the kinds of permits that
might be required. We suggest you check
over the list with your LPO to determine if
any of these apply to your project.
ORW Shoreline
Other
Zoning, Drinking Water Well, Septic Tank
(or other sanitary waste treatment system),
Burning, Electrical, Plumbing, Heating and
Air Conditioning, Insulation and Energy
Conservation, FIA Certification, Sand Dune,
Sediment Control, Subdivision Approval,
Mobile Home Park Approval, Highway
Connection, and others.
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STATEMENT OF OWNERSHIP
?. -he undersigned, an applicant for a CAMA minor development permit being either the owner of property in
EC or a person authorized to act as an agent for purposes of applying for a CAMA minor development
ermit, certify that the person listed as landowner on this application has a significant interest in the real
Property described therein. This interest can be described as: (check one)
Fairfield Harbour property
x an owner or record title, Title is vested in owners Association , see Deed Book 1747 ,
page 937 in the Craven County Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
if other interest, such as written contact or lease, explain below or use a se arate she
application. p et and attach to this
LIFICATION
OF ADJACENT PROPERTY OWNERS
urthermore certify that the following persons are owners of properties adjoining this property. I affirm that I
e given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for
vAMA permit.
.
(Name) (Address)
See Attached
:OR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
knowledge that the land owner is aware that the proposed development is planned for an area which may
susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the
)articular hazard problems associated with this lot. This explanation was accompanied by recommendations
cernmg stabilization and floodproofing techniques.
RMISSION TO ENTER ON LAND
rthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer
his agents to enter on the aforementioned lands in connection with evaluating information related to this
ermit application.
s application includes: general information (this form), a site drawing as described on the back of this ap-
ation, the ownership statement, the AEC hazard notice where necessary, a check for $50.00 made payable to
ie locality, and any information as may be provided orally by the applicant. The details of the application as
cribed by these sources are incorporated without reference in any permit which may be issued. Deviation
these details will constitute a violation of any permit. Any person developing in an AEC without a per-
is subject to civil, criminal and inistrative action.
s the S?day of W 2
T
Bert Nixon President
(ga_
' Land owner or perso authorized to act as his agent
for purposes of filing a CAMA permit application.
Fairfield Harbour Property Owners Association
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SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor develop-
ment permit. The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you,
if requested.
PHYSICAL DIMENSIONS
' X label roads
X label highways right of ways
' x_ label local setback lines
X label any and all structures and driveways currently existing on property
PHYSICAL CHARACTERISTICS
' X draw and label mean high water mark
_NM draw location of on-site wastewater system
' If you will be working in the ocean hazard area:
N/A draw and label dune ridges (note height)
draw and label toe of dune
identify and locate first line of stable vegetation
' draw and label setback line under CAMA
draw and label topographical features (optional)
If you will be working in an estuarine shoreline area:
' X draw and label landward limit of AEC
X describe terrain (slope)

DEVELOPMENT PLANS
X draw and label areas that will be disturbed
N/A if a house is to be placed on lot, describe location of house
N/A note size of piling and depth to be placed in ground
X draw and label all areas to be paved or graveled
?_ describe composition of surface
note and list fully all trees and vegetation to be removed or relocated
X show landscaping

NOTE TO APPLICANT
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Have you:
*completed all blanks and/or indicated if not applicable?
*notified and listed adjacent property owners?
*included your site drawing?
*signed both application and statement of ownership?
*enclosed the IWO fee?
*completed an AEC Hazard Notice, if necessary?
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FOR STAFF USE
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Site Notice Posted Final Inspection Fee Received
Site Inspections

Date of Action: Issued Exempted Denied Appeal Deadline (20 days)

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SUMMARY OF ADJACENT RIPARIAN PROPERTY OWNERS
Outlet # Lot # Adjacent Riparian Property Owners/Addresses
1 5112 Peter Conzelman
5112 Bucco Reef Road
New Bern, NC 28560
1 5114 Stanton Coerr
6507 Old NC 86
Chapel Hill, NC 27510
2 5120 William Kayal
1867 Preakness Place
Belmar, NJ 07719
2 5122 James Miller
905 Waynewood Boulevard
Alexandria, VA 22308
3 5212 Chester Marks
5212 Bucco Reef Road
New Bern, NC 28560
3 5214 Karl Gunsser
5214 Bucco Reef Road
New Bern, NC 28560
4 5320 James Miller
5320 Trade Winds Road
New Bern, NC 28560
4 5405 Kathleen Rodgers
560 Washington Post Road
New Bern, NC 28560
4 5406 Robert Yalden Swale on This Lot
5406 Trade Winds Road
New Bern, NC 28560
5 5512 Theodore Lagerfeld
5512 Gondolier Drive
New Bern, NC 28560
5 5514 Robert Murphy
708 East Lake Road
Penn Yan, NY '14527
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Outlet # Lot # Adjacent Riparian Property Owners/Addresses
6 5604 Alvin Sousa
5 Lawrence Street
Bloomfield, NJ 07003
6 5606 James Pollock
5606 Gondolier Drive
New Bern, NC 28560
7 5632 Edward Sanderson
44640 Sallow Ford Court
Tall Timbers, MD 20690
7 5636 William Turner
5636 Gondolier Drive
New Bern, NC 28560
7 5634 Behrooz Naderi
P.O. Box 2261
Chapel Hill, NC 27515
Swale on This Lot

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March 24, 2004
AVOLIS ENGINEERING, P.A.
P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. Alvin Sousa
5 Lawrence Street
Bloomfield, NJ 07003
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Sousa:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

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Kevin Avolis, P.E.
Vice-President
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March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. James Pollock
5606 Gondolier Drive
New Bern, NC 28560
RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour SUbdivision
AE Project No. 03090
Dear Mr. Pollock:
Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E.
Vice-President

March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O, Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. Edward Sanderson
44640 Sallow Ford Court
Tall Timbers, MD 20690
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Sanderson:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
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Kevin Avolis, P.E.
Vice-President

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March 24, 2004
Mr. William Turner
5636 Gondolier Drive
New Bern, NC 28560
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Turner:
' Enclosed please find a copy of the above-reference permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
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Kevin Avolis, P.E.
Vice-President
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March 24, 2004
Behrooz Naderi
P.O. Box 2261
Chapel Hill, NC 27515
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03,090
' Dear Behrooz Naderi:
Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed within the easement area on your
property. It is proposed that the outlet swales that were previously established and later blocked
to eliminate discharge to Northwest Creek be re-established. We are seeking proper approvals to
complete this work now. Please direct any comments you may have relative to this proposed
action to me or Mr. Ted Tyndall, CAMA Permitting Office at the following address:
Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E.
Vice-President
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A,VOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
' March 24, 2004
Mr. Peter Conzelman
' 5112 Bucco Reef Road
New Bern, NC 28560
t RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Conzelman:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
I
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Kevin Avolis, P.E.
Vice-President

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March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 - [phone]
Mr. Stanton Coerr
6507 Old NC 86
Chapel Hill, NC 27510
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Coerr:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
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Kevin Avolis, P.E.
Vice-President

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March 24, 2004
Mr. William Kayal
1867 Preakness Place
Belmar, NJ 07719
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Kayal:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
1 Sincerely,

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Kevin Avolis, P.E.
Vice-President
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AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 24, 2004
Mr. James Miller
905 Waynewood Boulevard
Alexandria, VA 22308
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Miller:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
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Kevin Avolis, P.E.
Vice-President

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March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. Chester Marks
5212 Bucco Reef Road
New Bern, NC 28560
' RE: CAMA Pen-nit
Drainage Improvements -Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Marks:
Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

u

Kevin Avolis, P.E.
Vice-President

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AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 - [phone]
' March 24, 2004
Mr. Karl Gunsser
' 5214 Bucco Reef Road
New Bern, NC 28560
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
Dear Mr. Gunsser:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

r

Kevin Avolis, P.E.
Vice-President
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AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]

t March 24, 2004
Mr. James Miller
5320 Trade Winds Road
' New Bern, NC 28560
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Miller:
Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

I
Kevin Avolis, P.E.
Vice-President

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AVOLIS ENGINEERING, P.A.
_L.> P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 24, 2004
Ms. Kathleen Rodgers
560 Washington Post Road
New Bern, NC 28560
RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
Dear Ms. Rodgers:
Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall Swale which is to be constructed within the easement area on your
property. It is proposed that the outlet swales that were previously established and later blocked
to eliminate discharge to Northwest Creek be re-established. We are seeking proper approvals to
complete this work now. Please direct any comments you may have relative to this proposed
action to me or Mr. Ted Tyndall, CAMA Permitting Office at the following address:
Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E.
Vice-President
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March 24, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Mr. Robert Yalden
5406 Trade Winds Road
New Bern, NC 28560
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivison
AE Project No. 03090
' Dear Mr. Yalden:
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Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E.
Vice-President

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AVOLIS ENGINEERING, P.A.
ZI: P,O. Box 15564 • New Bern, North Carolina 28561 - [phone]
March 24, 2004
Mr. Theodore Lagerfeld
5512 Gondolier Drive
New Bern, NC 28560
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Lagerfeld:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:
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Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

Kevin Avolis, P.E.
Vice-President
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March 24, 2004
Mr. Robert Murphy
708 East Lake Road
Penn Yan, NY 14527
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 New Bern, North Carolina 28561 • [phone]
' RE: CAMA Permit
Drainage Improvements - Gondolier Peninsula, Fairfield Harbour Subdivision
AE Project No. 03090
' Dear Mr. Murphy:
' Enclosed please find a copy of the above-referenced permit application and project plans for the
proposed stormwater outfall swale which is to be constructed on the lot adjacent to your
property. The owner is required to notify abutting property owners of the planned action. Please
' direct any comments you may have relative to this proposed action to me or Mr. Ted Tyndall,
CAMA Permitting Office at the following address:

Mr. Ted Tyndall
Division of Coastal Management
Morehead City District
151-13 Highway 24
Hestron Plaza II
Morehead City, NC 28557
Should you have any questions regarding this project, please do not hesitate to call.
Sincerely,

Kevin Avolis, P.E.
Vice-President

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F UVAT
Pre-Construction Notification (PCN) Application Form
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
h!Ltp://www.saw.usace.arrny.mil/wetlands/Perrn-apl2.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 htW://www.saw.usace.armv.mil/wetlands/index.htm, or contact one of the field
' offices listed on page 3 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.
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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
hiip://h2o.enr.state.nc.us/newetlands 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 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 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 page 4 of this application) prior to submittal of the application.
Page 1 of 12
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Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. 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
hUp://www.saw.usace.amly mil/wetlands/nyMfinalFedRea 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 Buffer 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 htip://h2o.ehnr.state.nc.us/newetlands/fees.html. 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

1-
US Army Corps Of Engineers Field Office s and Cou nty Coverage
1 Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
1 Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
1 Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
1 6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
1 Fax: [phone] Edgecombe Lee Stokes Yadkin
-Washington Regulatory Field Office Beaufort Currituck Jones Pitt
1 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
Telephone: [phone] Chowan Hertford Pasquotank
1 Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duphn Onslow
1 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
1 Fax: [phone] Cumberland New Hanover Scotland
1
North Carolina State Age ncies
1 Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
1 Raleigh, NC 27699-1650
Telephone: [phone] Raleigh, NC 27699-1619
T
l
h Raleigh, NC 27699-4617
e
ep
one: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
1
US Fish and Wildlife Service / National Marine Fisheries Service
1 US Fi
h
s
and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
?Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
1 Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort
NC 28516
Telephone: [phone] Telephone: [phone] ,
Telephone: [phone]
1 .
1 Page 3 of 12
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Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan Hertford Pasquotank
Bertie Craven Hyde Pender
Brunswick Currituck New Hanover Perquimans
Camden Dare Onslow Tyrrell
Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 12 .
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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
' I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit a Riparian or Watershed Buffer Rules
' ? Section 10 Permit Isolated Wetland Permit from DW
? 401 Water Quality Certification Q
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
' 3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A

k

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: ? N/A
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:_ Fairfield Harbour Property Owners Association
Mailing Address:_ 902 Coral Reef Cotlr-l-
New BernNC 28560
Telephone Number: 252-66-5500 Fax Number: 252-635-2154
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: Avolis Engineering, P.A.
Company Affiliation:Consulting Engineer
Mailing Address: P.O. Box 15564
New Bern. NC 28561
Telephone Number: 252-633-0068 Fax Number: 252-633-6507
E-mail Address:_ avolisencOlpmonline n
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 maybe 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: Drainage Improvements - Gondolier Peninsula,
' Fairfield Harbour Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): _ 02-028-soon
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4. Location
County: Craven Nearest Town: New Ek-r n
Subdivision name (include phase/lot number): Fa; rf; Pi rl Harbour
Directions to site (include road numbers, landmarks, etc.): sAA n; ty mar,
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' 5. Site coordinates, if available (UTM or Lat/Long):N 35° 04' 00" W 76° 55' 50"
(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):- 311.9 Acres (Gondolier Peninsula)
' 7. Nearest body of water (stream/river/sound/ocean/lake):_Nor-i-rwPst C,-?k
' 8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.ne.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:- Gondolier Peninsula is developed into 704 10
single-family residential subdivision.
Page 6 of 12
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' 10. Describe the overall project in detail, including the type of equipment to be used:
See attached project description
11. Explain the purpose of the proposed work:
' See attached
' 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.
State Stormwater Permit #SW7000518 issued - resubmissi nn rnar1,m - ccc n4-4-x..11-4
H
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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.
None
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
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1. Provide a written description of the proposed impacts: No wetland impacts proposed.
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2. Individually list wetland impacts below:
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***
N/A

* I Aqt each imnart c -nr9tPly 17 ;.io .;F... _ __ ___
---- ----C— --r--•- - -j •?•..Y ,,a. y irlTaCLS. iupactw u,ciuue, out are not amitea 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 hqp://www.fema.eov.
*** 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:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
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)
N/A

* List each im act s e aratel and id t'f
p p y en t y 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, eic.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12

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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
(? P)
Type of Impact* Area of
Impact

(acres)
Name ofWaterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,

bay, ocean, etc.)
N/A

'k TACt rnA impart --+-1- -A :A--4: . .
----------r---•J •••-Y.... •.,• ••+Y...-.o a++..auu., Vut a1G
flooding, drainage, bulkheads, etc 11U1 111111MU WC mi, rxuavanon, areogmg,
.
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): F] uplands F] stream ? wetlands
' Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
' 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 maybe 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.
N/A
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.
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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
hM2://h2o.enr.state.nc.us/nowetlands/stnn-zide.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.
N/A
' 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/,s rp/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): N/A
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):
Page 10 of 12

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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 F? No D
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 F? N/A
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 F? N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

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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
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 8,465 SF 3
2 4, 414, SF 1.5
Total 12,879 SF
# 7.. 1 --- --- - - -
-- - - -•••-••?? ??• --F- J-1 ?U 4L "vin ucar oanK oI cnannel; Zone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

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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.
See attached
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.
All sewage disposal is through central (public) sewer system.
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 Prior violations remedied
Is this an after-the-fact permit application?
Yes [_? No 0

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MV. 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).
See attached project discussion
Nixon, President
/ , '2 e),4
Applicant/Agent's Signature D to
(Agent's signature is valid only if an authorization.letter from the applicant is provided.)
Page 12 of 12
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1 RELEASE FOR PERMITS JKA 2~24~04 ~ati~~C~inninrry~r,~~
°~H CqA > .
I Z EEH COMMENTS JKA 3~19~04 ~ ~ ....~•••~•.,,4t ; i - - - F SSh
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CONCRETE DRIVEWAY
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Q ~ r i ~ W Q ~ G ~ J ~ 18" MINIMUM VERTICAL SEPARATION.
W W ~ Z ~ \ 2~~~ Q NOTES:
Q j J tiJ ~ Z Q~ ~ ~ Q
Q ~ ~ ~ ER ~ ~ 1, WHERE EXISTING ROADSIDE SWALES EXIST, E~ISTTJG
~ ~ o~~,? V ~ SWALE CENTERLINE GRADES ARE SHOWN. WHERE NO
m~ ~ a c~ v ~ ~ r cRR ~ ~ ~oQO ~ ~ ROADSIDE SWAEE WAS EUIDENI, GROUND ELEVATIONS
~ 3 WERE SURVEYED AT THE APPROXIMATE LOCATION OF
~oo,~ 1 J o 1 \ THE NEW SWALE. THE CONTRACTOR SHALL BE U~
s J J = 1 ~Z~J I \ \ r ~ RESPONSIBLE TO ESTABLISH NEW ROADSIDE WALES U~ ~
~ ~ 6, a z o Q ~ , RCFi 2113 d' ~ TO THE GRADES SHOWN AND IN ACCORDANCE WITH ~ ~ ~
~ ~ p 14 ~ T ~ ~ ~ DE AlL A, SHEET C19. THE CONTRACTOR SHALL
Z ~O~ CL ~ V 4 ER P,A N Y T A I T W ~ G DE EVE L BE WEEN HIGH ND LOW PO N
~~OZ ~ CL i 4 k ~ ~ ~
E~ o ~ ~ HP , ~ ~ Z ~ ELEVATIONS SHOWN ON THE PROJECT PLANS. ~ W ~ ~ ~
I l ~ HP COMMON AREA SWAFES SHALL BE GRADED 1N A ~ ~
6.82 ~ \ ~ ~ \ , SIMILAR MANNER. O ~
9 RAINAGE ASIN #9 1 ~ ' TO I I 2 ALL DISTURBED AREAS SHALL BE VEGETATE IN ~ D
V ~ ~ ACCORDANCE WITH THE PROJECT VEGETATION PLAN ~
I I ~ v , r ~ ~ ~ DETi. E SHEET C20. ~
Q ~ ~ I ~ , ' ~ ~ ~ 3. MODIFIED WETLAND LINE REPRE~ENT~ APPROXIMATE
~ ~ WETLANDS LIMITS IF 0.10 ACRE IMPACT OCCURS ON
1 I ~ DRAINAGE BASIN #1 ~ ~ LOTS BY NATIONWIDE PERMIT. ~1
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/ ~ 8 ~ ~
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v ' CF CENTERLINE W ~ ~
1 / PI RR T M TA PIP INV RT ~ CM CO UGA ED E L E E ~ ~
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1 \ RCPI REINFORCED CONCRETE PIPE iNUERT
\ 9.3 \ GRN GROUND SHOT
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3.08 DCL 2120 , WL WETLAND LINE
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50 0 25 50 100 200
A P E~ d' ARGED DRAINAGE PLAN 1 i C
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1 inch = 50 ft.
3090C4.DWG

1 RELEASE FOR PERMITS JKA 2~14~04 ~ am~~iumini
~°c`~ >o ~ 7q~
2120 RA ~ 2 FFH COMMENT N CA °j''~~~. S JKA 3~19~04 ~ Rp
~~ES lp ~ . 3 NAVIDAI~ REVISIONS ~IKA 5~~0%04 r;~;:9
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~ TREE T ~ Q o 0 BE \ ASPHALT DRIVEWAY ~ ~ Q ~ Q
~ ~ 15 EA MENT 4~~
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C~ ~i ~ ~ 15 PI ~ ~ , 2128 ~ U
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GRN , A G. A. ~ \ NOTES:
, ° 8. 1 i ~ _ GR I , ~ 91 1. WHERE EXISTING ROADSIDE SWALES EXIST, EXISTING
i [ , . _ , ~ Cl ~ ~ SWALE CENTEP,UNE GRADES ARE SHOWN. WHERE NO
c~qi 1.3 i I DCL U 1. 0.~4 A ~sr, ~ , I , ROADSIDE SWALE WAS EVIDENT, GROUND ELEVATIONS
J ~ 7 04 l ~ ~ ~ ~ ~ ~F1~ ~ _ ~
59 860 SF ~ ` ~ / F1 ~ a ~ ~ , WERE SURVEYED AT THE APPROXIMATE LO AT ~ C ION OE
j ~ ~ ~ 1.3. \ LPN e~3\ P ~ THE NEW SWALE. THE CONTRACTOR SHALL BE ~ ~ ~
/ uac , Q isSRC I ~ RESPONSIBLE TO ESTABLISH NEW ROADSIDE SWALES C~ ~
/ ~ TO THE GRADES SHOWN A ~ ND IN ACCORDANCE WITH U~ ~ d a
~ ' so9 .,1 ~ DETAIL A, SHEET C19. THE CONTRACTOR SHALL C~ ~ H
l ~ RR , ~ 6.64 I ' ° 18 15 16 ~61 ~ ~ GRADE ~ ~ ~ ~ EVENLY BETWEEN HIGf~I A~~G HOC POINT ~ ~ ~ 1 RCPT
6 ~ RCPT ~ ~ \ I~ l ~ ELEVATIONS SHOWN ON THE PROJEC f P W LAMS. ~
V ~ ~ RR \ 8.94 ~ 8 l / RR 812 U~ COMMON AREA SWALES SHALL BE GRADED IN A ~ ~ ~
1 7.59 , \ L 6 70 \ ] DCl 9.46 7 6 4 ti 15 CPI 6 70 ~ ~ 5 cP~ SIMILAR MANNER. W L(0 ~
~ CL / ~ D U \ f 8 2.° 1 2. ALL DI T ~ ~ ~ ~ S URBED AREAS SHALL BE UL(~ETATED IN ~
1 \ ~ ~ ~ ~ GR ~ 11
1 l ~ I RCPT / / ! t r ~ ~ ' ACCORDANCE WITH TH ~ ~ ~ ~ ~ RCPT ~ E PROJECT UE~ETATION PLAN ~ ~ ~
~ RR RR 90 1 DETAIL E, SHEET C20. p-, ~ 0 ~ a
i 1 I 1 \ \ 76 15 RCPT ~ s 3. MODIFIED WETLAND LINE REPRESEN i ~ ~ APPROXIMATE ~ SRCP~ WETLANDS LIMIT` ~ ~ ~ ~ ~ ~
~ ~ 7.6 ` ~ ~ / ~ IF 0.10 ACRE IM~~ACT OCCURS ON ~
, A , LOTS BY NATIONWI ~ ~ , DE PERMIT.
v o~ \ 1 7.86 ~ 1 ~ ~ ~ ~ ~
OCl 9_ , j 0 ~ 0 7. P ~ 104 ~I 1 W °~R O ~
CL 828 ' ~ ~ V 15 RC 9.1 ` DCl CL l , 1 ~ 9J 7J ~ ABBREUTATI _ c~ OHS. ~
a I ~ ! 901 ~ DRAINAGE BASIN #1 CL CENTERLINE ~ ' ~ ~
~ I / RR b ~ I , 15 R I MP ^ i ~ ~ 45 g C I CORRUGATED METH PIPE IPJJERT O ~
~~v ' , b r \ 02 DCL DITCH CENTERLINE ~
/ / 1 ~ 1 J ~ ~ RR ~ ~
~a~~ ~ 2214 / ~ ~ ~ ~o~ 9 1 RCPT REINFORCED CONCRETE PIPE INU RT ~ 6. 9 E 5 PP. ~ GRN GROUND SH T ~
f , ER ,
\ , / 6.84 6.84 , TB T P ~ 0 OE BANK ~ 15 C 8. 1
~ U A 8.4 903 ~ c~ ~ CPPI 904 CPPI ~ CORRUGATED PLASTIC PILE INVERT ~
RR 6 1 ' , HP RR 6 ER lNU INVERT S CP , 6.24
8 37 i 5 CP , i ~ 15 CPPI SF JQUARE FEET
l U , 95 ~ , CL 7 3 ' WL WETLAND LINE
V ~ ~ ~ I RCPT \ I n _ \ / ` ~i / 1 1
h I R o n E , 1 , 7.5 DRAINAGE BASIN #4
/ 1 RCPT cRN \ 8 ,
\ ~ ~ 2211 ~
i i ~ n
GRAPHIC SCALE,
50 0 25 50 100 200
A EPJLA JUD DPAIPJA(;L PLMJ - - „ _
C5 C5SCALE 1 =50' ( IN FEET )
1 inch - 50 ft.
3090C5.DWG

7 33 1 RELEASE FOR PERMITS JKA 2 14 04 l~mm~mui„~~ ~~e~~1. ~
, { kCPI V ~ \ E FFH COMMENTS JKA 3 19 04 ~(N ~aR / / ,0 pQ;,. . li
f ER , 9.5 ~ I RCPT 221 1 ~ ssr ,.,y . ~5 NAUIDAD REVISIONS ~ drr •.9 JKA 3/3U/U4
a f \ f , ~r~RN ~ ~ - ~ . NCI. DESCRIPTION BY DRTE P
1 ' 1 P ,E f , N ~ EW 40LF ~ _ - ~ - 7 37
~.~,N 1 ~ ! CRN ` ~ l~g Zn ~ ~ ~ 18 R~P Revlslons = ~ I ~ ~
q f \ INV ,O'~•~~~ ~
Q ~ z V \ o f ~ l -6.95 eR 2 R
R a ~ T ~ Q _ \ ~ f DCC s N ''~iiii~, IN " e., Mar ~ ~ uluull~;,,,~,~
~ ~ ~ 5505 -~i
oPO ~ , 7.64 f ~ u~ 9. L ~ - 7~4 1 BlAO{gEgkOi N ~ p ~ V ~ CL S 6_aa R Da
° ~0w~ ! " T ! a s., cPi - ~ 5 V 6.18 ~ ~ - ~ 5310 H ~ 9s , OUSE NUMBER
~ f 1 RCP TOP i~~1TC N 6, 380 SF - ~ 15 RCPT ~ ~ \
~ w - ~ ~ I RR ~ u i ~ A(~ 22 9 .i ~ ~ a- ~ /~~a i ~ ~ ~ ASPHALT DRIVEWAY ~ /~I
RCPI ~ ~ , ~ f INV ~ 0~ ~ ~~P ,i ~
, ~ ~ 6 8 f ~ D ~ \ o ~ A ~1~ 7 4, ~ BRICK DRIVEWAY Q ~ % '~.24 TIP za \ C'"J
I , 1 oU7,6 y, ! ~ , ~ DC6 58 ;RN ~ ~ ~ Q ~ ~ ~ 1023 ~f ~ - e
KEY MAP NOT TO SCA a 9, LE f A i 6 6 ~ X ~ ~ CONCRETE DRIVEWAY ~ -r A o . . ~ ~ RHW~, ~
~ ~ ~ GRN 1 l c~ ~ 5a~ ~ ~ ~ \ ~ 5.3. ,2 ~ c;RAJEL DRIVEWAY
l ~ ,5 ~ RAP y R 1 ~ ~ 026 48~~ / 5.16 \ ~ ~ i
f 948 ~ f , 1~ ~ _.e V ~5 ~ _,-„~--2 ,5 RCPT RR ~ y ~ \ ~ CXISTING WETLANDS Q ~ Q
6.8U ~ f V i 15 CPPI ~ 15 RCPT c~ , 15 RCPT • ~ . , r W
2222 RR ! RR f 5506 \ \ POTENTIAL WETLAND LIMITS RR ~ ~ SEE fdOTE 3 THIS SHEET W W l -
Il ~ ! ~q \ vW V ti ,
\ 1 6.67 5504 f 1 ,5 cP i \ 5504 ~ \ f~IRECTION of ELOw o ~ ~ ~ ~ 7. ~ ~U~~'
II 7.5 f ~ 4~3 ~U1(-~U ~ 79, I XISTING SPOT ELEVATION Q
~U(1 JF ~ 7-35 f V \ CRN - ~F 6.9 6 ~
CRN ~ ~ , 8 \ a3 NEW SPOT ELEVATION
2224 R 5 ~ 1 ~ ISRCP TOP / ~ V VACANT LOT
l ! i / ~ ~ DCL
_ , 1 , ER F I ~d 2223 ER AI ~ EXISTING TO REMAIN
R6P~ ! l ; v , V ~ 7 f~l MOVE EXISTING DRIVEWAY,
1 RR , ~ 1001 ~I ~E 1 EXITING PIPE ,
\ - ~ - \ 1 ~ ~ R V~ EMOVE EXISTING DRIVEWAY
l ~ l , R R `~o ADD NEW DRIVEWAY PIPE ~
1 2226 RA f 1 \ -S- `EWER MAIN ~ cad I
1 a~RN ~ o.~ - - - - !'I FARING LIMITS ~
I ! - - - - - 987 ~'~I T FENCE-SEE DETAIL A SN T ~ U1''~ RRSP,~[ FP ~ EE C20 ~~,zr~
I I . r , ~ -----~',I~ASS SWALE-SEE DETAi~ B, SHEET C20 ~ ~
foa3 GR gg f ~ o~. ` ; I{~ ~ ~ WzN Nal~ • V tC~( DAM-SEE DETAIL G, SH~Ef C20 ~ ~ ~ ~
~ Ct V ~ / ~ 7. 6 1 ~wN INIE10U11E1 PR T 11 ~ ~ ~
I UCL f ! ~ - ~ • DRAT AG ~ 0 EC ON, SEE DETAIL D, ~HEE1 C20 ~ m DRAT AGE BASIN 1 DRAINAGE B IN 4 ~ ~ ~ x
~ ~ f 6. ~ 2 FARING LIMIT IS DRAINAGE BASIN BOUNDARY - cRN ~ ~ w~
f ~ PRO RTY LINE OR S~ `~IWER MANHOLE ,_..d ~ x'~
f ` ~ V ~ - _ - - 15 MA . ENTERED (T III E ~
f 2225 , 1 ~ ~ M;_ ~ ~ ON SWALE , ~
M f 6.87 6.73 RR S ~ V ~ ~ fA ~ NDSCAPING
NEW GOEF 5505 I
~ ~ , ,1PJV, ~ iSRCF i0P 8 R ~ H \ X ' 6,12 SPCCIEIC WORK ITEM: ~ ~l ~ x rr~
ER W f i 6.99 5C 6.29 1 n ~ RI RoHTE EXISTING WATER MAIN
Ar ~~cr-~. Is RCPI s3a 5509 EXI~TiI~JG DF'~~,IfJP1GE DITCf1- n 'v f ~ ~ \ 15 RCPT
T~ ~`,F~V1H~1~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EI I.OW NEW DRAINAGE PIPE. PROVIDE ~ U ~ ER 6.1 ~ ZR 5 1 o a ~ ~ oN
l ~ w y, _ _ - ~ ~ ~ 6~• ~ _ ~ 7.49 ~ _7 15 CPPI 5502 I~ o6n ~ MINIMUM VERTICAL ~EPARATIO~J ~ ~ _3 CRN ~ NOT
1 UCt 6B . ~ .5,~_-_~ 15 CPR 2300 f I U. ,s RCP s r-;~_~_ ~ oCL DcL - _i•' ~ ! 6,2R PIS 15 RCPT - 15 CPR D ~ / EJ. - ~ ~ + ~ nR i
5 v~ h ; a-a7PIECE AND F ~ I , _ ~ LENTY CU I ~ - ^ C MMON ~ ° SRN 1 WHERE E~!iSTING ROADSIDE SWAtES EXIST X r. Q' ,s cPPi Q ~ , E, ISTIN
~ NW ER ER ~ . - T r .1 - f r A l~ 5500 ~ , ~ - SWALE CENTERLINE GRADES ARE SHOWP~. WHER- E NO _ - a~3 I 0595 ROADSIDE SWALE WAS -
- ~ s o9 ~ ~ - P R s.o~ ' - Nair 6. cRN ~ EVIDENT, GROUND ELEVATION., 1 -
~ ~ ' f , 15 CFFI 6.56 ' J 5502 15c~P1 726 -~~,a rat I ER - ~ HP I - WERE SUF<~EY -~~,a,3 ~ 3 ~0 EU AT 1HL APPROXIMATE LUCAIION OF
~ CL 6 55 I DCL ~ \ ~ ~ ~ N p THE NEW ~~'~ti'ALE. THE H COf~TRACTOR ,HALL DE ' 0 4s I RESPONSI ~ c
f ~ ~L ~ ER 6.4 DCL _ - ~ 5504 6 ~ ~ I DAL 6-~ / V o ~i BLE TO ESTABLISH NEW ROAD'~1DE ~WALE.~
_ r °c~ cR 1 TO THE ~~;RADES SHOWN A / I ~ ND IN ACCORDANCE WI1H
r % i 1 ~ 1 , 06~ / V DETAIL A, SHEET C19. THE CONTEACTOR SHALL
f f , GRADE E'vENLY BETWEEN HIGN AND LOW POIN~f ~ ~
V ELEVATIONS SIiOWN ON 1HE PROJECT PLANS.
l v D AI AGE BASIN 9 f ~ o f U COMMOPJ AkEA SWALES SHALL BE GRADED IN A
f ~ ~ SIMILAR MANNER. ~ i -
1 ~ f CLEAR N~~ ~ - ~ ~ 2. ALL DISTURBED AREA; SHALL BE VEGETATED IN
V ~ EfMIT I~ f ! PROP f,TY LINE OR ~ 5.75 o ACCORDANCE WITH THE PR OJECT VEGETATION FLAN ' ~ °GRN 6,64 TAI
l ~,J ~ C? 1 f Q~ r' - 1 Da DE L E, SHEET C20.
~ 692'x_ 1~ P~~~ ~:CNILRED _ ~ a~ ~ ~ _ ~ ~,x ; DRAINAGE BAS N #2 AINAGE BASIN 4 ~ 3. MODIFIED WETLAN ~ D LINE REPRESENTS APPROXIMATE
l ~ 7 TAP ~ # o, v ~ _ _ _ _ ~E BASIN #4 WETLANDS uMITS IE o.~o A R - V C E IMPAST US(,UR~ UN
l _ - _ - ~ LOTS BY NATIONWIDE PERMIT. C RING EIP~iT IS
O' - ~ ~ ie'~`~~ f 1 ~ ~ y~ ~ _ _ = PROPERTY FINE OR
I 7 _ _ ~ _ ~ O 6-98 / f ~ ~ 6.28 ' ' ~ 15' MAX. CENT R D ~celi os a ~ ABBREUTATIONS~
~ ~ ! DCL 7 9 , ~N V ~ Q 1 .53 4- - _ 4- - - - _ ON SWA R o20 CL CENTERLINE
f„ 6.83 ~ CRN ~ y ~ f , GRN ~ 01.65 - - - _ LE (Tl~~. cRN _ - - i O _ _ _ _ _ - - - CMPI CORRUGATED METAL PIPE INVERT ~
, I 0 4.62 _ t f C; y ~ --,yam-Gi~N o - ~ f 5.1„ r cR = 6-2a - - - _~s-24 a61~ -~,~i4~- - _ ~ DCL DITCH CENTERLINE ~
Nail _ l NAIL GRN ~1 - - - a5~ RCPT REINFORCED CONCRETE PIP f' UD ~
y f ,f E f J BERT GRN ~~ROUPJD SH T E--~
~ 1 1 ~ ~ ~ f ~ y ~ y 1 RR~PIKE P ~ V V o ~ ~ J OE BANK ~ ~
, 1 i~ CPPI _ORRUGATED PLASTIC PIPE IPJVERT W ~
f ~ , ~r y V , ~ U~ INV INVERT ~ ~ ~
1 f 5.75 y y y y ~ ~ SE SI~UARE FEET ~ ~ ~
I ~ DCL ~ V i WL WETLAND LINE ~
~ ~ ~ ~ 6.34 0 61 U y y ~N 5503 ~ ~N _ _ ~ ~ 053 ~ ~ G
1 ~ t~ l B r i ~ ~ ER y ~ F »
1 I I N\oF ~ 28,988 SF p .66 ~r F-LI RN V n
r l l k(:I~ ~ U. - ~ 5 _ - ~ \ 5.4y 5507 ~R ~ 0.67 AC. C w _ H
, MAG ~ V 77 5.44 ~ ~ 1~RCPI ~ h~, i ~L ~A CPS , , - ER 15,G00 GF ~ ~ y
~ ~ ~ - ~ } ~R ~ 607 ~ 55s N ~ , ~ _ 54 ~ s.4D 0.3G AC. ~ ~ ~ o N a ~N h~
1 ~ ~ os.ao I5 519 N f o s~ ~ lAC g - _ ~ RcPi _ ,s R6Pi sRrv cL , K E i'~ Y
I w ~ _ _ A~~ , - I 4 ~ Itil\ ~ _._DCL V V W V ~ 1,5 ~ V ~F~ n ~ ~
f r INV. ~ DCL ~ f~ ~ ' 6-12 - _ - - 6RN 1 ~ J2 ~ l-J _ ( ~ ~ N o 5.93
DCl DQ c 1' - ~ F-
~ 5.31 CL ~ , _ ~ 15 RCPT b.06 ~ _ f - --~"~~-~84_
L f `38 --ate- M ~ S.~J , ~5 RCPI ~ 5.8&~'~_ DCL ~ i " M - _ ~ ~ _ - ~ _ W
f oCL --x-796 - I----I -e-,v6 - ~ S _ ~ l~
V _ ~ I 5504 15 cP~ 513 - a - R ~ ~ - 7.94 BpD _ - ° L rr ~ -~i,Y- - - - - - 6.24 I---I
, 15 RCPI l f 5 .1L_-• v V 1 , V DCL F DCL ~
f ER P NEW 40LF a6o oDL DCL ~ 6.15 ~.a ~ 4.4
l , 5508 18 RCf' , f 6.48 CL P ~ 5.86 ~ ~ 6. 6 I N i,RN A4~ D
L~rL a ~ e 'n ~ DLL ~ 1 1 ~
f NEW 40EE ~ ~ f RN 5512 ~ EXISTING PIPE ~ ~"614 N
V ' CLEARIC~JG LIM1T I~ 18 R~„P NAIL ~ I T ~ 0 BE REMOVED
1 1 V 5 PR~~P f 4 E TY LINE OR ~ R o o ~ NEW 40EF
iN 5a9 CLEAF f ~ _INV c~N 15 M X CENTERED CLEARING LIMIT I~ v ~ 4 ~ 18" RCP
PROPf \ ~ ~ ~ PJ S ALE T 6 9 PROPERTI' LINE OR W _ o ~s 5
f ~ ~ I r,RN -~5-~AX._CEI~TERED ~ D ~ l
~ ~ . I 1 ~ ~•~~R~ ~ ~ I ~ ~~d ~ 11I nni c1~ nni cihlai c /TVn ~ ~ ~ I /
U IN v U IN JWALL ~I IL.) GRIN .5~ !6 D
5709 R _ _
GRAPHIC SCALE
A LNLA\_ED DRAINAGE PLAN 50 0 25 50 100 200
I C
( IN FEET ) 1 inch - 50 ft.
3090C6.DWG

_ 1 RELEASE FOR PERMITS JKA 2~24~04 ~~~~nt~~"~~~~'~r1ii,2~7,,
5310 HOUSE NUMBER 2 EFH COMMENTS JKA 3~19~04 R,..•••°•~ ,41i
.~9
ASPHALT DR!UEWAY ~ ~ NU. DESCRIPTICIN BY DATE _
_ 15l~__
BRICK DRIVEWAY _ - Revisions
CONCR T I ~ ~ ° `'.6~ E E DRIVEWAY ~ GRN ~ - - _ o ~'c E.~~•~' ,,y~•.,,,..~N.~...
V y~ ~ ~6 5 ~IY~N ~
CLEARI JG Uhd GRANGE DRIV WAY I ~ ~ V E NCW 40LF ' ~ ~ ~ ~ - ~ , , CLEARI JG LIMIT IS ckN _ ~ D L V ///i~ruriniiiiuntiu~a~~~ 1 ° O ~ I
~ _ , ~,,o L (~Of LR I Y LII I~ l I ~8" RCP ~ M ~ ~ , PROPCRIY LINE OR °~°e 1 ' GRN v s s I,RN ~ D
EXISTIIG WETEANDS ~ ~ ~ , 15' M X. CEN 4 I ~ 15' M X. CENTERED 5709 ~ ~ RA ~
I POTENTIAL WETLAND LIMITS ~ L ' ~ x,5.12 ~ ~ ° 5.4o ON S ALE i _ 8.1o W caN 4 4 V 52 O 4. 6 ON S ALE (1 YP.) ° ~ 15 RcP, 4.15 GR ~ V i 4,23 °GRN
" SEE NOTE 3 THIS SHEET i ~N I RRSRIKE-PP 8 I ' ~ ~ ~ L ~ ~ 1,556 ,I _ _ - ! ' ! ~ ~I I~ v ~
I 6~3 ~ DIRECTION CE ELOW q RN - . _ , I 1 ~ ~VI 54 RR 5708 ~ o
°cR ~ o ~ 4.23 EXISTING sPOT EEEVATION I 2316 4.5, ~ 5~3 4 33 \ ° 5.81 °535. NAiI 1 RCPT ~
15 C PI I I V / 4.5 ~ ~ ° 4, 77 6 ~ 5 ~ ~ ~ ~~dr3 ° 5.75 ~ 0 4 4 °GRN °GRN N ° 4,77 GRN CRN ~ I N ~ 3.21. W ~
NEW SPOT ELEVATION RR ~ GRN GRN 1 I ~ I CLEAkINO LIMIT I~ y GRN Q 1
V VACANT EOT ~ ~ is c PI , \ , I PROPERTY I INE OR ~ ~ 21 ~ ° 5.63 D L I Q ~
~ 4.82 y y GRN 6 20 ° ~ ~ , , N ~ r
~ ~1S~MAX. Cf ~JTERED ° ER ALL EXISTING TO REMAIN I I N \ ~ GRN 4.60 \ 3,1 ~ 3 5107 ° N 1 15 RC I ~ 7.46 \ ~y GRN~y Q'
R z ~ ~ ~ SON ~WAL_E (I YP. ~ y RR EMOVE EXISTING DRIVEWAY, 2 I 1 ~ I i I"I ~ CL _ ~ i
REST ~ I E EXISTING PIPE ~ HP ~ ~ (n y i 5.31 ~ i ~ ~ ~ W 5.31 ~ CLEARING LIMIT I~ RR y y y
REMOVE EXISTING RI o ~ Q ~ R D VEWAY, v ~ _ 09 m ADD NEW DRIVEWAY PIPE ~ ~ 2320 ~ ~ N 2321 WL 4.46 W ~ ~ . s2s ~ ~ PROPERTY IN ~5 RGP si W L E OR DCL 33.05 ~ ~ ~ V W
\Q W 4.~ ~ s71 5.51 -S SEWER MAIN ~ m RA 4 ao RR ~ 4.45 y ~ ~ 5.51 ~ 5.40 1 "SRN wL GRN , ~ 15 MAX. CENTERED I I O W
- - -CLEARING LIMITS 12PPY ~ S s z Sri 4. V ~J ~ ~ ~ ON SWALE (TYP.) S GPPI ~
c~ ~ ~ Q wt ~ SILT FENCE-SEE DETAIL A, SHEET C20 y y Q I ~ 79 a~QUQ 15 I ~ y y
GRASS SWAEE-SEE DETAIL B SH ~T ~ ~ ~ 4.os ~ EE C2O Q ~ DCL 7, °GRN 1 1 , HP
f H ~ ~ CL 5 ~ V ECK DAM SEE DETAIL C, SHEET C20 p ~ cL ~ iP ~ I j 4. ~ ° 3'67 I RR 5704 ~ ° 4.35 ,
I I INEEI~OUTLET PROTECTION, SEE DETAIE D, SHEET C20 ~ ~ 4 89
I y y y ~ 6.2a aa' ~ ~ ~ ~ - J. ~ HP ~ •y y ~ U y y y ~
-~--DRAINAGE BASIN BOON A Y ~I I ~ ~ ~ ~ ~DG D R I ~ 5.3 4~ , V V ~ y y ~ y `Y ~ y
SM SEWER M oGL o y ANHOEE I ~ I 4,91 , WW2 ~ ~Y
~ _ ~ I I TREE , , 4.59 ~ °GRN ' ~ ~ ~ ~ ~ ~ ~ ~ °GRN '
I Q ~ ~ 5 I I _a m 5.46 U , Q ~ ~ D L r~ A~ ~ DCL Q Ql ~ - I I ~
E JDSGAPING ~ \ x.09 , I I 4.89 y 4`9d ~ y ~ ~ ~ 03.69 ~
c ~ UI ~ ~ ~ WL ~ CL 1D9o SPECIFIC WORK ITEM: I ;~Y t~nc GRN ORN L ~
l l Q ~ ~s V z ~ ~ ~ \ DC y ~ y y ~i ~ ~ y ~ 4.19 ~
REROUTE EXISTING WATER MAIN ~ I ~ 5.04 ~ ` ~ ~ - ~ ~ I ~ Q ~ 5.57 ~7.6 ~Y ~Y z IYl
BEEJW NEW DRAINAGE EIPE. PROVIDE ~ oGL GL V V V ~ ~ ~ ~ ~ D WEIR 3 ~ ~ ~
18" MINIMUM VERTICAL SEPARATION, 459 4. ~ ~ 5.,s OVEREL W ~ rT, ~ L~~N
NOT DCL 6.7 ~ ' 5.16 E ' ~ , GL O6 ~L y I I CL ~ G7 I Wt I ~ ~ ~ m
~ 4,84 ~ i 1. WHERE EXISTING ROADSIDE SWAEES EXIST, EXISTING I y y ~ r_ ~ , I = ` t 5.2 ~ ~ ~ x
SWAEE CENTERLINE GRADES AR H E ~ OWN. WHERE NO I ~ o ~ _ ~ ~ I ~ I ~ ~ ~ I ~ i © G ~ Q ~W~
y y I ROADSIDE SWAEE WAS EVIDENT, GROUfJD ELEVATIONS ' V ~ ~I I y ~ y I y i~-a- ~ Z
I ' \ m WERE SURVEYED AT THE APPROXIMATE LOCATION OF , V y y ( r- 167176 SE ~ ~ INU 1.2 ~ y J~ ~Y y y ~ ~ -
THE NEW SWA EE THE CONTRACTOR SHALE BE ~ v 7 ~ r ~ r ~ 5.14 Z i RE~f ONSIBLE TO E~TABEL,H NEW ROADSIDE SWAEES - ~ y y y ~ 3.~4 AC. ~ M co
- - I ~ ~ TO THE GRADES SHOWN AND IN ACCORDANCE WITH ~ ' ' ~Y y' ~Y ~ P`' ~ O V ~ J/ 0 W ~ ~ U~
, ~ y ~y y 4.95 6.5 ° 7 DETAIL A, SHEET C19. THE CONTRACTOR SWAEE ~ V Da cL 1 G I ~ y ~ ~ v ~ \P s ~ ~ I~~
4.38 63 ~ 6.5 GRADE EVENLY BETWEEN HIGH AND LOW POINT ocL cL ~a v y y GRN I A~\ DCL r ~ rP 7 X
a ELEVATIONS SHOWN ON THE PROJECT PLANS. y y ~ y y ~ y y ~ ~ ~r ~ ~ _ O^ 6
COMMON AREA SWAEES HA r V 4. ~ ~ y y y y ~ y S LL BE GRADED IN A 3.1 V CL ~ mN ° GRN y y ~ ~ ' - ~
SIMILAR MANNER, y - - 63,x'16 SF ~L ~Y-- ~k- ~Y f ~ ~ U O N
2. ALL ITT V ~ F D ~ URBED AREAS SHALL BE VEGETATED IN 1.4 AC. y y 3.~4 ! i ~
ACCORDANCC WITH THE FROJCCT VEGETATION PLAN I I y y y y--~z-- y _ I 4. 8 , °GRN 4~U ~ ~ / - 07 HP NP 16 / J~ ~L V~ ~P CL / i C61PI l 68
DETAIE E, SHEET CZO. y y _ ' ~ 5.09 - ~ ~ `y y' ~Y y y ° RN P~' ~
3 MODIFIED WETEA ND LINE REPR ESENTS APPROXIMATE , V V P cL / H W ER
WETLANDS LIMITS IF 0,10 A ~ y y ~ t y y y y CRE IMPA(,T OCCURS ON ~ y y y 6s °60 v 5.4 39 Q~ / y GRN /
° G CL GR BY NATIONWIDE PERMIT. y y 3.53 6 404 y y y, y y ,2.91 5118 ~Y y 2.48 / ~ ~ 15 CMPI
2328 15 R I CL D L - ° CRN _ ° s ~
ABBREVIATIONS, y y y ~ y y y y y y RR II ~ 14 y RN
CE CENTERLINE y y I ~ 325 ~ y ~L y y y CMPI CORRUGATED METAL P1PC INVERT ,15 Rc 19 3.67 DCL
DCE y y y I DITCH CENTERLINE y y y y y °GRN
I RGPI HPREI,~~~ CONCRETE PIPE INVERT y y ~ 79 D ~ WE R 2 i G~° / ° 5as ~
GRN HwGR~I~~~€~dowA~> I 2.48; 0 4.65 2 ~ RRSPINI PP C7 C19 V GRN ~ I
~L ~Y ~Y ~ V ~ 4. 9 GRN TB PP TO(R09PR DC .y ~ y D 4.39 V BCMP 3 78 5.49 -~q DCL
4. I 1 wL CPPI CORRUGATED ELASTIC PIPE INVERT ~ 5,49 ~ 4 ° _ ~Y ~Y y y ~ 4 ~ 5. ~ 4 MAG
~ ~ V s.1 INN INVERT GRN a GR V 4, ~ 9 ~ ~ CL ~ EXISTING 1 ' CMP OUERELOW
~ U 5.1 JE SQUARE EEET y y y ~ - DCL 1 ~ ~ ~.-e'~o 1ac~Pi TO BE RESE TO
wE WETLAND LINE WEIR 1 D ~L y y y GR 4 - ° 5.9U 3,19 _ ~6 NEW INVERTS 4 . 2.73 4.0 3.25
6 ~ 4. ,f C7 C19 Dc 4. DCL DCL NV
- U~~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
,,I- U~ ,,I- U~ ..__-e-- ~ - i~ u~t ~ ~ r ..__-e-- ~ - i~ u~t ~ ~
,,I- U~ r ..__-e-- ~ - i~ u~t ~ ~ r
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I RELEASE FOR PERMITS JKA 2~24~04 ~ ~~<<u~~1i11111111nrn
rii~,~ , FFH COMMENTS JKA 3 19 04 ~~.....,,RO .
~ . ~ ~'i . 0 . . l~
ER \ V \ . c y0 9 CL 3 NAUIDRD REVISIONS JKA \3D~04 r~;a~9 \ ~ o f \ ~ ~ CL
6214 , ~ ~ V N[J~ DESCRIPTION BY DATE _ A~. _ \ / _
ER 8 4z ° cHN H - 8.5 °~~N i" 15I~~
W 7,f~ ER qp 15RCPI ~ 46 Revisions ~ HP cPl %O'• ~ a ;
GRN 7.171 ftCPl i Mac ~ y . ,!GlNE~.•: ~N..~.... 0 . \ ` / /
- 7, 9 ~ . ' r ~ , °GRN \ 8.59 - ~ ER I-IW k F ~ SRCPI 0,, ` IN \ C i , o ~ 4 lruumu un
\ ~ , \ \ 6211 c
\ / ~ / K TO BASIN ~2 i"
7 V / 58 ~ ~ GL- o ,/8
v i ~ \ ~ L \ ~ 4 ~ 5310 HOUSE NUMBER \ B CC '
~ ~ ~ ~5 , 6.7~ - ~ ~ 8.7 \ 0 8.25 ° CI RN 8.64 ~ X17 ~ ~5 ~ .l \ \ o ` a O \ o C 1
` ~ GRN '"NAI \ ~ ~ DCL 7.52 i C ~ 8.8 7 ~ o \ \ RN ASPHALT DRIVEWAY ~
CEEAE(NG EMIT 9 GRN 7 e~ DCL ~ \ y C \ 8RN O Q \ \ / RA ' ~ ~ BRICK DRIVEWAY CJ F~ ~
~ / PROF ERiY ENE OR ~ , O ~ 39 f ~P ~ / 40 6304 ~ 8.39 .3;? ° CL 6301 0 ~
\ o ~ '14 DC 15 MAX. CENTERED \ GRN , 55 ~ °eo a 8.0 D cP CONCRETE DRIVEWAY O
O~J ~WAEE TYP. ~ \ \ ~ A ~ ~ ~ / HW ER s.a PI ~o 4 a / O ~
~ ~ °9s / Q~p \ 59 0~ . s95 15 I GRAVEL DRIVEWAY ~ RR ~ 1 PI 7.54 ~O
\ 46 ~ ~ \ ~ /DC 6303 ~
S ~ ~ ~ , GPI OP ~ ~ °MAG al ~ EXISTING WETLANDS a ~ Q P`' UCl ~ ~ ~ ` W
i ~S ~ \ - 7 _ ER HW 0 6306 \ ~ 8.59 / 5Rl Pl OP / ~ 6 POTENTIAL WETLAND LIMITS 6306 ~ CPPI ~ W ~ ~ . . 9. / ~ SEE NOTE 3, THIS SHEET W
/ \ \ ~ ° - / °'B 4 ~ R '~~~~W R N' ,6.4 pP
F ~ , - 6217 ~0 8. 0~ \ ' PPI RR HW ~ DIRECTION of ELOw O ~ W ~ F ~y ~y
~ ~ / ~ 9.49 5 ~~J RN o 9-49 45 ~ '7.911 6305 p o W ~ I~-i N L / °L~L ~ 4.23 EXISTING SPOT ELEVATION R, o 0 p-, U1 Q O Q
8.5 '~74 ~ 15 I \S 6.5
~ ~ ~ ~ a4 7 L ~ ~ \ CL Q~ ° ~ \ 9 ~ ~ NEW SPOT ELEVATION s. ~ ~
~ ~ , \ ° 8 \ 6308 L , RN P L 0~ V VACANT LOT
8 7.71 / \ ` , ~ ° RN 15 PI ~ i \ R 6301 H W ER / 8. 0 'I ' ~ cPP1 ER
$~1-- . Q, ~ 7 5 i 5 / P ER ALL EXISTING TO REMAIN / ~ ~ ,
5310 ~L / ° CL 7.95 i / \ ' CPI 15 PI ~ ~ 0~ 6307 REMOVE EXITING DRIVEWAY, RR RESET EXISTING PIPE
- ~ ~ T I ~I PII , 8 ~ . REMOVE EXISTING DRIVEWAY,
- ~ ~ 59 6310 6 ~ ~ R ~ ADD NEW DRIVEWAY PIPE ~
CL ' / ~CL 4 ,~CL ~ O \ -S-SEWER MAIN ~
R - s s MG ~ ---CLEARING IMIT ~'t L S ~
~ D BL 1 ~ 1~ 7.os ~ / DR1~ ~ , ~j 15CPPI 7.os \ SILT FENCE-SEE DETAIL A, SHEET C20 ~ ~ I 15CPPI ~ U~
VL 1 , / 1~ \ ---GRASS SWAEE-SEE DETAIL B, SHEET C20 ~ z~
\ RA 6 ° RR 1 i ~ SCPP ,P RR CHECK DAM-SEE DETAIL C, SHEET C20 ~ ~
1~ d ,,F„~ P~o 7z~ J wzN INLET OU1~E1 PROTECTION SEE DEiRII D SHEET C20~-~ ~ V / ~ ~
SCR ~ V ~ SCPPI~ ago \ 6312 6309 G ~ 9.N 6309 ~L OWN
w ° ~ 9P ~ / 7 i ~ v tiq ~ DRI \ ~ ~ ~ -DRAINAGE BASIN BOUNDARY y [n
~ ~ \ HW R ~ - CPPI RR e ~ ~ ~ ~ ~ ~ x SM SEWER MANHOLE a~ ~
~ 9 \ ~ ~ 631 ~ ~ Q (T TREE ~ ~ z~
~ ~ oP o poH~ ~ ~ 8.84 ~ ~ 9 ~ ~ N¢ ~ ~ IJ ' 9y , 97 \ , ~ o
~p~~ \ CL \ ~ ~ ~ / t L LANDSCAPING ~ ~ i-~~I ~ > ~
Bt r a ~ ~ i A~KBEARDS 1 \ / ~ '8 ,~~10 810 gJ ~ ER SPE UEIC WORK ITEM: w ~O
pD ° ~ \ 8. ~ CPI ~10 Ln .0 ~ I
~ Q~~` <~l ~ B.J. HP 6R/ - REROUTE EXISTING WATER MAIN ~ `-r~ 9.18 / O
\ ` ~ ~ ' G~' 1 O 8 c BELOW NEW DRAINAGE PIP . PR VI ~ x~ ~ E 0 DE / ~ . U~ o
~ \ ~ / / ~ \ RR V~ \ / RCPT i 18" MINIMUM VERTICAL SEPARATION. o~ -
/ ~ / ~ \ , / P , - NOi N % ~ ES ~ - / ~ oN
\ ~ ~ 6313 KEY MAP NOT TO SCALE ~ ~ - GL \ ~ / ~ 1 WHERE EXISTING ROADSIDE SWAEES EXIST, EXISTING r_L~
\ ~ ~ / ~ \ 6316 9.33 32 i / N WALE CENTERLINE GRADES ARE SHOWN. WHERE NO
\ ~ / ~ 8 ~ CL 5RCP1 ~ / ~ ROADSIDE SWAEE WAS EVIDENT, GROUND ELEVATIONS / / ~ ~
95 l/ ' \ \ ~ / R ,SRGPI s9s j WERE SURVEYED AT fHE APPROXIMATE LOCAIIUN Uf 814 RR 15 CPI , / TH
' \ R E E NEW SWAEE. THE CONTRACTOR SHALL BE 6.66 ~ RESPONSIBLE TO ESTABLISH NEW ROADSIDE SWAEES
\ ~ ~ ~ , \ / \ v 15 CPI ~ / TO THE GRADES SHOWN AND IN ACCORDANCE WITH
~ \ ~ f~~1 6315 \ , e 7.64 7.5 R 10 V L ~E1AIL A, SHEET C19. THE CONTRACTOR SHALL
\ / / / , \ . / ~_,RADE EVENLY BETWEEN HIGH AND LOW POINT
~ ~ i / \ ~ \ / ELEVATIONS SHOWN ON THE PROJECT PLANS.
~ \ / \ . ~ - ' / COMMON AREA SWAEES SHALL BE GRADED IN A
~T J \ ~ 9 CL ~ ~ / SIMILAR MANNER. ~
~ / 7. a oz ~ / 2 ALL DISTURBED AREAS SHALL BE VEGETATED IN 6 RR
NGL / V 15R I ACCORDANCE WITH THE PROJECT VEGETATION PLAN
~ i 7. _ ~ i \ I U ~i ~ ].O ULIAIL E, SHEET C20.
V \ , ~ ~ a ~i5 3. MODIFIED WETLAND LINE REPRESENTS APPROXIMATE
V ~ / ' WETLANDS LIMITS IE 0.10 ACRE IMPACT OCCURS ON / ' 6 ~ LOTS Y NATI
~ ~ ~ ®810 x\9.53 , N ' / L B ONWIDE PERMIT.
CRN MAG ~ 1 7.9 ~ DCl ' ~ / 32
P ~ ~ NAI / ~7 5 ABBREVIATIONS: 5 ss ~''sR 6
~ - ~ A~~ , SM ~ V CUh~PY1~~;ld Hr;E~ NE 40LF 820 RR 15 PI 39 ~ CL CENTERLINE CL
/ ~ , ~ ~1 ~ CMPI CORRUGATED METAL PIPE INVERT
/ p 18 RCP ~ 14 ~ 9.03 ~ \ 57 ~i ° sR DCL DITCH CENTERLINE 15 ' I , S~ ~
GRN / \ ~ NEW 40LF RCPT REINFORCED CONCRETE PIPE INVERT \
~ O.-~_ ~ 1106 / / ~ RR 7 / ~ , ~ iNV ~ ' 8 RCP GRN GROUND SHOT ~ ,
A ~ ,5 ~ ~ \ \ ~ / \ ' y~ Q o TB TOP OE BANK I--I / U-
~ A ~ 6 ~ ~ ~ ~ ~ ~ 15 CP i ~ CL \ s.9o ~ I,PPI CORRUGATED PLASTIC PIPE INVERT 1 ~D ' \ ~
~ . 5 '9 ~ ~ INV INVERT ` r,
~ ~ ~.L ~ L ' a>;~. 7 R 1111 ~ ~F SQUARE FEET 5.56 / ~ / ~ \ ~ ~ WL WETLAND LINE
~ ° os \ 2 1 MAG _ _ o - ~ RR 7 ~ ~ 40~F ~ ~ , i , ~ ~ 0~ 2 ,5 PI ~ ~ RR / \ HIGH POINT HP ~
GR 5 CP ,RN ~ \ 6.01 ~ o~ I - ~ ~ L~ ` 53 ~ 15 GPI ~ A W R~ fio1. i ~ HW EXISTING HEADWALL 15 lPl ~
_ 8 t7 - - Cl IS \ PP PWRP ~ ~ ~ / 27 0 E OLE 3 ~ -
RR;PIKE PP ~ ~ - _ - - - - RR 1109 ~ 3 7.74 I \ \ NEW 40LF 0.8 ~ - ~ , e \ I RC .F / W I®I RR h
F I r- _ ~ ~ ' ,5 A \ 1 P I , _ _ ,5 G I ~ 40, ~ 8 RC . o ~
665 - -.~r~ f1f,L \ RR ~ ~ Ni L I; CPP ~S 92 / z 15 CPPI / ~ ~ ~ 5.26
V ~ ~5 rPPI ' 0 8 RCPT ~ nn F--I F-~~ ~ G
~ RR 1 1107 7.47 o r~ , L~~~f ~ ' 1101 ~ cRN A / ~ cPPI ER 821 711 ~ ~ R ~ ~
- ~ 7.7 ~ ~ ~ ~ 824 I P I \ L \ 5.45 ~ ~ = \ ~ IP>I NEW 30EF HOPE T FEAR P~ ~
' ~ ~ 5 RCPT I ~ 5.78 / ~ \ RA 903 LIFT STATION. C ORDINATE FINAL ~ ~
~ ~ I 5 RR ,5 I ~ / RR ~ RC \ 63 OCATION H PROJE T N ~ o ~ L C E GINEER ~ I~ ~
1 i V ~ 5.78 I ° 7.45 15 CPI , / W
I~ I ~ I y GRN ~ 15 I I I ~ 87 1 HW RR 5.4 ~L AND C OEINA WATER SERVICE. A ~ ~ / \ ~ r~ % o N 65 ` 6 V ~ ~J
F~. I ~ 15 RCPT , I ~>Z ~ ' ~I \ ~j ~ ~ ~ \DCL
719 7.0 ~ N I ~ ~ , 71 V ~ o 7. 6N ~ CL ~ h®I
6 7t \ ~ / ' ~ / ~ ° GIN DRAT i ~ DRAINAGE BASIN 6. 6.6 W
~ / / \ ~ ~ ~ CRN , ` I-I
~ \ \ \
1' 0 ~ ~ f oGL ° e 6D 7 4 DRAINAGE BASIN #5 „ ~ V 9 ~ Q ~ o V 6. ~ V ~C ~ I®I
o ~I. a2s , w ~
6so 15 A 7z 7.F. 0 0 NAIL SM ~ GR ~ GRN 155 ~ ~ ~ \ , ~ o
RR iSSRC ~ NEW 40LF
, I _ - 0 6.33 ~ \ i~ , GRN ~ ~ ~ 1 RCP 0 RR 5D7 ~ 15R I ~ h o
-~3 I v GN , I o 111 , w~ ~ , w
COMMON AREA ° 6RN \ 4 s.ls oa ~ ~~GN ~ ~ U ~ II ~ ~ , zx
759 INU GRN R~ °GRN P, a6 CLEARING LIMIT IS , ~ ~ Il \ a
~ I ER 714 ~ , ° 7.t3 5.55 \ ER 714 PROPERTY LINE OR ' S5a ~ o tDCL
DRAINAGE BASIN #4 cRN ~ 683 5 I I o 15 RCPT ~ IS 15' MAX. CENTERED ~ ~ ~ 1PK 5
5 ° 7.68 f,RN ~ ` ON SWAEE (TYP.)
I I~ I G ON ° fRN . „ 695 ° bou ~ f 4 Ll l ~ `C ~ ,:5.45 1 - A / DCL
i U~ °GRN a 2 GP,N NAIL 5 RC RN
\ 3.7 90 \ 15 CPI
/ 11 RR HW
V BLEARING LIMIT IS ~N hR4 / PROPERTY LINE OR 4 6 3.5
aNAIL uG~ A ENLARGED DEAD4~fjtA Y , y V ~ a,~ H 15R
07.4, I~~ MAX. CENTERED RN 0 G
C8 kAL 1 =5O GRN ER ON SWALE TYP. ( ) SM ~ 5 fooo~ 591 RN
~CL CL V N 3090C8.DWG

1 RELEASE FOR PERMITS JKA 2~24~04 ~ ~~i~1i11111 ~~~~~AA111 lllrr~~/,/,
2 EFH COMMENTS JKA 3~19~04 ,,~o~ CAR ,0
7 tiss'r' f . 3 NAViuAI~ REVISIONS JKA ~/so/o4 ~
N~~ DE_SCRIPTIDN BY DA EE F A, r~
15'P , Revls~ons
~GIN~~ °
- ~ ~ I{a-- ~sa9 ~ ~ ~ 'GRN - SAT - - _ _ - ~ p ~ k ~ `r~
F6h ~ Nf~ ~ J 5 /iq, EVIN 4 1 15 R ~ ~ t l~rll!!1~ IIIr;
D~.~ , V ~ / ° 5.66 ~ 1 - V , ~ ~ ~ NAIL ~ ~ ~ ~ V ~ -0
7 41 ~ V ° \ RN ~ ' , ~ ° 5.91 O 1 cRN 5. V ~2 ~ ~ 1 H N MBER ~ 53 0 OUSE U
~ I ~ V , ~ ~ 5 77 , I ~ C ~ 113 ~ ~ G~. ~ ~
V 1 ~ ~ I 1 ~Q 6.7. ' ~ AIN~GE BASIN #4 - \ ~ ° A,L 5a5 s~. ~ O, ~ ASPHALT DRIVEWAY ~ ° w~ 0 n~i , _ ~ ~ c ~ ~ ~
ER ~ I 3.47 ~ , ~ 908 ~ ~ ° , CEEAf~iN~ LIMIT I~ 4s ~ a
CLEARING LIMIT I~ ~N HP-, °625 ~ GN -r. ~ \ , SM 1 ° . cRN - ; ~ DG~ y I ~ BRICK DRIVEWAY ~ ~ PROI'Eh l Y E!NE-~~ 6 ~ a ~ ~ a OQ ,
' 5.4 PROPERTY LILAC OR ' ~02 / , ~ ~ ,RN ~ 15' MA~'~CENTERED 5.5 ~ ~ GoNGRETE oRIVEWAV c~ V O W 1 5.40
,.4 ~ 5 s ~ , 15 MAX. CLNTLPED cL , , ° 5.38 r i ~ DC GRN '6N SWALE 1 ~P. ~ ~
1 ~ ~ 1, 5,, N WA TYP ~ j m 5.4 1 u~L 0 S LE ~ ~ ~ DcL , °,b6 , ~ ~ ' 1.08 V o1 ~ GRAVEL DRIVEWAY Q ~
V ° ~ V MAG ~ A ~ 910 ER ~ ~ O ~ ~
1 ~ , ~ I , ~ ~ ~ 6.39 ~ D ~ 1 ~ ~ 15RCP OP ocD ° NAIL ~ 4 ~ a. ~ EXISTING WETLANDS • • ~ RN V ~ oR 1 / ~ UD ~
~ ~ ~ 6.36 ~ 1.5. , ~ (,RN L ~ 1- 1 POTENTIAL WETLAND OMITS ~ ' S.i ~ SEE NOTE 3 THIS SHEET E-~ ~ ~ ~
2c 711 ER ~ ~ D ~ ~ a ~ ~ ~ ~ 4. ~ W ~a ~ ~ ~ ~ DIREC IION OF E LOW ~ • • ~
15 CPI 1 42 6 1 / , 15 CPI ~ 4.97 ~ W W w ~ ~ ~ °GRN ~
V ~ Q D ~ DRAINAGE BAS # cR 1 ' ~ ' ~ V ~ 4 5.69 ~ 4.23 EXISTING SPOT ELEVATION ~ ~ c~ 4. O G ~ ~ ~ ~ E~
~ i , ~ / ~ 1 1 ~ t ~ 4.9 ~0 . 6.5 ~ 1 ~ 4aD .DC ~ NEW SPOT ELEVATION ~ U ~ a
LEARIPJG LIMIT I~ ~~N V ~ ' ~ V - 5.as ~ ~ p..~ U~ ~ v Q
~ ~ 1 - , , ~ L R PROPER f Y LINE OK Da ~ ~ V VACANT LOT ~
c ~ ~ 5.52 ~ P 6~ ~ i 2U, 710 c 15 MAX. CENTERED V ~ _Q ~ cL CP y 1 ~~0' - - ° ~~RN ~ ~ ~ ~ V ER ALL EXISTING TO REMAIN G~
N ~ ~ I ~ ~ ~ ~ 5.5 ON SWALE (TYP , 4.~ 1 ~ I y ,y y REMOVE EXITING DRIVEWAY,
NEW 4OEF °~9s ~ ~ , RR RESET EXISTING PIPE
chN ~ ~ ~ y 4s3 18" RCP 709 5.os , y y 6.3 WATER REMOVE EXISTING DRIVEWAY, 1 Z ~ WL R e
4.92 15 RCPI ~ 15 CP ~ , ° RN ~ ELEVATION=4.6 ADD NEw DRIVEWAY PIPE I ~ v y y c I -S-SEWER MAIN +
' ~ 11~ ° 4, s4 v~ ~ ~ V 1 RR ~ 4a8 RR ~ ~ / ~ 802 4 86 ~ I ~ - - - ' ARING LIMITS
-'5'93 a 'NL 1 ~ 6.06 ~ ' 5. 3 , DC~~./ 45 RCPT 50 15 CPPT 6 ~DC V ~ 0 3. ~ ~ ~ ~ ° ~ GRN Z 4 ° 5.40 y y y y y y y GEE 1 cRN 4~4 ~ o~ T H T, ~ ~ 51ST FENCE-SEE DE AIL A S EE G20
_ - ~ ~ ~Ry • CL ~Y ~Y J~ 556 . ' I ~ ' 4. 3.84 WL V ~ j O 55 6 . ~ ~ wiy ~ ~ y v. y y - -GRASS SWALE-SEE DETAIL B, SHEET C20 v ~ t
G~ = - 5 - ~ 1 ~ P I , ti - ~ - 1.1 ~~N:~ ~ f1 ~ ,DCL / , ~ ~ 4.74 CHECK DAM-SEE DETAIL C, SHEET C20 ~ ~ i y y ~ y y y y y
d 7 W 1 ° , , ~ I I ~ r ~l~l I INEE1~OUtEEi PROTECTION, SEE DETkI~ D, SHEET C~0 ~
I , c 1 5.31 ~ ~ y J~ y , Z~ 6 ] 4.9 ~ `y ~L ~Y ~ y ~ ~ ~ ~ (D
i 15 RCPi0 ~a-~/ UL ' , ~ ~a ,6.24 1 ~ 5 4 c~ °CL DRAINAGE BASIN BOUfJDARY ~ ~
DcL 5.25 / 707 RR HW 11 ~ ~ ~ ~ , ~ ~ ' I; ~ 15 RC11~ - , 5.45 ~ ~ V D E ~ ~ ~ ~ SM SEWER MANHOLE zN V ~ 4 ~ ~ ~ I GRN - Q_
V ~ ~ 15 RcPro 5.3 i ° 5.26 ~ ~ y ~ y ~ y ° N~ni cRN ~ T TREE ~ ~ w ° 5.04 m"
7O~r ER ~ i V a 9a ~ / y I GRN r E LANDSCAPING ~ X
y y y ~ , 15 RCPT ~1 1
4.69 1 ~ 1 I \ \ _4.94 / ~ ~j ~W~ I ~ ~ / L~ .y y , ~ ~Rr~ _ _ ~ SPECIFIC WORK ITEM: ~ ~ z ~ ~ - i~ - o 0
IP j WL 1 5 ~ I I __f- I ~ - ~ - ~ REROUTE EXISTING WATER MAIN ~ i °4.81 ~ - _ F-
1 y y y y ~ ~ y ' 4.13 ~ ~ , DL 6 I 61 cRN - - BELOW NEW DRAINAGE PIPE. PROVIDE ~ `~O
o~~ 2 GL D' G 1 y ~ y y y y 6 ~ ~ I ~2/-~ ' R RN ~ 18" MINIMUM VERTICAL SEPARATION. W w
ou GL ~ ~ 8 ,240 ~F V 1 y s J~ 4J CLEARING IMIT l~ ~d ~ ~ I ~ N01E~. -o ~
~ I ~ ~ y y y ' 4.78 2~5 AC. ~ 1 ~ ~ ~ PROPERTY INE OR ~ - ~ ~ x~ 5.1s 6.0 3 ]~2 1. WHERE EXISTINh ROADSIDE SWALE EXIST, EXITING r~ ~o
~ v 1 y' 1 , V y ~ ° ~ y y ~ 4.52 ' , 1 / ' I ~ GRN Wl 4.52 or,E ct 1 i 15 MAX. C NTERED SWALE CENTERLINE GRADES ARE SHOWN. WHERE fJ0 ~
1 .8 1 ° 3 D7 4.34 I 5. 1 - v ,1 CR ~ ~ ~ ~ _ I RR HW ~ N II ON SWALE ,TYP.) ROADSIDE SWALE WAS EVIDENT, GROUND ELEVATIONS >
~ ~ 15 CPi `y 1 ~ y' ~Y `y ~Y ~ 79 ~ 0~ 4.98 2.99 °GRN ~ 1Ob- , ~ ° - ~-4.J ~ 4. ~ WERE SURVEYED AT THE APPROXIMATE LOCATION OF U ON 15 ~ _ ~ ~ THE NEW SWALE THE CONTRACTOR SHALL BE ®
~ ~ ER ~
4 9 0 296 0 2.73 fi~ 2.73 5.58 ~ ' ~ _ RPI GftN 2_3 0 ,1 ° ~ 15 kCPI y ' _ y' GRPV ~V y CRN 2.~3 I ~ ~ ~ - RESPONSIBLE TO ESTABLISH NEW ROADSIDE SWAEES ~ CRN I ~
I ~ 4 77 , ~ ' i TO THE GRADES SHOWN AND IN ACCORDANCE WITH I a y y DETAIL A, SHEET C19. THE CONTRACTOR SHALL
I5 CPPI~ t~ y .j, y, y I y 1 ~ ? I ° 3.Zn ~ ~ GRADE EVENLY BETWEEN HIGH AND EQW POINT
705 , ~ , V ~ ; ° 3.2. 1 ER F I cRN 4.78 1 y ~ y 5H y ~ I cRN ' I y V ELEVATIONS SHOWN ON THE PROJECT PLANS,
,s GP I , ~ 50 71 Sr 4 s9 ~ 2, Dn ~ , V WE 5 D V , a 4 COMMON AREA SWAEES SHALL BE ,RADED IN A 8
~ ~ ~ V 1 ~ ~ v. I y 1.1 AC. 1 ~ S. 4. 4 ~ ~ 4 5309 ~ a Dc V 4,44 SIMILAR MANNER.
Cy 4.7 - `Y ~Y 5.41 ~ ~ ~ y J~ I I ~ 5301 2. ALL DISTURBED AREAS SHALL BE VEGETATED IN 74 RR
, Dc4 ~ s 1 a CI- y y y y y I~ ~I y y y 4.61 ACCORDANCE WITH THE PROJECT VEGETATION PLAN DCL RR L~ I 4.64
/ 1 1 1 4 4 ' ~ I V i 0 2.01 y J0 474 ~ ~ DETAIL E, SHEET C20. I -INv
~ DC ~ / I 1 GR o ~ 1 4. ~ y y ~ ~ y ~ ~ ' a Ga J'l12 J' J' I ° 2.56 I 4 ~ 4.ia Zsa ~ _INV ~ 3. MODIFIED WETLAND LINE REPRESENTS APPROXIMATE ~ ' I ~ ~2~ ~ ~ i WETLANDS LIMITS IF 0.10 ACRE IMPACT OCCURS ON
1 ORN RN ~ 0 3 5 / 1 4.99 3.04 0 2.89 I S C ° ` 50 ~ ~ 4.D6 , y y y ~ ~ I y ° CRN ~v GRNy o N GRN I I ~ a59 5 15CMP1 LOTS BY NATIONWIDE PERMIT.
103 ,5 RCPT, ~ ~ ~ ~ , c rr ~ V °3.92 FXI~TIN PIPE T. ` I 1 ° DLL CL PIPE ~ ~ BE
1 ` y y y 4,90 4.47 ~ ~ y 4. ~y CRN 16 H W ER GRrr RN WEIR 4 D ~ 4 5a ~ I
V OUERFLOW BAN NED IN PEAC 4.32 ~ 5-W 05.1 6.3 D ~ DRAINAGE BASIN #3 15 R I w~ 1 GL ° SRN y y 4.69 LUG BOT )NED IN PLACE ,;SL~PI ~o_~__- DG~ 5a ABBREVIATIONS. ~
C9 C 9 4.67 ~ ~ 1 DcL ---mss UG BOT _ - _ - ~ - 4 4.22 : CE cENTERLNE 90 X66 ~ - - DCL 15RCP1
1 ~ V ~ 98 DC i''~ , ~ 7, ~ I I4,71~CRN 1 ~ I ti CPFI 3 I ~ 4.59 DG , 4s a 4 CMPI CORRUGATED METAL PIPE INVERT Q, 15CMPI o 63 _ 15CPPI 15C RR DCL DTGH CENTERLINE
~ 4 , 4 Nt 2.18 y i ~ - 3OLF 18 RCP TO GEAR 5 Dc . ~ 5.74 G 4. .MA + 5 3 a2 4.44 r i ~ DG~ ~ 5312 RCPT REINFORCED CON„RCTE PIPE INUER
ER OVERFLOW T T I I , 100 LIFT S A ION, COORDINATE ~ DCl _ - , ~ DCL 4.4 RR GRN GROUND SNOT
1 t 90 ~~4- I N 45 /4.31 5 , 15~ PPI FINAL LOCATION WITH PROJE ~ - \ DcF ~ISTING 18 - a i PI a- 5310 a 4. TB TOP OF BANK
WL 'M_ ~ fl , 1 I~ ~ ~k45 0 ~ 5310 ENGINEER AND ' ~LI~- , _ - - ~ , l EM ~ ~ DCL c r ~ ~i ~ CPPI CORRUGATED PLA,TI,~ PIPE INVERT
GRN 4.4 ~ e_ , 1 5 3f~ ~ C~ ~ I LS e DCL ~ 1 ~ 186 MF!~ ~ CL 8 89 ,.f, 5.12 ,.1,N INV INVERT ORN ER F
1 ~T ~ RR HW s ~ERUICE ~ c~P~ - ROAD ~nc DGL V ~ ~-E~~I~iIN~, i~l PIPE TO BE 233 ~ r~~~F WINDS DCL SF SQUARE FEET ER wE WETLAND LINE
S ~ ~ ~ D.l ~ ~ ~ 62 _48 ° ~Rri 4!5 ' ' RE~IUFD. IP c LE fV~ RCP ~ - ~ 15CPPI IsGRRI DOUBLE V HP HIGH POINT I--~
/ ~ ~ 03 U - ~ 3.51 CL ° ~ ~ ~'S0~ - - 3 1 ~ 4.76 - 2.33 15 RCPT ~ 6.27 ~ 1 PPI 15CPPI 5 5300 DRIVE V Hw EXISTING HEADWALL
4.C~ 3 2 N~ - 15 RCPT C GRN ER [ _ ~ - GRN 1 A ~1 ~ ~ CMP - - q 2 ~ ~ 3,86 3.67 , 5214 V PP POWER POLE ~ WORK
,,4L(~,FLUW Is CIOPI ~ 15CPPI ER NV .~.i~ 15CPPI 9 NO ~
4 s~ WEIR 3 D ~ , ~ NaIL _ Da 5210 5212 CLEARING LIMIT I~ ~ EN ~ ~ BET'S ~
GR ' ' = - ~ - - CI ,i- DcL -4+9 158RCPl 15 RGPi ~ PROPERTY LINE U - DRIVES U W ~
~ ~ DCL EXISTING 15 PIPE TO BE i ~ I ~ ~ ~ ~ ~ C
~ ~ ~ - ABANDONED IN PLA E 15 MAX, CENTCRE ~ ~ / ER 5204 ~ 4.2 ~"514 G5 -4.79 T °3 2~cN ON SWALE TYP. ~ ~
X, f,RN , i AND PLUG BO H EN S c~N ~ DCL I~ v~ ~ W I~
~ , Sj - ~ V ~ ~
I ur,~t V AE EIM!T ~ ~ ~
~r' M : ~ k JU ~ ' ~ ~ ~
/ 1 ~ ~ V I ~ c ~SCMPI 50 NEU~E RIPA IAN .;ET V V 2 n°3.01 ~ ~ ~ IPA IAN .;ETBACK LINE - ~
cerl ~ ~
V c~ ~i ~ ~ ~
~ ~--CLEARING LIMIT I~ ~ ~
~ ~ 7~TIIJ~ 1~ A ' ~ ~ ~ PROPERTY LIh~JE OR I , 3 W ~ ~
F l_~ E~EMAIN WETLAPdD LINE - ~ °P1Vf
~.4 15 MAX. CENIERL ~ , GOND SCR
~ ~ UN S~"SALE (1YP ~ ~ r ~ X90 '1 R f ~ ~ ~ vn qP ~ -I
w ~ y0 Z S
V \ ' ,2 ~ ` ~ ° ~ ° cR ~ ° ° 9 ~ H ~ V L ~ ~ Q A
~ , ~ 7~ CA A A C LIMIT ~ 1 , 2 P O Q~
~ , SEE SEE ENLARGED VIEW
1 ~ 2.4 c T DGL 50 NE ~E IPARIAN ~E QA~K LINE E BIACKBEARDSW ~ F OUTLET AREA o ~0°~"D
~ ° GR CR SfTE - ~ ~ ~R
SHEET C17
1 ° 3.99 1 gt1C R
GR °-0~0 _
° WETLA LINE
cRN ~ KEY MAP NOT TO SCALE
°',23< SFF ENLARGED UIEW OUTFACE #3 GR I
I D D2 1 OF OUTLET AREA
SHEET C17 NORMAL HIGN
~ GRAPHIC SCALE
Northwest ree WATER LINE OUTLALL #2 50 0 25 50 100 200
1 '
~ A ENLARGLD DRAINACL PLAN ( IN FEET)
I inch = 50 ft.
~q -CAI_E ~ C. Cy
1,~ 3090C9.DWG

1 RELEASE FOR PERMITS JKA 2 24 X04 " ~rn~~i,, - - K CqA
2__ F F H COMMENTS JKA 3 '19 04 _ L,~,
~,ES , ? 9
- - = rr,~''
NCI, DESCfCIf' 1 IC1N BY DATE -
1 ,
Revisions - : , ~ ti•. ~ ~ ~ ,
''~~i IN r - _ ~i~~uunmuuit} ~ ~

ABBRE'vIATIOiJS~.
CL CENTEREINE
5310 HOUSE NUMBER CMPI CORRUGATED MEiAE PIPE INVERT O
DCL DITCH CENTEREINE G~ ~ d
ASPHAET DRIVEWAY RCPT REINFORCED CONCRETE PIPE IPJVERT a ~ Wv
GRN GROUND SHOT BRICK DP,IVEWAY TB TOP OF LANK O ~
OP~~ ~ O •
CGNCRETE DRIV WAY GPPI CORRUGATED PEASTIC PIPE 1NUERT ~o~o DER E INV INVERT O~
SE S UAR F T ~ ~ ~ ~~~'P o~ ~Q ~ U~ r'
GRAVEL DRIVEWAY Q E EE o `a i ~f WE WETLAND LINE Q ~ ~ e
EXISTING WEIEANDS HP HfGll PGINT Q ~ ~ P~~` N~~~~' V
HW EXISTING HFADWAEE ~ ~ WW~~
POTENTIAL WETLAND LIMITS PP POWER PGEE a° ` ~~EE NOTE THIS SHEET BIACk'BE4 ~ RD, z 1 ~~1~vW
_ - ° FppE~; DIRECTION OF E EOW ~ ~ ~ Od~~l a ~ ~
a
° 4 E3 EXISTING SPOT EEEVATICPd euc 5 n ~ Q-, Ul ~i U~ ~ a
ER 4.05 ~ 5.20 I PI Cl \ ~
~ NEW SPOT EEtVA i~ON ~ ~ ~ 90
U VACANT EOT ~ \ i r 15R BPI ~
KEY MAP NOT TO SCALE ER ALL EXISTING TO REMAIN ER EIW
o 211 Il c~ s4 ~ I RCPT ~
RR REMOVE EXISTING DRIVEWAY, , RESET EXISTING PIPE GRAPHIC SCALE ~ 12R I ~ ~ ~ •
R REMGUE EXISTING DRIVEWAY, so „ 50 ~o0 200 ~
ADD NEW DRIVEWAY PIPE ~2~~~ ER 5 ~ ~~~Ir,
-S-SEWER MAIN 12R i ~ 1.2 5.3 ~ ~'J~~
- - -CLEARING LIMITS CL DCL ~ ~ ~ ~~4W
~~SIET FENCE-SEE DETAIL A, SIiCET C20 ([N FEET ) , ~ 54 ~ 15 PI F -Z~)
---GRASS SWAEE-SEE DETAIL B, SHEET C20 1 inch = 50 ft. r ~ D_L ~ CO ER HW ~ ~
CHECK DAM-SEE DETAIL C, SHEET C20 W- N 1 z ~ W
INEEi~OUIIEi PROiECiION, SEE DEiAiE SHEET C20 4. 9 ~ 4.4 ~ 15 Pl ~ C~~I
15RCPI + L~ ~ ~ , f:
DRAINAGE BASIN BOUNDARY ~ ER ~ a~, ~ x ~ sQ
SM SEWER MANTIOEE E 44 , , ~ ~WW ER i5R PI, l ~ z
TREE ~ i i2 s 1 - i12 r2 ~
~ ER 3~,,~ LAND~LAPifd~ 3.561'' 15 - 1SR I / t14 DCL ~ ~R 15 - 64 ~ > (9
' ~ ~'o ,5 P~ ER HW ~ ~ W U~o
SPCCIEfC WORK ITEM: i5R 15R ~ ~ ~SRP I ~ S ` 6. 1 ~ ~ ~ ~
` 15CPi U`-~ ER 6 ~ ER HW X~,
REROUTE EX1S11NG WATER MAIN ~C~ ~ ~ ~ 5 22 ~ ~ ~
BCEOW NCW DRAINAGE PIFE. PRGUIDE as ~o l,R 18" MINIMUM VERTILAE SEPARATION. 60 ~ 'o PH 15R I ~ ~>~N
fdUTES ~ 3.4 DRAINAGE BASIN #9 n ~ oN
- ~ ER 15 CPI G 6.6 ® ~ DCL
1. WHERE EXISTING RUAD'~~IDE SWAEES EXIST, CXISIING 1 _ , 8 ~ ER ~
SWAEE CENTEREINE GRADES ARE SHOWN. WHERE NO / ~ ~ 1 a , REGRADE ROADSIDE SWALE
R~=IAUSIDE SWAEE WAS EVIDENT, GROUND EECVATIGNS ~ o~~ \ 3.58\ WEI~;E SURVEYED Ai INE A}'}'ROXIMAIE LUCAIIUN OE 15kCf DLL' 5.61 3, 4 ~ r.~ 15 Pi POTH SIDES THIS STREET ~ ~ ~.5a~
TIIE NCW SWAEE. THE CONTRACTGR SHALE BE ~ ~1 'SRC' . ~ TO REMOVE HIGH AND LOW 12L ~ 591 ~ ~ ,SRC
' ~ ER'~ I'ESI'UiJSIBEE 1U ESIABUSH NEW RUAD`;IDE SWAEES 1 1 ER'~ -1~ ~ POINTS ~ ER
1 ~e~ I[j THE GRADES SHOWN AND IN ACCORDANCE WITH ER X573 ~~cF 1 1~ I~c~ ~ , 4.
~ ~D DEiAIE k, SHEEi Cly. THE COiViRACTOR SHALL ' DCL 7. 5~ pQ 8 5.11
ER GRADE EVENLY BETWEEi~ NIGH AND EOW POINT CL Q 15RC I ` ~ 6.13 ~
EEEVAiIONS SHOWfJ ON THE PROJECT PLANS. 621 Mnc a 15RC ~ ,
COMMON AREA SWAEES SHALE BE GRADED IN A 59 ' 4.36 ~ 6J3 oC~ ~ ER ~ oc~ /I
SIMIEAR MANNER, 3.9 cR _ 15C I , ~ 5J 15RCP
2 AEE DISTURBED AREAS SHAEE BE VEGETATED IN ' ~ ~ 1 ~ ~ 1 ~
ACCORDANCE WITH THE PROJECT VEGETATION DEAN 63 4.02 ~ 5RCP1 ER REGRADE OADSIDE SWALE ~
DE IAIE E, ~,HEE r c2o. ER PI oc~ , 1 ' 6.5 15 BOTH S S THIS STREET ~ 665
3. MODIFIED WETLAND LINE REPRESENTS APPP,OXIMATE 5sT sa 5.9 D ~ 4.4 CL ~ DCL 15RCP . V oa TOR OVE HIGH AND LOW 6100 ~ oc~2,
WETEAIJDS LIMITS 1F 0.10 ACRE IMPACT OCCURS ON , SOTS BY NATIONWIDE PERMIT, a 3 ~ 1 2.02 0 1 , POI TS 6R +
15 CP] ~ 6
0 6.39 ER ~ ~ SRN ~ / REGRADE ROADSIDE SWALE 1 ~ ~ 23 ~ ~ ~{~~i! 8.2~ ~ 6106 41i cRN,~7.0
RA ~ p~ BOTH SIDES THIS STREET ~ \ ~ TO REMOVE HIGH AND LOW ~ c /~a ~ c~N . / ~ ~ a ~ ER HW ~ 6.3
6.9 1 ~ / DCL ~ 15RCPI / - ~ 1 ~
593 C~ ~ POINTS ~ ° r,RN 5 t , V 6 0 / „8 24 7.1 ER 5R2P~ , ~ GR ~ 6~8. ~D l iSRCPT./~ / / E~~N
~ 1 u~ ` , HP Z7 , RCPT ~ ~ a / ~
_ _ ~ ~ ~ a2i 6.3 v F-
o ~.iD 12~PPI ~ DC J8 V , / ~ 8 4,99 ~ / ~ ,RN RA cRN U~ Q'
~ GRN ER ~ 8. 7 n
d2 ~UCI. 1.4 6. OC~ ~ H 1 A ER H W 4 ~ ~ ~ ~ 98 2 6.57 CL
1 PI 15RC OC RN 7.63
R / I. DCL ~ W ~ 5600 = ~ 6.15 a 8' , l l
GRN GR Y UCL ~ F- o / 1 r ~
~ 6116 _ e.i CRN 25 (J~ ~J ` W I-~ CRN R HW ~
5.8 CP 15RC I ~ ~ RN ~ /mil 1 / - ~ F
V 6,5 C - i ~ 15R I ~ DCL ~ OCL ~ 6 / 6103 ~ 84
ER HW ~ ~ F~2~ ~ 7. + ER A~ / ~ f--. H 6.18 ER - ~ ~ ~ PC 0 6~ ~4
~ ER F{W 15R~ 6118 HP ,SR~F~ tSR~ ~ CL ~ 15 'PI F/ ~
p ~ 8.16 7 fiJ0 SRCPI ~ ~ ~ ~ / ~ 2 V
15RCP1 ~ ~ 7,51 C~ MGR ~ DCL/- 6 . ~ DCL ~ 1 . 5602 6 _ ~ I~
~ CPI ~ ~ i 6]7 _ = _ ~ ~ T 7.12 DC / V Ss ~ ~ 7. : ~
ER ,5~1 ~ ~ `i 7. 1 \ 1 15RCPI ~ , / .86 / 1 ,_k
i ~ ~ i~ CPI 1 DCL ~ ~ 71fi ~ _ ~ ~ u ~ UCL F ER ~ ' ~ 63 CL ,~~SRCPI , / / ~J
1.39 12Rf,PJ/" ~ : 15RCPI °C RR V ~ ~ ~ 3 115RCPI F
~ 8.50 l,RBD'I ` ~ DCL 12RCPI ~ 8 2 ~~.o/~~ `~c~ GR R 6200 o ~ IE - g 15RCPI
ADE OADSIDE SWALE ~ AND G 0~5 6113 / ~ ~ ~ 15c Pi ~ ~ R
BOTH SIDES THIS STREE \ SRN ~o , ~8ai ~ 4 11 ~ ~ RR ~
~ m DCL TO REMOVE HIGH AND OW SRN ~ 86) DCL 6115 - ~ 5604 ~ ~ 115 ,5C P,, ~
5 ~ A POINTS PK ~ ,~~R, ~ ER ~ 4, ~ ~ 1 I°9
~ ~ ~ NAI \ ~ 5 ~ 6202 ~ , , 7. oC~ / ~ / ~
~i12~, PI ~ / 7.74 ER ,~R~~~ ~ ER ~ ~ - ~za, V GkN ~ ' Df,L 1,
~ ~ g , ~ .~0 ~ ~ CL ~ .~°GRN 6 ~
8.0± , , 3~ ~ ~ ~ 9 ~ ~ a, / ~ =152 V i DRAINAG #8
DCL ~G~ ~12R 'I HP ~ DCt~~~ ~ ~ \ 1 1
6.27 ~ ~ C 7.49 15R P ~ ~ 6206 ~ 7.7 ~ / ~ V
C~ ~ DCL y ~ 7.9 / / Df,L ~ ~J - ~ V\ y N ~3
~ ER ' ~ \ ER s l DCL ~ ~
6.1 O ~ RCPI.~ ~ ~ ~ ~ ,3R FI ~ ~ ; A5 ~R~P~ ; / ' ~ ~ 6201 ~ o ~ ,
A \ oc~ \ / ~ ~ ER ~96~.
, , , ; _ ~ n / 1
7,78
V 7.00 8.44 822 e~ sRCPi 6205 DRAINAGE BASIN J(6 / n
34 if 806,/~/ ° 8.98 EC[~/ / C -7.29
~ 15RCPI eL c u
A ENLARGED DRAINAGE PLAN
C10 C10 SCALE 1 "=50'
3090C9.DWG

SPECIFIC WORK ITEM: RELEASE POR PERMITS JKA 2~14~04 r~l'11"'' I'ugrp,, WORK ITEM: ,H CAS
JKA 3 19 04 0 2 FFH COMMENTS I / ~ 0... ,ESSI ?
REROUTE EXIST RERQUTE EXISITNG WATER MAIN - , 9 . - - f f • -
BELOW NEW DR BELQW NEW DRAINAGE PIPE. PROVIDE
i8" MINIMUM V[ NOTES: 8" MINIMUM VCRTiCAL SEPARATION. NC7~ DESCRIPII~N BY DATE
i v a' r I`;TIN ~ Revlslons ,o~~., '
1. WHERE EXISTING ROA[ SWALE CENTERLINE GRA[ E EXISTING RQAU~IDE SWALES EXIST, Ek ~ t~ y ,,i~ . . ;ENTERLINE GRADES ARE SHOWN. WHERE NU _ _ _ ~ "•°"''ty0
SWALE WAS EVIDENT,,bR~UND ELEVAlIT1NS -/-~96 X717/l!lIII II `
~ 59 s.13 ~ / ° ~ ~ ROADSI SWALE WAS E ~ sa 6206 ~zRGR~ ~ r2RGP ~ 'DC WERE SU VEYED AT IT-~ T N of DC ~h ~ J VE TEU AT It~~APf ROXIMATE LQCA 10
r h~ r ER - ~ i \ \ ~ 1 ER \ ~ \ \ • ~ ~ iITE NLw ~ THE ~ ~ 7.78 , V ~ 1HE CON IRACTQR .,HALL BE . ~ /
~2- , ~ / i V 9.i lao aam~~ bs~ ~ ~ ~~~s e.2 C~ ~ R SPONSIBLE TO ESTAB DCL ~ ~ V ~ 15RCPI DCL ITT N W ROADSIDE SWALES 5607 ~a98 ~IBEE TO ESTAdE ~I E REGRADE ROADSIDE WALE aos , ~
~ T TN 'RADES SHOWiJ ~i 0 E G GRADES SHOWN ANO ~N AGGORDANGE wITH T I THIS STR ET ~ G \ BO H S DES ER H W 825 23 ~ -
1 ~ 7.32 ~ e ~ 15RCPI ~ ~ JW ~ ~ DETAIL A, SHEET C19. T ~ °GRN ~ ~ RR F 1 4, SHEET C19. THE CONTRACTOR SHALL 7.11 Dew-~" GL 7.29 TO REMOVE HIGH AND LOW ,5 - ~ ~ o
' ~ GRAD Y BETWEEN - 58; ~ ~ _ Y BETWEEN HIGH AND LQW POINT ~ 7.n ~ 8.2s .~z92~~
~ ~ EL UATIONS HOWN ON POINTS 828 ' ~ ° GR / ° GRty )NS HOWN ON THE PROJECT PLANS. ~ ~ Q <C
7,2 \ ~ ~ COMMON AREA SWALES 1 z~ ~ ~ 6301 , AREA SWALES SFIAEE BE GRADED IN A ~ 5603 D ~ L i"~ ~
V DG~ ~as SIMILAR MANNE . z RA RN / MANNE . G~ 8z ~ N ER ~ saw" ~~D / ,i D
~ ~ ~ \ 2. ALL DI~TURBE AREA )ISTURBE~ AREAS SHALL BE VEGETATE IN i- oGL ~°-g31 ~ - - ~ 8.32 C 'x'8.3 ~ V -
~ ~ 90 ~ A WIT THE NAy- i~CC R HW ~ DCL A~(,ORD NCE %R ~ gNCE WIT THE PROJECT VEGETATION PLAN s9, ~ O ~ ' ~ ~ ~ ~ 1 .I ~~,~e.~ ,i ~ ~ 7D • ~ ~
~ ~j2 , / ~ ~ 4 DETAIL E, SHEET C 0. DG~ -l 6305 ~ .5 SHEET C 0. DG~ 15RGPI ~ asG' TED WEIEA LINE REPRESENTS AP ROXIMAIE ~ D RGPI ~ p~ Q
/ ~ 3. MOUIEIED WEIEA LI 0 / ~ i' / 861 810 WETLANDS LIMITS 1( LIMITS 10 ACRE IMPACT OC URS ON 8o GL ~ 1 W
~F4 ~ ~ ~ ~ P' ER HW ~ ~ / ~ ~ LO1S Bl' N NWIDE ~'E ~ - D ~ RCP U . , ' N NWIDE ~ ERM1T. ~ ~ / W W ~ . ,
DDS' / ~ ~ ~ ~ / ~ io a ;5k Pi BBREVIATION~. ~ / ER 5608 ~ ~ ~ ~ W
EVIATioN~. V 8 ~ 9 4~ ~8 O ~ W E-~
i~~'a~.T~l /i ~ % ~ C~ C~ CENTERLINE ~ ~ . 9. ~ DCL ~ ~ CMPI CORRUGATE[ CENTERLINE 983 0 ~P SAG PPI ~ ~ ~ ~ ~ RR L ER ~ ~ORRUCATEU ETAE PIPE INVE T 5606 a-+ Q ~ Q
/ 4 i / 1 / ~o r ~ DCL DITCH CENTf ~s.z3 DITCH CENTERLINE cRrv
; ~ ~9s RCPT REINFORCED T PIP IN ERT / 8. D REINFORCED CO CRE E E DCL
~ / K ~ ~ ~ RN GRN GROUND SHI GROUND SHUT j~~OPPT
~ D V TB TOP OE BAh~ TOP QF QANK
~ 6213. ~ ~ ~ CPPI GoRRUGx>' I CL ~ DCL ` ~ ER GoRRUGx D FEAS ~ PIPE 5602
a1 ~ I~JV RT RT ~ V
° ds , 1 \ ~r 9' , ~ ) ~ ~ SQUARE FEE V , SQUARE FEE ~
\ ,1,<~ - ~ ~ WL WET If WET INE p
~i Nl as HP ~ MiGH POINT i , 10 HNUMBER P~a MiGH POINT i
i ° 1.4a EXISTING HE \C~ ~ 2a ~ \ ~ - DCL , 5a ~ PP POWER POLI EXISTING HEADWALL ~ 'L- POWER POLE
° 3 ~ ASPHALT DRIVEWAY ~ 7. G \ ~ ~ ~ D G~ ~ ~ ~ I
° 9.a4 V 5405 DCL 66 806 16 ~ ? ~ ~ ~ ~rf1 ~ j •~zN~
RICK DRIVEWAY °N ~ V ~ , lsi \ ~ - a~ / F -I l~
c~ / -,''a 0 5403 ckN \ ~ r ~ W-N i \ 1
61 C I,RETE DRIVEWAY \ \ ER 3 GkN, / 1 / ~ TI / LY
_ ~ ~ GRA L DRIVEWAY ER HW - / ° .24 R ~ / ~ 6,16 CL P 8. 1.11
~ ~ 6.33 15RCPI ~R~ ° \ 0 ~ ~ ~ c 1 PI C C_
\ ~ EXITIfJ WETLANDS 15RGP ~ a ~2 ~ o ~ PR N ~ 15 I ~ D ~ 7.57 CR Q~ ~ X ~ ~w~
~ V ~ T M~R 15RCPT ~ ~ 7 ~ ~ POTEN WETLAND LIMI SeGPr V ~ z
1~ ~ S NOTE ,THIS SHEET -~"80515RGPT \ 902 fi 67 9, ~ 8 ER 804 ER I I W k~,Pl ~ - , ~ DRN ER 5~ A - 76 7.9 6 804 ~ .L
DIRECTION 0 FLOW 12 ~ DC ~ 15 CPl ~ 10.6 1, CPT
'L , o •~09 9.6 C~ 72'~ ~ ~ 9 ° 1 ~ $ k r ° Z~ TB O~ ~ D 4.23 EXISTIN(~ SPOT ELEVATION 5 cP \ , ~ W u~ n
15RCP , ~ 9.06 ~ GRN ER ~ GRN ~ 9.05 \ MAG \ / ~ ~ i - 5816 ~ ~
° G~ ~ 6 5 5404 5406 \ v ER HW ~ 9G ~ ~ NEw SPOT ELEV TION ~ ~ V ~ ~ c, x~~
RC ~ ~ ` 1 ~ 7 A ~ ~ CL A ~ , 907 v ~AGANT DoT D~~ , REGRADE ROADSIDE WALE ~ ~ _o~ ~ Da NP ~ ~
7. ° ls5 \ ~ \ CL 6. 5 - \ ~ ~ 8. 3 1o 7s ER HW > N EGRADE ROADSIDE SWA E ' ~ RGPI / ~
ER ALE EXISTING To R AIN BOTH SIDES THIS S ET ~ NG 6 ~ , ,5 CPI ER 802 ~ oN i/ 6
° Dc~ TO REMOVE HIGH AND LOW ~ ~ \ ~ RR REMOVE EXITING D VEWAY, o 6.7 RESET EXIT E POINTS ~ BO SIDES THIS STREET ~ cPl r` a1a ° 11-12
904 ~ ~ o , ifX "'T Y ~ ~ 9.44 TO EMOVE HIGH AND LO ~ , sMH ~ ~ / 10.93 5 CP ER
RE EXI ING DRIV WA , R D NE'W DRIVEWAY PI ~ ° ~ P 7. POIN S G~ ~ P ER 34 ~ / ~ ~ ~ ~ i RCPT
~ ,GRN ER 7.45 SEWER MAIN ~ V ~ ~
DCL J7 I \ 7. ° - - -CLEARING LIMITS 52 ~ ~5, Gr T ~TnS or ~ 5$14 7 V - ~ HF
909 ~s~ SILT f ENCE-SEE UETAIL A SHEET C ° cR , \ 5805 ~ ' e 9a ~ / ~ /
~ ~ ~ - GRA~~ SWALE SEE DETAIL B, SHEET C~ ° Sao ~ 9 , ,/'DCL i / tl.r' DCL
~ cRN ~ , , CHECK DAM SFF DFTAII C SHEET C?0 ~ Gr RA ~ ~ ,;~4 , i
DCr ~ 4 IN~Ei LNiilEi PR01ECilON, SEE DEi~IL SHEET C20 V ~ 9-79 8~ 7. ER I W / a
V / 06.88 ~ ~ ~ CL ~ I P \ pc~ / a
6 1 ~ / I DRAIfJAGE 6A~IN BO 6 ~ 1 , z, V ~ ~ 5801 ' DGL ~
SIB ~ WER -Ivf~ANF(OLE `GRN , ° ~ s , I o 6.81 GR ` ,~92 / ER \ DCl
GRN GtN ~ ~ 21i ~ TREE V
~RN ~ ~ A o ~ ~ G ~ LANDSCAPIPJG x.40 ~.D4 V \ CL , 7.55
°GRN °GRN / 15RCP \ ,/°Da ~ ER HW
S76 ~ ' 725 ~ ~ ~ I ° NAIL 1 ~ ~ ~ ° 6~ 7 ~ 0 ~ 5808
I 1 RR III ~ 9, ~ ~ c~ ~ , ,De ROP o ~a~~r ER ,~s.e7 / L 2 CL ~ R DCL ~G CL
715 d3 806 ~ dSRr f ~ ~ ~ -
0 5 \ ~ /1.99 7.01 ~.4 \ ° ~ ~ ~ 15RCPI RCPT ' ' ,~R~rl ~ 5804
NEW 4OLF 18 ~ ~ , ~ ~ 800 ~ 1.65 DRA AGE BASIN \ ° 33 \ t e~ CL
RGP ~ ~ DRAT E BASIN ~ ckN I ~ I ~ 751 ~ ~~Qu~~, INV ~ 15RC T ~ ~ NE l L / ER HW ~
_GRN ° p I V \ J' c2
1 C \ 5 / ~
s ~ °~7,6.4~ 38 ~ / ~ y H
~ , S M SM GRN ° 7.36 7 / ~ ~ 722 15 RC 7.36 7 M / F- 15 RC T AG V ~ ~j
° fl 31 ~ i C 1~ ~ / V 1 ~ 5802 ~
- . -e W \ INV ao6 ~ - 7.03 --e-- ~ N W 40LF 18 RR ,,INV E~ ~ ~ 8oE ~ \D DRAINAGE BASIN AINA BASIN y8
~ j - ~ E V 719 ,5 R T ~ DCL o ~ CP 15 R T if J ,
~ 15 RC I GRN 1 7, i ~ ~ R °G \ ~ \ , V W
S GPI RR ~ o o , ~f~ r_1 \ \ /
% ~ CRN 7.3 ~ ~ ~ ~ / F~ 7.3 ~ 5813 W ~ ~ ~ \
V V ~~7 22 DCI 803 ~ ° Da ~ , -
Gtr ~ ~ / ~ \ \ i ~ i ~
V / INU / \ \ 5811 ~ ~ ~ ,,7u
° s.r A 118 \ °~<< ~ RR ~
V ti \ V F 165 ~ V ~,y ° G 0 98
~ D ~ \ G sas ~ ~ c ~ \ ,8 R I 5809 ER -
' GF \ 715 ~ ~ 715 \ i
LEARING LIMITS IS- C \ °g R ER ~ " ~ 5,2 ,5 ~ ~ 6.71 15 RCP
I, °P'~` PR P RTY ~IPJE OR ° ~ V \ G , V I DER C \ ~ ~ ~ ~ ~ / ,5 U
X I R` °8C4 15 MA,. CENTERED s 6.78 \ ~ ~ 'cJ 18 RC , 7.68 ~
~ ~ ti~ t FI e ~ s ~ ~ LOCATE NEW SWA E BESIDE , o ~ ON SWALE (TYP.) °za~ ~ R ° DGT ~ ~ ~ \ ~ RR ~ ~
a a s4 ~ HAT R INATE ER 5 ~ ~ GRN ASP L DRIU . C00 D 15 R , \ / Q A Y / i o3 / ~ ~ ~ ~ ~ ,8 RCPT 5805 ~ / - ~
G ~ °7~3 WITH PROJE ENGINEER. G \ 641 , 8. ~ ~
~ ~ 713 no , CPI ~j 713 ~ ~
2 ~ 119 \ BIACKy[AkN;t A ~,~NU ~ \ ~ ER \ .a ~ ~ ~ RePI 5803 ~
\ 77 P tF ~ 1 6. 3 ` ° CR ER HW \ - ~D~L
3~ R 714 \ - D~2 ~ RA H W X31 / ~ \ B 7 8 ~ 15 RCPT ~ RA
o~ R`E~ G~1 .4 65~ 1.1 ~ 8 7 3~" \ .l CL \DC / cL 5801 D RCPT °
~ GRN INV , s.5o - ~ i GL ~ 5802 cL ER / i i o \ ~ / /
V ~ o n \ / Il . Fw N / ~ 5s ~
° 7.25 NEW 6OLF 18 GRN ~ A ~ \ 15 CPP \ 5802 DCL ~j' ' CPPI ~ G 1 ~
KEY MAP NOT TO SCALE RCP ACROSS EXIS G , ° \ N INV ~ ~ \ ~ V \ ~1R
~ ~ ~ ~ A CLEARIfJC ~II~IT~ I:~-~, GRAVEL PARKING LO / P / ~ / - 1
°8.14 / ` 5 9 ~ ~ f 1~? ~ GRN \ 15 I PR~FERTY SINE ER 1
°CRN C~ , 712 01.3. 15 MAX CENTERED 1 ~ 5 5 NA,~ 5.39 \ DCL I I ` Cl ~C V
6 i R / ~ \ 4
ON SWALE (TYP.) i ~T~ ~ T„ ~ nra ~5 PI
KUU IL NLVV JVVHLL IU MIIVIMILL C~ 5,3R PI MA i /i DC1 vv
EXISTI VEGETATION / °V 1
°E~ AI 1 rN AND ~TRUCT RED S L , APIIIC SCALE W 5802
1 A ENLARGED DRAINAGE PLAN COMMON AREA. 0 INATE 50 25 50 ]00 20 e 709 NEW 40LF 18" MR I
C 1 =50' / FINAL ROUTING ITH PR CT i SCALE 10 ~1 L R RCP 1 7.51
j ENGINEER, 00 GRN 72 ~ V GR ° 0712 ,ly ,7 8.4 % / IN FEET) GRN GR Al
7.59 1 T~~~T GRN 3000011 . DYV G e 1NU l in h = 50 ft. GRN 729 RN o
1

1 RELEASE FOR PERMITS JKA 2~24~04 ,,,~~~unannrop~ ~ ~i
2 LFH COMMENTS JKA 319/04 ~ ~ ,0
- p .li •oF~s iaf,,e'y ; r„ •.9
- ~ NL1, DESCRIF TI[~N BY DATE E~.~~ _
_ 15I~
Revisions
- - 1 ti ,~NF,'• v 3 ~ / k by
~ ~ V DRAINAGE BASIN ''~c7 / ~ 6 ~ ~ ~ ~ VIN e I U / ~ nnmmlu~ n Z /
11" / o f. GRN ~ ~ 7.~ ~
C~ o 12 ~ / ~ ~ 8.4 °~RN / / o ~ ~ ~ CL ~ ~ ~ y / GRN
' V 1 \ a ~ 59 V G ~ / / 1 9 /
~ ~ s - - 1 G o 32 ~ 7 Cn CL ~ GRN v / ~ NEW 30LF 18 HGPE PIPE , - , ~
o G ~ 05 7. ~ 84 ~ ~ ~DC'l CI. ~ ~ ~ ~ / - ° 7 / O TO CLEAR IFT NATION. , ~
° NAZI \ ` ` V \ 1 ~ /
1 ~ ~ \ ~ ~ 6.39 ~ COOR INAT FI / o V D NAL LOCATION ~ Q 1 ~ / / ~
i ° 71 ~ ` V GRN i N~ / / 5 ~ , WITH PROJE T ENGINEER AND / ~ W Q ~ ~ ~ ~ ~ ~ / 5.4~/ ~~Q,
° s_5s , GRN 7.os, CAROLINA WA ER SERVICE 5.86 / ~ - 5.8 GRtj GRN o ~ ~ ~
°GRN ~ Y ~ ARNC EMT S , ~ 5.52 i ~ A \ ~ ~ ~ 15RC 6.10 N ~ ~ ~ O ~ ~
~.0 PROPERTY LINE OR ~ ~ ~ / H ~~>Td- 6 ' V ER HW ~ ~ -
\ o y y l / G ° ,7 15 MAX. CENTERED 630 ~ I ° ~ \ G N , 1N / '6,19 U~ 5 99 ~ / ~ °GRN Q ~ Q 15RGPI, ~ CLEARIN LIMIT IS E-~
el/ ~ GRN ~"o ' ~ sos ~ ON ~AALE (TSP.) DrE 5 y y y v / 1 - i a ~ 5.6 ~ ~ ~
~ DG ° .RN 6. d a ~ v 5 2 ~ \ 533 ~ ocL ' 1 ° Rr~ PROPERT LINE OR r_~ n:.15 1 1 i ~ i WCz1~. rr+~
G N i HP 1. 5.41 ° y y n J5 CL ~ GN ' ~ , , ~ ~ N4 C, 1 / ~J G N CLEARING LIMIT I , ~ ~ / 15 MAX. NTERED ~ ~ ~ ~ NEW 40LF 09 RN U r~
V ~ ~ NAIL ~ ~Y y y ~ ~ ~ ~ ON SWALE TYP. ~ ~ ~ PROPERTY LINE 0 G ~ ~ ~ 18 R ~ ~U~~~
i ~ \ 6, ~ ~ %GRN 5.67 A 15 MAX. CENTERS INV G ~ RR aU~Q~Q
y y y y ~ ~ ~ , ~ ~ \ ~ ~ s7 ~ ON SWALE (TYP.) cRN
0 4.44 ~ 5. „ _.5< ~ o G. Pj ~ ~ ~ GRN I y ~ GR 1 5. ~ V o GR ~ ~ ~
~ ~ ~ L NATION=4,4 5.47 ~ 31 ~ 547 1 ~ 5501 y ~ i
S ~ 6 CL ~ o~~ y y WL 1 5.67 ~CL / 6. B w~ ~ 4.0
~ 31 a ~ DcG J ~ ~ DCL ~ 5.39 R ~ ~ y y y y I J N ~ C ~ ~ ~ ~ / DCL e
~ ~ 42 - ~ ~ ° ° 3.8. 37,658 SF 5.39 ~ 6 G GRN y y ~ 5 ~ 503 ~ ~
Wi ~ 3.68 ' ~ ~ ~ G~ ° V 0.86 AC.~ V A CRN AC.~ , ~ .i , 1
`Y ~ ~ ~ ~ / , ~ ,4. ~ CRN } 1 I 4.76 DCL ~ ~
V ~ ~ ~ 3A5 0 0 4.6 ~ ~ ~ 6. B ' , ~ GRN y y i ~ ER 6.02 GR ~ ~ y ~ ~ ~ 3.97 ~ ~ GRN ~ ~ l( )
~ 4.~1. V GR ~I ~ ~ ~ ~ 1 y ~ ~ ~ 15 CP 4.37 ~ ~ ~ 1 ~ ~ 46 4A , 15RCPI 524 4.J ~ l~
y ~ y y , I ~43 ~ ~ ~ o 1 ~ , ~ 4 ~ O GRN ~Y 1 ` ~ 5R I ,9CC DCl 1~ 1 1 ~ 4 53 R ~
yq y ` y ~ ~ 040 ~ ~ O ~ / ~ y ~ y ~ V ~ ~ 5 ~ ~SRCPI 4.48 r ~-1 ~ Cl y ~ CL 15RCPI ~ Z~
bRN ~ ~ ~ 1 ~ ~ 0 4,33 ~ 1~ GRN V y y y y ~ , ~ ~ v 4 ~ ~ 3.97 ~ ~Y ~Y y 5.6 ~5 7 ~ S,A1' ~ % 3.6; 015.92. RNLI N GRN([ 5.15 15RCPI k~ ~ r`
G 15RC 0 3.01 W ~ 6.00 GRN ~ 3.87 ER ~ ZN . V 060 GRN o 5.48 ISRCPI ~ ~ GL DGL RR 5508 1r
GRN y y y 'y y ~ o .5 y ~ ~ 04 y y o4. ~L ° N y o4' ~ 4.92
~ ~ ~ RR 6.4 b Ga ~Q 40 y y y y y y y y , o ~ ~ y ~ 705 5 C~ y W~ Ga L 47 6, ER m
1 \ DGE ~ I ` 99 0311 1 AG ~ o GRN HP ~ ~ -_~X 1 % - DCL G 15 I- ~ S GRN ~ ~Q
~ ` 5.39 ~ CRN ~L J~ y ~L y y y 1 4 ` ~ \ y ~ ~ V WL o 0 y tl ; ~ a®a ~ z
~ 517 y y y y y y y y y y y y ~ °j ° 6.55 R 9 ~ - 527 ,~6 5.16 GRN 5504 ~ L
/ ~ / NL 4.39 5.6 o ~ ~ GR4 i DCL ~ ~ GRN ER > ~ ~0 ~ / ~ 4.06 5500 5502 ~ ~ o
~Y y y y y y ~ ~ 19 5,19 GRN ~ ~ NAIE \ y y y~y y y y y ~ / ~ ~ / 15RCPI W ~O
1 04. ~ J~ ~L ~Y ~L ~ ~Y ~Y 1 ~ y y y y y y CR 5.4 4 Cl ~ 15RCPT ~ ~
J V ~ ~ 1 0 39 3. 1 5.53 RR n~ F OR ~ O GRN QUV~"? ~ ~ °5s5 ~ ~P 0 axr~
'y y I~ ~ 1 y y y ~ y y y y RN .y y y ~ y 5, 21 ` V L, ~ 1 2.51 99 / 99 ~ R ~ ~~F ~n CD I 5.73 G ~R J ` _
Sn~ ~ ~ ~ ~ 299 0 2J2 °GRN 0 4,10 G o ~ 6.3 ° RN ~ y y y y A~.. y y y y ~ ` y CRN y ~ y y y y y GRN / 51. CL / RN 2'~ ~ \~,1~ ~ ~,1 6 V~ ~ CRN ,i 0GL ° 5420 ~~E mN ~ P~ 5.42 -
~ V ~ ` 4.85 j V ~ ~ 0 2 1 ~ ~ ~ V ,RN 9 9 / - uo ~ R N
44l ~ / ~Y ~Y y ~Y y y y y ~ ` ° 4.58 G~ y y y o y y 5 0 n 1 / ~ GRN ~ CRN 5 ~ i ~ m~
/ i ~V_ ~L y y1 y y y ~ 6.1 °~Cl `y y o 3.13 J~ ~Y ~ ~Y ~L 1 11 4.33 / a N , a l~.~5.13 5418 / 0a 4 5310 u~~'~d NUMBER ~
~ 4 = CL ~ GRN ~ , , NATION 4.6 ~ ° ~ I!t y y ~y y y y y y DCL y y y ~ ' 1,78 /9 , 3.37 y y y y 1
o ~ ~ ~ GRN - ~ ~ 5~ ~ ~ PIPE IN ~ TI N-4 / ASPHALT DRIVEWAY 3. 5
~L y ~Y y y y V~ 4.39 y y ~ y y y ~ y 4 0 ~ ~ ~ o C S 366 15 PI %./";fis ~ BRI_K DRIVEWAY
66,658 SF 1 I ~ / ,SRCF ~Y ~Y ~L ~L y y y ~ ~ 41 y y ~ y y y ~a ~ , SRGP 5416 RR H
N ~ ~l' 1 1.63 i~ ~ OCl ~ ~ I.~~ Ali. o PIPE-INN ~V A ~ ' ~ CRN / oc~ ~~_~dd~.'ETE DRIVEWAY ~
~ y y y y ~ y y y ~ y y y y ~ y~ y y y RESET EXIST ~ V / 94 -RESET EXISTING 18~~ R P V
~ ` j w~ GRI TO NEW INVE I / , ~ V~ , y y y y y y y y y 1 y GRN 03'~ 1 ~~3 y 02.31 ~r3 , TO NEW INVERTS C,RAVEL DRIVEWAY
~ GRN ~ ~ 0 15RCPI p8 1 49 / 5.69 EXISTI ETLANDS
~1 ~ D ~IEIR 7 RR ~Y ~Y ~Y ~L ~L y y ` y y W' 'W GRN 1 ~ 0 63 _ ~ ~ g 4
~Y ~ .y y y . ~ y 5 ~ J~ ~Y ~ y y ~ DCL POTENTIAL WE EI S
/ ~ ~ ~ 5.39 4.34 SEE NOTE 3, THIS T
~ ~ 15CPP ' y ~Y y ~Y `Y ~ W R ~ y y y ~ E , J 57 (I~E~' F I:''~ti~~ ~9 - ~ ~ - o ~ ~ ~ DIRE(' l10N OF FLOW
WL o ~ ~ 2SI y y y y ~ ~ ~ ~Y O-~U ~ - ~ DCL / 5412 C 4.23 EXISTING SPOT ELEVATION
,6 'S \ , , 2.58 15 , 6 D CE / / PI 6.5 N , ,
~ y ~ ~ ~ G~ 6 RR 0 4.96 ~ \ ~ o S 5_ 2 6 CL / G 5 66 CRN ' ° Da 1 ¢ E I OT ELEVATION
~ , V 5 10 ~l' ~Y _ wt 1 , , s . ' ~ 5.36 ~ V VACANT LOT
1 49~ , ~I,~ ~ ~ ~ R SET E ISTING 18 1~,J=% / ~ Da a ~ NAIL _L ~F~~Id~ LIMIT I~ ~ \ i ~~F, ~ /oG ~ ` / 610 ~ ` ~220~ ~ 5.2
~ - , o TO EW INN TSB ~ i i` , ~ ~ oG1 r'R~~f'~RTY LINE OF v , ~ ~ ~ o / ~ \ ER AEE CXISTING TO REMAIN
c ~ - - - ~ ~ ~ ~ ~ i / \ 3.69 ~ ~ ~ J ~~~AX. I,EPd ~EF,ED / ,S`~ A~ ` ~t~ ~ 15CPFI RR REMOVE EXISTING DRIVEWAY,
L-. 1 ~ 'r i ~ / 6 - ~~Gl / ~ +~f LN~JU~ OPJ ~ VA E i>'P. v~ 3 ~ ~ / - 3so 5408 ,i - ~ ~ ) V ~ ~ RESET EXISTING PIPE REMOVE EXISTING DRIVEWAY,
Cz,T cF , ` 205 / 15CIRI ER L ~ ~ / ~ \ , ~ IPE I 8 R A,, ~ CG NEW DRIVEWAY PIPE
-$-SEWER MAIN
FARING LIMIT I~ .05 AC. ~ ~ ~ ~D INN ~ ~ ' DC0 ~ ~ Imo/ ~ / ABBREVIATIONS: - - -CLEARING LIMITS ~
F~I!PERTY LIPIE OR Ic~ ~ N S ~ ~ ~ U~ CE CENTERLINE SILT FENCE-SEE DETAIL A, SHEET C20 ~ ~
15' MAX. CENTERED ' ~ ~ °5 / ' ~ G U~ ~ ~ CMPI CORRUGATED METAL PIPE INVERT ---GRASS SWALE-SEE DETAIL B, SHEET C20 ~ ~
OPd '~WAEE (T'1 R) 1 \ / ~ ~ 5406 ~ ~ H DCL DITCH CENTERLINE CHECK DAM-SEE DETAIL C, SHEET C20 ~
i~ ~ 1 V~aS c 3.0 \ •/5 ; ~N E N ' " oc~ /o v ~ ~ RCPT REINFORCED CONCRETE PIPE INVERT IN i ~ ~ ~E ~OU11Ei PROTECTION, SEE DE1All D, ~HEEi [.~0 W
~ / CMP REMAIN GRN GROUND SHOT
~R 32 3.60 Q DCL TB TOP OF BANK RAINA ~ ~ ~ D GE BASIN BOUNDARY
~ Dc~ ~ ~ N V I i CPPI CORRUGATED PLASTIC PIPE INVERT W R W l/~ St~l SEC MANHOLE
~ ~ 8 4.35 INV INVERT ~ TR ~T E E
5311 ~ ~ Gl ~ ° ~ 3.45 ~ - ~57 / 1.00 111 SF SQUARE FEET J ~ ~ WL WETLAND LINE L ~~LANO'_~CAPING ~
DCL GRN 2.76 4.15 ~ 1B ~ ~ ~ HP HIGH POINT
~ / t CvR 3.06 211 RR zL i / / ~ GRN HW EXISTING HEADWALL SPECIFIC WORK ITEM:
-'4 ~ CE X338 4 DE,. ~ ~ 15RC RR ,a PP POWER POLE ~ ~I ~
~ 14~ , NORMAL HIGH ,1 / 1 8 ° 1.79 ~ REROUTE EXISTING WATER MAIN ~ ~
- - ~5~~ .~'~35 ER WATER LINE BELOW NEW DRAINAGE PIPE PROVIDE ~
WETL ND LINE [6~ '.l 15RCPI 18 MINIMUM VERTICAL SEPARATION. ~
- " ~ - ~ ~ CAMA AEC LIMIT-~ ~ F~,~w-- i I NOTES: O ~
~ ~ 50~ NCU'~E FIf~ARIAPJ SCTQACK LINE °~N ~ ~ ~ ~ 1. WHERE EXISTING ROADSIDE SWAEES EXIT EXITING
, ~ W~ MaG i/ 1RF~ta ~ i _ _ 5320 SEE E~~~i_ARCED VIEW SWALE CENTERLINE GRADES ARE SHOWN. WHERE NO
NAIt~ - 1.95 c ~ ~ ~ ~ ~ ROADSIDE SWALE WA., EVIDENT GROUND E VATI N~ O EE 0 ~ w ~ y ~ ~
_ .~~~~3.51 - SRC I 0.33 OF ILET AREA 4'j~ 15R(PI ~,~J °GRN WERE CURVE ED AT THE APPROXIMATE EOCATIUN OF ~ ~
_,r 5318 1 SHEET s~iX 1 URCP I o OA1 ~ THE NEW SWALE. TH T E CON RACTOR ~~HALL BE ~
RR RESPONSIBLE 10 ESTABLISH NEW ROADSIDE SWAEES TO THE GRADES SHOWN AND IN ACCORDANCE WITH ~
V vc DETAIL A, SHEE i C19. THE CONTRACTOR SHALL
M OUTFACE #4 ~~o `Ea GRADE EVENLY BETWEEN HIGH AND EOW POINT
W I 1 w ~ q,~ ELEVATIONS SHt)WN ON THE PROJECT PLANS,
a a s ~ f COMMON AREA SWAEES SHALL BE GRADED IN A
\ R 9 or Wes ree Q ~ 5312 SIMILAR MANNER.
~ °P ° e~`~ 2. ALL DISTURBED AREAS SHALL BE VEGETATED IN c s~ ~ A
5310 1 CCORDANCE WITH THE PROJECT VEGETATION PLAN P~
BUCkBEARDS \ DETAIL E, SHEET C20. BUCkBEARDS~ ~
~Ra 3. MODIFIED WETLAND LINE REPRESENTS APPROXIMATE
WETLANDS LIMI~~~ IF 0.10 ACRE IMPACT OCCURS ON
I R a .'7 I ETC RY NATI~NWIfIF PFR6dIT
ENLARGED DRAINAGE PLAN
~ ~ C12 C12 SCALE 1"=50' GRAPHIC :GALE ~
~-KEY MAP KEY MAP NOT TO SCALE 50 0 25 50 100 200
C
( IN FEET ~
1 inch 50 ft. 3090C12.llWG

I RELEASE FOR PERMITS JKA 212404
2\FFH COMMENTS JKA 3/19/04
N❑, DESCRIP I IHN BY I DATE
Revisions
FrFND Y Y �Y Y Y Y� Y Y C4
5310 HOU'l NUMBER \ RR C1 O
IIIII,,o
\ A'PHALI DRIVEWAY C5
m t 1
7 v P99
BRICK DRIVEWAY _- RR _ Q 9 2 C s
3
iV ��
15 P1
CONCRLIL DRIVEWAY 1 cPl �� " s ' e C16
�\ '� '�
---- % H W
/ /LACKBE� NC 15GRAVEL DRIVLW,Y 5.45 3 2 BALL W RK THIS AREA
4 66 CL I CPI Cl 2
W E; IGTiIdG WFTLANDG \ IS BID ALTERNATE 3 4L ,i�E� �g
FOTLNTIAL I�LlLAND LIMITS \ ° 7 Jo
GEE NOTE 3, THIS SHEET RR �N -�
DIRLLTION OF FLOW 6cPPl 3.2 (R )
� 4.23 EXIG I ING SPOT ELEVATION 11,% 11
\ I KEY MAP NOT TO SCALE
NEW SPOT ELEVATION RR 41 �1 6 I
OV VACANT LOT DCL RR
ER ALL LXIS FINE TU REMAIN \ RR5. cL I5RcP1 AL2 �1�1
OREMOVE EXISTING DRIVEWAY, GRN RR ER HW - 50cR
RR RLSE T EXI'S IING PIPE a' 286
REMOVE EXISTING DRIVEWAY, ° G IN 15RCP1
ADD NCW DIiIVCWAY PIPE 5 2 554
-S SEWER MAIN °c MAG 3a
- - - CLEARING LIMI IS
HW -
HP
SILT FLHCL-SLE DETAIL A, GHLLT C20 ��;' \ 4. REGRADE ROADSIDE SWALE 395 15R PI
1 r RR ° GRN �� ' DBOTH SIDES THIS STREET DCL ALL WORK THIS AREA 6, a8 7
GRASS ;WALE -SEE DETAIL B, �11EET C20 -
CHECK DAM SCE DETAIL C, 'I IFFY C20 TO REMOVE HIGH AND LOW cRN ° GRN
416 , IRI 4.D S BID ALTERNATE 46
INLET/�UTLEI PROTECTIOPJ, SEE DETAIL D, SHEET C20 DCL V POINTS 15RCP1� °
CL 14
° 5L39 ' D L REGRADE ROADSIDE SWALE / MAG
DRAINAGE BASIN BOUNDARY \° CL ER HW
s.2a
5 D BOTH SIDES THIS STREET 15RC 1 \
SM SEWER MANHOLE 4.5 15R
V \ 15R P,� ER / TO REMOVE HIGH AND LOW0 E �� GRN
O 6.49
� 1 � 1�1
T j TREE DC 3 �� �' 4.37 POINTS 115RC I/
L d LANDSCAPING ' 4.4D L 593
15R PI 4 0 DCL
R
p .�
�F'L(:IFIC 'J�ORK ITEM: \ A Da
C6L6 1 3.61 "cN
- - /
545 15R PI
,
RERou TE EXISTING WATER MAIN \� DCL REGRADE ROADSIRE SWALE /
BOTH SID T
1 BELOW NEW DRAINAGE PIPE, PROVIDE 4.5 374 ES THIS STREET
5.96
18" MIINIMUM VERTICAL SEPARATION. DCL 15C I ER 14.501 TO REMOVE HIGH AN LOW ' ° CR 6.5
NULLS. 42 4.22
15Rc I� \ 51 \ \ \ DCL DCL POINTS CL
' t X55
I. WHERE EXISTIfJG ROADSIDE SWALES EXIST, EXISTING \\ �15c I
i \ i G.
SWALE CENTERLINE GRADES ARE SHOWN, WHERE NO ER V ,
4.34 CL \ % 1 4 96 / \ J ®
ROADSIDE SWALE WAS F_VIDENT, GROUND ELE-3;,CL VATIONS \ 15R PI I @ 5806 15R I � 34 �
WERE SURVLYED AT THL APPROX ^ - _ _ V �� \5.3 ' 431 5804 cl
(MATE LOCAilO�J OF �, --- 5.67 DCL � � D L � ER HW � sD.6 - -
IHE NLW :WALE. THE cUNfkACTOR'HALL BE ,DCL ER ER HW 426 �/ 6.z C
P , ABH I , ", Ijl`J`�: 4 34 \ 4 4` 5 4 5802 4 26 CL
EFOIJGIBLE TO ESTABUSFI NEW ROADSIDE �WACE� DCL CL a.14 3-v
(' 15RCPI 15RCPI
101
CL .LNTLRLINE \ 398 15RCPI DCL _ _ 15RCPI ER HW
IU THE GRADES SHOWN AND IN ACCORDANCE WITH \ DCL DCL --� -- - - 565
� e� -�A�_- --_�_ • 5.22
DETAIL A, SHEET C19. THE CONTRACTOR SHALL CMPI CORRUGATED METAL PIPE INVERT ER HW 0 552ND_
4 55 '\ V 4 30 NAILo-�- 15RCPI DCL
DCL ITCH CENTERLINE "�15RCPI - , \ / c„ -L �; s2 15Rc
i�RADE EVENLY BETWEEN HIGH AND LOW POINT \ '
RCPT REINf�RCED CONCRETE PIPE INVERT �' 535 _ ----,GRN /
ELEVATIONS SHOWN ON THE PROJECT PLANS. / \ 564 O DCL,E,i- a 6.1 �- PP 04
�� c �- s-66 //CL GRN GROUND S�(1T DCL 4.70 _l �- 0 4 82/
W -MMOL] AREA '_WALL' SHALL BE GRADCD If�! A � DCL "�� _ - -�� " � � LCv
TB TOP OF BANK \ -0
`-SIMILAR MANNER..>'------
C''I CORFUGAIED F_ASTI L INVERT 9 �- c _ -�'- oa - 4 � ° 46
2. ALL DI'TURBCD AREAS SHALL BE VL(�ETATED IN s \ C�-/' _ DCL GRIN -��_ 6. �98 DCL
INS. !,'I VL D '� DCL GRN _�� MAG R HW 5724
ACCURDA�JCE WITH 1HE FIy'OJECT VEGETAIIUH PLAN � �- GR" � MAG �. 6
SF SQUARE FEET \ \ � /� � �� � L 5.63 -1- 62 5R
DETAIL E, `HLET 1,20. , 51T /-/' /"/� DCL GRN
WE WETLAND LINE V J� L/' - 0 6 4,11
3. MODIFIED WETLAND LINE REPRESENTS APPROXIMATE \ \ 671 �� , N -�. � cP1 ER HW 5]22
11tH POINT 0 ,/" GRN
WETLANDS LIMITS IF 0.10 ACRE IMPACT OCCURS ON HP GL 5-40 _/ 15RCPI �.15RC
HW E ISTING HEADWALL 11� \ / DCL q/ i' RA 4 ( 570`x. \
LOTS BY NATIONWIDE PERMIT, PP POWER P(11_E L oCL GRN "/-�-/ �,/-/- 15RCPl RR HWDv
5801 GRN \ VA 15R 3
NEW 40LF �, \ -g2\ 5903 O V 0
18" RCP '�_�- \� / cR� O R 'tea 56N 4 5720
\ 6 \ 5.4 / _ V \
6000 6.46 0 "� 35 6 - 5721 �-�� DCL H W
DCL %oRKOF
6 52 ER 52RCP� G�--� °M. 1 - i�"4/- THIS IDE �� \
­12RCPT N 36 " %HCl- OAD 4 05.79
_ :SASE
6w- ,i c A ° 3. 4 o 4.09 0 \
� ER 55RCPl °�%a-'/ oCL �\
i /� V 6004
5.6 i ,;5RCP y / 6 V �` 5,503 SF .\
HIP 6.98 / /"/ 1 I V s s G \� 0.13 A
1 ER 111 J_ , C"/"/" ° 5 _/-/� R 6 16 GRN ° DCL ��
"/
YL� 6 5,�. 15P Pi ,i /e 6 S�Q
\� GRN
ER 11W-7 01 -rRcPT�, // r ��%/ j cL 809 RA HW 47cP1 `\
RC -� J/ ' �i H�j'/" �L WL 9 GRN\ \
_--« � I °6.80 �1 ER 5907 Cjo
At -
'a2 15RCPI �_��� , _ / DCL 602 4-76
6 ° °310
11"L / / ; / GRN � L i CPI GRN
258
- ,� DCL 6 0 5. 5 0 2 \� ° GRN
f�f1 8<� y 7r,R'8 DRAINAGE BASIN #8
GR RN \ 3.7
E '11 IN,
5.5
5.5 ' 461
7-41 \ P `o, 292
I 3 0 ° 2.02 ° GRN
II RR 806 CLEARING LIMITS IS 0 GRN
86.8 i GRN I
ti%A G"
�1 15RCPI 115C'PPI PROPERTY LINE OR4.�' y RNA, �,
cRl P� 807 RR II O ' 5 6 15' MAX CENTERED 00�
15RC � I � 8 D
ON SWALE (TYP. %ky 4,GRN y
QF R 5.4I ! AL WORK THI AREA41
DC 0 J� \ `� O
i
S 0�_ IS ID ALTE ATE 2-r
�DC DCL 48,860 �F
ER 915 �-- � 41 1.12*AC. •� .�
I \
\/ 5.8 '485 4.12-- -34}� 157 y %4.1 y
921
DC 15R PI L �\
/- 4.8 _�-_ 15CMPI 15CMP1 DCL
ER 804 - - --� \\ 7 4 _ � \
4. �=
s. \ 909 86
3�/- _ 7� - HURRICANF�°COURT _ 5.50 i 9 E�l�TLN� - .�` .�. 7
8.8¢ 4 \. O 15 CPI / NAI CL 2 2 - - 30-- �\
2. 5
15 PI
° DC \ 71 ' RR H W 2.94 �-- �\ 1 PPI ° 15CPPI
5RCPI r6 42 �- q 0 -744 - - - - - - -----
y�s-
' .1 / . , CL 3.18 25 2,13 0 3.43 1 y
\ = j RA 6005 \ 1 15P ! i' DCL 15CMPI I /' GRN
/ --- 4.7 RR OD CL
\ \ %22 ��/ O \
D L \\ \� / HP ° 7.05 I O 4 1 ° CL / 7 906 DCL 3.39 �, y
\ °831 803 CL �p i D "L CLEARING LIMITS ISS �'
GRyA ER �.n OV ,� OV V OV `►• `� s PROPERTY LINE OR �, cRr�O
\ \ RA 5605 \ O y �, 1 F \
5 MAX. CLNTLRED
%� ` ' 7 . 5.22 DCL
6.4 s 088 51 0 " NAIL 4. V 3.99. o
° CL SRN 4 7.25
WL `0 3.73 y ON SWALE O YP.) \
15 Pi \ \ / \
\ / / GRN
801 @HW ER 800 � /� PH
TT /� T L \
7 7 °8:0 4.6 °GRN 99 G APHIC SCALA, \
15C PI , GRN WL
50 0 2 50 100 200
560 \ \ A I NEARGED DRAT AGE PLN 495, \
n _�
\DR9 C1 HLF 1 -50 a °2�6 �9
9 ,O 156071
RA�
1 1 I
( IN FEET ) 1
Al inch = 50 ft. �
75
.4
O
�
W
00
W
�
�
I-�--I
O
0
C7) (D o
�co(_0
I
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W ZN
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L L,J LL
o -
QD C9
L -,_I L( o
L1) I
F,
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® UU��
E N
309OC13.DWG
r0n
ll 1
W
�
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I-�--I
0
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309OC13.DWG

R EASE FOR PERMITS JKA 2~24~04 ~11,,,,1,,,,~ 1 EL _ ,,,,~4~ 1 r~nir,
JKA 3 19 04 Cqq FFN COMMENTS I ~ 0 ~ • ~ Sl:~ 4,
3 NAVIDAD REVISIONS JKA 3~50~04 ; ~ ~ 9
Y DATE , NLI, DESCRIPTICJN B r~,
~ ~ RE'V1S1011S .v'•
Fs , ~ l~i~'~' ~
_ %y' '.y ' '~'~o
8.50 ~ 4 95 - - - ~ '~~ii . V IN F ~ arrinmmll~,lu~~,
, U ~L ~ b 2 I ' ,1
~ ~ CL °264.5 8,0 #
DCL / '
° 8.9 1 N R i ~ RN ~
_ 1 pR~vC I ~
1 8.6 1EP' ~ I ~ OQ
~ °GRN ~ ~ q 4p , ~ " CL i C~ W U
9 ~ ~ 03 3.4 ~ B. 1 ~ 5 y ~ ~ 1 PI ' C L 6.~ \ ° ~ ~ - O ~
_-1 9° °p ~ RR I I CR,
N V D ~ r~ ~E~ °y~ F~'li 7.96 871 DCL ~ N~ rt s~ ~ ~ 3 1 o ' ~
-BC~.? AG ~ 1 CPI 4 041 ~
6. N ,f_,RN ~aCxBEnRDS~N ~ ~pN 1 PI CL , ~ ~ Q E~ W
S~ 99 , o p0~ Na1c \ o ER I ~ U
8.9 , # D ~ 4 - \ 7.2 t Z / ~ 5C PI 4, 3 W ~ ~ W ~~~~W
15R UC / B 1.29 1. ~ , ER ~ 0 4. s 41 O d~ W E--~
~ Dfl - \ \ , 47 G °cg ~U~~~
~ X7.5 L ~ \ ~15RC ' ~~QUQ
~ ~ 0 KEY MAP NOT TO SCALE ' V CLEARING LIMITS IS
\ \ 6. I I C C ~ V ~ PROPERTY LINE OR
52P1 4.4 ~ ' # ~ 1 ~ v 4.2 5805 ' V 5807 V 15' MAX CENTERED
~ \ ~ z ON SWALE (TYP.) ' ER HW ~
5.9 ~ s ~ c ALL WORK THIS AREA \ ~ 15R „ 3.sa RR "
' 3.60 ~ ~ EXISTING 18" CMP I IS BID ALTERNATE \ \ 1 15CP TNG 18 CMP 15RCPI I CPI ~ 43 _ 15 RCPT GR - 15 RC
6 ~1 z RESET EXISTING P \ 5707 PIPE ° ° ' _ E DcL ~ 3.3 GRN
oc~ ~ ~ V 11 ~ TO PJEW INVERTS / \ dEW INVERTS 6,57 ~ ~ ~~o
~ ER HW 4.16 ~ ~ al - - - _ - _ 3.2 NEW 4OLF ~ Ln
~ ~c 15GP I ~ A / ~E..END ,5 ~ DCL AG SM GRN ~ ~
CL \ r, Q , 5.u ~ 248 / ~ ~ .1 CL ~ N / _,.412 _ - ~ 5 ~ Ufs
5310 HOUSE NUMBER W 5 55 s 1 -1a c~Pl / a 2s 2. Nal - 6.44 - Z ~ / "i '--e-CCU ~ ~ o
18CP CCV ~ CN1P ~ ~ / ASPHALT DRIVEWAY V~ ° \ y o S / ~ 4.6 ~ I - I~ ~
~ ~ M / S 5 n ER ~ 4 - -674 pc GL _ ~
i BRICK DRIVEWAY 1 PPt oc1 z , ' ° ~ 1 \ DCL-/ - 15CPP 15CPPI DCL d wN ~ 4.60 - ~ ~ 15CPP , DCL m
V 5705 4. _ ~ \ CONCRETE DRIVEWAY # 5 s \ 5. ' ~ 4.0 4.0 4 F - o ~L, ~ ~ 1 4.0 ER HW 5310 V NEW OL x
DCL ~ ~ / DCl i / L ~ 18 RCP 4.19 E w~ CLEARING LIMITS I, oas w
GRAVEL oRlvEwaY 45 \ 5615 ER rIW / W \ 03 4.9 ~ ~ DCL 5 'PI ~ ~ D 3 54 j' / ~ / ~ ~z ~ R TY SNE OR - _ o
/ ~ / EXISTING WETLANDS 6 ER HW 5701 354 -P~/ / a ~ V ~ ~ ~ N ~
ER i;a' I ~.,SGP ~ .;PI / , / 4. • POTENTIAL WETLAND LIMITS \ \ , / ~ % / 5.30 15 MA ~ RED y y > ~ / ~ X190
• T THIS SHEET 5.6 ~ 5. a.o9 ER ' ' SEE NU F 6 ~ ~ 15CPPI °RR SPIKE PP >I ON S LE TYP. y y 7 y w~ o
DIRECTION OF FLOW # ~ ~ ~ ~ DCL ~ 15 R DEC , - ' / o \ 6.80 _ 15 RCPT ~ V y y y y y y ~ r o 342 f~
4.23 EXISTIiJG SPOT ELEVATION S 6' DGL 5.5 - , ~ \ y y y Gf~+l y ~ (s) ~ R ~ X ~o
6.5 NEW SPOT ELEVATION 15RG ~ S ~ _ i ~ ~ y y y y o 6~ y ~ 1
6 y VACANT LOT 15RCP ~ 5.5 7.52 ~ ~ ~ 617 ~ GRN wN V y y `R'14 - Ln
PK RR _ i ~ . / y y y UDN ~
ALL EXISTING TO REMAIN / Dec ~aG ,--3.53 v ER / ,.o
REMOVE EXISTING DRIVEWAY, # 6 ~ ° ° DCL RR RESET EXISTING PIPE GR N~ J ~ 5. I T I o I CLEARING L MI ~
REMOVE EXISTING DRIVEWAY, V 4. D V 3 ~ ' y,' ° 3 PROPERTY LINE OR f
R ~ 59 ADD NEW DRIVEWAY PIPE NEW 4OEF w ~ CL ~ y ~ s 15 MAX CENTERED 291 y
SEWER MAIN ~ S RCP ' y - - -CLEARING LIMITS ~ o ~ ~ ~ o ~ ON SWALE (TYP.) y"
i ~ SILT FEN(,E SEE DETAIL A, SHEET C2O ~ , / ~ ~
---GRASS SWAIE-SEE DETAIL B, SHEET C20 5.2 ~ ~ 1, DC I ~ ' V Q ~ I `l I ~ o ~ ~ 490 ~ ~ y
CHECK DAM-SEE DETAIL C, SHEET C20 °s. ~ ~ 5.10 ~ V I
' I INIEi~GUilEI PROiECTION, SEE DEIRIf D, SHEET C20 \ ~ p 2 WL ~ ~ y y
DRAINAGE BASIN BOUNDARY ~ y y ~Y J~ y ~L
$t~l SEWER MANHOLE / y y y y y y y y, ' 1 I I ~ 1
\ TREE ~ ~ , V y J• y y o 3!Q6 y
- \ ~ 5,3 ' / GRN /4.6 ~ D ~ y ly y y y y y~ y y
S ~ LANDSCAPING / ~ , / ' I y 6 y y y y y y ~y
SPCCIEIC WORK ITCM: i i /
REROUTE EXISTING WATER MAIN ~ i CMPI 1 v , / 5 0 ~ y y y, y op~ y y y y M o ~ V GRN
BELOW NEW DRAINAGE PIPE. PROVIDE ~ ABBREVIATIONS: 4.95 r 5.1 / , ' y y y y y y y y 1 ,2~1 SF j ~
18'~ MINIMUM VERTICAL SEPARATION. RR ~ ~ 5 CL CENTERLINE I i •y y y y y y y y y 2. 4.70
NOTES. ~ ~ i r TAI PIPE INVERT V ~ ~ CMPI CORRUGATED ME I y y y y y y y y ~ 0 2.14 4.50 /
1 WHERE EXISTING ROADSIDE SWAEES EXIST, EXISTING \ 42 ~ DCL DITCH CENTERLINE SWALE CENTERLINE GRADES ARE SHOWN. WHERE NO 8 ~ ~ RCPT REINFORCED CONCRETE PIPE INVERT / GRN y y y y y y y y y W4 V ° SAIL a CRR~N
ROADSIDE SWALE WAS EVIDENT, GROUND ELEVATIONS ~ ~ 4.n GRN GROUND SHOT y y y y y y y y
WERE SURVEYED AT THE APPROXIMATE LOCATION OE ~ ~ iB TOP OF BANK v ~ / y y y ~Y y ~Y ~Y
THE NEW SWALE THE CONTRACTOR SHALL BE ~ Q CPFI CORRUGATED PLASTIC PIPE INVERT
RESPONSIBLE TO ESTABLISH NEW ROADSIDE SWAEES .4 INU INVERT _ I A' ORDANCE WITH ~ ~ i0 THE GRADES SHOWN AND N cC ~ SF SQUARE FEET \ ~ / o / y y y y y y y H
/ DETAIL A, SHEET C19. THE CONTRACTOR SHALL Wt WETLAND LINE ~ ~ U~ ~
HIrH AN Low POINT 5819 GRADE EVENLY BETWEEN ~ D ~ ~ HIGH POINT 4.40 ~ HP ~"6.7B 4.15 y y y y y y y y C N4 V ~ ~ y y y y y y y y
ELEVATIONS SHOWN UN THE PROJECT PLANS. t5 CP1 ~ HW EXISTING HEADWAI I 5. ~ ' ~ PP POWER POLE / Y ~-I y y y y y y y H e/" y J~
COMMON AREA SWAEES SHALL BE GRADED IIJ A RR IIW / I SIMILAR MANNER. 461 ~ C~8°/ - 4 66
AREAS SHALL BE VEGETATED IN 2 ALL DISTURBED i5 ~CPi v r DCL 4 ii y y y ly y y y y y , ~ W W
ACCORDANCE WITH THE PROJECT VEGE1ATlON PLAN ~ °5.35 , GRN v H y y y y y 260 y y y L DCL 'c-I V I I ~ ~ ~
DETAIL E, SHEET C20. ~ I 3 MODIFIED WETLAND LINE REPRESENTS APPROXIMATE ~ ~ r y y y 2OU 04 ~E y y~ y
i / ~ 0 4.40 \ ~ T T IF D.10 ACRE IMPACT OCCURS ON ~ ~ GRN ~ 4 WE LANDS LIMI S V ~ ~ ~ ~ qq ~ W F-i y l y y y y`t1.59y y y y 4 / h ~7 ~
(1T~ Y NATIONWIDE PERMIT. 6 47 ~ v ° 4.3s ° L. ~ B ' Drl ~ 31 NAIL 426 y y y iy yl y y ~-i
oc NEW 40LE oa V Wt y y y ~ 1 H y y y y y O~EREEO
SM ~ „ 1 RCP ~ FK D EIR o ~ y y y y n
' / i ~ 1 p ~ ' 3.67 F-'-1 y y y y y y C1 4~ 9 y' DCL ~(''yy~~
' -5- ~ 82 W y/ ~Y ~Y y y ~Y y ~ r T, y y ~ , 60
/ ~ V NU 6.54 A V V 4.01 ~ y y DCL F-~
/ ,lq NY ~ ~ y y y `r ATER ~ I ~ 22 ~ 4.31 ~ ~ NAIL W
/ ~ ~q~ ~ v , ~ .o v ~ ~ 85 ~ ~'9 ~ 4.50 y y y y CL / - ~ O y y y l I ~J
/ DBE ~ \ • ~ ~ oa GRN y y y y y ~J CL Q~
15 RCPT ~ DRAINAGE BASIN DRAINAGE BASIN #8 y y " y y y y 1 3.81 4.06 WL ~ ~
/ \ \ y y y y y y y y ~ O RCPT F---i
~ ~ / 5. 2.41 \ ~ 909 ER HW 15 RC \ °GRN ~ ~ r_, ? y y y ~Y y y y ~ ~ W ? H
/ ~ ~ '22 ~ 5813 oc~ ~ ~ \ \ ~ 0 +~a4 5620 y y y y y L y y ~ 0~ ~ ER p..i' 1SRCPI
i 3.0 ~o / y y, V 3.91 V• y y y _ .r? WL 13.91 0 .62
/ 5 \ RR \ ,s Rc ~ ~ .20 H I y, y y y y y ~ DCL
/ / ~ 4.40 ~ ~ ~ 4 ~ r GRN ~ 0 3. 3 i 40 ? GyRN y y y, y y ~ CL
9.~1~9 6 ~ 15 R 7.8 ~ C i 901 RR ~P ,~_3 ~ RCPT ~ 904 / 60
\ ~ 1s. ~P1 90EE VEGETATED WALE y y 1 y y J~ y ~ y i 15RCP1 y 319 > ORN D WEIR 9 , ~ •6
° J12 ~ - ° Rc 3 ER CENTER IN EASEMENT / \ 3.80 y y 15 RCP ~ ~ ~ 3.96 ° y y y y y y. i o 2.a7 3.44 ER 5618 ' 2ss ' ~ ~ C14C19 39s / SRCPI
6 7 S~ 5 y y ° \ 10 .y J~ ~Y Qk ER NW 5816 ~ ~ 5 ~ I ° y GRN ATE, y y y Wt ~ 3 30
~ DCL ~ Q02 ° 3GR5D GRN y. y % ~ . / ~ J J~ KY ~Y ~Y J~ ~Y ~Y y y' y' y 4.31 3.76 4.01 r / CL 0 3.23 Wi ~
/ / / ~ 81 4.5_ ~ 1 CPI - ° 2 5 18 RC v RR 3.86 y y W '#it I y y y y y y y y y y y .IiRN y V• y I 39 ~ER~ ~ / 325 Wi 15RCPI
~ ~ ~ ~ ~ ~ W W W W' I W W W ° I y I W ~y y y P o 3
~ 903 ° 5 3 4.0 9 3a9 ,z4 ~ ~ ~ ER 18 R I . ~ ~ 0 3 N `Y J10 GRN +Y y' y y y o. 0 2.12 p CPI ER `L' y GRN / L •U
PI I N ~ GR GRN 3.99 5616 r' `y 3.96 i _ pCL / v Tl A 17 T i T ~ C7 /r A T L'
~ ~ ~ ~ i ~ ~ • ~ .a, ,nc ~ ~1' y y y .
14 0 100CLU 3, untirn1k ~Lxlili
V NEW 40LF 3.81 CRN wi 33 N \ CRN a GRN 3.15 v~ ~/a 2.38 15RCPI 200
1 " RGP 2 U5 CLE IMITS IS cRN 8 / IS , d v % c~ \ 1 I CLEARING LIMITS PRO Y LINE OR ° GRN 3.66 DC 3 50 0 25 50 00 .00, 3. / ER
/ 3.34 _ V °
1 PROPERTY LINE OR 5,3 \ ~oe~ 15 tAXLE TER D 0390 376 aia / j 4 (RN W 434 DI-RIM 0 68 GRN 5614 IN FEET
/ A ENLARGED DRA AGE PLAN i 15' MAX CENTERED \ ON T Q3. NAi a 3.55 GRN 2 3.4 3.66 R h = SO ft. 3 5612 - . 4
C E SWALE (T1P.) 3.96 (N C14 14 S C A L 1 50 WL V V ER i of RIM y ~ 610 15RCRI I inch
common 4
2 0 4.19

JKA 2 24 04 ` ~ 1 RELEASE FOR PERMITS I I AR Q~,.. ,
JKA 3 19 04 o•• q~ssi~. ? ; 2 FFH COMMENTS I I C Q~ 9
- FF
DATE ND. DESCRIPTION BY ~ ~-a F
:v ~ %i 0 ti~' ~ RevisTOns o, y ,i
y ~ yo
~U 4i~~~p11U nu~ti;,'~
~1 ~ ~1
5310 HOUSE NUMBER O
p
ASPHALT DRIVEWAY p Q
~W U
BRICK DRIVEWAY O ~ ~ O
CONCRETE DRIVEWAY ~
O~
~ I GRAVEL DRIVEWAY ~ ~
~~Q E-'
EXISTING WETLANDS ~ W
W Z~.. POTENTIAL WETf AND LIMITS W
. '~,...1~ pW SEE NOTE 3, THIS SHEET ~ ~ W a ~
~ DIRECTION OF FLOW p x ~
o ~~QpQ
4.23 EXISTING SPOT ELEVATION
6 5 TI N ~ NEW SPOT ELEVA 0
3.9 S3 ~ ~ °
4. u~,i ~ ~ ° 3 go ~ 5.05 ,i ~ 3.3a V VACANT LOT / / ~ a_34 DI-RIM ° 68 ~ ~ GRN ~
~ ~Y~ v ~ ~ ~ , ~ ~ ~ GRN ~ CLEARING LIMITS I~ ~ °3e ° 3'8 355 CRN / NA ER ALL EXITING TO REMAIN .
GRN DRAINAGE BAN #7 ~ PROPERTY LINE OR DRAINAGE'~ASIN 7 ~ v~ ~ v~ ~ ~ ~ ~ # ~ CRN ° cR ,~'1.3D DISRIM RA REMOVE EXISTING DRIVEWAY, ~ ~ z55 RR
4 ~ ~ V 5 5- X419 ~ ~ 15 MAX CENTERED \ \ U ~ R~PI RESET EXISTING PIPE 2.37 5612
jy~;S y ° GR~ ~Y GRN v ~ ~ ~ U ~ / ~ ON SWALE (TYP.) , ~SRCP ER REMOVE EXISTING DRIVEWAY, ~
4 E ~ ~ ~ 4s6 ~ l i ~L ° E.RN~ J~ ~ ~ `Y Wi ` 9 88 ~ ~i R ADD NEW DRIVEWAY PIPE ~L~ j , 6CR~ 5610 _ _
5.55 _ ' ~ 0 99 3.95 2 p i' DCL C~ 6. .end ~ ~ ~R3N W TER'EL NATION - 4.15 \ ~ $ SEWER MAIN ~ ~ 2.37 ER - - - I
4.04 ~Y ~Y ~Y V ~Y y CL ~ ~ ~ .62'84 RN o DCL / o RN ~ ~ ~ 0 328 3.88 DCL DCL ~SReP~ CLEARING LIMITS ~ ~ ~ RN of-'RI~+ ~ SILT FENCE-SEE DETAIL A, Sf1CET C20 ~
4,56 C GRN DCL ~ ,i ~ ~ .y GRN y ~ y v y ~ y y y 5608 ~~z`~' 16 ---GRASS SWALE-SEE DETAIE B, SHEET C20 ~ ~
j 3.93 1 .off o 0 4 IO o 41 , 3.75 / DCL ~ ~ 'SRCP' CHECK DAM-SEE DETAIL C, SHEET C20 w zN
y ~ 4.9b v o 4.68 ~ ~ y ~ ~ 325 CRN GR CL 3AB'' / o ~ ~ ~ 54 644 SF cRN GRN 4.15' °GRN ~ 3.84 -~°'oG~ ~ RCPI ~ Lfl 3 RR INLET OUTLET PROiEC~ON, SEE DETAIL D, SNEE1 C20 o wN
a GRN GRN 6 5.36 ~ i , cRN ° R y ~ ~ ~ V ~ ~ ~ WEIR D w~, ~G~ °Nal~ 4. DCL I ~ ~ V 5606 ~ m
~ / x.25 AC, 4.40 C15G19 ./°29a \ 6.11 , 2~ 22 ~ ~ DRAINAGE BASIN BOUNDARY W x
o~ `L 0 3A~ ~ i DCL 4, ~ GRN ~ GRN o 3.69 PK 4,68 ~ N INU `EXISTING 10 CMP ~ $M SEWER MANHOLE ~ w Q
CLEARING LIMITS IS cRN OVERLL W a81 cG , ~ y' y J.61 l0 4.69 j / ~ ~9 o RN \ ' TO REMA ~ z~
PROPERTf LINE OR cRN G PI ~ U 4.7 3.81 1 C o 4,85 0 7/ 4.46 TREE ~
15' MAX CENTERED RN iSRGPI ~ c w~ ~ 1 oa , . oc~ ER V , ~ ' LANDSCAPING ' 75' .MA AEC LIMIT ~ ~ ,1 ~ X66 W ~ O
ON SWALE ~TYP,) ~ - % ~ 5602 4.55 G e14~ °1a~ , C ~ a, ~PCCIFIC WORK ITEM: ~ I
~ ~ ~ , ~ 43 15RCPI ~ B ~ C~ \ ~ ~ ~
5.15 \ 0 1 RCP ~ ~ , , 0 41 RR ' NEU~~E RIPARIAN SETBACK LINE REROUTE EXISTING WATER MAIN ~ a~ °x~
4.3a , ' ~ ~ 4,36 Rare GRN 5524 LEAKING IS / / R C ~ ^ a° 4 LOW NEW DRAINAGE PIPE. PROVIDE ~ I~ r BE
V ~ 4.45 / 54 , 15RCPl ~ _ 4.95 ~ CROP INE OR 18" MINIMUM VERTICAL SEPARATION. ~ > m~ INE OR ~ ~
v~ ~ -~'S ,SRGPI 5522 E ~ ~ ~ 62 GG~ ER 1 \ \~11 ~ HP MAX CE TE 3. .75 ~ NOTES U ON l - E °3.
' ~ AN asa 15RGPI
55 s 1 ~ ,SRGPI ON SWAL P. ER o 5520 ) oa G~ ° ~G~ ER H 2 CRN 5 94 R 1. WHERE EXISTING ROADSIDE SWALES EXIST, EXISTING WE AND LIE 1 SWALE CENTERLINE GRADES ARE SHOWN. WHERE NO
~~~11CL ~ 5.74 DCL !SRGPI - " ~ GRN 1 ~ ~ ROADSIDE SWALE WAS EVIDENT, GROUND ELEVATIONS °
2.5 ~ / 5518 15R PI 5509 ~ ~ - ~-5.65 12 WERE SURVEYED AT THE APPROXIMATE LOCATION OF
' ° iR2o ~ ~ THE NL W SWALE THE CONTRACTOR SHALL BE
, ~ ~ ~ RR ~ ~ ,SGPP, ~ ~ I~fING 18 5516 ~1 ~ ~ RESPUN`.~IBLE TO ESTABLISH NEW ROADSIDE SWAEES
~ei ~ INU CMP TO REMAIN I i0 THI GRADES SHOWN AND IN ACCORDANCE WITH ~ NORMAL HIGH WATER LINE
15C PI ~ CL ,i ~ ~ a2 UETAIL A, SHEET C19. THE CONTRACTOR SHALL
~ SEE ENLARG D UIEW sae 0 ~~:RN 1 W _ °cRN GRADE EVENLY BETWEEN HIGH AND LOW POINT ELEVATIONS SHOWN ON THE PROJECT PLANS.
~ GRN ~ OF OUTLET AREA ~ ~ ~ COMMON AREA SWALES SHALL BE GRADED IN A ~
~ G~ 4 ~8 ~ ~ H - T C18 ~ SEE SIMILAR MANNER.
4 15RCPI R ~ 1, V D3 0 7 15RCFI 1 ~B ~ OUIFAEL ~f~ 2 ALL DISTURBED AREAS SHALL BE VEGETATED IN
SRN ER o SB , L 5512 ~ / ~ ACCORDANCE WITH THC PROJECT 'JEGETATION PLAN
\7 ~ 1 ~ ~ DETAIL E, SHEET C20.
s oa GRN 5510 , , GRN CLEARING LIMITS IS 3. MODIFI W T AN IN R PRES NTS APPROXIMATE ED EL DL E E E
WETLANDS LIMITS IF 0.10 ACRE IMPACT OCCURS ON
TY LINE OR ~ ~ RA PROFS P ~ ~ i 5508 ~ . , LOTS HY NATIONWIDE PERMIT.
~S' ~1'~`,~ dTERED ~~~~~,,ir rn1 l~~ 1
~ . ~~hLL tt'.) ~ ~ 1492 1 0
ABBREVIATIONS: CE CENTERLINE
~ ~ 1 CMPI CORRUGATED METAL PIPE INVERT
1 1 ~ DCL DITL'H CEN IERLINE
~ ~ _ ~ 1 RCPT REINFORCED CONCRETE PIPE INVERT ~
.1 ~ ~i GRN GROUND SHOT
5.10 75 CAMA AEC LIMIT 4 r oS~D TB TOP OF BANK U~
DEL ENLARGLI~ VIEr~ ~ie~ ~ t ~ ~1 CPPI CORRUGATED PLASTIC PIPE INVERT ~
OF OUTLET Ai~'~A c r - - 50 NEU~E RIPARIA J SETBA,,K LINE ~ INV INVERT ~ ~ ~
SHEET C18 ~ ~ ~ 3.73 ~ SF SQUARE FEET ~
~ 0 78 GRN GRN WL WETLAND LINE W ~
, HP HIGH POINT ~ HW EXISTING HEADWALL ~ ~
1 2.81 ~ PF POWER POLE ~ W ~
~ rs W TLAND LINE ~ ~
~ ~ ob .~86 ~ H
TfY
1 ~ ~ ~
0.47 ° GRN ~ ~
' / i ~ ~
~ ~ / ~ ~ W
OUTFACE #5 ~R`~ ~o ~Es 0 ~
1 ~ ~ ~
9' ~ 996 v ~ ~
Q s ~ o o v e ~ ~ ~ ~
i ~ ~ ~`L~~ 6y o ~1 v p4 s~ ~ ~ P W ~
PD / BLACKBEARDS a N ~ ~
V ~ o R~ V~
I c
I
KEY MAP NOT TO SCALE
GRAPHIC SCALE
50 0 25 50 100 200
>
A ENLARGED DRAINAGE PLAN
Cl~ ~15 SCALE 1"=50 IN FEET )
1 inch = 50 ft. y
3090C,I5.DWG

1 RELEASE FOR PERMITS JKA l 24 04 ~~~~"'~~°'~"41r~r~~ii,,,
~~N AAA 2 A 1 ~ 4 R,•.........,,,0~ , EFN COMMEN S JK 3 y 0 ~ ESS
aF ~o~, .,y Q' .!.J J
e % I i~ e
NLI. DESCRIPTI[]N BY DATE 157' ~
v
Revisions o•.F~~ ,..o~
MN~• k ~ by EUIN
ripunnuuuu~` ~ ~
~L~~
V '
' I ~ ` ~ ' 36
~ i
O
_ ~ ~ 57 ~ ~ OQ ~
i ~ d RN 3.84 5.3 4. I DCL CL D L 5310 HOUSE NUMBER ~
~WQ O E,., ~ ASPHALT DRIVEWAY ~
I .4 ~ I I ~ Off.
I 1 I N ~ C ~ BRICK DRIVEWAY ~
,335 ~F ~ cR I ~ ~
0.03 AC ~ ~ I CONCRETE DRIVEWAY ~ ~ Q H
III GRAVEL DRIVEWAY ~ ~ ~ W
°7 L W W
UW EXISTING WETLANDS O Q, ~ ~ ~
PTNTI (-~U~~~ 0 E AL WETLAND LIMITS
SEE NOTE 3, THIS SHEET ~ U~ Q U
P4~61 CL °I4.18 2. 3 3-55 5.2 pl G N DCL GL I I ER HW 5102 ~ DIRECTION OF FLOW
~ ~ I 2 9 ~
S.3 15 API ° 4.23 EXISTING SPOT ELEVATION
Iii 6.5 ~ NEW SPOT ELEVATION
I I
I 4.3 V VACANT LOT
I I I , DCL I I 1 ER ALL EXISTING TO REMAIN
4.3 I i , GR DRAINAGE BASIN ~8 ,
~ L~ ~ ~ RR REMOVE EXISTING DRIVEWAY, ~ ~ RESET EXISTING PIPE
lil ~ I ~ i I V 2. O REMOVE EXISTING DRIVEWAY, " ~ c~~
~ 15 CPI R / ~Q R ADD NEW DRIVEWAY PIPE a~ I
ase ~ Il HW ~ GRN NEW 40 F ER 5700 / ~ - -SEWER MAIN ~ U~ ~ S z~
cL L ° ---CLEARING LIMITS ~ ~ ~
18" RCP iRCPI . ~Zj"--~_--__ D~ ~ 3.2 .4 SILT FENCE-SEE DETAIL A, SHEET C20 ~ zN
~-~f- _ _ ~ ---GRASS SWALE-SEE DETAIL B, SHEET C20 - ~N ~ ~ ~w
-NEW ~Ot CPI . Q> CHECK DAM-SEE DETAIL C, SHEET C20 mom' . Q> ~ ~ x
gqR - - II II ER HW 18 ~ GARY D 5636 ~ ~ INLET OUTLET PR01EC110N ~E DETAIL D SHEE1 C20 ~ ~ e~ ~ Q ~ ~ w ~
5.30 ~ 1 ° - LR. ,RCPT ~ ~ ~ ~ ~ DRAINAGE BASIN B NARY ~ ~ z OU D ~ ~ o
-co SM SEWER MANHOLE ~
~
4 ~g DCL ~ .I ,q 2 2.59 3 7 XI TIN PIP N 12RCP D L~ E S G E TREE ~ T W
y ~ 2.7 TOUG D ~I ~ LANDSCAPING ~ ~ ~
~ y y+ l9 DC c axe
IN PLACE w~ V a2 y, y, y y / SPECIFIC WORK ITEM: ~
GRN V , F~ 'j mN REROUTE EXISTING WATER MAIN ~ u ~
26 ~ ~ y ~ ~ t ~ 0 0 3.~2 2.67 ~i ~ ~ ~ U ON BELOW NEW DRAINAGE PIPE. PROVIDE ®
GFN GRN °GRN ° 3 Z. ~ GRN N 75' CAMA AEC LIMIT ~ 18" MINIMUM VERTICAL SEPARATION.
~ ~ ~ '9~ " 50~ N RIPARIAN S TBACK INE \ L ELISE NOTES:
v ,'.NN 2J6 ~ ~ WETLAND LINE 1. WHERE EXISTING ROADSIDE SWALES EXIST, EXISTING SWALE CENTERLINE C°~ADES ARE SHOWN. WHERE NO
y ~ ~ DCL v ~ \ 2 39 / ' 2 ROADSIDE SWALE WAS EVIDENT, GROUND ELEVATIONS
~y ~ °GRN ~ DCI. ~ \ 3.7 .28 WERE SURVEYED AT THE APPROXIMATE LOCATION 0~
X2.97 ~ ' V ° G 1. 4. HW N ~ / ° 1 J~ J~ ~ ! GRIP N ° D THE NEW SWALE. THE CONTRACTOR SHALL BE
\ ~ CLEARING L IT IS ° ~ 23 _G , ~N ° 5120 RESPONSIBLE TO ESTABLISH NEW POAD~IDEWALE
~ , ~ PROPERTY LINE 0 ° TO THE GRADES SHOWN AND IN ACCORDANCE WITH
l y y , 1, / 15 MAX. CENTERED ~ LUTFA L DETAIL A, SHEET Ci9. THE CONTRACTOR SHALL
I~ \ ~ \ S~4 TYP.) GRADE EVENLY BETWEEN HIGH AND LOW POINT ~
y y y 2+ n~L ~ N CL~ ~3 7 ~ ELEVATIONS SHOWN ON THE PROJECT PLANS.
! ~kI~TING 18 \ ~ ~Y ~Y D L ~ J COMMON AREA SWALES SHALL BE GRADED IN A
~ \ 5. ~1 ~ ' TO REMAIN 3.26y y Y ' SIMILAR MANNER.
GRN / ~ 2.83 ~ ~ ~ \ 2. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN
° N 5718 DETAIL E, SHEET C20.
~ I ~ ~ NLARGED VIEW ~ SEE E \ ~ 3. MODIFIED WETLAND LINE REPRESENTS APPROXIMATE
r~ r GRN \ ~ RA ~ J' , , ~ I 1, OF OUTLET AREA ~ WETLANDS LIMITS IF 0.10 ACRE IMPACT OCCURS ON
X~4 ~ ~ ~ 32 ~ 4~; , ; , SHEET C18 LOTS BY NATIONWIDE PERMIT.
°GRN ~ Df_.L ~ ~ ~ \ °24 a4~~; NORMAL HIGH
y G cL ~ ~ , / ~ ~ \ ~ - 3 , WATER LINE ,
PPI \ / ABBREVIATIONS:
y / , ~ : ER 2628 ~ CL CENTERLINE
\ ° N CMPI CORRUGATED METAE PIPE INV RT ~ E ~
/ ~ \ / o ~ DCL DITCH CENTERLINE H
2 DRAINAGE BASIN ,~9 ~ 4.29 \ 5.63 / F~ wL \ I ~P ~ t , ~ RCPI REINFORCED CONCRETE PIP INV RT ~ E E ~
/ ~ GRN GROUND SHOT U~ Q Q' TB TOP OF BANK C~ ~ ~ ~
GP ER ~ ~ 3.82 \ / 5626 ~ \ CPPI CORRUGATED PLASTIC PIPE INVERT ;Z,
\ ~ 3.6 T 5114 INV INVER W
/ / 12GPPI \ 5114 ~ SF SQUARE FEET ~
/ ~ ~ Q ~ - - ~ ERHW3 R R WL WETLAND LINE - 1 ~
2.60 3 4 ~ ~ 12C ~ DCL SRCPI ~ ~ ~ HIGH poINT W NORMAL HIGH HP h
5711 ~ 2i ~ • ~ , ~ TIN ~ w ~ ~ HW EXIS G HEAD AEL
CL ER ~ Q~ V , U WATER LINE PP POWER POLE ~ ~ ~ W
SRCPI \ 5624 \ ~ ~ ~
~ DcL ~ , ~0 ~ .1 1 ~ a O
L ~ ~ 1 ~ ~ ~ 1
1 7 cL ~ ~ ~ ~w~ 1~
~ 1, / ~ B ~ Q
1 ~f W 1 ~ ~ rrTT,, ~I
~ " / FIRE 0 1 4,31 ~ 1 PIPE TO BE REMO D ~ q ~ 1 y G v P99 I r ~ ~ P
dx 2 ""'L ~ ~ 3,498 SF ~ ' 1 1 O LI 9 F ~1 Q O Z ,r ( I
1 GL 0.08 AC.
V °+2s l ~ l , 1 u ~l s r P ~ ~ 1 ~Y 1 1
1 ~ / + Pa H ~ 1 v W
5 &ACNBEARp$ t y ~ ~ N 5 CL , ~ ~~6 ~
a2 a ~ DCL ~ / o A I~
J I ' I 1 I BU
° I I CRN 1
t I I I
i ~ ~ I 1
I ~ KEY ~IAP NOT T 0 SCALE
I ~ I
1
A ENLARGED DRAINA~~E PLAN B ENLARGED DRAINAGE PLAN r_unpuTr crnT r
\,1 l% L11 I l l li K-)V t11 I i
r SCALE 1"=50' C16 C16 SCALE 1"=50' C1 E .,16 50 0 25 50 100 200
IN FEET )
1 inch = 50 ft.
3090C16.DWG

1 RELE(1SE F[]R PERMITS JKA 2/24/04 ~,,,~~t1~1Uni~IIIN!!l~
RIP RAP FLOW~SPREADER F 2 FAH I`~7MMENTS JKA 3/19/04 ..fi
& ENERGY DISIPAIOR C17 C20 Es o~.,.y . w;; 9
-FXSTINv 1U CMP ~Eq~t _ ~
1~ DESCRIPTICJN BY DATE ~ , ~
~ TO BE RESET TO x-75 CAMA AEC LIMIT RIP RAP FLOW~SPREADER F - 5~~3 ~ o
NEW INVERTS ZONE 2-50' NEUSE RIPARIAN SETBACK LINE EXISTING SEWER ~ ~ Revision & ENERGY DI~IPATOR C17 C20 s %0..,~~, EXISTING 18" CMP ,,y 1NE~,.••
MAIN O ~.,y 0
WETLAND LINE TO REMAIN 'iii h~ Q 75 CAMA AEC LIMIT ~N G ~/11f1AlIIIIlU4riu
Q ~~xx~_,~ ~ o e ~ r~ ~ O N P P ^lry h 1~ ~ 0,~~ ~y 96 ~ ~ ~ N - ~ r w 0 E 2 50 NEUSE RIPARIAN) SETBACK LINE ,W
~ ~a~_ ~ NORMAL HIGH WATER J Q
Off'. a~ - ~ OU ~ 0 v a w ;L - o LE1lEL U ~ o ~
2.~ ' ; , ~ END OUTLET SWALE AT ~y6~ _ WETLAND LINE iU
INU ~ ~ ~ NORTHWEST CREEK ~ CLEARING LIMTS IS COASTAL WETLAND LIMIT tp~ ~ 7 v / ~ ~ ^ ~y, rnO ~~Z b Q~ h ~ _ ~ h ~ ~ ~ ~'LOF p V ~ ~ ~ NORTHWEST CREEK o a o Q
PROPERTY IN L E OR 15 dA T = ELE .ION 1.4 OUTFuLL 1 o ----a-_.- ~ ~ 0 0 - _ -._.0 ~ o
# MAX CENTERED ON WALE. ~o ~ E 1.9 ti~ .o~~ NORMAL HIGH WAT R ~ W
~ OVERFLOW OVERFLOW i 'V INV 96 ~ O H L o ~ LEVEL CEEAf~ING EIMTS IS ~ ~
SILT FENCE TO PROPERTY EIN ~ ~ ~ ~ E OR 15 ~
BE PLACED AT ~ ~ F ZONE 1 NEUSE RIPARIAN BUFFER _ OUTFACE ~2 ~ . , ~ MAX CENTERED ON SWAEE. ~
T~P OT ..LOP_ v~ ~ END OUTLET SWAEE AT
D OVERFLOW WEIR 3 E~~~Q )W WEIR 3 COASTAL WETLAND LIMIT U , , ~ W
C17 C19 ZONE 1 NEUSE Rlf ARIAN BUFFER SILT FENCE TO ~
ELEVATION=1.4 W W BE PLACED AT ~ ~ ~ (W
TOP OF SL ~ ~ ~ W OPE
~U~~~
~ ~ w av~QUQ
~ Q J ~ Q ~ W J
O U m ~ ~ w W I- ~ _ W W
w Q z _ Q J ~ ~ ~ ~
z Q ~ = W J O J ~ W m
~ ~ ~ J Z W Q Q Q J Z W W z W = J W Q Q z C~ ,,~1
I- U ~ Z FJ- ~ ~ Z - - \ lj ~ J Q Q o
W' U ~ ~ ~ U Q Z J Q W ~ ~ ~ J
~j - - W ~ z U ~ J ~ ~C~O W W F- ~ ~ U~ L(~
EXIST NG 18' CMP ~ ~ ~ O W _ U ~ ~ ~ ~ ~ ~ C~
6 8 N I 8 ~ ~
c - z~
4 6 6 ~ ~ ~
~ W zN
~ _ ~I _ - _ 4 4 ~ owN
c
0 _ - 2 2 _ ~ x
a~~~ - - ~w~
- 2 0 ~ ~z~ 0 °
cfl ~ a~I ~ o> oo ~ ~r N c~ ao o~ o~ N -a - ~ >
~t ~i i ~r N-i cv N N N N N O O O i ~
-2 w ~o ~ i
0~-00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
o~
0+00 U+00 + > mN 0 50 1+00 1+50 2+00 2+50 3+00 3+50 - ~ ~ o~„
O a-~-
viii l ~ I~ET SWALE ~1
B OUTLET OUTEET SWAEE ~2 Q
C17 CU SCALE 1"=50' ~ C17 C17 SCALE 1" ~17 SCALE 1"=50'
SUMMARY OF CAMA AEA %NEUSE R1PAR IAN BUFFER IMPA(,T~
75l F SILT FENCE 75' A ~ ~ ~ ~
OUTFACE EC ZONE 1 fJEJ~E RIPARIAN ZONE 2 NEU # SE RIPARIAN
~~ca ~s RIP RAP FLOW~SPREADER F G~ END OUTLET SWAEE AT IMPACT SF BUFFER IMPACT SF BUFFER IMPACT SF
& ENERGY DISIPATOR C17 C20 COASTAL WETLAND LIMIT 1 4785 1912 _ 1274
ELEVATION=1,4 ~ 2 1463 562 - ~ ~ ~ 392
SILT FENCE TO ~ ~ o~~ 3 2460 D a 058 658
~ ~ EXISTING 18° CMP~ / PA r a ~ BE L CED AT 75 CAMA A "-tnl~iihJ~~ l~ ~~Mr-'~ ra EC LIMIT P ( ~z o m ~ o~~ ~w NORTHWEST CREEK 4 1272 1272 - NUa
TOP OF SLOPE TO REMAIN T'~T REPv9Alh1 ~ ~ ZONE 2 - 50' NEUSE RIPARIAN SET ACK 33 2015 1477
I i~ B _ LINE I z WETLAND LINE 6 1137 471 302
mz ~ ~ di a T P ~ , ~ ~,a WE LA JD LINE o h~~ ~ 1't5 o`' M~~~ ' OUTFACE 4 7 1175 <<~z # 1175 311
~ 'i I 1`^ b2 ~ p2 ~ 1 IOTA ~ ~ L 11629 Sf 0.40 AC. 8 465 Sf 0.1 A
~n <L o~ ~ NZ ln~ 'f1ti 9, co(i ~ p I ZONE 1 NEUSE RIPARIA 9 C. 4414 SF OJD AC. o PJ BUFFER
~ ryZ o o ~ o~ INV , - _ - 090 o .a OUTFACE ~}3 INV Q ~a NOTES: ~ U~
6 R ~ 4.0 ~ ~ U ~,Nw ~ti ~ ~~h - ~ ' ZONE 2 ~0 NEUSE RIPARIAN SETBACK LINE 1. ALL OUTFACE WA ~ ~
OVERFLOW 3 I j"~~- , ~r ~ I ~ IIJ ~ NORTHWE~ ~ CREAK F RIP RAP FLOW SPREADER I S EES SHALL BE SODS CD FROM TOP OF ZEADER BANK T T ~
- ~ , _ a CLEARING LIMTS I NORMAL HIGH WA If R ~ ~ C17 C20 & ENERGY DI~IPATOR I 0 OP OF BANK, ~
' PROPERTY LINE OR 15' LEVEL R ! NORMAL HIGH WATER ~ ~ O ~ 75' CAMA a 2. DISCHARGE THROUGH OUTFACE AREAS EC LIMIT SHALL BE hQ LEVEL d ~ ~
~ ~ II ~ MAX CENT R E ED ON SWALE. ALLOWED ONLY UP ON APPROVAL OF TIIE PROJECT ~
_ I I boa END OUTLET SWALE AT / D ~ ~ ENGINEER. ~ ~
JE~,FLON, WEIR ~ - COASTAL WETLAND LIMIT 3. NO EXCAVATION SNAE ~ ~ ~ ~ L Ot,CUR IN AREAS DESIGNATED U~ ~
,r_'1l C19, ELEVATION=1.3 ASWT ~ ~ ~ E LANDS APJD~OR BELOW THE NORMAL WATER ~
n I Z_NE 1 NEJSE RIPARIAN BUFFER LEVEL. NO DISTURBANCE ~ ~ ~ UE
_J w SHAEE OCCUR OUTSIDE THE ~ ~ DRAINAGE EASEMENTS. ~ ~
~ ~ J J J O
J J ~ ~ ~ ~ ~ F~-I
I- ~ ~ ~ ~ 0 F n J ~ Q Q ~L.~ ~ w
Li ~ J ~ <t ~ Q U ~ U ~ ~ ~ w ~ ~ ~ ~a
C' m ~ Q Z ~ w z z = ~ w Q ~ W z ~ 5' ~ W
i.Li Q Q J U Q Q Q ~ z z ~ ~ ~ Q ~ o ~
~ O = Q
~ Q ~ Z ~ U ~ fw- U ~ Q ~ i1') O'~ U ~ W Q ~ ~ J S ~ O 3 3
Z_ ~ ~ ~ ~ ir) o w w o ~ Q ~ ~ ~ ~ z ~1 1
u ~ ° ° 8 ~ z 8 ~ ~ ~ XI: TI G 18 MP
8 , EXISTI G 18 GMP O ~
~ TO REMAIP,I 6 TO RE AIN ~ ~ ~ 6 1 ~
6 ~ CROSS SWAEE OIJTFALL #1
-rt- ~ 4 / - 4 C17 C17 NOT TO SCALE ~ - - ~
y ~ - - H
2 2 2 Q,
-
0 0
0 j - 3 3
1 -2 1 1 _2
_2 ~ Cp N ~Y 00 ~ r~
O ~ ~ r~ ~ N ~n o ~ ~ r`j O
~ ~ rrJ N ~ 2 CROSS SWAEE OUTFACE 2-7 r`t`
0+ 00 0+00 0+50 1+00 1+50 2+00 C11 C11 NOT TO SCALE
0+00 +'o1+00 1+50 2+00 2+50 3+00
GRAPHIC SCALE
C C U TLE 1 SCALE #3 50 0 25 50 zoo
U OULEI TIV7C 7 'G ALE 1" 50'
C17 C11 SCAL )17 OULET SWALE 4 1 1 1 1 C C17 SCALE 1"=5
( IN FEET )
1 inch = 50 ft 03000.D YY G

1 RELEASE FOR PERMITS JKA 2/24/04 ,
- \~`~,~~~iuuiiaiuurun~ii~, ~ FFH CHMMENTS , KA C ~ J 3/19/04 ~H ARD
a ~ RIP RAP FLOW~SPREADr R E p~..••••°••••.. l~ ,
& ENERGY DISIPATOR (~lo '~0 ~ - ~ : ~ ~"~9 C~
~~G ~ Nu. ~ DESCRIPTI[]N BY DATE
b ~P~a SILT FENCE TU _ - ~ ~ c'
BE P R v 157~J 7 LACED AT e islons v
TOP OF SLOPE ~ ~ ~ : .,,y ~ ,LINE ~,N ••~0:
N2 75 CAMA AEC LIMIT • F . VIN
RIP RAP FLONJ~SPREADER F _ o ° ~%u n iu~~~~~ , -ZONE 2 - ~ nuumi ,
ENERGY DISIPATOR C18 C20 75' CAMA AEC LIMIT ao ~U NLU~E RIPARIAN SETBACK LINE
SILT FENCE TO --WETLAND LINE
I ~ ~ ZONE 2 - 50' NEUSE RIPARIAN SETBACK LINE °z i I EE PEA AT QED
/ ,WETLAND LINE ~ a" ~z ~ ~ ~ ~z~~~o o~ ~ 3 - _ _ ~ ° NORTHWEST CREEK ~ ~ O
TOP OF SLOPE i W
E,~1~11PJ I ~ - o ~ ~ AMP ~ , I ~ ~~9 - ~ O ~ _ OUTFAEL ~6 ~
TO R Iv1A ° ~o ~ %a o= NORTHWEST CREEK E IN ~ ~ ~ NORMAL HIGH WATER O ~ INU E~
- - ~ C( ~ o Q8j a" z,~~ ~ o Myw~ OUTFACE ~5 j°z I ~ LEUEL O
_ IfJU , NORMAL HIGH WATER o I FEARING LI TS IS OZ
Y z CLEARING L1MTS iS ~ ~ ' " PROPERTY LI E OR 15 ~ ~ ~ ~ W
~ ~ LEVEL - ~ FROPERIY LINE OR 15 ~ EXISTING 18' CMP „ ~ ~ MAX CENTER END OUTLET~~~SWALE AT ~ JG 18 CMp DON WALE.
SEND OUTLET SWALE AT MAX CEPJTEREO ON SWALE. TO REMAIN COASTAL WETLAND IMIT E~ ~ ~ Q MAIN L
iii COASTAL WETLAND IIMIT O W ELEVATION=1.4 ~ ~ ~ WW,
ELEVATIOld=1.4 ZONE 1 NEUSE RIPARIAN BUFFER ~ ~ U W
ZONE 1 NEUSE RIPARIAN BUFFER O~~W~
~ J ~U~~~
W ~ >
J W J J W
~ W ~ ~
J ~ ~ ~ Q J ~ Q o ~ Q ~ a
_ m O U m ~
~ U W W z Z = Q Q ~ ~ W z ~ = e w Q Q J C~
J Q ~ _ J Q Q' ~ S
LY ~ Q O ~ Q ~ Q J Q ~ Q ~ Q p_ Q Q ~
U (Y J f- U ~ J ~ ~i ~
~ O W ~ ~ ~ ~ O W ~ O L~J
8 L 8- 8 - ~ L~
i ~ EX~,TIFG 1~" MP - ~ ~ Jr ErI~TI G 18 CMP ~ ~~,z ~
C~ 6- 6 ~ ~
TO RE AIN TO RE AIN
4 q ~ _W zN 4 Ct LiJN
2 - ~ _ 2 ~ _ _ ~ a; ~ X _ ~ ~WQ
- - -
0 - 0- ~ ~ z 0 - - o
- - >
~ ~'o - - _ - w u~~
d .r ~ ~ O ~ ~ ~ ~ 00 ~ O~ N O Q~ ~t ~L LO
~ c~ ~ r-; ~ ~ N r~ cV O O ~
~ X
~~+00 0150 100 1+50 2+00 2+50 3+00 +Ol O 0+00 0+50 1+00 1+50 2+00 2+50 mN
3 ~0 - ~i i J -~(~J
®
- - ~ ~ ~_~~UTLL I ~~tiALE
i1~~ ~ ~ ~ OUILET SWALE 6 Q'
~18~~CALE 1 ~0 1 C18 C18 C18 SCALE 1"=50'
SUMMAR'f OF LAMA AE~:iNE!'`_~C RIPARIAN BUFFER IMPACT
15' AEC ZOP~E i~~~!~, ~ OUTFACE # - F RIPARIAN ZONE 2 NEUSE RIPARIAN
IMPACT SF BUFFER IMPACT SF B FE U ER IMPACT SE
"~T,~ RIP RAP CLUW~SPREADER F 1 4785 1012 - 1274
/ EfJCRi;;Y DISIPATOR C18 C20 2 1463 562 392
3 2460 1058
SILT FENCE TO 4 1272 1272 ~ -
I BE PLACED AT 5 5331 2015 7 _ 14.7
TOP OF SLOPE 6 1137 471
I I 75' CAMA AEC LIMIT 302 7 1175 1115
311 TOTAL 11629 Sf 0.40 AC. 8 465 SF 0.19 AC.
~ ZONE 2 - 50' NEUSE RIPARIAN SETBACK LINE 4414 SF 0,10 AC.
~ ~ WETLAPJD LINE NOTES: ~ U~
Lf U a 9 3~2g 42 1 - - _ ~ H ~ysj o~ NORTHWEST CREEK 1. ALL OUTFACE SWA S ~ ~ ~
- ~„w- o~oac~ LE_ _HALL BE SODDED FROM TOP OF
G ~ ~ ccOOac~~ ~2N ~ o ~ a ~ I av' ~ o o~ON OUTFACE BANK TOT ~ OP OF BANK. ~
/ ~ ~ ~ NORMAL HIGH WATER 2. DISCHARGE THROUGH OUTFACE AREAS SHALL BE ~0 d ~ ~
i t,CCARING UMT~ I~ ALLOWED ONLY UPON APPROVAL OF THE PRO ~~T ~ JEc, ~ ~
I „ , LEVEL Ff_, f RTY ~ J E LIRE OR 1~ ENGINEER. ~ ~
' END OUTLET SWALE AT EXISIIPdG 18" ~;MP ~ MAX CELJTERED ON SWALE. ~ ~ ~ ~ ~ 3. N0 EXCAVATION SHALL Oi"~~ ~ - ~ ,C~R IN AREAS DESIGNATED ~f0 ~
TO REMAIN COASTAL WETLAND LIMIT AS WETLANDS AND OR ~ ~ ~ ~ BCEOW TfIE NORMAL WATER
%'OfJF 1 NECiSE RIPARIAN BUFFER ELEUATfON=1.4 LEVEL. NO DISTURBANCE ANA W UO ~ ~ LL OCCUR OUTSIDE THE ~
DRAINAGE EASEMENTS. ~ ~
O ~ ~ O
J w ~ ~ ~
I ~ >
O w W ~
~ ~ c~ _ w w ~ ~
~ ~ ~ a O Q r
rn ~ ~ w w z 2 ~ ~ O
Q z z ~ i Q ~ - ~ ~ Z ~ ~ ~
J I ~ Q O ~ ~ ~ ~
_ J ~iJ Q ~ Q Q v ~ ~ ~ 3 3 ~
z - ~n o w o 1 1~ ~ ~ i
~ ~n ~ z ~ ~ ~ ~
EXISTING; 18" CMP
~ _ ~ ~ REM IfJ ~1 - 1 c CROSSWALE OUTFA2L_2-7 ~
_ t~_ ~ - C18 C18 NOT TO SCALE ~
_
~ i~
i
r ~ r~ ,n w
~1I _ Cpl N'7 N O
0+00 0+50 1+00 1+50 2+00 2+50
GRAPHIC SCALE
C OUTLET `VALE 50 0 25 50 100 200
(C18 C18 SCALE 1"-50
0
( IN FEET )
1 inch = 50 ft. 03090.DWG