20030751 Ver 1_COMPLETE FILE_20030619

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Extension of Commerce Road
Project Number 03 0751
Recvd From APP
Received Date 6/19/03 Recvd By Region
Project Type road extension
County Onslow
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream PT @N 19-10-1 SC NSW 30,502. I 135.00 ?-
I IQ Y ?0, P4 I I I I
Mitigation Wetland
MltigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more Info? pQ Y O N
Have Project Changes/Conditions Been Discussed With Applicant? QQ Y O N
Is Mitigation required? Q Y QQ N Recommendation: Q Issue (0 ISSue/Cond O Deny
Provided by Region: Latitude (ddmmss) 344602 Longitude (ddmmss) -772306
Comments:
Hugh cumulative impacts were a concern with the proposed road crossing, as well as stormwater
treatment on the adjacent tracts of land, these issues are no longer a concern due to a phone
conversation with the applicant who also jointly owns the acjacent land. He sent in a copy of the
wetland delineation on the adjacent propa[Ly. The total amount of wetlands on the adjacent tracts of
land is approximately 200 square feet. The Commerce Road Extension will connect Western Blvd.
and Country Club Road. This connection is being made by request of the city and it will provide
access to the adjacent tracts. The tracts will ultimately be developed as hi densi commercial
projects and wjll treat stormwater wjth an engjneered system accordjng to the State Stormwater
Rules. The road extension was already; erm... . by State Stormwater as a low densjtyproject wjth
runoff bejna djrected into 5:1 swales prjor to djscharging.
Thjs office has no objection to thjs project as proposed provjded that all of the condjtions of General
Water Quality Certification #3402 and the wrjtten WQC are met. (continue page 22)
cc: Regional Office
Central Office Page Number 1
Facility Name Extension of Commerce Road County Onslow
Project Number 03 0751 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
The 401 Water Ouality Certification was written on 8/4/03. NML
(The USCOE has permitted this eject as a NW39.)
cc: Regional Office
Central Office Page Number 2
1
1Lam1FR
SURVEYING COMPANY
LANIER SURVEYING COMPANY, PLLC
PO Box 1237, Jacksonville, NC 28541-1237
239 New Bridge St. Jacksonville, NC 28540
[phone] • Fax [phone]
E- MAIL: BLanier [e-mail]
May 23, 2003
Linda Lewis
Division of Water Quality - Stormwater
NC Department of Environment &_ Natural Resources
127 Cardinal Drive
Wilmington, NC 28402-1890
Re: Commerce Road
Onslow County, Jacksonville, NC
[)ear Ms. Lewis:
Please find enclosed the following for your review:

1. Two (2) sets of plans
2. One (1) original and one (1) copy of the Stormwater Management Permit Application
3. Benchmark check #1991 in the amount of $420.00
4. Index of documentation provided herein
The plans have been approved by the City. H&S Development conveyed to Benchmark
Development Corp, the area where Commerce Road is located. The remainder of the property is
conveyed to others. H&S Development conveyed to Keystone Contractors Partnership the
property on the west side of Commerce Road and to Phoebe Lanier all the property on the east
side of Commerce Road.
This project is different than any other I have been associated with. Please do not hesitate to
contact me if you have any questions or need additional information. My email address is
[e-mail].
Sincerely,

COPY Brent A. Lanier RLS
Barden Lanier RLS
Barden Lanier
/Ing • Government Surveying • Wetland Dellneatlon • Construction Surveying • Site
• Subdivlslon Design • Electric Data Collection • ALTA Surveys • Input & Output in
iteractive with most CAD systems • GPS - Global Posltioning System
? ti
COMMERCE ROAD
INDEX
CONTENTS:
A) PROJECT NARRATIVE
1) Project Description
2) Existing Site Conditions
3) Soil Types
4) Proposed Site Development
5) Stormwater Narrative
a) Turning Lane at Intersection of Country Club and Commerce Road
b) Commerce Road
B) SEDIMENTATION & EROSION CONTROL MEASURES
1) General Intent
2) Construction Sequence
3) Silt Fences
Slope/Slope Length
C) STORMWATER MANAGEMENT
1) Low Density Project
2) General Submittal Requirements
3) Stormwater Management Permit Application Form
4) Erosion and Sedimentation Control Plan Application Checklist
5) Financial Responsibility/Ownership Form
D) APPENDIX
I - Site Map (1)
II - Soil Survey Map (1)
III - Soil Survey Excerpts (8)
IV - Sedimentation & Erosion Control
Specifications (SE 1-6)
V - Storm Drainage Calculations (20)
VI - Wetlands Survey Map
VII - Exhibit Map showing Drainage Areas
(24"06")
VIII - Exhibit Map for Built-Upon Areas (showing Density)

NARRATIVE' (COMMERCE ROAD EXTENSION)
PROJECT DESCRIPTION
The project is to construct Commerce Road through a 35.24 acre tract of land. This portion of
Commerce Road runs from Country Club Road to the Home Depot project. Benchmark Development
Corporation sold Home Depot this site. The City approved the Home Depot site plan on condition
Commerce Road would be constructed from Western Boulevard to Country Club Road. To make the
Home Depot project possible, Benchmark entered into an agreement to constrict that portion of Commerce
Road from the southern line of the Home Depot site to Country Club Road.
EXISTING SITE CONDITIONS
The 35.24 acre site is bound on the North by the proposed Home Depot project, on the east by
Arnold Park (a single-family project) and by a single family lot on Country Club Road on the south by
Country Club Road and on the west by Keystone Contractors Partnership, (Tract I, Map Book 44, Page
39) and U.S. Highway 17. Sandy Run Branch runs across the property and borders Arnold Park. All of
the property slopes toward Sandy Run Branch. The 404 wetlands (0.03 acres) are located as shown on the
plans.
SOIL TYPES
Existing soils are mapped as follows: (GoA) Goldsboro
(GpB) Goldsboro
(MK) Muckalee
PROPOSED SITE DEVELOPMENT
Commerce Road construction will require heavy grading on approximately 5.5 acres. The
clearing, grubbing and grading will include the drainage areas for placing the excavated materials from the
street and the drainage ditches. The areas of land disturbed that is not covered with the street and
sidewalks will be graded and seeded according to the seeding specifications.
STORMWATER NARRATIVE
Benchmark Development Corporation owns 2.38 acres, which is the area of Commerce Road right
of way. The remainder of the 35.24 acres is owned by others. Planned built-upon areas for this project
will contain 97,003 square feet. Benchmark will dedicate the road to the City when the road is constricted
to City standards. The City will maintain Commerce Road as a public street.
TURNING LANE AT INTERSECTION OF COMMERCE ROAD AND COUNTRY CLUB ROAD
The development of the project requires a turning lane at Country Club Road. The existing
Country Chub Road and the proposed additional pavement is super-elevated and slopes southerly across the
road to an existing grassed shoulder and roadside ditch which will treat the stormwater rnoff.
The plan shows the extension of a 15" culvert 56 linear feet and an 18" culvert 8 linear feet. To
allow for the construction of the turning lane, a silt fence and check dams will be installed according to the
plans to prevent sediment from leaving the site. The grassed shoulder and swales will treat the stormwater
runoff.
Approximately 250 linear feet of 5' concrete sidewalk will be constructed along the northern side
of Country Club Road. The stormwater runoff from the 5' concrete sidewalk will be sloped northerly into
Lot 1. The stormwater runoff from the 5' concrete sidewalk will be treated by a grassed slope and the
natural wooded area adjacent to the sidewalk.
COMMERCE ROAD
Commerce Road Extension was designed to minimize the amount of stormwater nmoff that will
nun into the street. When the property adjacent to Commerce Road is developed, most of the stormwater
runoff will be directed away fi-om Commerce Road. High-density development is expected throughout this
project. 'The high-density development will require the runoff to be treated by a detention pond that will be
designed and constructed according to NCDNER Water Quality Standards.
Commerce Road is approximately 1700 linear feet with a 41' wide paved street with curb and
gutter and 5' sidewalks on both sides of the street.
The Sandy Run crossing structure will consist of 2 @ 80 L.F. of 59" x 81" aluminum pipes.
, , Arches and aluminum head walls (weight approximately 8500 pounds) will be assembled on high ground
and lifted into Sandy Run Branch. The wing walls will be attached to the head walls. Silt fence will be
.1, constructed along the banks of Sandy Run to prevent sediment from entering the stream. No stormwater
;3 runoff from the road will enter Sandy Run Branch from this stricture.
Catch basin, pipe, swale, ditch and riprap constructed at Sta 5 + 50. Silt fence will be constricted
around the catch basin, above the end of the pipe and along the edge of the ditch. Temporary sediment trap
will be constructed according to the plans. Clearing, grubbing, filling and grading will take place on Lot 2
as shown on the plans. This area will receive most of the excavation from the grading of the street and the
excavation of the ditches. The fill will be graded and seeded according to the plans. The grassed areas will
prevent erosion and treat the stormwater runoff. Silt fences will be constructed along the lower side of the
fill area to contain the sediment. Grassed swales will treat the stormwter runoff from the street.
Catch basin, swale and ditch will be constructed at. Sta 11 + 80. Silt fence will be constricted
around the catch basin and above the end of the pipe to control the sediment. Temporary sediment Trap 1
will be constructed in the Swale according to the plans. Grassed swales will treat the stormwater runoff
from the street.
Eighty (80) linear feet of 36" pipe will be constructed at Sta 12 + 30 to accommodate the future
development on the northwest side of Commerce Road. A ditch will be constructed from the end of the
pipe to Sandy Ram. The ditch will be lined with the excelsior blanket and riprap according to the plans.
The grass lined ditch will treat the stormwater runoff.
Additional clearing and grubbing, fill and grading will take place on Lot 4. The fill will come from
the grading for the street and excavation from the ditch. The fill will be graded and seeded according to the
plans. The grassed areas will prevent erosion and treat the stormwater nmoff. Silt fence will be installed
as shown on the plans to contain the sediment.
Until future development takes place, the stonnwater runoff from Commerce Road and the
sidewalks will be treated by the vegetation swales (Ditch A and Ditch B), as shown on the plans.
SEDIMENTATION AND EROSION CONTROL MEASURES
1. GENERAL INTENT
The owner and/or site contractor shall provide erosion control measures to ensure that offsite erosion does
not occur. All measure will be installed and maintained per the North Carolina Erosion and Sedimentation
Control Planning and Design Manual. At a minimum, measures will be provided as indicated on the
erosion control plans.
2 CONSTRUCTION SEQUENCE
1.) Obtain sedimentation and erosion control plan approval from the Land Quality Section of the City of
Jacksonville Public Service District. Notify and invite the attendance of the Land Quality Section to
any relevant construction meetings.
2.) Construct the construction entrance.
3.) Clear and grub street and stock pile areas.
4.) Grade, fill and excavate only in areas that have proper sediment control devices.
5.) Install all sediment control devices where practical as construction progresses.
6.) Install sewer main lines.
7.) Construct or install storm drainage facilities where practical including rip rap.
8.) Install water lines, fire hydrants, and water and sewer facilities.
9.) Constrict curb and gutter, ABC base and pavement.
10.) Grade and construct ABC base, pavement for driveway intersections.
11.) Install Curiax blankets of American Excelsior Company in accordance with the manufacturer's
recommendations and seed accordingly to seeding specifications.
12.) Apply seed, fertilizer and lime to all exposed soil areas. (See specifications for method of application.)
Apply 800 to 1000 lbs. Of 10-10-10 fertilizer and 3000 lbs. lime per acre. For April 1 to September 1
apply 100 lbs. of Rebel fescue and 25 lbs. of hulled common Bermuda per acre or apply seed variety
according to seeding specifications for time of year of the land-disturbing activity. Apply 1.5 tons of
mulch per acre over seeded area.
13.) Keep all sediment control devices in place until each area has stabilized with permanent vegetation.
14.) Check sediment control devices after each rainfall to assure sediment trap control.
15.) Provide temporary seeding and mulching on areas where work is delayed for 15 days or more.
Seeding Specificatious
Apply lime and fertilizer and work into top 4-6 inches of soil. Seed mixture shall be distributed
uniformly and covered with clean straw mulch. All mulch shall be crimped and/or tacked to help
keep in place material and application rates as follows:
Material Application Rate
Lime 2000 lbs./acre
Fertilizer 800 lbs./acre
Mulch 1.5 tons/acre
Permanent Seedin
"Rebel" Fescue 100 lbs./acre
Common Bermuda
(Unhulled Sept. 1-April 1) 100 lbs./acre
(Hulled April 1-Sept. 1) 50 lbs./acre
Temporary Seeding (if needed)
Dec 15-April 15
Kobe Lespedeza 50 lbs./acre
Rye Grain 100 lbs./acre
April 15-Sept. 15
German Millet 40 lbs./acre
Sept. 1-Dec. 1
Rye Grain 100 lbs./acre
3. SILT FENCES
Fabric silt fences shall be constructed as detailed. The fences shall be installed where indicated and
anywhere grading practices cause sheet drainage to have potential runoff velocities that may erode the soil.
Limit drainage areas to '/4 acre per 100 feet of silt fence. The following table applies to maximum slopes
upstream of a silt fence:
SLOPE
Less than 2%
Between 2% and 5%
Between 5% and 10%
Between 10% and 20%
More than 20%
SLOPE LENGTH (FT)
100
75
50
25
15
Silt fences shall be inspected after every rainfall and at one (1) week intervals. Repairs and/or replacement
shall be initiated as the need arises. Sediment removed shall be spread and seeded. Topsoil that is
stockpiled shall have silt fence constructed around the perimeter of the pile.
STORMWATER MANAGEMENT
LOW DENSITY PROJECT
The project does not contain impervious surfaces, No additional built upon areas are planned.
The remainder of the development will be site-specific.
GENERAL SUBMITTAL REQUIREMENTS
1. A completed stormwater permit application.
2. Two (2) sets of plans showing the North arrow, scale, revision dates, property/project
boundaries, lot lines, existing and proposed contours and drainage areas.
3. Low density projects:
a. Drainage area delineation and Swale locations on plans.
b. Inlet and outlet elevations. Maximum longitudinal slope of the land is 5%.
c. The type of vegetated cover specified on plans.

c?F1?tc> u > olvTy
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
BENCHMARK DEVEI OpmENT CORPORATION --
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
BARDEN LANIER, PRESIDENT
3. Mailing Address for person listed in item 2 above:
-
PO Box 1237
-City:--Jacksonville State:- NC Zip:_ 28541 -1 237 -
Telephone Number: -C 910 )455-3889
E-mail: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
EXTENSION.OF COMMERCE ROAD- --------
5. Location of Project (street. address):
COUNTRY CLUB ROAD ----
JACKSONVILLE Cohn : ONSLOW
6. Directions to project (From nearest major intersection):
From intersection of NC 24 & US 17, go N on US 17 1.4 miles to Bk?ll Fork
1.;_ go N on Bell Fork Road 0 5 mile to Country club Road. Go NE on _
Country Club Rd 0.7 mile. Project on N side of Country Chub Read.
7. Latitude:--- ° _ Longitude:- 7-7° ?3-„fl -- of project
34-4F}. ?-
8. Contact person who can answer questions about the project:
Name: Barden Lanier Telephone Number: 01-O -J 455-3889
II. PERMIT INFORMATION:
L Specify whether project is (check one): _ X New
Renewal _ Modification
Donn SWU-101 Version 3.99 Page I of4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number-- n/a and its issue date (if known) __
3. Specify the type of project (check one):
_X___Low Density ___High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
-_-CAMA Major X -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 .
See- -Narrativk-- - -- - - - - ------- --
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Project. Area: 35.24 -acres 4. Project Built Upon Area: 0.58 %
5. Flow many drainage areas does the project have? 1
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 1 Drainage, Area 2
Receiving Stream Name New River via Chaney Crk vi a Sandy Run
Receiving Stream Class SC
Drainage Area 35.24
Existing Impervious` Area -0-
Proposed Impervious*Area 97003SF/2.03 acres
`%> Impervious* Area (total) 0.58%
Impervious Surface Area Drainage Area 1 Dtainage'Area 2
On-site Buildings -0-
6n-site Streets 79,169
On-site Parking -0-
On-site Sidewalks 17j834
Other on-site -0-
Off-site -0-
Total: 97,003/2.03 acres Total:
* Impervious area is defined as the built upon area including, but not limited to, vunaings, roaas, panting areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of4
7. 1 low was the off-site impervious area listed above derived?AUTOCADD v.14
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.
1. The followin covenants are intended to ensure ongoing compliance with state stormwater management permit number
n___ _ as issued by the Division of Water Quality. These covenants may not he
changed or deleted without the consent of the State.
Z. No more than n/a square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or slmllar 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 storm water management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted storm water control
system. These connections to the stornrwater 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 he 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 Wet Detention Basin Supplement
Form SWU -103 Infiltration Basin Supplement
Form SWU -104 Low Density Supplement
Form SWU -105 Curb Outlet System Supplement
Forrn SWIJ -106 Off-Site System Supplement
Form SWU -107 Underground Infiltration Trench Supplement
Form SWU -108 Neuse River Basin Supplement
Form SWIJ -109 Innovative Best Management Practice Supplement
Form SWLI-101 Version 3.99 Page 3 of4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Iryi(?als
• Original and one copy 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):.
Mailing Address:
City:_-- State:
Phone: (.. - ------ _ Fax:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
Ihat the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cov ants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2I-I.1000. _
*oa
Signature:__ Dace:
Fomr SWU-101 Version 3.99 Page 4 of 4
Pennit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
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.
1. PROJECT INI ORMATION
Project Name
Contact Person:
Number of Lots
Allowable Built Upon Area Per Lot*
-0-
*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.
11. BUILT UPON AREA
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.
EX'T'ENSION OF COMMERCE ROAD
BARDEN LANIER Phone Number: ( 910 455-3889
Forni SWL1-104 Rev 3.99 Page 1 of 2
(SA x DF) - RA - OA = BUA
No. Lots Lot
--

N/A
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessaiy. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants In'tials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
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 t:o 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. I 007(2)(b)]
Form SWU-104 Rev 399 Page 2 of 2
State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
PROJECT NAME:: Extension of -Commerce Road
COUNTY: Onslow _ DATE:--5-2-03
A
EROSION AND SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
North Carolina Administrative Code Title 15A, Chapter 413 entitled "Sedimentation Control" requires that all
persons disturbing an area of one or more acres must obtain approval of a soil erosion control plan prior to the
commencement of said land-disturbing activity. A complete application that includes the required fee and the
other following checklist items must be filed a minimum of 30 days prior to the activity with the Regional
Engineer of the Land Quality Section of the Department of Environment, Health and Natural Resources, who
must approve, approve with modification, or disapprove the plan within 30 days of receipt. Failbre of the
Rdgional Engineer to act within that 30 day period will be deemed as approval of the plan. Commencement
of a land-disturbing activity under the jurisdiction of Title 1 5A without art approved erosion and sedimentation
control plan is a violation that can result in civil penalties or injunctive action under N.C. General Statues.
LOCATION of PROJECr:
X IfIClllding roads, struuts, ^niturcuun u:;,
and othor major Inndmark:r or fouhlrus
GENERAL SITE FEATURES:
X _ Legend; rwnh uiow, plan se•la, -.l-n contr.l me --. etc
XProperty lines and boundaries of total tract
X Fxisling and proposed contours
--- Lirnit and ncroogo of dihtmbed nruh
-N Lk- Planned & existing buildings and clevotions
X _ Planned & existing rood locations and elevations
X _ Geologic features; such as stroame, lakos, dams,
watlonds, soaps, springs, rock outcrops, etc.
X _ Easements & adjoining proporty urns
X _ Profiles; streets, utilities, lateral dileltlinu:;, etc.
X _ Stockpile locations
BORROW AND/OR WASTE AREAS
X If the same poison conducts the (and-dlslurbino activity tend any
---- related borrow or waste activity, that borrow/west. Activity hall
a onaltuto part of the land-disimbino activity, unlms the borrow/
...... activity I. prided and/., reouleted under the h11ninu Act
o1 1071, or fee . la,dflll rapulsted by the elvlslon of Solid Wast.
rdana0oment. If the land•dlsturbino activity ¦nd the related b.nowl
waste activity sea net conducted by the same financially responsibla
party, they shall be considered separsto lend-dlrtuibinu activltlaa,
SITE DRAINAGE FEATURES:
X _ Drainage features; existing and planned (including
off-silo areas that drain througll tho proluct)
X Size of sub-watershed (Acros)
Culverts & sowers; size and locatioll
X Soils information (Type, special eharoetoristics, etc.)
X Nome and classification of receiving wotorcourse or
name of municipal operator Iwhar. st.rmwat.r I. di.duuUMll
DESIGN CALCULATIONS:
X Prec011etrllCti-0 run-fl c11lculotlons, for oath
outlet from site lal arch peak 11-1-u. 1...11-111
X CUlvorls and storm sowors
X _ Open channols; e.lruru & planned (Include, tamp. llnlnusl
X Energy dissipolors, Ilnaked. I.n..11. and dlmen.lon.)
- X-- Sodimont basins, pits, chuck darns
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
_ _X _ Complolod, notarized FR/O Form
X _ Accurate application fee
X Cortificato of assumed name, if owner I. a Partnership
VEGETATIVE STABILIZATION:
X Methods of soil preparation
shod typo and ratan hcmpo(.iy and permanent)
Fortilizor type and rates
Mulch typo and rates
EROSION CONTROL MEASt1RES:
X Location of measures, temporary & permanent
Construction details of rcmpor.ry & p.-ee..nt me•. ure•
_ Mointononco requiiantonts of all rnoasuroe
X Contact persons for maintenance of measures
NARRATIVE AND CONSTRUCTION SEQUENCE-
X Nature and purpose of the project
Construction sequence no it rolates to eroelon
control, including provisiona for installatlon
of critical measures prior to tho initiation of
tho land-disturbing activity; all maintenanca
measures; and removal of rnooetiros after arena
they servo have been permanently stabilized.
OTHER INFORMATION:
1 97 r'ardinal Drive I.xtel)SI0f1, Wilmington, N.C. 28405-3045 a Telephone [phone] Fax [phone]
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT

No person may initiate any land-disturbing activity on one or more contiguous 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, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print arid, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name Extension of Commerce Road
2. Location of land-disturbing activity: County Onslow _ , City
or Township Jacksonville and Highway/Street Country Club Road
3. Approximate date land-disturbing activity will be commenced: May 7 2003
4. Purpose of development (residential, commercial, industrial, etc.) : Commercial
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas )
6. Amount of fee enclosed $
240.00
5.38 acres
7. Has an erosion and sedimentation control plan been filed? Yes XX No
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name Barden Lanier Telephone-( 910 ) 455-3889
9. Landowner (s) of Record ( Use blank page to list additional owners.):
Benchmark Development Corporation
Name (s)
239 New Bridge Street
Current Mailing Address
Jacksonville NC 28540
City State Zip
Current Street Address
City State Zip
10. Recorded in Deed Book No. - 2023 Page No. 495
Part B.
1. Person (s) or firms (s) who are financially responsible forthis land-disturbing activity (Use the blank page to list
additional persons or firms):
Benchmark Development Corporation
Name of Person (s)or Firm (s)
239 New Bridge Street
Mailing Address
Jacksonville NC 28540
City State Zip
Telephone [phone]
Street Address
City State Zip
Telephone
y.
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-I ET NUMBER 24
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8 \
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_ 2 M1111 SOIL SURVEY MAID
APPENDIX II
2 KIMMEIEHS
°o
h
ry
`w
v
L
C
O
77IM'.1
... , a
,j
3 4 °4 5'00„
22'30"
Onslow County, North Carolina
TABLE 19.--ENGINEERING INDEX PROPERTIES --Continued
I classificatio n IF rag- I Percentage passing
Soil name and IDepthl USDA texture I I Im ents I sieve number--
rnap symbol I I Unified I AASH
1 1

I
I TO I

li > 3 1

nchesl 1 1 1

4 1 10 1 40 1 200
---
- ------ -
I In
I

I

I

--
I

I I
I I I
0-341Muck-------------- IP'P
134-40ISandy loam, fine ISM, Sc, I---
IA-2,
A-4 1 --- I
0 1 --- I--- I -- I---
100 1 100 160-85 125-49
Croatan I I sandy loam, I SM-Sc I I I I
I I
I I mucky sandy I I I
I I loam. I
140-701Loam, clay loam, ICL, SM, I
IA-4, I
A-6 1
0 1
100 1 100 175-100136-95
1 I sandy clay loam.l ML, Sc I I
--- I -
-
I70-801Variable--------- I ---
1 ---
I
I
I
--- I
I
--- --
I
1 1
0-4 IMuck ------------- IPT 1 ---
---
Dorovan 14-801Muck------------- IPT
180-991Sand, loamy sand,ISP-SM, 1 -`
IA-11 1
A-3,1 0 1 100 1 100 1 5-70 1 5-49
I
I I loam. SM-SC, SMI A-4, I I I I
I I I A-2- 4 I I I I I
I I
Dc---------------- I I
1 0-601F1ne sand -------- ISP-SM, I
SP IA-21 I
A-3 1
I 0 I I
1 100 195-100160-75 1 3-12
I I I I
Duckston I I I I
I I I I I I
F'oA---------------- I I I
1 0-8 ILoamy fine sand ISM IA-21 A-4 1
4 0
0 1 100 1 100 160-100115-36
1100 1 100 170-100118-40
Por.eston 18-701Sandy loam, fine ISM, SM- SC IA-2, A-
1 I I I
I I sandy loam. I
170-80ILoamy fine sand, ISP-SM, I
SM IA-2, I
A-3 1 0 I
1 100 1 100 150-1001 6-25
I
1 1 loamy sand, fine) I I I I
I I sand. I I
I I I
I
GoA------------- I I I
1 0-131Fine sandy loam ISM, SM- I
SC,IA-2, A-4,1 0 195-100195-100150-100115-45
Goldsboro I I I Sc
113-80ISandy clay loam, ISM-SC, I A-6
SC,IA-2, I
A-4,1
0 I I I I
198-100195-100160-100125-55
I
I I sandy loam. I CL-ML,
I I I CLI A-6
I I
I I I I
I I I I
GpH*:
Goldsboro------- I I
-1 0-131Fine sandy loam ISM, SM- I
SC,IA-2, I
A-4,1
0 I I I I
195-10019_i-100150-100115-45
I
I Sc I A-6 I I I I
I I
113-80ISandy clay loam, ISM-SC, SC,IA-2, A-4,1 0 198-100195-100160-100125-55
I sandy loam. I CL-ML,
I I I CLI A-6
I I
I I I I I
I I I I
Urban land. I I I
I
I I I I I
I I I I
I I I
0-9 IFine sandy loam ISM, SM- SC IA-2, A-4 1 0 1 100 195-100160-100120-45
19-45ISandy loam, sandylSC, CL IA-4, A-6 1 0 198-100195-100160-100131-60
Grlf.ton I I clay loam, clay I I I I I I I
I
1 1 loam. I
145-581Loamy sand, sandylSM, SM- I
SC IA-2, I
A-4 1 0 I
1 100 195-100160-100112-45
I I I I
1 1 loam. I I I -- I --- I ---
5B-801Variable--------- i -- I -- -
I
---
I --- I -
I I I I
I<u11--- - ------- I I I
I 0-80IFine sand -------- ISP, SP- I
SM IA-3 I
I 0 1 100 1 100 160-1001 0-7
I I
Kureb I I I
1 I
? I I I I I
- I I
0-991Muck------------- IPT
- IA-8 1 0 I--- I--- I--- I---
La -------------- I I I I
Lafitte I I I I I I I I
Le-------------- I I I
-1 0-7 ILoam ------------- IML, CL, IA-4, A-5,1 0 1 100 1 100 185-100160-85
I
Lenoir I I I CL-ML
17-801C1ay, silty clay,ICI„ CH I A-6
IA-6, I
A-7 1 0 I I I
1 100 1 100 185-100155-95
I I I I
I I clay loam. I
I I I I
I I
I I
See footnote at end of table.
129
ILiquid I Plas-
I limit I ticity
I I indax
I Pct I
I
<30 I NP-]0
I
I
I
<36 I NP-15
I
I
<20 I NP-7
I
1
I
--- I NP
--- I NP
<25 1 NP-5
--- I NP
I
I
I
<25 I NP-14
I
16-37 I 4-18
I
I
I
<25 1 NP-14
16-37 1 4-18
I
I
I
I
<30 I NP-7
20-35 I 8-15
I
I
<30 I NP-7
I
I
--- I NP
20-45 1 4-10
I
30-60 1 11-35
I
I
SOIL SURVEY EXCERPTS APPENDIX 111 (1)
130
TABLE 14.--ENGINEERING INDEX PROPERTIES--Continued
I I Classification IFraq- I Percentage passing
Soil name and IDepthl USDA texture I I I ments I sieve number--
map symbol I I I Uni fied I AASH TO I > 3 1 1 I I
I I I Iinchesl 4 1 10 1 40 1 200
I In I Pct I I I I
I
f,n ------- I I I
I 0-171Fine sand--------ISP, I
SP-SM IA-3, I 0 I I I
1 100 1 100 180-1001 2-12
keon I I I I A-2- 4 I I I I I
117-511Sand, fine sand, ISM, SP-SM,IA-3, 1 0 1 100 1 100 180-1001 3-20
1 1 loamy sand. I SP I A-2- 4 I I I I I
151-951Sarid, fine sand ISP, SP-SM IA-3, 1 0 1 100 1 100 180-1001 2-12
I I I I A-2- 4 I I I I I
I I
I,y ---------------- I I I
I 0-131Fine sandy loam ISM, I
ML, IA-2, I
A-4 1 0 I I
192-100190-100175-100125-55
Lyuchbury I I I sM- SC, I I I I
I I I CL- ML I I I I I I
113-8015andy clay loam, ISM-SC, SC,IA-2, A-4,1 0 192-100190-100170-100125-67
I I sandy loam, clay) CL, CL-MLI A-6 I I I I
I I loam. I I I
I I I I I
I I I I
Mac--C I I I
1 0-121Loamy fine sand ISM I
IA-2 1 0 195-100190-100150-100113-30
Mar.vyn 11.2-521sandy clay loam, IML, SM, IA-4. A-2,1 0 195-1001 90-1001 60-95 130-55
1 1 sandy loam. I SC, CL I A-6, A-71 I I I I
152-751Loamy sand, sandylSM, ML, IA-1, A-2,1 0 195-100190-100145-95 120-55
1 1 loam, sandy clay) SC, CL I A-4 I I I I I
I I loam. I I I I I I I
1 1 1 1
Md ---------------- I I I
I 0-281Mucky loam ------- IOL I
IA-4 1
1 0 1 100 195-100190-100160-75
Masontown 128-65ILoamy sand, sand,ISM, SP-SM IA-2, A-3,1 0 1 100 195-100150-75 1 5-40
1 1 sandy loam. I I A-5
I I
I I I I I
I I I I
Mk --------------- I I I
I 0-10ILoam------------- IML, SC, SMIA-2, A-4 1 0 195-100190-100150-95 130-60
MuckaIee I I I SM-SC I I I I I I
140-751Sandy loam, loamylSM IA-2, A-4 1 0 195-100180-100160-90 120-40
1 1 sand. I I I I I
I
Mu-- ------- I I I I
1 0-5 (Fine sand -------- ISP-SM, SM IA-2, I
A-3 1 0 I I
1 100 1 100 185-1001 5-30
Murv.ilte 1 5-551Fine sand, sand, ISM, SP-SM IA-2, A-3 1 0 1 100 1 100 185-1001 5-20
1 1 loamy fine sand.) I I I I I I
155-75IVariable---------- I --
I - I ---
I I
I --- I --- I.--- I --- I ---
I I I I
Nell,, NfC --------- I I
I 0-801Fine sand -------- ISP, SP-SM IA-3 1 0 195-100195-100160-75 1 0-5
Newhan I I I
I I I I
I I
I I I I
I I I I
NuL : I i I I I I
Newhan ---- I 0-80IFine sand -------- ISP, SP-SM IA-3
1 1
I 0 195-100195-100160-75 1 0-5
1 1 1 1
Corolla --------- 1 1 1
1 0-721Fine sand -------- ISW, SP-SM,IA-2, A-3 1 0 180-100175-100160-95 1 1-12
I I SP
I
I I
I I I
I I I I
Urban land. I I
I I I I I
I I I I
NoA, Nola ---------- I 1 I
I 0-10ILoamy fine sand ISM I
IA-2 I 0 195-100192-100150-95 113-30
Norfolk 110-17ISandy loam, sandylSC, SM-SC,IA-2, A-4,1 0 195-100191-100170-96 130-63
1 1 clay loam, clay I CL, CL-MLI A-6 I I I I I
I I loam. I I I I I I I
147-801Sandy clay loam, ISC, SM-SC,IA-4, A-6,1 0 1 100 198-100165-98 136-72
1 1 clay loam, sandy) CL, CL-MLI A-7- 6 I I I I I
I I clay. I
I I
I I I I I
I I I I
On----- --- I I
I 0-10ILoamy fine sand ISM, SP-SM IA-2, A-3,1 0 1 100 195-100160-1001 5-38
Onsiow 1 1 1 1 A-4 I I I I I
110-681sandy clay loam, ISM, CL, IA-2, A-4,1 0 1 100 195-100160-100130-55
1 1 sandy loam, clay) SC, ML I A-6 I I I I I
I I loam. I I I I I I I
168-80IVariable---------- I --
I I I - I ---
I I
I --- I --- I --- I --- I ---
I I I I
Soil Survey
(Liquid I Plas-
I limit I L-icity
I I index
1 Pct
I I
I --- I NP
I I
I --- I NP
I I
--- I NP
I I
I I
<30 1 NP-7
16-40 1 4-18
I
I
I
--- I NP
24-45 1 3-30
1
<40 1 NP-10
--- I NP
--- I NP
I
I
<30 1 NP-10
1
<20 1 NP-4
--- I NP
--- I NP
I
I
--- I NP
I
I
I
--- I NP
--- I NP
I
I
I
I
<20 1 NP
20-38 1 4-15
20-52 1 4-23
I
I
I
--- I NP
I
<36 1 NP-17
See footnW e at end of table.
(2)

132
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
Soil Survey
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
Chat. data were not available or were not estimated)

Soil name and
map symbol I I
IDepth I
I I
I I
Clay I I
Moist (Permeability
I bulk I
I density I I I I I Erosion I
1Availablel Soil (Shrink-swell I factors I Organic
I water Ireactionl potential I I I matter
Icapacity I I I K I T I
1 In I Pct I g/cc I In/hr I In/in I pH I I I I Pot

And - I I
I 0-131
1-12 I I
11.35-1.551
2.0-6.0 I I
10.05-0.1014.5-6.5 I I I
1Low----------10.101 I
5 1 0-2
Al pLn 113-481 1-7 11.40-1.551 6.0-20.0 10.03-0.0914.5-6.5 1Low-----------10.101 1
148-801 5-8 11.45-1_.651 2.0-6.0 10.06-0.0914.5-6.5
I I ILow---------- 10.101
I I I 1
I
AuH--------------- I I
- 1 0-241 2-10 I I
11.60-1.701 >6.0 10.04-0.0914.5-6.5 ILow---------- 10.101 5 1 .5-1
Antr-yvllle 124-381 10-25 11.40-1.601 2.0-6.0 10.08-0.1314.5-5.5 1Low---------- 10.101 1
138-531 2-8 11.60-1.701 >6.0 10.03-0.0814.5-5.5 ILow---------- 10.101 1
153-991 10-35 11.40-1.601 0.6-2.0 10.10-0.1514.5-5.5
1 1 ILow---------- 10.171
1 1 1 1
1
liaFi ------- 1 1
-1 0-301 0-8 1 1
11.60-1..751 6.0-20 10.02-0.0614.5-6.5 1Low----------10.101 5 1 .5-1
Haymeade 130-561 8-26 11.45-1.601 2.0-6.0 10.10-0.1414.5-6.5 ILow----------10.101 1
156-801
I I 0-12 11.60-1.751
I I 6.0-20 10.02-0.1014.5-6.5
I I ILow---------- 10.101
I I I 1
I
HmH*: I I I I I I I I I
Haymeade-------- -1 0-301 0-8 11.60-1.751 6.0-20 10.02-0.0614.5-6.5 1Low----------10.101 5 1 .5-1
130-561 8-26 11.45-1.601 2.0-6.0 10.10-0.1414.5-6.5 ILow---------- 10.101 1
156-801 0-12 11.60-1.751
I I 6.0-20 10.02-0.1.014.5-6.5
I I 1 Low----------10.101
I I I 1
I
Urban land. I I
I I I I I
I I I
I I I I
I
)3o----- - I I
-1 0-8 1 30-60 I I
11.20-1.401 0.06-0.2 10.02-0.0616.1-8.4 1High ---------10.261 5 1 5-25
Hohickc-L 1 8-381 35-60 11.30-1.601 <0.06 10.02-0.0616.1-8.4 1High ---------10.241 1
138-601 --- 1 --- I
I I --- I --- I---
I I I ------------- I ---- I
I I I I
I
Ca--------------- I I
-1 0-651 5-12 11.45-1.601 >6.0 10.02-0.1015.6-8.4 ILow----------10.151 5 1 .5-2
Carteret I I I I I I

Co-------------- I I
-1 0-721
0-3 I
11.60-1.701
>20 I I
10.01-0.0315.6-7.8 I I I
ILow---------- 10.101 I
5 1 <.5
Corolla I I I I
I I I I
I I I I
I
Cr.H, CrC-------- I I
-1 0-8 1 6-20 I I
11.30-1.551 0.6-2.0 10.12-0.1813.6-6.5 ILow----------10.371 5 1 .5-2
Craven 1 8-461 35-60 11.30-1.451 0.06-0.2 10.12-0.1513.6-5.5 111oderate-----10.321 1
148-801 5-35 11.35-1.601
1 0.2-6.0 10.08-0.1413.6-5.5
1 1 ILow---------- 10.321
1 1 1 1
1
-------------- 1 1
- 1 0-341 0.-0. 1
10.40-0.651 0.06-6.0 10.35-0.451 <4.5 ILow ---------- I ---- I --- I 25-60
Croatan 134-401 8-20 11.40-1.601 0.2-6.0 10.10-0.1513.6-6.5 ILow ---------- I ---- I I
140-701 10-35 11.40-1.601 0.2-2.0 10.12-0.2013.6-6.5 1 Low----------I----1 1
170-801 --- I --- I
I --- I --- I ---
I I I------- I ---- I
I I I I
I
Da-------------- I I
- 1 0-4 1 --- I
10.25-0.401 0.6-2.0 10.25-0.5013.6-4.4 1-------------- I---- I- -- I ---
Dorovan 1 4-801 --- 10.35-0.551 0.6-2.0 10.25-0.5013.6-4.4 1-------------I----I I
180-991 5-20 11.40-1.651
I 6.0-20 10.05-0.0814.5-5.5
I I ILow ---------- I ---- I
I I I I
I
Dc---- -------- I I
-1 0-601 0-4 I
11..60-1.101 >20 10.02-0.0513.6-8.4 ILow----------10.101 5 1 .5-1
DucksLon I I I I I I
I I I I
I I I I
I
F.A ----- I I
-1 0-8 1 5-12 I I
11.20-1.401 6.0-20 10.05-0.1014.5-6.5 1 Low----------10.151 5 1 .5-2
ForesLon 1 8-701 10-18 11.20-1.401 2.0-6.0 10.09-0.1314.5-5.5 1Law----------10.101 1
170-801 4-12 11.30-1.601
I 6.0-20 10.03-0.1014.5-5.5
I I 11,ow---------- 10.101
I I I 1
I
GoA-------------- I I
1 0-131 5-15 I
11.40-1.601 2.0-6.0 10.08-0.1214.5-6.0 ILow----------10.201 5 1 .5-2
Goldsboro 113-801
1 1 18-30 11.30-1.501
1 1 0.6-2.0 10.11-0.1514.5-5.5
1 1 1L,ow----------10.241
1 1 1 1
1
See footnoLe at end of table.
(3)
Onslow County, North Carolina
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS--Continued

soil name and
map symbol I
IDepth I
I
I
Clay I
I Moist (Permeability
bulk I
density I I I I I Erosion I
1Availablel Soil (Shrink-swell I factors I Organic
I water Ireactionl potential ( I matter
Icapaclty I I I K I' I
--- I In I Pct 19/cc I
I In/hr In/in I PH
I I I I I
I I I I Pct
I
GpB":
Goldsboro------ I I
I
-1 0-131
5-15 I
I I
11.40-1.60(
2.0-6.0 I
10.08-0.1214.5-6.0 i I I
ILow---------- 10.201
5 1 .5-2
113-801
I I 18-30 11.30-1.501
I I 0.6-2.0 10.11-0.1514.5-5.5
I I ILow---------- 10.241
I I I I
I
Urban land. I I I I
I I I I I
I I I
I
GC-------------- I I
-1 0-9 1 7-16 I I
11.45-1.651 2.0-6.0 10.10-0.1414.5-7.3
" (Low---------- 10.201 5 2-4
Grifton 19-451 18-35 11.35-1.451 0.6-2.0 1.3
10.12-0.1714.5- IL,ow----------- 10.241 I
145-581 2-18 11.45-1.701 2.0-20.0 10.0.7-0.1415.6-8.4 (Low---------- 10.201
---------- I ----I 1
I
ISO-001 --- I --- I --- I --- ---
I ----
I I I I
KuB ------------- I I
- I 0-801 0-3 I I
11.60-1.801 6.0-20 <0.05 14.5-7.3 ILow---------- 10.101
I I I 5 <2
Kureb I I I I I I
I I 1 1 1
I I
0
99 --- I I
251
05-0
10 2.0-6.0 10.18-0.4516.1-8.4 1Low----------I----1- -- I 30-70
La-------------- -
1
1 .
. I I I I
La fit LC I I I I
I I I I I I
Le --------------- I I
I 0-7 1 6-20 I I
11.30-1.501 0.6-2.0 10.14-0.1813.6-5.5 ILow---------- 10.371 5 1 2-4
Lenoir 1 7-801 35-60 11.20-1.351 0.06-0.2 10.13-0.1513.6-5.5
1 1 IModerate-----10.321
1 1 1 1
I
Ln---------------- I 1
1 0-171 1-6 1 1
11.40-1.651 6.0-20 10.02-0.0513.6-5.5 1Loa-----------10.101 5 1 .5-4
Leon 111-511 2-8 11.50-1.701 0.6-6.0 10.05-0.1013.6-5.5 ILow----------10.151 I
151-951 1-6 11.40-1.651 0.6-6.0 10.02-0.0513.6-5.5
I I 1Lot------------ 10.101
I I I I
I
Ly--------------- I I
1 0-131 5-20 I I
11.30-1.601 2.0-6.0 10.09-0.1313.6-5.5 lLow----------10.201 5 1 .5-5
Lynchburg 1 13-80 1 18-35 11.30-1.501
I 0.6-2.0 10.12-0.1613.6-5.5
I 1 11,oa-----------10.201
1 I 1 1
1
Mac: -------------- I 1
1 0-121 2-12 1
11.35-1.701 2.0-6.0 10.06-0.1114.5-6.0 ILow---------- 10.171 4 I <2
Marvyn 1 12-52 1 18-35 11.30-1.601 0.6-2.0 10.12-0.1714.5-6.0 1 Low----------10.321 1
152-751 10-30 11.40-1.601 0.2-2.0 10.07-0.1414.5-6.0
1 1 ILow---------- 10.321
1 1 1 1
1
Md-------------- 1 1
-1 0-281 10-18 1 1
11.00-1.301 2.0-6.0 10.20-0.2615.6-7.8 1 Law----------10.101 5 1 8-20
Masontown 128-651 2-18 11.40-1.601 2.0-20 (0.02-0.1215.6-7.8
I I ILOw-----------10.101
I I I 1
I
Mk-------------- I I
-1 0-401 10-25 I I
1 --- 1 0.6-2.0 10.09-0.1515.1-7.3 1Low---------- 10.201 5 1 --
Muckalee 140-751 5-20 1 --- 0.6-2.0 10.08-0.1215.6-8.4
1 1 ILow---------- 10.201
1 1 1 1
1
Mu-------------- 1 1
-1 0-5 1 2-8 1 1
11.45-1.601 6.0-20 10.05-0.0913.6-5.5 1Low----------10.101 5 1 2-9
MurviIle 1 5-551 2-8 11.60-1.751 2.0-6.0 10.05-0.0913.6-5.5 1 Low----------10.101 I
155-751 --- I -- I --- I -- I ---
I I I------------- I ---- I
I I I I
I
NeE, NEC'-------- I I
-1 0-801 --- I I
11.60-1.751 >20 <0.05 13.6-7.8 1Low----------10.101
I I 5 1 ---
Newhan I I
I I I
I I I I
I I I
I I I I
NnE+:
Newhan--------- I
-1 0-801
--- I I
11.60-1.751
>20 I I
I <0.05 13.6-7.8
I I I I
1Low--- -10.101
I I I I
5 1 ---
I
Corolla I I
-I 0-721
I I 0-3 I I
11.60-1.701
I I >20 10.01-0.0315.6-7.8
I I ILow---------- 10.101
I I I 5 1 <.5
I
Urban ]and. I I I
I I
I I I
I
NoB--------
NoA I I
-1 0-101 2-8 I I
11.55-1.751 6.0-20 I
10.06-0.1114.5-6.0 IL.ow----------10.201 5 1 •5-2
,
Norfolk 1 10-47 1 18-35 11.30-1.451 0.6-2.0 10.10-0.2014.5-5.5 1Low----------10.241 1
147-801
1 1 20-43 11.10-7..401
1 1 0.06-2.0 10.10-0.1514.5-5.5
1 1 (Low- ---10.241
1 1 1 1
1
See footnote at end of table.
133
(4)
22
raccoon, fox, rabbit, bobcat, opossum, birds, and other
wildlife.
Wetness is the main limitation affecting building site
development, sanitary facilities, and recreational
development. The instability of ditchbanks and trench
walls and seepage are additional problems. The
wetness can be reduced by installing a drainage system
that includes tile and open ditches. Land grading can
improve surface drainage.
The capability subclass is llw, and the woodland
group is 9W.
GoA-Goldsboro fine sandy loam, 0 to 2 percent
slopes. This moderately well drained soil is on uplands.
It is on slightly convex divides. Individual areas are long
and vary in width. They range from 15 to about 100
acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 7 inches; dark grayish brown fine sandy loam
Subsurface layer:
7 to 11 iriches; pale brown fine sandy loam
I 1 to 13 inches; light yellowish brown fine sandy
loam
Subsoil:
13 to 24 inches; yellowish brown sandy clay loam
24 to 40 inches; light yellowish brown sandy clay
loam mottled with light gray and strong brown
,10 to 60 inches; light gray sandy clay loam mottled
with red and strong brown
60 to 68 inches; light gray sandy clay loam that has
brownish yellow and strong brown mottles and
thin layers of sandy loam
Substratum:
68 to 80 inches; gray sandy loam that has thin
layers of loamy sand
Infiltration is moderate, and surface runoff is slow.
Permeability and available water capacity are moderate.
The soil is very strongly acid or strongly acid throughout
unless the surface has been limed. The seasonal high
water table is 2 to 3 feet below the surface.
Included with this soil in mapping are scattered small
areas of Onslow, Foreston, and Craven soils. These
soils are in landscape positions similar to those of the
Goldsboro soil. Also included are some areas of the
well drained Norfolk soils and the somewhat poorly
drained Lynchburg soils. Norfolk soils are near side
slopes, and Lynchburg soils are near the interstream
areas in slight depressions. The included soils make up
about 10 percent of this unit.
Soil Survey
Most of the acreage of this unit is used as cropland
(fig. 5). The rest is used for woodland or building site
development.
In cultivated areas the major crops are corn,
soybeans, and tobacco. Wetness is the main limitation.
A drainage system reduces the wetness and improves
aeration in the lower part of the root zone. A suitable
drainage system includes tile and open ditches. Grading
the fields can improve surface drainage. Additions of
plant nutrients, crop residue management, and cover
crops increase crop production.
In the wooded areas, the dominant trees are loblolly
pine, yellow poplar, sweetgum, and American
sycamore. Other native trees are American holly,
flowering dogwood, hickory, black cherry, persimmon,
southern red oak, and white oak. The understory
includes American holly, gallberry, coast azalea,
sourwood, flowering dogwood, huckleberry, persimmon,
waxmyrtle, blueberry, and greenbrier. Some large areas
of this soil have been bedded and planted to loblolly
pine. Fertilizer is applied in places. Logging during wet
periods results in the formation of ruts and damage to
plant roots. Areas of this soil provide habitat for deer,
raccoon, fox, rabbit, bobcat, opossum, and birds.
Seasonal wetness is the main limitation affecting
building site development, sanitary facilities, and
recreational development. The wetness can be reduced
by installing a drainage system that includes tile and
open ditches. Land grading can improve surface
drainage.
The capability subclass is llw, and the woodland
group is 9W.
GpB-Goldsboro-Urban land complex, 0 to 5
percent slopes. This unit is on uplands. About 50
percent of the unit is a moderately well drained
Goldsboro soil, about 30 percent is Urban land, and
rest is soil that has been disturbed during urban
development.
The typical sequence, depth, color, and texture o
layers of the Goldsboro soil are:
the
f th
Surface layer:
0 to 7 inches; dark grayish brown fine sandy loam
Subsurface layer:
7 to 11 inches; pale brown fine sandy loam
11 to 13 inches; light yellowish brown fine sandy
loam
Subsoil:
13 to 24 inches; yellowish brown sandy clay loam
24 to 40 inches; light yellowish brown sandy clay
loam mottled with light gray and strong brown
(5)
011510W County, North Carolina 23
do to 60 inches; light gray sandy clay loam mottled
with red and strong brown
60 to 68 inches; light gray sandy clay loam that has
brownish yellow and strong brown mottles and
thin layers of sandy loam
Substratum:
68 to 80 inches; gray sandy loam that has thin
layers of loamy sand
Infiltration is moderate in the Goldsboro soil, and
surface runoff is slow. Permeability and available water
capacity are moderate. The soil is very strongly acid or
strongly acid throughout unless the surface has been
limed. The seasonal high water table is 2 to 3 feet
below the surface during periods of high rainfall and in
most winter months.
Fhe Urban land consists of areas where the original
soil has been cut, filled, graded, or paved. Most soil
properties have been so altered that a soil series is not
recognized. This land is used for apartment complexes,
parking lots, or for other areas where buildings are
closely spaced or the soil is covered with pavement.
The slope generally has been modified. The extent of
site modification varies greatly. Many areas are
relatively undisturbed. In the process of smoothing,
however, high areas have been leveled and low areas
have been filled.
Included in this unit in mapping are small areas of fill
material, areas where the surface layer has been
removed by cutting and grading, and scattered areas of
Onslow, Foreston, Lynchburg, and Stallings soils, which
are in landscape positions similar to those of the
Goldsboro soil. Also included are Rains and Muckalee
soils in small depressions and intermittent
drainageways and areas of Baymeade, Marvyn, Craven,
and Norfolk soils. The well drained, loamy Baymeade
and Norfolk soils are near the main drainageways. The
well drained, loamy Nlarvyn soils and the moderately
(6)
Figure 5.-Goldsboro fine sandy loam, 0 to 2 percent slopes, is well suited to truck crops, such as these sweet potatoes.
24
well drained, clayey Craven soils are on the steep side
slopes along drainageways.
In most places drainage systems were installed as
building site development progressed. In undrained
areas seasonal wetness is a limitation affecting building
site development, sanitary facilities, and recreational
development. The wetness can be reduced by installing
a drainage system that includes tile and open ditches.
Land grading can improve surface drainage. Onsite
investigation is needed before the development of
specific; areas.
This unit has not been assigned to a capability
subclass or to a woodland group.
Gt-Grifton fine sandy loam. This nearly level,
poorly drained soil is in shallow depressions on
uplands. Areas are irregular in shape. They range from
5 to about 25 acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 4 inches, very dark grayish brown fine sandy
loam
Subsurface layer:
4 to 9 inches; light brownish gray fine sandy loam
mottled with brownish yellow
Subsoil:
9 to 12 inches; light brownish gray sandy clay loam
mottled with brownish yellow
12 to 45 inches; light gray sandy clay loam mottled
with brownish yellow
45 to 58 inches; gray sandy loam that has brownish
yellow mottles and thin layers of sandy clay loam
Substratum:
58 to 80 inches; greenish gray sandy clay loam that
has brownish yellow and gray mottles and thin
layers of clay and clay loam
Infiltration is moderate, and surface runoff is slow.
Permeability is moderate in the subsoil. Available water
capacity is moderate. The soil ranges from very strongly
acid to neutral in the surface layer, subsurface layer,
and upper part of the subsoil unless the surface has
been limed. The lower part of the subsoil ranges from
neutral to moderately alkaline. The seasonal high water
table is 0.5 to 1.0 foot below the surface. The soil is
subject to ponding.
Included with this soil in mapping are Muckalee soils
on flood plains and Rains soils in interstream areas.
Also included are small areas of a clayey soil and a
somewhat poorly drained soil that is neutral in reaction.
The included soils make up 20 percent of this unit.
Soil Survey
Most of the acreage of this unit is used as woodland.
A small acreage is used as cropland.
In the wooded areas, the dominant trees are loblolly
pine, cherrybark oak, white oak, eastern cottonwood,
water tupelo, and sweetgum. Other native trees are
water oak, willow oak, red maple, eastern redcedar, and
American sycamore. The understory includes redbay,
sweetbay, American holly, gallberry, sweet pepperbush,
switchcane, waxmyrtle, huckleberry, and greenbrier.
Logging during wet periods results in the formation of
ruts and damage to plant roots. The wooded areas
provide habitat for deer, raccoon, fox, rabbit, bobcat,
opossum, birds, and other wildlife.
If drained, this soil can be used for crops, such as
corn and soybeans. Wetness is the main limitation. A
well planned and constructed drainage system helps to
lower the water table. The drainage system commonly
requires open ditches, but constructing deep ditches is
difficult because the substratum is marl. Grading the
fields can improve surface drainage. Additions of plant
nutrients, crop residue management, bedding, and
cover crops are suitable measures on this soil.
This soil is generally not used for building site
development, sanitary facilities, or recreational
development. Wetness is the main limitation.
The capability subclass is Vlw in undrained areas
and Illw in drained areas. The woodland group is 9W.
KuB-Kureb fine sand, 1 to 6 percent slopes. This
excessively drained soil is on uplands. It is near large
drainageways and in undulating, convex areas that are
irregular in shape. Individual areas range from 5 to 200
acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 6 inches; gray fine sand
Subsurface layer:
6 to 26 inches; light gray fine sand
Subsoil:
26 to 48 inches; brownish yellow and light gray fine
sand that has brown concretions
48 to 62 inches; light yellowish brown and brown
fine sand that has dark reddish brown
concretions
Substratum:
62 to 69 inches; grayish brown and dark grayish
brown fine sand that has pockets of loamy fine
sand
69 to 80 inches; light gray fine sand that has dark
reddish brown concretions and pockets of loamy
fine sand
(7)
310
rabbit, bobcat, opossum, mink, otter, squirrels, birds,
and other wildlife.
This soil generally is not used for farming, woodland
plantations, building site development, sanitary facilities,
or recreational development because of wetness,
flooding, and low strength.
The capability subclass is Vllw, and the woodland
group is 7W.
Mk-Muckalee loam. This nearly level, poorly
chained soil is on flood plains. Individual areas are long
and narrow and generally are more than 100 acres in
size. The areas are not easily accessible, and
ohservalions were not so detailed as those in most
other units.
l he typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 10 inches; dark grayish brown loam
Substraturn:
10 to 2£1 inches; gray loam that has thin layers of
sandy loam
28 to 40 inches; gray sandy loam that has thin
layers of clay loam
40 to 75 inches; grayish brown sandy loam that has
gray mottles and thin layers of loamy sand
Infiltration is moderate, and surface runoff is very
slow. Peroleability is moderate. Ditchbanks are unstable
because of the high content of sand. The surface layer
is strongly acid, and the substratum ranges from
medium acid to moderately alkaline. The seasonal high
water table is 0.5 foot to 1.5 feet below the surface.
This soil is frequently flooded for brief periods, and
water ponds in low areas on the wider flood plains for
long periods in winter.
Included with this soil in mapping are small areas of
sandier soils near the streambanks and a soil that has a
surface layer of mucky fine sand and is at the foot of
side slopes. Also included, near Richlands, are small
areas of a soil that has marl within 6 feet of the surface.
The included soils make up about 25 percent of this
unit.
Nearly all of the acreage of this unit is used as
woodland. A small acreage is used for water
impoundments or pasture.
In the wooded areas, the dominant trees are loblolly
pine, sweetgum, and eastern cottonwood. Other native
trees are water oak, willow oak, green ash, red maple,
swamp tupelo, and baldcypress. The understory
includes redbay, sweetbay, American holly, gallberry,
sweet peppeibush, switchcane, cattail, waxmyrtle,
Soil Survey
blueberry, honeysuckle, Virginia chainfern, cinnamon
fern, poison ivy, brackenfern, and greenbrier. Tree
growth is excellent. Because of wetness and flooding,
however, managing this soil for timber production is
difficult. These wetland areas provide habitat for deer,
raccoon, fox, rabbit, bobcat, opossum, mink, otter,
squirrels, birds, and other wildlife.
This soil generally is not used for cropland, building
site development, or recreational development.
Wetness, flooding, the instability of cutbanks, and
seepage are the main limitations.
The capability subclass is Vw, and the woodland
group is 9W.
Mu-Murville fine sand. This nearly level, very
poorly drained soil is in depressions and interstream
areas on uplands. Individual areas are generally long
and vary in width. They range from 20 to 200 acres in
size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 5 inches; black fine sand
Subsoil:
5 to 20 inches; black fine sand
20 to 46 inches; dark reddish brown fine sand
46 to 55 inches; dark brown fine sand mottled with
dark reddish brown
Substratum:
55 to 75 inches; grayish brown sand that has thin
layers of sandy loam
Infiltration is rapid, and surface runoff is slow.
Permeability is rapid in the surface layer and
moderately rapid in the subsoil. Available water capacity
is moderate. Ditchbanks are unstable because of the
high content of sand. Because of humus-coated sand
grains, the subsoil is hard and brittle when dry. The soil
ranges from extremely acid to strongly acid throughout
unless the surface has been limed. The seasonal high
water table is at or near the surface, and water ponds
on the surface in winter.
Included with this soil in mapping are small areas of
Murville soils that have a surface layer of mucky fine
sand. These soils are in the lowest part of depressions.
Also included are scattered small areas of Torhunta
soils and a soil that has a surface layer of muck. These
soils are in landscape positions similar to those of the
Murville soil. The included soils make up about 15
percent of this unit.
Nearly all of the areas of this unit are used as
woodland. A few small areas are used as cropland.
(8)
SEDIMENTATION AND EROSION CONTROL SPECIFICATIONS
!:;ITE PREPARATION
7. Grading or clearing of the areas sl:could be done in such a way as to leave the soil in the best
possible condition for seeding. This includes leaving as much topsoil as possible or replacing where
needed to modify the condition,
2. Where feasible, grade and shape slopes to a 3:1 ratio slope or flatter to permit the use of
conventional equipment for seedbed preparation, seeding, mulch application, and anchoring and
maintenance operations.
3. Grading and shaping is desirable, but not necessary when seeding is done by other than
conventional means, such as with hydraulic equipment or by hand.
it. No seedbed preparation is necessary on most soil and site conditions where seeding is done
immediately after excavation or spoil spreading is completed. Where this type of seeding is done, the
excavation work should be completed during the optimum seeding date for the desired plant or
mixture of plants.
5. Where adverse soil conditions require modifications, apply at least 3 to 4 inches of topsoil or similar
soil material. The use of topsoil should be considered where the soil textzu'e at the site is sandy clay,
silty clay, or clay. Ripping prior to the addition of new material is usually needed.
6. Remove all woody material, loose rock, and other obstructions that may interfere with planned
seeding and maintenance operations.
LIME AND FERTILIZER
Where soils are reasonably uniform, lime and fertilize according to soil test. In the absence of a soil
test, apply 2 tons finely ground doloinitic limestone per acre (92 pounds per 1,000 square feet) and 500
to 800 pounds of 20% superphosphate or equivalent per acre (12 to 18 pounds per 1,000 square feet).
Additional amounts and analysis of lertilizers to use at seeding are:
1. Grasses alone - 800 to 1,000 pounds per acre of 10-10-10, or equivalent ("18-23 pounds
per 1,000 square feet).
2. Grasses and legtunes or legumes alone - 800 to 1,000 pounds per acre of 5-10-10 or
equivalent (18-23 pounds per 1,000 square feet).
Normally an additional application of 30-50 pounds of nitrogen per acre is needed
within three (3) to twelve (12) months to establish grass plantings. Application should
be timed to growing cycle of the species being established.
SF-,';;BED PREPARATION
1. Work lime and fertilizer into the soil where conventional equipment can be used. Use dish: or
similar equipment to prepare to depth of 3-4 inches. Use ripper if necessary.
2. Lime and fertilizer play be applied with seed mixture when a hydroseeder is used and where
nacilch will be applied, seedbed preparation may not be necessary where hydro-seeding equipment
APPENDIX 1V (SE-1 )
is used,
3. Slopes that are too steep for conventional equipment (2:1 or steeper) should be seeded with
hydro-seeding equipment.
Where hydro-seeding equipment is riot available for use on steep slopes, scarify the soil surface
with a chain harrow, pick chain, grader blades with chisels, hand tools, or other equipment that
will pit the soil or make trenches approximately 1-2 inches deep, 6-12 inches apart across the slope
in which the seed can lodge and germinate.
SEED SPECIFICATIONS
Seed specifications on contracts:
EA. Specifications shall state the minimum seed purity percentage and minimum
germination percentage that is acceptable for the species being used.
b. Seed containing prohibited or restricted noxious weeds may not be accepted.
C, All seed shall be labeled to show that it meets the requirements of North Carolina
Seed Law.
d. All seed used shall have been tested withal the six (6) months immediately
preceding [lie date of seeding.
e. The inoculants for treating legume seed shall be prepared specifically for the
species. Inoculants shall not be used later than the date indicated on the container.
Twice the suppliers recommended rate of inoculant will be used on dry seedings;
four times the recommended rate if hydro-seeded.
2. Where hydraulic seeding equipment is used, seed, fertilizer, and wood-fiber mulch materials are
mixed into a slurry with water. Care should be used to spread the mixture evenly and soon after
[lie mixture is made. Keep the mixture well agitated when seeding.
:). Where conventional equipment is used, seed shall be applied uniformly with cullipacker-
seeders, drills, rotary seeders, or other mechanical seeders. Any equipment that will apply seed
uniformly is acceptable. Seedings maybe done by hand on areas where it is not practical and
feasible to use equipment. When seeding by hand, sow one-half in one direction and the other half
at right angles to the first. Cover seed to a depth of approximately 1/2 to 1 inch, depending on the
size of the seed.
When cultipacker-seeder is riot used, firm seedbed and cover seed with cultipacker or
similar equipment, before or after mulching depending upon type mulch used and method of
anchoring mulch that is used.
11. On dikes, ditchbanlcs, etc., seeding may be made by broadcasting the seed on spoil areas and
side slopes immediately following excavation or spoil spreading.
ESTABLISHMENT WITH VEGETATIVE MATERIAL
1. Areas that will be subject to traffic. and routine mowing in residential, commercial, or industrial
developments may be established by using grass stolons (sprigs or runners). Precaution should lie
(SE-2)
used to oral<e certain only fresh, moist planting material is used.
A. Planting Ivlethods for Bernudagrass
(1) Prepare a smooth seedbed, shred stolons, broadcast and disk into the top
1-2 inches of soil, and firm the soil. Plantings may be made tivith a
transplanter or hand planting tools.
(2) Open shallow furrow 24-30 inches apart, drop clumps of stolons in furrow
and cover 1-2 inches deep, and smooth and firm the soil.
(3) Fill burlap bags with Bermudagrass roots and soil. Place bags 10-15 feet
apart in small gullies or scouring ditches.
(4) Spread 3-4 niches of soil filled with Bermudagrass roots and firin the soil.
2. Crownvetch, kuduz, maidencane, and similar plants may be planted in furrows; excavated
holes; or with spade, dibble or similar hand tools. When planting in excavated holes, dig holes
large enough to allow roots to spread out to full length. When planting in "pot" holes or furrows,
place about a level tablespoon of fertilizer per plant in the bottom of the hole or furrow and cover
with fresh soil before planting. Set plants slightly deeper than they grew in the nursery and firm
the soil. If vegetative materials are not dormant, water drying planting operations.
MULCHING
Mulch is essential on steep, erosive sites where plant establishnhent may be expected to be
different. On some moderately fertile to fertile sites planted at optimum time for the species, mulch
may be omitted. It is the responsibility of the conservationist to determine the need for mulching
based on the hazards involved; consider materials available; and determine specifications for the
job.
Mulching Materials:
A. Dry, unchopped, unweathered small grairn straw or hay free of seeds of competing
plants - Spread at the rate of 1-2 tons per acre depending upon the site and season. Evenly spread
mulch over the area by hand or mechanical equipment. Apply mulch uniformly so that about 25%
of the ground surface is visible.
B. Sericea lespedeza seed bearing steals at a rate of three tons per acre - This mulch
may be applied green or dry but must contain mature seed. Liming, fertilizing, and land
preparation should precede application of the Sericea mulch.
C. Broomsedge hay mulch - Spread where it is desirable to establish this native plant.
D. Shredded or haminermilled hardwood bark - Spread at a rate of 35 cubic yards per
acre. On slopes of 2:1 or steeper, increase rate to 40 cubic yards per acre. Do not apply asphalt
material to tack the hardwood bark.
E. Local materials such as burlap and pine houghs - Cover entire area; secure in place
if flowing water is involved. Do not use green pine branches where pine trees are to he planted
because of possible insect or disease injury to plantings.
F. Barnyard manure and bedding - Apply uniformly so that about 25% of the ground
(SE-3)
surface is visible.
G. Jute matting is a course, open-mesh material woven of heavy jute ovine. It may be
used in place of mulch or sod and has the strength to withstand waterflow. It is an accepted
practice to sow half the seed before placing the matting. Sow the remaining half after the matting
is laid. See the manufacturer's specifications for installing.
I-1. Wood fiber (excelsior) is available as mulch material to be b1o"\Rn on after seeding
or as a mating to be stapled on steep slopes, waterways, etc. Seed the manufacturer's specifications
for installing.
1. Wood cellulose fiber mulch is mixed with seed, fertilizer, and water. The resulting
slurry is sprayed on with hydraulic seeding equipment. Use at the rate of 500 pounds per acre
where straw or hay is to be applied. Use at a rate of 1,000 to 1,500 pounds per acre without other
mulching materials. Applied in a slurry, wood cellulose fiber munch is self-anchoring.
J. Other commercial products, such as fiberglass, and various kinds of nettings, are
available. Manufacturer's directions should be followed for applying and securing in place.
2. Mulch Anchoring Methods:
Another mulch inurrediately after placement to minimize loss by wild and -water.
Consider size of area, type of site, and cost and select one of the following:
A. Mulch anchoring tool with a series of flat notched disks that punch and anchor
mulch material into the soil. A regular farm disk weighted and set nearly straight may substitute
but will not do a job comparable to the mulch anchoring tool. The disk should not be sharp enough
to cut up the mulch.
The soil should be nnoisL, free of stones or roots and loose enough to permit penetration to a
depth of 3 inches. Operate as near as practical to the contour,
B. Mulch nettings - Staple light weight paper, jute, cotton, plastic, or wire nettings to
[lie soil surface according to manufacturer's specifications. These nettings are usually in rolls 3 to 4
feet wide and up to 300 feet long.
C. Peg and twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil
surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure
mulch to soil surface by stretching urine between pegs in a criss-cross within a square pattern.
Secure twine around each peg with two or more round turns. Poles and stakes may also be used to
secure brush in place.
D. Silt - With a square pointed spade, cut mulch into the surface soil in contour rows
18 inches apart.
L. Asphalt mulch tie-down - Asphalt sprayed uniformly on the mulch as it is ejected
from the blower is more effective than applied as a separate operation. Apply so area has uniform
appearance. Rates of application will vary with conditions. The higher the grade number assigned
each type of asphalt the higher the percentage of asphalt residue. Asphalt should not be used in
freezing weather.
(1) Emulsified Asphalt - Apply uniformly 0,04 to 0.08
(SE-4)
gallons per square yard or 200 to 400 gallons per acre
of rapid settings (RS-1, CRS-1, RS-2, or CRS-2),
medium setting (MS-1, MS-2, or CMS-2); slow setting
(SS-1 or CSS-1).
Rapid setting (RS or CRS) is formulated for curing
In less than 24 hours even during periods of high
Humidity. Best for spring and fall.
Medium setting (MS or CMS) is formulated for curing
Within 24 to 48 hours.
Slow setting (SS or CSS) is formulated for use during hot, dry weather with 48
hours or more curing time.
Note - In areas of plying children or pedestrian traffic, asphalt application could
cause problems of "tracking in" on rugs; damage shoes, clothing, etc. Use types RS
or CRS to minimize problem.
F. Mulch can be anchored with rye for fall plantings or millet for summer plantings.
Use 1/4 to 1/2 bushel of rye or 15 pounds of millet per acre broadcast ahead of mulch application.
MAINTENANCE
Maintenance is the most important controllable factor in retaining an effective vegetative cover.
1. Control of Counpetition
Competitive weed growth during the period of establishment should be controlled by
mowing and/or with herbicides. When chemicals are used, follow current North Carolina
Agricultural Experiment Stations chemical weed control recommendations and adhere
strictly to instructions on label.
2. Irrigation
If soil moisture is deficient supply new planting with adequate water (3-4" penetration) for plant
growth at 10-day intervals, if needed, until they are established. This is most important on late
season plantings, in abnormally dry or hot seasons.
SEEDING VARIETY
Apply time and fertilizer and work into top 4-6 itches of soil. Seed mixture
shall be distTibuted uniformly and covered with a clean straw mulch. All
mulch shall be crimped and/or tacked to help in place material and
application rates as follows:
Material
Lirne
Fertilizer (10-10-1.0)
Mulch
ApplicaHon Rate
2000 lbs. acre
8000 lbs./acre
1,5 tons/acre
(SE-5)
Permanent Seeding
"Rebel" Fescue 100 lUs./acre
Conunon Bermuda
(Unhtilled Sept 1-April 1) 100 lUs./acre
(Hulled April 1-SepL-1.) 50 lbs./acre
Temporary Seeding_flf needed
Dec, 15 - April 15
Kobe Lespedeza
50 lbs./acre
Rye Grain 100 lbs./acre
April 15 - Sept. 15
German Millet
40 lbs./acre
Sept 1 - Dec. 1
Rye Grain
100 lbs./acre
(SE-6)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name:
Comment: PIPE A
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n........
Discharge.........
0.0030 ft/ft
0.013
4.98 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth.......
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Ful.l......
Full Capacity .....
AMAX @.94D........
Froude Number.....
1.42 ft
1.42 ft
3.14 fps
1.59 sf
0.87 ft
0.0062 ft/ft
100.00 0
4.98 cfs
5.36 cfs
FULL
811 r I P,
t,
Open Channel Flow Module, Version 3.3 (c) 1991.
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
APPENDIX V (1)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE Al
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0030 ft/ft
0.013
11.84 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
I
1.97 ft
1.97 ft
3.90 fps
3.04 sf
1.24 ft
0.0057 ft/ft
100.00 0
11.84 cfs
12.74 cfs
FULL

r
7
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(2)
a
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE B
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0030 ft/ft
0.013
4.53 cfs
Computed Results:
Full Flow Diameter......
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Sl.ope....
Percent Ful.l......
Full Capacity .....
QMAX @.94D........
Froude Number.....
1.37 ft )s
1.37 ft
3.07 fps
1.48 sf
0.84 ft
0.0062 ft/ft
100.00 11
4.53 cfs
4.87 cfs
FULL

Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment.: PIPE B1
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0050 ft/ft
0.013
6.96 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Ful.l......
Full Capacity .....
QMAX @.94D........
Froude Number.....
1.46 ft ?8
1.46 ft
4.14 fps
1.68 sf
1.03 ft
0.0071 ft/ft
100.00 0
6.96 cfs
7.49 cfs
FULL
c
223
1,19
Open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
I A %
Circular Channel Analysis & Design
Solved with Manning's Equation
Open. Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE C
Solve For Full Flow Diameter
Given Input Data:
Slope............
Manning's n........
Discharge.........
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope ....
Percent Full ......
Full Capacity .....
AMAX @.94D........
Froude Number.....
2,
0.0055 ft/ft
0.013
48.51 cfs
2.98 ft -Y,
2.98 ft
6.96 fps
6.97 sf
2.27 ft
0.0064 ft/ft
100.00 0
48.51 cfs
52.18 cfs
FULL
vk
r a A
, w ?A,
L-1223
Open Channel Flow Module, Version 3.3 (c) 1991 '
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

A !
(5)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMMERCE RD. EXT.
Comment: PIPE D
Solve For Full Flow Diameter
Given Input Data:
Slope ............. 0.0040 ft/ft
Manning's n....... 0.012
Discharge......... 283.00 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full.......
Full Capacity.....
QMAX @.94D........
Froude Number......
5.94 ft
5.94 ft
10.20 fps
27.75 sf
4.61 ft
0.0045 ft/ft
100.00 5.-
283.00 cfs
304.42 cfs
FULL
?gQ,?ttoou ttttejYJ
yev^ \? C A R Qt
?? Vi °?°LOY I?
ddb ?9?: a
o ?,? S L?? d
° X141 ? e_
^AA
?,''??totrtt?ttuco
open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(6)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: exist 18"
Solve For Actual Discharge
Given Input Data:
Diameter..........
Slope .............
Manning's n.......
Depth .............
Computed Results:
Discharge.........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.50 ft
0.0005 ft/ft
0.013
1.50 ft
2.35 cfs
1.33 fps
1.77 sf
0.58 ft
0.0050 ft/ft
100.00 0
2.35 cfs
2.53 cfs
FULL
or- .
0, A
?"?j3sQ .E- -S
L-1223
`?URVE,?• ??`t
open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(7)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: pipe E
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
0.0398 ft/ft
0.013
1.44 CfS
0.55 ft
0.55 ft
6.07 fps
0.24 sf
0.53 ft
0.0349 ft/ft
100.00 0
1.44 cfs
1.55 As
FULL
Open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(8)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: exist 15"
Solve For Actual Discharge
Given Input Data:
Diameter.........
Slope............
Manning's n......
Depth............
Computed Results:
Discharge.........
velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.25 ft
0.0005 ft/ft
0.013
1.25 ft
1.44 CfS
1 . 18 fps
1.23 sf
0.48 ft
0.0053 ft/ft
100.00 0
1.44 cfs
1.55 cfs
FULL
?1V L- I LLJ
j.
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(9)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: pipe F
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0100 ft/ft
0.013
3.79 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.02 ft
1.02 ft
4.61 fps
0.82 sf
0.83 ft
0.0103 ft/ft
100.00 0
3.79 cfs
4.08 cfs
FULL

Open Channel Flow Module, Version 3.3 (c) 1991 1
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury,

(10)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: COMM. EXT.
Comment : DITCH A
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
3.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.020
0.0030 ft/ft
11.84 cfs
Depth............
velocity......... 0.73
2.44 ft
fps t?dw`x??
f1
Flow Area........ 4.85 sf
Flow Top Width... 10.30 ft
Wetted Perimeter. 10.44 ft
Critical Depth... 0.57 ft
Critical Slope... 0.0082 ft/ft
Froude Number.... FULL
pFESS/0?
L-1223 i,
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, I=nc. * 37 Brookside Rd * Waterbury, Ct 067 8
?0 i
(11 )
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH Al
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....

L-1223
D
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
3.00 ft
3.00:1 (1-1: V)
3.00:1. (H:V)
0.020
0.0030 ft/ft
11.84 cfs
0.81 ft „
2.70 f p S"e?ln?rr F s ,. r e tai: fiuai
4.38 sf
7.85 ft
8.11 ft
0.63 ft
0.0079 ft/ft
FULL
(12)
Trapezoidal Channel Analysis & Design.
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH A2
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
1.50:1 (H:V)
1.50:1 (H:V)
0.028
0.4100 ft/ft
60.00 cfs
0.69 ft
21.60 fps )„' d•i?;;; w,%?
2.78 sf
5.07 ft
5.48 ft
1.73 ft
0.0127 ft/ft
FULL
y? L-1223
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc, * 37 Brookside Rd * Waterbury, Ct 06708
(13)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH B
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth .......-----
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.020
0.0030 ft/ft
7.00 cfs
0.57 ft
2.12 f p S
3.30 sf
8.66 ft
8.77 ft
0.43 ft
0.0088 ft/ft
FULL

f * i
L- 1223
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(14)
Trapezoidal Channel Analysis & Design
open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH B1
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.020
0.0030 ft/ft
7.00 cfs
0.62
2.33
3.00
6.71
6.91
0.47
0.00
FULL
ft fps
sf
ft
ft
ft
95 ft/ft
?????FESSIO q
L-1223
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 067

(15)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMM. RD/SR 1403
Comment : PIPE EAR" i8 %\
Solve For Actual Discharge
Given Input Data:
Diameter.......... 1.25 ft
Slope ............. 0.000 5 ft/ft
Manning's n....... 0.013
Depth ............. 1.25 ft
Computed Results:
Discharge......... 1.44 cfs
Velocity.......... 1.18 fps
Flow Area......... 1.23 sf
Critical Depth.... 0.48 ft
Critical Slope.... 0.0053 ft/ft
Percent Full...... 100.00 0
Full Capacity..... 1.44 cfs
AMAX @.94D........ 1.55 cfs
Froude Number..... FULL
?qLA
Zy

Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
+ Y t V
(16)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMM RD/SR 1403
C"omment : PIPE E
Solve For Actual Discharge
Given Input Data:
Diameter..........
Slope .............
Manning's n.......
Depth .............
1.25 ft
0.0004 ft/ft
0.013
1.25 ft
Computed Results:
Discharge.........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.29 cfs
1.05 fps
1.23 sf
0.45 ft
0.0053 ft/ft
100.00 0
1.29 cfs
1.39 cfs
FULL
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury,
1171
Z
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: COMM EXT.
Comment: DITCH C
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth ...._._...--
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.020
0.0030 ft/ft
60.00 cfs
1.75 ft
4.14 fps
14.48 sf
13.52 ft
14.09 ft
1.48 ft
0.0063 ft/ft
FULL
Open Channel Flow Module, Version 3.3 (c)
Haestad Methods, Inc. * 37 Brookside Rd *
U-I a?,,,VGl,?
j x23
1991
Waterbury C06708
(18)

Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: COMM EXT.
Comment : DITCH Cl
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.028
0.0150 ft/ft
60.00 cfs
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
1.41 ft
5.86 fps :)l r 2a,p
10.23 sf
11.48 ft
11.94 ft
1.48 ft
0.0124 ft/ft
FULL

I
3 ?
1
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 0670
J
(19)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH C2
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth. ..........
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....

Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
3.00 ft
1.50:1 (H:V)
1.50:1 (H:V)
0.028
0.4100 ft/ft
60.00 cfs
0.69 ft
21.60 fps 4. P F
2.78 sf
5.07 ft
5.48 ft
1.73 ft
0.0127 ft/ft
FULL
(20)
JA14-30-03 11:44 AM
P.02
GRAPHIC SCALE
b /? r
+a. soD 400 lrla t¦DO ?
( IN 1rL5T) \ Inv
I. inch = 400 It,
CENTERLINE OF SANDY RUN BRANCH
\ N
J ti? _-_ A E CN'w T TO sc'Ac'A
,•, ??Pi TN?T LE)
COMMERCE ROAD
4a? 1NC51i 1.705)
uA. C 60' R/W
` SLH11J6 C?'? t?CSt>@._?.B8C?9L
J} 1 7D M ?p
AAEAS
AT 10ENTIFIE1 AGULAtENDS ALL
AREJIS 041 WWI ANMS US RlGIILATro PURSUANT
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„1111: •?-%?- -? ¦6.¦r DAAT
& Tti :% DC-iWILNATION Or me 10N 104
"Ten" E ON THIS
P ¦ ¦°' u¦ eF- lUA4DICI mN MAY K RP11RO UPON MR A
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a?
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47.58 G,lI»S wAT 0.5 Q
A LANI 6DYTAT® N?OAIIRNCi 376140.9791
(Lk.L SANDY 'e" iii("15.oQII INVIK 1444:uu,I
UN e?rw
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DUTH. rr uaa AREA OF
td DALINACS 1u46Mpm y
peR M,e. in ro.x7 WETLANDS
-rn,8[4- 1774 SgFt.,
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PER M.R. IB Pa. 1? • CIiN.?'-'-• 11 '''!(!}YY? \
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ppI TERUN/fe77o??r + I, d ` A7
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_ r
DEPIII A5' A9
-- -- •`- n•[y ?
ws _ A Lll AZ
4 lff414031 IN5ET 1
CPI?G6 RfV! NO SCALE
_WETLANbS LINE TABLE
LIN BEARING
_ 1..:..l0
? 2895_ Nll•3A'S6"W
I.11
_
- 21.94
- SB7•1E'WE
`
T 17.82 S37°23'20°E
18.55
"-• S41°0466"E
__ 714 1q_pq N12¦2TSD•E
WE=TLANDS COORDINA'T'E TABLE
POINT NORTHING EASTING?
Al A9 373773,3294 2482060,61473
A2 375744.0707 246206fi.6DI6
_ A3 375745,0113 24B2M4,G940
4 3157e4.2741 2482034.1033
A5 375767,7970
-
2492015-4193
A6 3759091461 24820t9,9351
A7 379797.MOU 24610A9.8345
LIS 31.64 N70°S,3'4e"W
WETLANDS SURVEY
THIS 15 10 CERTIFY THAT THIS IS SURVEY PROPERTY OF' H & S DEVELOPMENT' _
AND MAP WAS PREPAREb IN ACCORDANCE
r..-?
W11H THE STANDARDS OF PRANCE FOR LOT NO, BLOCK
LANE) 5URVEYING IN NORTH CAROLINA, SUBDIVISION: N/A
THAT THE ERROR OF CL SUR[s 15: '
+1;10,000.THn'rTH[$ °P.,[ YO?'>I.;.. '•,;N' JACKSONVIt?E rownlsHrP ;LOW couNn
IN'I ENDED TO LIC RECOP-DBD; WITNFSS MV' S +,? GREET ATJ' DR
HANOAND SEAL. LSs; 1NT0 V 1 I 1 fj,KQAp
_
1
THIS ??? DA A12 /?/? 1 1 i I'T QAI?;... 7/i2/02 t!l l71/2Zia:
003 d ° scAts: i6 = aaol
gg DpCC yW?P'AW 20 025231'-
i?
? "New Imill
-- BARDEN LANIER, P,L,S„ L-'t2 ' ' (910) d5?-?8$9 diF NO. ti6_

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TOTAL 3UIL7"-UPON AREAS
TOTAL BUILT-UPON AREA (PAVEMENT & CURB & GUT 7 ER) : 79,1159 SgFt.
TOTAL BUILT-UPON AREA (SIDEWALKS) : 17,834 SgFt,
'IN\ TOTAL BUILT-UPON AREA (COMBINED) : 97,003 SgFt, - 2.23 ACRES
1
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EXHIBIT MAP FOR BUILT-UPON AREAS
GRAPHIC SCALE FOR:
EXTENSION OF COMMERCE ROAD
0 100 200 400 800 JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
DATE: APRIL 22, 2003 DRAFTER: F. WINBERRY
SCALE: 1" = 200' ZIP #18
( IN FEET ) F.B. 461 PG. 7 FILE NAME: 025231BUILT-AREA
1 inch = 200 ft. WO#:025231
APPENDIX VIII
Brent A. Lanier RLS
Barden Lanier RLS
[-ANIFR =
SURVEYING COMPANY
Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd
Suite 250
Raleigh, NC 27604
ATTN: John Dorney
LANIER SURVEYING COMPANY, PLLC
PO Box 1237, Jacksonville, NC 28541-1237
239 New Bridge St. Jacksonville, NC 28540
[phone] • Fax [phone]
E- MAIL : BLanier [e-mail]
t%n
July 1, 2003 NETODS/401 GR
OUR
.iUL
? u0 3
RATER QUALITY SECTION
Re: Extension of Commerce Road
Action ID: 200201215
DWQ - SW8 030527
Mr. Dorney:
Please find enclosed with this letter the check, for the amount of $200.00, issued for the
application fee.
I am sorry for the confusion and please do not hesitate to contact me if you have questions or
need additional information.
Sincerely,
Kimberly D. tvy
Secretary
Enclosures
• Residential Surveying • Commercial Surveying • Government Surveying • Wetland Delineation • Construction Surveying • Site
Planning • Topographic Surveys & Location • Subdivision Design • Electric Data Collection • ALTA Surveys • Input & Output in
various types of formats interactive with most CAD systems • GPS - Global Positioning System
Triage Check List
Date: .Z 3 Project Name:
DWQ#. 030'751
County: 00 6"/
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte WiRO Noelle Lutheran
e'
q
? MRO
? RRO Alan Johnson
Steve Mitchell _?iWSRO Cyndi Karoly (Central Office)
E
From: '/ Telephone : (919) ?33
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre- pplication meeettings?
Cumulative impact concern -- U- A
? "z s
I
?
Comments:
tWd&
?5 G
Brent A. Lanier RLS
Barden Lanier RLS
NSURVEYING COMPANY
Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd
Suite 250
Raleigh, NC 27604
ATTN: John Dorney
Mr. Dorney:
Re: Extension of Commerce Road
Action ID: 200201215
DWQ - SW8 030527
Please find enclosed with this letter (5) five copies of the complete application package for 401
Water Quality Certification. Included in this application package is the following:
1. A Vicinity Map with scale
2. A USGS Topographic Quad Map
3. NRCS Soil Survey
4. A copy of the NCDENR DWQ Application
5. A copy of the map showing the 404 Wetlands.
6. A copy of the Letter of Approval from the Jacksonville City Manager's Office
I am sorry for the delay, please contact me if you have any questions or need additional
information.
Sincerely,
i
Kimberly D. Stanl
KS
Enclosures
;P

LANIER SURVEYING COMPANY, PLLC
PO Box 1237, Jacksonville, NC 28541-1237
239 New Bridge St. Jacksonville, NC 28540
[phone] • Fax [phone]
E- MAIL : BLanier [e-mail]
June 19, 2003

• Residential Surveying • Commercial Surveying • Government Surveying • Wetland Delineation • Construction Surveying • Site
Planning • Topographic Surveys & Location • Subdivision Design • Electric Data Collection • ALTA Surveys • Input & Output in
various types of formats interactive with most CAD systems • GPS - Global Positioning System
w
V _
t Y , •1
Office Use Only. Irornl Version May 2002
USACE Action 11) No. DWQ No. Sw8 030527 ' o
t1I it lly pal-I IL.LIMI IIG111 IJ IIUL UIJrll
1. Processing
1. Check all of the approval(s) requested for this project:
?X Section 404 Permit ? Riparian or Watershed Buffer Riiles
? Section 10 Permit ? Isolated Wetland Permit From DWQ
?X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide
3. if this notification is solely a courtesy copy because written approval For the 401 Certificatibli
is not required, check here: ?
4. IF payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section Vill and check here: ?
5. IF your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for fitrther details), check here: ?
ll. Applicant 111f01"mati011
1. Owner/Applicarit Information
Name: Benchmark Development Corporation
Mailing Address: P.O. Box 1237
Jacksonville, NC 285,41
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address;
Telephone Number: Fax Number:
E-mail Address:
Page5of' 12
R`
M. Project Information
Attach a vicinity ntap clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACL 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 fill-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.
L Name of project: Extension of Commerce Roa
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Ntllllber (Tax PIN): 346-2218
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From intersection of NC 24
US 17, go North on US 17 1.4 miles to Bell Fork Rd.; Go North on
Bell Fork Rd 0.5 mile to Country Club Rd;Go Northeast on Country
Club Rd 0.7 mile; Project on the North side of Country Club Rd.
5. Site coordinates, if available (UTM or Lat/Long):Lat 3 4 ° 46 . 2 ' /Long 7 7 ° 2 3 . 6 '
(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): 2.38 acres
7. Nearest body of water (stream/river/sound/oceatt/lalce): Sandy Run
8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http'//h2o.enr.state.nc.us/admi?vmaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The Home Depot protect is located to the north;
Arnold Park(single family project) & single family lot to the east;Country Club
Rd. to the south;Keystone Contractors Partnership & US 17 to h w ;Sandy Run
Branch runs across the property and borders Arnold Pa.rk.All property slopes to
Sandy Run Branch.The 404 Wetlands (0.03 ac) located as shown on plans.
Page 6 of 12
, I
M Describe the overall project in detail, including the type of equipment to be used: The equipment to
be used: Bull Dozer, Dump Truck, Grader,& Track Hoe.The project wil
require heavy grading.The clearing,grubbing,and grading will includ-
the drainage areas for placing the excavated materials from the
street and drainage ditches.The areas of land disturbed that is not
covered with the street and sidewalks will be graded and seeded.
I1.IJxplainthe purpose of the proposed \vork:The City of Jacksonville required the
construction of The Extension of Commerce Road for the Home Depot
Project approval.Benchmark Dev. Corp. sold the Property to Home
Depot and-entered an agreement to construct the road.
IV. 11'rior Project History
If jurisdictional detern-tinations 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 IL) Number, DWQ Project Number, application date, and date permits and
certifications \vere issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved \vetland, stream and
buffer impacts, along \\'ith associated mitigation (\vhere applicable). Il'this is a NCDOT project
list and describe permits issued for prior segments of the same T.I.P. project along \vith
construction schedules.
DWQ Project # X30527
The project was submitted to the DWQ May 23, 2003. See
attached Stormwater_Management Permit Application
V. I,uture Project Plans
Are any future permit requests anticipated for this project'? If so, describe the anticipated \vork,
and provide justification for the exclusion of this work from the current application.
None at this time
\11. 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
yvetlands, open water, and stream channels associated with the project. The applicant n-tust also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
mid temporary, must be listed herein, and nrttst be clearly identifiable on an accompanying site
plan. All wetlands and Waters, and all streams (intermittent and petel11118j) Iilllst be Shown 011 tl
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.
Paige 7 of 12
rr
I. Provide a written description of the proposed impacts: See Extension of
-Commerce Road Narrative (Stormwater M-an_a_gement Permit- App.)
2. ]ndividually list wetland impacts below:
--Wetland Impact
Site Number
(indicate on it
Type of Imp,tct* Area of
Impact
(acres) Located within
100-year Floodplain* h
( yes/no) Distance to
Nearest Sueam
(linear feet)
Type of Wetland''" *
_
0 ---

1-ist each impact separately and identify temporary impacts. Impacts include, but are not lonited to: mechanized ciearing, gniumg, tin,
excavation, hooding, ditchint,'himinage, etc. For dams, separately list impacts due to both structure and tlooding.
100-Year iloodploins are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rule N,kips
(FIRM), or FEMA-approved local floodplain maps. Mnps are available through the FEMA Map Scrvice Center at l-800-3j8-9616, or
online at hllp:/,hvtaa.l'cma.po
List a wetland type that best describes wetland to be impacted freshwater/saltwater marsh, forested wehand, beaver pond,
Carolina flay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be matte by USAGE only).
List the total acreage (estimated) of all existing Nvetlands on the property
Total area of wetland impact proposed: 0
3. Individually list ail intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate ou mitt))
Type of Impact* Length of
Impact
(linear feet)
Stream Name**
- Average Width
ofsueam
- Before Impact perennial or -
Intermittent)
(please Spccil•v)
-
1 Rip rap _ 30 Sandy Run
2 2-59"x8' 80 Sand Run 8'
3 Gabion _- ?4 SapdY R 8'
4 Rip rap 20 Sand Run 8'

* List each impact separately and identih/ temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both stnicture and flooding), relocation (include linear feet before and after, and nct loss/gain),
stabilization activities (cement wall, rip-rip, 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 sheams must be included.
Stream names can be found on USGS topographic maps. If a stream has no panne, list as UT (unnamed tributar)') to the nearest
downslrcam Mooed sh'eam into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wnvw,usgs.vov Several intemet sites also allow direct download and printing of USGS maps (e.g., w\m.tojjp-jcxo!II,
ll'L\'t_:!lm1(ucst.conl, clc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135'
Page 8 of l2
VI
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
(inelicate on mah) -- -
Type of tmpact* Area of
Impact
(acres) Name ofWaterbody
(if appl icabl e) Type of Waterbody
pond, estuary, sound,
(Inl<e,
bay, ocean, etc.)
1 0.06 Sandy Run Branch _

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
11' construction of a pond is proposed, associated wetland and stream impacts should be
irICIlICled above in the wetland and stream impact sections. Also, the prOpOSed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., darn/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or puil)ose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stornlwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
V11. 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 attacti drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The City of Jacksonville and the N.C.D.O.T. rec[uired the road
to be located at this location. See the attached City of
Jacksonville - _Cty_S_o int ri l apprcval, ?condition of construction
of Extension of Commerce Road. ( See VI=_o-f-this application)
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
USACG - In accordance with the Filial Notice of Issuance and Modification of' Nationwide
Permits, published in [lie Federal Register on Nlarch 9, 2000, mitigation will be requited when
necessary to ensure that adverse effects to the aquatic environment are mininutl. 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
raid/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 requited for this project, a copy of the mitigation plan 11111st be allached in order
for USACF 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 D\VQ's Draft Technical Guide for Stream Work in North Carolina, available at
Ilttp_//h2o.enr.slate.ne_tis/nc???etlonds/strmeide.hhnl.
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 off-site), affected stream and river basin, type and amount (acrea(le/linear feel)
ol, mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and n
description of [lie current site conditions and proposed method ol'construclion. Please attach
a separate sheet i C more space is needed.
N/A
Z. N/litigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWR_I'). Please note it is the applicant's responsibility to contact the WWRP nt
[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, clieck the NCVv'RP website at litt)://h2o.enr.State.nc.us/wrp/index.11tni. It' use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infortilation:
Amount of 5tffill]] l]]Itlgatlon l-quosted (Illlear feet); N/A
Amount of buffer mitigation requested (square feet):__ N/A
Amount of Riparian wetland mitigation requested (acres):_ N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 or 12
if buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easeinent, Riparian Buffer Restoration / Enhanceinent, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A -
X1. Stornlwilter (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
clownstrealn fi-onl the property.
See The Extension of Commerce Road Narrative (Stormwater
Management Permit Application-)
X11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated front the proposed project, or available capacity of the subject facility.
The Citv of Jacksonville Public Sewage System
X111. Violations (required by ONVO )
Is this site in violation of DWQ Wetland Rules (15A NCAC 214 .0500) or any Buffer Rules?
Yes ? No x?
Is this in after-the-fact permit application?
Yes ? No XO
XIV. Other Circumstances (Optional):
It is the applicants responsibility to sLlbinit the application sufficiently in advance of desired
construction dates to allow processing tinge for these, permits. However, an applicant may
choose to list constraints associated with consti-Llction or sequencing that play Impose limits oil
WOI-k SChedulCS (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).
Approval of this project is needed in order to construct
-improvements and to stabilize the site before hurricane
-season begins and before winter conditions prevent construction
and stabilization of the property.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter fi-onl the applicant is provided.)
Pale 12 of 12
I
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31 (20'x20')
UTILITY
EAS&
TYP.
\ \ w
? \ \ ? M
\ \ 40 L.F. 8' SAN. SEWER IP
\ (? 1.00% GRADE
\ 1 JOINT 8' D.I I
\ 5' WIDE WATER CE D
.SEMENT \ SIDEWALK AT SEWER C SSING
TYP.
\ 1- 8"x6" TEE
\ 1- 6" GATE VALVE
\ \ \ CST 1- FIRE HYDRANT _
\ \ \ 9
\ \ \ `Sx? . M.H.3
-ME \ \\sF \ ,t?ER
\ \?`?P \\ \ SPN 5E
UNDISTURBED \ NV. o 2 2436. ' 4 ?P C.B. INV. 29.2"
W
22? ?? $
NATURAL SLOPE 0-3 MP.)
9' THICK
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281
ROAD CLASSIFICATION
I Aul r 2?q
Primary highway, Light-duty road, hard or
hard surface -- - improved surface ?EGG
Secondary highway,
hard surface --- - Unimproved road
Interstate Route U, S. Route State Roule
N- C
L - q
uNADRANGLE LOCATION JACKSONVILLE NORTH, N. C.
N3445-W7722.5/7.5
1978
AMS 5553 IV SW-SERIES V842
'1=I HIJMESLIf 211

'_ J85000 FEET

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. II L ...... I I I I,
J4°4500
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COPY Brent A. Lanier RLS
Barden Lanier RLS
IF in Re`
SURVEYING COMPANY
May 23, 2003
Linda Lewis
Division of Water Quality - Stormwater
NC Department of Environment & Natural Resources
127 Cardinal Drive
Wilmington, NC 28402-1890
Re: Commerce Road
Onslow County, Jacksonville, NC
Dear Ms. Lewis:
Please find enclosed the following fir your review:
LA JIER SURVEYING COMPANY, PLLC
PO Box 1237, Jacksonville, NC 28541-1237
239 New Bridge St. Jacksonville, NC 28540
[phone] • Fax [phone]
E- MAIL: BLanier [e-mail]
1. Two (2) sets of plans
2. One (1) original and one (1) copy of the Stormwater Management Permit Application
3. Benchmark check. #1991 in the amount of $420.00
4. Index of documentation provided herein
The plans have been approved by the City. H&S Development conveyed to Benchmark
Development Corp. the area where Commerce Road is located. The remainder of the property is
conveyed to others. H&S Development conveyed to Keystone Contractors Partnership the
property on the west side of Commerce Road and to Phoebe Lanier all the property on the east
side of Commerce Road.
This project is different than any other I have been associated with. Please do not hesitate to
contact me if you have any questions or need additional information. My email address is
[e-mail].
Sincerely,
Barden Lanier
BI3L/thm
Enclosures,
• Residential Surveying • Commercial Surveying • Government Surveying • Wetland Delineation • Construction Surveying • Site
Planning • Topographic Surveys & Location • Subdivision Design • Electric Data Collection @ ALTA Surveys • Input & Output In
various types of formats interactive with most CAD systems • GPS - Global Positioning System
COMMERCE ROAD
INDEX
CONTENTS:
A) PROJECT NARRATIVE
1) Project Description
2) Existing Site Conditions
3) Soil Types
4) Proposed Site Development
5) Stormwater Narrative
a) Turning Lane at Intersection of Country Club and Commerce Road
b) Commerce Road
B) SEDIMENTATION & EROSION CONTROL MEASURE'S
1) General Intent
2) Construction Sequence
3) Silt Fences
Slope/ Slope Length
C) STORMWATER MANAGEMENT
1) Low Density Project
2) General Submittal Requirements
3) Stormwater Management Permit Application Form
4) Erosion and Sedimentation Control Plan Application Checklist
5) Financial Responsibility/Ownership Form
D) APPENDIX
I - Site Map (1)
II - Soil Survey Map (1)
III - Soil Survey Excerpts (S)
IV - Sedimentation & Erosion Control
Specifications (SE 1-6)
V - Storm Drainage Calculations (20)
VI - Wetlands Survey Map
VII - Exhibit Map showing Drainage Areas
(24"06")
VIII - Exhibit Map for Built-Upon Areas (showing Density)
NARRATIVE: (COMMERCE ROAD EXTENSION)
PROJECT DESCRIPTION
The project is to construct Commerce Road through a 35.24 acre tract of land. This portion of
Commerce Road runs from Country Club Road to the Home Depot project. Benchmark Development
Corporation sold Home Depot this site. The City approved the Home Depot site plan on condition
Commerce Road would be constructed from Western Boulevard to Country Club Road. To make the
Home Depot project possible, Benchmark entered into an agreement to construct that portion of Commerce
Road from the southern line of the Home Depot site to Country Club Road.
EXISTING SITE CONDITIONS
The 35.24 acre site is bound on the North by the proposed Home Depot project, on the east by
Arnold Park (a single-family project) and by a single family lot on Country Club Road on the south by
Country Club Road and on the west by Keystone Contractors Partnership, (Tract I, Map Book 44, Page
39) and U.S. Highway 17. Sandy Run Branch runs across the property and borders Arnold Park. All of
the property slopes toward Sandy Run Branch. The 404 wetlands (0.03 acres) are located as shown on the
plans.
SOIL TYPES
Existing soils are mapped as follows: (GoA) Goldsboro
(GpB) Goldsboro
(MK) Muckalee
PROPOSED SITE DEVELOPMENT
Commerce Road construction will require heavy grading on approximately 5.5 acres. The
clearing, grubbing and grading will include the drainage areas for placing the excavated materials from the
street and the drainage ditches. The areas of land disturbed that is not covered with the street and
sidewalks will be graded and seeded according to the seeding specifications.
STORMWATER NARRATIVE
Benchmark Development Corporation owns 2.38 acres, which is the area of Commerce Road right
of way. The remainder of the 35.24 acres is owned by others. Planned built-upon areas for this project
will contain 97,003 square feet. Benchmark will dedicate the road to the City when the road is constructed
to City standards. The City will maintain Commerce Road as a public street.
TURNING LANE AT INTERSECTION OF COMMERCE ROAD AND COUNTRY CLUB ROAD
The development of the project requires a turning lane at Country Chub Road. The existing
Country Club Road and the proposed additional pavement is super-elevated and slopes southerly across the
road to an existing grassed shoulder and roadside ditch which will treat the stormwater runoff.
The plan shows the extension of a 15" culvert 56 linear feet and an 18" culvert 8 linear feet. To
allow for the construction of the turning lane, a silt fence and check dams will be installed according to the
plans to prevent sediment from leaving the site. The grassed shoulder and swales will treat the stormwater
runoff.
Approximately 250 linear feet of 5' concrete sidewalk will be constructed along the northern side
of Country Club Road. The stormwater runoff from the 5' concrete sidewalk will be sloped northerly into
Lot 1. The stormwater runoff from the 5' concrete sidewalk will be treated by a grassed slope and the
natural wooded area adjacent to the sidewalk.
COMMERCE ROAD
Commerce Road Extension was designed to minimize the amount of stormwater runoff that will
run into the street. When the property adjacent to Commerce Road is developed, most of the stormwater
runoff will be directed away from Commerce Road. High-density development is expected throughout this
project. The high-density development will require the runoff to be treated by a detention pond that will be
designed and constructed according to NCDNER Water Quality Standards.
Commerce Road is approximately 1700 linear feet with a 41' wide paved street with curb and
gutter and 5' sidewalks on both sides of the street.
y _.
The Sandy Run crossing structure will consist of 2 @ 80 L.F. of 59" x 81" aluminum pipes.
Arches and aluminum head walls (weight approximately 8500 pounds) will be assembled on high ground
and lifted into Sandy Run Branch. The wing walls will be attached to the head walls. Silt fence will be
constructed along the banks of Sandy Run to prevent sediment from entering the stream. No stormwater
?i runoff from the road will enter Sandy Run Branch from this structure.
Catch basin, pipe, swale, ditch and riprap constructed at Sta 5 + 50. Silt fence will be constructed
around the catch basin, above the end of the pipe and along the edge of the ditch. Temporary sediment trap
will be constructed according to the plans. Clearing, grubbing, filling and grading will take place on Lot 2
as shown on the plans. This area will receive most of the excavation from the grading of the street and the
excavation of the ditches. The fill will be graded and seeded according to the plans. The grassed areas will
prevent erosion and treat the stormwater runoff. Silt fences will be constructed along the lower side of the
fill area to contain the sediment. Grassed swales will treat the stormwter runoff from the street.
Catch basin, swale and ditch will be constructed at Sta 11 + 80. Silt fence will be constructed
around the catch basin and above the end of the pipe to control the sediment. Temporary sediment Trap 1
will be constructed in the Swale according to the plans. Grassed swales will treat the stormwater runoff
from the street.
Eighty (80) linear feet of 36" pipe will be constructed at Sta 12 + 30 to accommodate the future
development on the northwest side of Commerce Road. A ditch will be constructed from the end of the
pipe to Sandy Run. The ditch will be lined with the excelsior blanket and riprap according to the plans.
The grass lined ditch will treat the stormwater runoff.
Additional clearing and grubbing, fill and grading will take place on Lot 4. The fill will come from
the grading for the street and excavation from the ditch. The fill will be graded and seeded according to the
plans. The grassed areas will prevent erosion and treat the stormwater runoff. Silt fence will be installed
as shown on the plans to contain the sediment.
Until future development takes place, the stormwater runoff from Commerce Road and the
sidewalks will be treated by the vegetation swales (Ditch A and Ditch B), as shown on the plans.
SEDIMENTATION AND EROSION CONTROL MEASURES
1. GENERAL INTENT
The owner and/or site contractor shall provide erosion control measures to ensure that offsite erosion does
not occur. All measure will be installed and maintained per the North Carolina Erosion and Sedimentation
Control Planning and Design Manual. At a minimum, measures will be provided as indicated on the
erosion control plans.
2. CONSTRUCTION SEQUENCE
1.) Obtain sedimentation and erosion control plan approval from the Land Quality Section of the City of
Jacksonville Public Service District. Notify and invite the attendance of the Land Quality Section to
any relevant construction meetings.
2.) Construct the construction entrance.
3.) Clear and grub street and stock pile areas.
4.) Grade, fill and excavate only in areas that have proper sediment control devices.
5.) Install all sediment control devices where practical as construction progresses.
6.) Install sewer main lines.
7.) Construct or install storm drainage facilities where practical including rip rap.
8.) Install water lines, fire hydrants, and water and sewer facilities.
9.) Construct curb and gutter, ABC base and pavement.
10.) Grade and construct ABC base, pavement for driveway intersections.
11.) Install Curiax blankets of American Excelsior Company in accordance with the manufacturer's
recommendations and seed accordingly to seeding specifications.
12.) Apply seed, fertilizer and lime to all exposed soil areas. (See specifications for method of application.)
Apply 800 to 1000 lbs. Of 10-10-10 fertilizer and 3000 lbs. lime per acre. For April 1 to September 1
apply 100 lbs. of Rebel fescue and 25 lbs. of hulled common Bermuda per acre or apply seed variety
according to seeding specifications for time of year of the land-disturbing activity. Apply 1.5 tons of
mulch per acre over seeded area.
13.) Keep all sediment control devices in place until each area has stabilized with permanent vegetation.
14.) Check sediment control devices after each rainfall to assure sediment trap control.
15.) Provide temporary seeding and mulching on areas where work is delayed for 15 days or more.
Seeding Specifications
Apply lime and fertilizer and work into top 4-6 inches of soil. Seed mixture shall be distributed
uniformly and covered with clean straw mulch. All mulch shall be crimped and/or tacked to help
keep in place material and application rates as follows:
Material Application Rate
Lime 2000 lbs./acre
Fertilizer 800 lbs./acre
Mulch 1.5 tons/acre
Permanent Seedin
"Rebel" Fescue 100 lbs./acre
Common Bermuda
(Unhulled Sept. 1-April 1) 1001bs./acre
(Hulled April 1-Sept. 1) 50 lbs./acre
Temporary Seeding (if needed)
Dec 15-April 15
Kobe Lespedeza 50 lbs./acre
Rye Grain 100 lbs./acre
April 15-Sept. 15
German Millet 40 lbs./acre
Sept. 1-Dec. 1
Rye Grain 100 lbs./acre
3. SILT FENCES
Fabric silt fences shall be constructed as detailed. The fences shall be installed where indicated and
anywhere grading practices cause sheet drainage to have potential runoff velocities that may erode the soil.
Limit drainage areas to '/+ acre per 100 feet of silt fence. The following table applies to maximum slopes
upstream of a silt fence:
SLOPE
Less than 2%
Between 2% and 5%
Between 5% and 10%
Between 10% and 20%
More than 20%
SLOPE LENGTH (FT)
100
75
50
25
15
Silt fences shall be inspected after every rainfall and at one (1) week intervals. Repairs and/or replacement
shall be initiated as the need arises. Sediment removed shall be spread and seeded. Topsoil that is
stockpiled shall have silt fence constructed around the perimeter of the pile.
STORMWATER MANAGEMENT
LOW DENSITY PROJECT
The project does not contain impervious surfaces. No additional built upon areas are planned.
The remainder of the development will be site-specific.
GENERAL SUBMITTAL REQUIREMENTS
1. A completed stormwater permit application.
2. Two (2) sets of plans showing the North arrow, scale, revision dates, property/project
boundaries, lot lines, existing and proposed contours and drainage areas.
3. Low density projects:
a. Drainage area delineation and swale locations on plans.
b. Inlet and outlet elevations. Maximum longitudinal slope of the land is 5%.
c. The type of vegetated cover specified on plans.
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
BENC:IIMARK DEVELOPMENT CORPORATION
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
BARDEN LANIER, PRESIDENT
3. Mailing Address for person listed in item 2 above:
PO Box 1237 _ City: Jacksonville State:- NC Zip: 28541-1237 _
Telephone Number: ( 910____)_455-3889
E-mail: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
EXThNSION .OF COMMERCE ROAD
5. Location of Project (street address):
C_O_U_ NT_ RY CLUB ROAD
City: JACKSONVILLE County: ONSLOW
---
6. Directions to project (from nearest major intersection):
From intersection of NC 24 & US 17, go N on US 17 1.4 miles to Bl?11 Fork
Roa-d,_cdo N on Bell-Fork Road 0.5 mile to Country Club Road Go NE on
Country Club Rd 0.7 mile. Project on N side of Country Club Read.
7. Latitude:- 34° ? Longitude: 77 ? _ of project
8. Contact person who can answer questions about the project:
Name: Barden Lanier Telephone Number: (910 ) 455-3889
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Fonn SWU-101 Version 3.99 Page I of4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number n/a and its issue date (if known)_
3. Specify the type of project (check one):
__X- Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
-___CAMA Major X 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.
See- -Narrati- - --- --- -- - -
2. Stormwater runoff from this project drains to the
3. Total Project Area: 35.24 acres
White Oak River basin.
4. Project Built Upon Area: 0.58_

5. How many drainage areas does the project have? 1
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 Inf6rmation Drainage Area 1 Drainage Areal
Receiving Stream Name New River via Chaney Crk vi a Sandy Run
Receiving Stream Class SC
Drainage Area 35.24
Existing Impervious* Area -0-
Proposed Impervious*Area 97003SF/2.03 acres
% Impervious* Area (total) 0.58%
Impervious* Surface Area Drainage Area I Drainage Area 2
On-site Buildings -0-
On-site Streets 79,169
On-site Parking -0-
6n-site Sidewalks 17 ? 834
Other on-site -0-
Off-site -0-
Total: 97,003/2.03 acres Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWIJ-101 Version 3,99 Page 2 of4
7. I low was the off-site impervious area listed above derived?_ AUPOCADD v. 14
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.
1. The followin covenants are intended to ensure ongoing compliance with state stormwater management permit number
nfa 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 n/a 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 storm water control
system. These connections to the storm water 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 SWIJ-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
InVals
• Original and one copy 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):
Mailing Address
City:---
Phone: (
State:
Fax:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
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 cov ants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC2I [.1000.
Signature: t_ Date: Z O
Fomi SWLJ-101 Version 3.99 Page 4 of 4
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
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.
1. PROJECT INFORMATION
Project Name : EXTENSION OF COMMERCE ROAD
Contact Person. HARDEN LAMER Phone Number: ( 910 ) 455-3889
Number of Lots: 6 Allowable Built Upon Area Per Lot*: -0-
*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
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.
Fomi SW- 104 Rev 3.99 Page 1 of 2
(SA x DF) - RA - OA = BUA
No. Lots Lot
Cnlenlatinn -
N/A
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.
Applicants In'tials
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.
n/a c. Built upon area calculations are provided for the overall project and all lots.
n/a 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
State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
PROJECT NAME:_ Extension of Commerce Road
COUNTY: Onslow _ DATE
5-2-03
A14
C?E:H?1FZ
EROSION AND SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
North Carolina Administrative Code Title 15A, Chapter 4B entitled "Sedimentation Control" requires that all
persons disturbing an area of one or more acres must obtain approval of a soil erosion control plan prior to the
commencement of said land-disturbing activity. A complete application that includes the required fee and the
other following checklist items must be filed a minimum of 30 days prior to the activity with the Regional
Engineer of the Land Quality Section of the Department of Environment, Health and Natural Resources, who
must approve, approve with modification, or disapprove the plan within 30 days of receipt. Failhre of the
Rdpional Engineer to act within that 30 day period will be deemed as approval of the plan. Commencement
of a land-disturbing activity under the jurisdiction of Title 1 5A without an approved erosion and sedimentation
control plan is a violation that can result in civil penalties or injunctive action under N.C. General Statues.
LOCATION OF PROJECT:
X Including roods, struuts, wulurcuurr,uz,
and olhor mojor Inndninrku or fonulres
GENERAL SITE FEATURES:
X _ Legend; nanh arrow, plan -1-, notion conlr of meaew arc.
X _ Property lines and boundaries of total tract
X _ Existing and proposed contours
Limit and scrooge of dir,turbud moil
?]LA Planned & oxisting buildings and elevations
x _ Planned & existing road locations and elevations
X _ Geologic features; such as streams, lakes, dams,
wetlands, soaps, springs, rock outcrops, etc.
X Eacomonts & adjoining property uses
X _ Profiles; streets, utilities, lateral ditchlines, etc.
XStockpile locations
BORROW ANWOR WASTE AREAS
X It the some person conducts the land-dlsturbing activity And any
related borrow or waste activity, that borrow/waslo Activity +hAll
constitute part of the land-disturbing activity, unlcas the borrow/
waste activity Is p-ittod aril/or regulated under the Mhdnu Act
or 1071, or is a 6-.611 regulated by the Division of Solid Waste
Management. It the Isnd-diaturbing activity and the tel Aled bwowl
waste activity are not conducted by the .ana Iinancl Ally rosporoible
party. they shall ba considered sep Arsta Innd-dlaturbinu activities.
SITE DRAINAGE FEATURES:
X Drainage features; existing and planned (including
off-site arose that drain through ilia project)
X Size of sub-watershed (Acrae)
Culverts & sewers; size and location
X Soils information (Type, special characteristics, file.)
X Name and classification of receiving wotorcourse or
name of municipal operator (where stormwAter Is di-l-UMll
OTHER INFORMATION:,
DESIGN CALCULATIONS:
X Procunatruction runoff cntculotions, for ",0011
outlet from Site lat arch pent, dlnchaitle location)
X Culverts and storm sowors
X Open channels; aslstlng & planned tlnrluda temp. linings)
X Energy dissipators, Ilncltkln Iona size and dimwslonsl
- X - Sedimont basins, pits, chock darns
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
X Completed, notarized FR/O Form
X _ Accurate application feo
_x_ Certificate of assumed name, it owner I. a Partner.hlp
VEGETATIVE STABILIZATION:
X Methods of soil preparation
_ Seed type and retell ilemporsry and pcrmnncnl)
X- Fertilizer type and rates
Mulch typo and ratr.s
EROSION CONTROL MEASURES:
X Location of measures, temporary & permanent
X Construction detuils cl temporary & permanent maa•tu of
_x_ Maintenance requirornonts of all measuros
x Contact persons for maintenanco of measures
NARRATIVE AND CONSTRUCTION SEQUENCE:
X Nature and purpose of the prolect
,?_ Construction sequence no it relates to erosion
control, including provisional for Installation
of critical measures prior to ilia initiation of
the land-disturbing activity; all maintenance
measures; and removal of measures after areas
they servo havo been permanently stabilized.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3045 • Telephone [phone] • Fax [phone]
A„ i::_,qi nnnnrtimity Affirmative Action Employer
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more contiguous 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, N.C. Department of Environment, Heafth, and Natural Resources. (Please type or
print arid, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name Extension of Commerce Road
2. Location of land-disturbing activity: County Onslow , city
or Township Jacksonville and Highway/Street Country Club Road
3. Approximate date land-disturbing activity will be commenced: May 7, 2003
4. Purpose of development (residential, commercial, industrial, etc.) : Commercial
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas )
6. Amount of fee enclosed $ 2 4 0 . 0 0
7. Has an erosion and sedimentation control plan been filed ? Yes XX No
5.38 acres
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name Barden Lanier Telephone [phone]
9. Landowner (s) of Record ( Use blank page to list additional owners.):
Benchmark Development Corporation L....___
Name (s)
239 New Bridge Street _
Current Mailing Address Current Street Address
Jacksonville NC 28540
City State Zip City State Zip
10. Recorded in Deed Book No. 2023 Page No. 495
Part B.
1. Person (s) or firms (s) who are financially responsible for this land-disturbing activity (Use the blank page to list
additional persons or firms):
Benchmark Development Corporation
Name of Person (s)or Firm (s)
239 New Bridge Street
Mailing Address Street Address
Jacksonville NC 28540
City State Zip City State Zip
Telephone [phone] Telepho
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-IEET NUMBER 24
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2 MILES SOIL SURVEY MAP
---T APPENDIX II
2 KILOMETERS
Onslow County, North Carolina 129
TABLE 14.--ENGINEERING INDE X PROPERTIES--Continued
1 I I Classificatio n IFrag- I Percentage passing I I
Soil name and IDepthl USDA texture I I I ments I sieve number-- (Liquid I Plas-
map symbol I I I Unified I AASH
I I I I TO I> 3 1
Iinchesl 1 1 1
4 1 10 1 40 1 200 1 limit I
1 1 ticity
index
I In I I I
I I
I Pct I
I I I I
I I I Pct I
I I
I I I
Ct --------------- I 0-34IMuck------------- IPT
SC
SM I---
IA-2 I
A-4 1 --- I
0 1 --- I--- I--- I---
100 1 100 160-85 125-49 I -- I
1 <30 1 -
NP-10
,
,
Croatan 134-401Sandy loam, fine I , I I
I I sandy loam, I SM-SC I I I I I I I
I I mucky sandy I I I I I I I I
I I
I I loam. I
140-701Loam, clay loam, ICL, SM, I
IA-4, I
A-6 1 0 I I I I
1 100 1 100 175-100136-95 1 <36 1
I NP-15
I I sandy clay loam.) ML, SC I I I I I I I
--- ---
170-801Variable--------- I ---
I I ---
I I
I --- I --- I --- I --- I ---
I I I I I
I
I I
I I
Da---------------1 0-4 IMuck ------------- IPT I--- 1 0 I--- I--- I--- I--- I --- I ---
Dorovan 1 4-801Muck------------- IPT
180-991Sand, loamy sand,ISP-SM, I ---
IA-1, 1
A-3,1 0
0 1 --- I -- I--- I---
1 100 1 100 1 5-70 1 5-49 I ---
1 <20 I --
1 NP-7
I I loam. I SM-SC, SMI A-4, I I I I I I I
I I I I A-2- 4 I I I I I
I I I
I I
I
I I I
Dc --------------- I 0-601Fine sand -------- ISP-SM, I
SP IA-2, I
A-3 1 0 I I
1 100 195-100160-75 1 3-12
I I---
I I NP
I
Duckston I I I I
I I I
I I I I I I
I I I
FoA---------------- 1 0-8 [Loamy fine sand ISM I
IA-2, A-4 1 0 1 100 1 100 160-100115-36 1 --- I NP
Foreston 18-701Sandy loam, fine ISM, SM- SC IA-2, A-4 1 0 1 100 1 100 170-100118-40 1 <25 I NP-5
I
I I sandy loam. I I I I I I I I
170-801Loamy fine sand, ISP-SM, SM IA-2, A-3 1 0 1 100 1 100 150-1001 6-25 1 --- I NP
1 I loamy sand, fine) I I I I I I I I
1 I sand. I I I I I
I I I I
I I
I
I I I
GoA-------------- 1 0-131Fine sandy loam ISM, SM- I
SC, IA-2, I
A-4,1 0 I
195-100195-100150-100115-45 1 <25 1 NP-14
Goldsboro I I I SC
113-801Sandy clay loam, ISM-SC, 1 A-6
SC,IA-2, I
A-4,1
0 I I I I
198-100195-100160-100125-55 I
1 16-37 I
1 4-18
1 I sandy loam. I CL-ML,
I I I CLI A-6
I I
I I I I I
I I I I
I I
I
GpB*: I I I
Goldsboro-------1 0-131Fine sandy loam ISM, SM- I
SC,IA-2, I
A-4,1
0 I I I I
195-100195-100150-100115-45
1 <25 I
1 NP-14
I I I SC I A-6 I I I I I I I
113-801Sandy clay loam, ISM-SC, SC,IA-2, A-4,1 0 198-100195-100160-100125-55 1 16-37 1 4-18
I I sandy loam. I CL-ML,
I I I CLI A-6
I I
I I I I
I I I I I
I I
I
Urban land. I I I I I
I I I I I
I I I I I
I I
I
1 1 I
Gt--------------- 1 0-9 (Fine sandy loam ISM, SM- I
SC IA-2, A-4 1 0 1 100 195-100160-100120-45 1 <30 1 NP-7
Grifton 19-451Sandy loam, sandylSC, CL IA-4, A-6 1 0 198-100195-100160-100131-60 1 20-35 1 8-15
I
I I clay loam, clay I I I I I I I I I
I I loam. I
145-581Loamy sand, sandylSM, SM- I
SC IA-2, I
A-4 1 0 I I I I
1 100 195-100160-100112-45 I
1 <30
I 1 NP-7
I
I I loam. I I I I I I I
158-801Variable--------- I --- --- I
I --- I --- I --- I --- I ---
I I I I ---
I I ---
I
I I I
KuB --------------- I 0-801Fine sand -------- ISP, SP- I
SM IA-3 1 0 1 100 1 100 160-1001 0-7
I I I ---
I I NP
I
Kureb I I I
I I
I I I
I I I I I I
I I
La --------------- I 0-991MUck------------- IPT IA-8 1 0 1--- I--- I--- I---
I I I---
I I---
I
Lafitte I I I I I
I I I I I I I
I I I
Le --------------- I 0-7 ILoam ------------- IML, CL, I
IA-4, A-5,1 0 1 100 1 100 185-100160-85 1 20-45 1 4-10
I
Lenoir I I I CL-ML
17-801C1ay, silty clay,ICL, CH I A-6
IA-6, I
A-7 1 0 I I I I
1 100 1 100 185-100155-95
I I I
1 30-60
I 1 11-35
I
I I clay loam. I
I I I
I I
I I I
I I I I I I
See footnote at end of table.
SOIL SURVEY EXCERPTS
APPENDIX III (1)
130 Soil Survey
TABLE 14.--ENGINEERING INDEX PRO PERTIES--Continued

I I I Classification IFrag- I Percentage passing I I
Soil name and IDepthl USDA texture I I ments I sieve number-- (Liquid I Plas-
map symbol I I I Unified I AASHTO I > 3 1 1 1 1 1 limit- I ticity
I I I I l inchesl 4 1 10 1 40 1 200 1 1 index
I In I I I Pct I I I I I Pct I

Ln -------------- I I I I I
- I 0-171E'ine sand -------- ISP, SP-SM IA-3, 1
0 I I I I
1 100 1 100 180-1001 2-12 I
I --- I
I NP
i.eon I I I I A-2-4 I I I I I I I
117-511Sand, fine sand, ISM, SP-SM,IA-3, 1 0 1 100 1 100 180-1001 3-20 1 --- I NP
I I loamy sand. I SP I A-2-4 I I I I I I I
151-951Sand, fine sand ISP, SP-SM IA-3, 1 0 1 100 1 100 180-1001 2-12 1 --- I NP
I I I I A-2-4 I I I I I I I

1,y-------- I I I I I
1 0-131Fine sandy loam ISM, ML, IA-2, A-4 1
0 I I I I
192-100190-100175-100125-55 I
1 <30 I
1 NP-7
Lynchburg I I I SM-Sc, I I I I I I I I
I I I CL-ML I I I I I I I
113-801Sandy clay loam, ISM-SC, SC,IA-2, A-4,1 0 192-100190-100170-100125-67 1 16-40 1 4-18
1 1 sandy loam, clay) CL, CL-MLI A-6 I I I I I I I
I I loam. I I I I I I I I I

MaC------------- I I I I I
- 1 0-121Loamy fine sand ISM IA-2 1
0 I I I I
195-100190-100150-100113-30 I
1 --- I
I NP
Marvyn 112-521Sandy clay loam, IML, SM, IA-4, A-2,1 0 1 95-100190-1001 60-95 130-55 1 24-45 1 3-30
I 1 sandy loam. I SC, CL I A-6, A-71 I I I I I I
152-7511.oamy sand, sandylSM, ML, 1A-1, A-2,1 0 195-100190-100145-95 120-55 1 <40 1 NP-10
I I loam, sandy clay) SC, CL I A-4 I I I I I I I
I I loam. I I I
I I I I I I I

Md-------------- I I I
I
- 1 0-281Mucky loam ------- IOL IA-4 1
0 I I I I
1 100 195-100190-100160-75 I
1--- I
I NP
Masontown 128-651Loamy sand, sand,ISM, SP-SM IA-2, A-3,1 0 1 100 195-100150-75 1 5-40 1 --- I NP
I I sandy loam. I I A-5 I I I I I I

Mk-------------- I I I I I
-1 0-401Loam------------- IML, SC, SMIA-2, A-4 1
0 I I
195-100190-100150-95 130-60 I
1 <30 I
1 NP-10
Muckal.ee 1 1 1 SM-SC I I I I I I I I
140-751Sandy learn, loarnylSM 1A-2, A-4 1 0 195-100180-100160-90 120-40 1 <20 1 NP-4
I I sand. I I I I I I I I I

Mu-------------- I I I I I
-1 0-5 (Fine sand -------- ISP-SM, SM IA-2, A-3 1
0 I I I I
1 100 1 100 185-1001 5-30 I
1--- I
I NP
Murvil.le 15-551Fine sand, sand, ISM, SP-SM IA-2, A-3 1 0 1 100 1 100 185-1001 5-20 1 --- I NP
I I loamy fine sand.) I I I I I I I I
155-751Variable--------- I --- I --- I
I I I I I --- I --- I --- I --- I ---
I I I I I ---
I I ---
I
NeE, NfC-------- - 1 0-80IFine sand -------- ISP, SP-SM IA-3 1 0 195-100195-100160-75 1 0-5 1--- I NP
Newhan I I I I
I I I I I
I
I I I I
I
NnE*: I I I
I I I I I I
I I I I
I I
Newhan --------- - I 0-801Fine sand -------- ISP, SP-SM IA-3 1 0 195-100195-100160-75 1 0-5 1--- I NP

Corolla-------- I I I I I
-1 0-721Fine sand -------- ISW, SP-SM,1A-2, A-3 1
0 I I I I
180-100175-100160-95 1 1-12 I
1--- I
I NP
I I I SP I I I I I I I I

Urban land. I I I I I
I I I I I I I I I
I I I I I
I I
I

NoA, NoB-------- I I I I I
- 1 0-1011,oamy fine sand ISM IA-2 1
0 I I I I
195-100192-100150-95 113-30 I
1 <20 I
1 NP
Norfolk 110-471Sandy loam, sandylSC, SM-SC,1A-2, A-4,1 0 195-100191-100170-96 130-63 1 20-38 1 4-15
I I clay loam, clay I CL, CL-MLI A-6 I I I I I I I
I I loam. I I I I I I I I I
147-801Sandy clay loam, 1SC, SM-SC,IA-4, A-6,1 0 1 100 198-100165-98 136-72 1 20-52 1 4-23
1 1 clay loam, sandyl CL, CL-MLI A-7-6 I I I I I I I
I I clay. I I I
I I I I I I I
I I I I I
I I
I
On --------------- I I
I 0-101Loamy fine sand ISM, SP-SM IA-2, A-3,1 0 1 100 195-100160-1001 5-38 1 --- NP
Onslow I I I I A-4 I I I I I I I
110-681Sandy clay loam, ISM, CL, IA-2, A-4,1 0 1 100 195-100160-100130-55 1 <36 1 NP-11
I I sandy loam, clay) SC, ML I A-6 I I I I I I I
I I loam. I I I I I I I I I
168-801Variable--------- I --- I --- I
I I I I I --- I --- I --- I --- I ---
I I I I I ---
I I ---
I
See footnote at end of table.
(2)
1,,
132
TABLE 1.5.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
Soil Survey
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)

Soil name and
map symbol I I
IDepthl
I I
I I
Clay I I
I Moist (Permeability
I bulk I
I density I I I I I Erosion
1Availablel Soil IShrink-swell I factors
I water Ireactionl potential I I
Icapacity I I I K I T I
I Organic
I matter
I
I In I Pct I g/cc I In/hr I In/in I pH I I I I Pct

AnB------------- I I
-- 1 0-131
1-12 I I
11.35-1.551
2.0-6.0 I I
10.05-0.1014.5-6.5 I I I
]Low ---------- 10.101 5 1 I
0-2
Alpin 113-481 1-7 11.40-1.551 6.0-20.0 10.03-0.0914.5-6.5 (Low---------- 10.101 1
148-801
I I 5-8 11.45-1.651
I I 2.0-6.0 10.06-0.0914.5-6.5
I I (Low---------- ]0.101 1
I

AuB-------------
- 1 0-241
2-10
11.60-1.701
>6.0
10.04-0.0914.5-6.5 I I I
ILow---------- 10.101 5 1
.5-1
Autryville 124-381 10-25 11.40-1.601 2.0-6.0 10.08-0.1314.5-5.5 ILow---------- 10.101 1
138-531 2-8 11.60-1.701 >6.0 10.03-0.0814.5-5.5 ILow---------- 10.101 1
153-991
1 1 10-35 11.40-1.601
1 1 0.6-2.0 10.10-0.1514.5-5.5
1 1 ILow---------- 10.171 1

BaB-------------
- 1 0-301
0-8
11.60-1.751
6.0-20
10.02-0.0614.5-6.5 1 1 1 1
ILow---------- 10.101 5 1
.5-1
Baymeade 130-561 8-26 11.45-1.601 2.0-6.0 10.10-0.1414.5-6.5 (Low---------- 10.101 1
156-801
I I 0-12 11.60-1.751
I 6.0-20 10.02-0.1014.5-6.5
I I ILow---------- 10.101 1
I

BmB*:
I I
I I
I I I I I
I I I I
Baymeade------- - 1 0-301 0-8 11.60-1.751 6.0-20 10.02-0.0614.5-6.5 ILow---------- 10.101 5 1 .5-1.
130-561 8-26 11.45-1.601 2.0-6.0 10.10-0.1414.5-6.5 ILow---------- 10.101 1
156-801
I I 0-12 11.60-1.751
I I 6.0-20 10.02-0.1014.5-6.5
I I ILow---------- 10.101 1

Urban land.
I I
I I I I I I
I I I

Bo-------------- I I
-1 0-8 1
30-60 I I
11.20-1.401
0.06-0.2 I I
10.02-0.0616.1-8.4 I I I I
(High--------- 10.281 5 1
5-25
Bohicket 1 8-381 35-60 11.30-1.601 <0.06 10.02-0.0616.1-8.4 (High--------- 10.241 1
138-601
I I --- I ---
I --- I --- I--- I------------- I ---- I I

Ca--------------
-1 0-651
5-12
11.45-1.601
>6.0
10.02-0.1015.6-8.4 I I I I
ILow---------- 10.151 5 1
.5-2
Carteret I I I I I I I I I

Co-------------- I I
-1 0-721
0-3 I I
11.60-1.701
>20 I I
10.01-0.0315.6-7.8 I I I I
1Low---------- 10.101 5 1
<.5
Corolla I I I I I I I I I

CrB, CrC-------- I I
- 1 0-8 1
6-20 I I
11.30-1.551
0.6-2.0 I
10.12-0.1813.6-6.5 I I I I
1Low---------- 10.371 5 1
.5-2
Craven 1 8-481 35-60 11.30-1.451 0.06-0.2 10.12-0.1513.6-5.5 IModerate----- 10.321 1
148-801
1 1 5-35 11.35-1.601
1 1 0.2-6.0 10.08-0.1413.6-5.5
1 1 ILow---------- 10.321 1
1 1

Ct--------------
- 1 0-341
0.-0.
10.40-0.651
0.06-6.0
10.35-0.451 <4.5 1 1
1Low---------- I---- I--- 1
25-60
Croatan 134-401 8-20 11.40-1.601 0.2-6.0 10.10-0.1513.6-6.5 ILow---------- I---- 1 1
140-701 10-35 11.40-1.601 0.2-2.0 10.12-0.2013.6-6.5 ILow---------- I---- 1 1
170-801
I I --- I --- I
I I --- I --- --- I ------------- I ---- I I

Da--------------
-1 0-4 1
---
10.25-0.401
0.6-2.0 I I
10.25-0.5013.6-4.4 I I I I
1-------------I----I--- I
---
Dorovan 1 4-801 --- 10.35-0.551 0.6-2.0 10.25-0.5013.6-4.4 1-------------I----I I
180-991
I I 5-20 11.40-1.651
I I 6.0-20 10.05-0.0814.5-5.5
I I 1Low---------- I---- I I
I

Dc--------------
-1 0-601
0-4
11.60-1.701
>20
10.02-0.0513.6-8.4 I I I
JLDW---------- 10.101 5 1
.5-1
Duckston I I I I I I I I I I

FoA------------- I I
- 1 0-8 1
5-12 I I
11.20-1.401
6.0-20 I I
10.05-0.1014.5-6.5 I 1 I I
11.ow---------- 10.151 5 1
.5-2
Foreston 1 8-701 10-18 11.20-1.401 2.0-6.0 10.09-0.1314.5-5.5 II.ow---------- 10.101 1
170-801
I I 4-12 11.30-1.601
I I 6.0-20 10.03-0.1014.5-5.5
I I ILow---------- 10.101 1
I I I

GoA--------------
1 0-131
5-15
11.40-1.601
2.0-6.0
10.08-0.1214.5-6.0 I
ILow---------- 10.201 5 1
.5-2
Goldsboro 113-801
1 1 18-30 11.30-1.501
1 1 0.6-2.0 10.11-0.1514.5-5.5
1 1 ILow---------- 10.241 1
1 1 1 1
See footnote at end of table.
(3)
l
Onslow County, North Carolina
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS--Continued

Soil name and
map symbol I I
IDepthl
I
I I
Clay I I
I Moist 1Permeability
I bulk I
I density I I I I I Erosion I
lAvailablel Soil IShrink-swell I factors I Organic
I water Ireactionl potential I I I matter
Icapacity I I I K I T I
I In I Pct 1 g/cc 1
I In/hr 1 In/in I pH
I I I I I
I I I I Pct
I
I I
GpB*: I I
Goldsboro-------1 0-131
5-15 I
I I
11.40-1.601
2.0-6.0 I I
10.08-0.1214.5-6.0 I I
ILow---------- 10.201
5 1 .5-2
113-801
I I 18-30 11.30-1.501
I I 0.6-2.0 10.11-0.1514.5-5.5
I I ]Low---------- 10.241
I I I 1
I
Urban land. I I I I I
I I I I I
I I I I
I
Gt-------------- I I
- 1 0-9 1 7-18 I I
11.45-1.651 2.0-6.0 10.10-0.1414.5-7.3 ]Low---------- 10.201 5 1 2-4
Grifton 1 9-451 18-35 11.35-1.451 0.6-2.0 10.12-0.1714.5-7.3 ILow---------- 10.241 1
145-581 2-19 11.95-1.701 2.0-20.0 10.07-0.1415.6-8.4 ILow---------- 10.201 1
158-801 --- I --- I --- I --- I---
I I I ------------- I ---- I
I I I I
I
KuB------------- I I
- 1 0-801 0-3 I I
11.60-1.801 6.0-20 1 <0.05 14.5-7.3 ILow---------- 10.101 5 1 <2
Kureb I I I I I I
I I I I I
I I I I
I
I I
La---------------1 0-991 --- I I
10.05-0.251 2.0-6.0 10.18-0.4516.1-8.4 ILow ---------- I ---- I - -- 1 30-70
Lafitte I I I I I I
I I I I I
I I I I
I
Le--------------- I I
1 0-7 1 6-20 I I
11.30-1.501 0.6-2.0 10.14-0.1813.6-5.5 ILow---------- 10.371 5 1 2-4
Lenoir 1 7-801 35-60 11.20-1.351 0.06-0.2 10.13-0.1513.6-5.5
1 1 1Moderate----- 10.321
1 1 1 1
1
Ln--------------- 1 1
1 0-171 1-6 1 1
11.40-1.651 6.0-20 10.02-0.0513.6-5.5 ]Low ---------- 10.101 5 1 .5-4
Leon 117-511 2-8 11.50-1.701 0.6-6.0 10.05-0.1013.6-5.5 ILow---------- 10.151 1
151-951 1-6 11.40-1.651 0.6-6.0 10.02-0.0513.6-5.5
I I ILow---------- 10.101
I I I 1
I
Ly--------------- I I
1 0-131 5-20 I I
11.30-1.601 2.0-6.0 10.09-0.1313.6-5.5 1Low---------- 10.201 5 1 .5-5
Lynchburg 113-801 18-35 11.30-1.501
1 1 0.6-2.0 10.12-0.1613.6-5.5
1 1 ILow---------- 10.201
1 1 1 1
1
MaC-------------- 1 1
1 0-121 2-12 11.35-1.701 2.0-6.0 10.06-0.1114.5-6.0 ILow---------- 10.171 4 1 <2
Marvyn 112-521 18-35 11.30-1.601 0.6-2.0 10.12-0.1714.5-6.0 1Low---------- 10.321 1
152-751 10-30 11.40-1.601 0.2-2.0 10.07-0.1414.5-6.0
1 1 ILow---------- 10.321
1 1 1 1
1
Md--------------- 1 1
1 0-281 10-18 1 1
11.00-1.301 2.0-6.0 10.20-0.2615.6-7.8 ILow---------- 10.101 5 1 8-20
Masontown 128-651 2-18 11.40-1.601 2.0-20 10.02-0.1215.6-7.8
I I ILow---------- 10.101
I I I 1
I
Mk--------------- I I
1 0-401 10-25 I I
1 --- 1 0.6-2.0 10.09-0.1515.1-7.3 ILow---------- 10.201 5 1 ---
Muckalee 140-751 5-20 1 --- 1 0.6-2.0 10.08-0.1215.6-8.4
1 1 ]Lo1A -----------10.201
1 1 1 1
1
1 1
Mu---------------1 0-5 1 2-8 1 1
11.45-1.601 6.0-20 10.05-0.0913.6-5.5 ILow---------- 10.101 5 1 2-9
Murville 1 5-551 2-8 11.60-1.751 2.0-6.0 10.05-0.0913.6-5.5 ILow---------- 10.101 1
155-751 --- I --- I --- I --- I---
I I I------------- I ---- I
I I I I
I
NeE, NfC--------- I I
1 0-801 --- I I
11.60-1.751 >20 1 <0.05 13.6-7.8 ILow---------- 10.101 5 1 ---
Newhan I I
I I I I
I I I I
I I I I
I I I I
I
NnE*: I I I I I I I I I I
Newhan---------- 1 0-801 --- 11.60-1.751 >20 1 <0.05 13.6-7.8
I I 1Low---------- 10.101
I I I 5 1 ---
I
Corolla--------- I I
1 0-721
I I 0-3 I I
11.60-1.701
I I >20 10.01-0.0315.6-7.8
I I ILow---------- 10.101
I I I 5 1 <.5
I
Urban land. I I I I I I I I
I I I I
I
NoA, NoB--------- I I
1 0-101 2-8 I I
11.55-1.751 6.0-20 I I
10.06-0.1114.5-6.0 ILow---------- 10.201 5 1 .5-2
Norfolk 110-471 18-35 11.30-1.451 0.6-2.0 10.10-0.2014.5-5.5 ILow---------- 10.241 1
147-801
1 1 20-43 11.10-1.401
1 1 0.06-2.0 10.10-0.1514.5-5.5
1 1 ]Low---------- 10.241
I 1
I
See footnote at end of table.
133
(4)
22
raccoon, fox, rabbit, bobcat, opossum, birds, and other
wildlife.
Wetness is the main limitation affecting building site
development, sanitary facilities, and recreational
development. The instability of ditchbanks and trench
walls and seepage are additional problems. The
wetness can be reduced by installing a drainage system
that includes tile and open ditches. Land grading can
improve surface drainage.
The capability subclass is Ilw, and the woodland
group is 9W.
GoA-Goldsboro fine sandy loam, 0 to 2 percent
slopes. This moderately well drained soil is on uplands.
It is on slightly convex divides. Individual areas are long
and vary in width. They range from 15 to about 100
acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 7 inches; dark grayish brown fine sandy loam
Subsurface layer:
7 to 11 inches; pale brown fine sandy loam
'11 to 13 inches; light yellowish brown fine sandy
loam
Subsoil:
13 to 24 inches; yellowish brown sandy clay loam
24 to 40 inches; light yellowish brown sandy clay
loam mottled with light gray and strong brown
40 to 60 inches; light gray sandy clay loam mottled
with red and strong brown
60 to 68 inches; light gray sandy clay loam that has
brownish yellow and strong brown mottles and
thin layers of sandy loam
Substratum:
(38 to 80 inches; gray sandy loam that has thin
layers of loamy sand
Infiltration is moderate, and surface runoff is slow.
Permeability and available water capacity are moderate.
The soil is very strongly acid or strongly acid throughout
unless the surface has been limed. The seasonal high
water table is 2 to 3 feet below the surface.
Included with this soil in mapping are scattered small
areas of Onslow, Foreston, and Craven soils. These
soils are in landscape positions similar to those of the
Goldsboro soil. Also included are some areas of the
well drained Norfolk soils and the somewhat poorly
drained Lynchburg soils. Norfolk soils are near side
slopes, and Lynchburg soils are near the interstream
areas in slight depressions. The included soils make up
about 10 percent of this unit.
Soil Survey
Most of the acreage of this unit is used as cropland
(fig. 5). The rest is used for woodland or building site
development.
In cultivated areas the major crops are corn,
soybeans, and tobacco. Wetness is the main limitation,
A drainage system reduces the wetness and improves
aeration in the lower part of the root zone. A suitable
drainage system includes tile and open ditches. Grading
the fields can improve surface drainage. Additions of
plant nutrients, crop residue management, and cover
crops increase crop production.
In the wooded areas, the dominant trees are loblolly
pine, yellow poplar, sweetgum, and American
sycamore. Other native trees are American holly,
flowering dogwood, hickory, black cherry, persimmon,
southern red oak, and white oak. The understory
includes American holly, gallberry, coast azalea,
sourwood, flowering dogwood, huckleberry, persimmon,
waxmyrtle, blueberry, and greenbrier. Some large areas
of this soil have been bedded and planted to loblolly
pine. Fertilizer is applied in places. Logging during wet
periods results in the formation of ruts and damage to
plant roots. Areas of this soil provide habitat for deer,
raccoon, fox, rabbit, bobcat, opossum, and birds.
Seasonal wetness is the main limitation affecting
building site development, sanitary facilities, and
recreational development. The wetness can be reduced
by installing a drainage system that includes tile and
open ditches. Land grading can improve surface
drainage.
The capability subclass is llw, and the woodland
group is 9W.
GpB-Goldsboro-Urban land complex, 0 to 5
percent slopes. This unit is on uplands. About 50
percent of the unit is a moderately well drained
Goldsboro soil, about 30 percent is Urban land, and the
rest is soil that has been disturbed during urban
development.
The typical sequence, depth, color, and texture of the
layers of the Goldsboro soil are:
Surface layer:
0 to 7 inches; dark grayish brown fine sandy loam
Subsurface layer:
7 to 11 inches; pale brown fine sandy loam
11 to 13 inches; light yellowish brown fine sandy
loam
Subsoil:
13 to 24 inches; yellowish brown sandy clay loam
24 to 40 inches; light yellowish brown sandy clay
loam mottled with light gray and strong brown
(5)
Onslow County, North Carolina 23
40 to 60 inches; light gray sandy clay loam mottled
with red and strong brown
60 to 68 inches; light gray sandy clay loam that has
brownish yellow and strong brown mottles and
thin layers of sandy loam
Substratum:
68 to 80 inches; gray sandy loam that has thin
layers of loamy sand
Infiltration is moderate in the Goldsboro soil, and
surface runoff is slow. Permeability and available water
capacity are moderate. The soil is very strongly acid or
strongly acid throughout unless the surface has been
limed. The seasonal high water table is 2 to 3 feet
below the surface during periods of high rainfall and in
most winter months.
The Urban land consists of areas where the original
soil has been cut, filled, graded, or paved. Most soil
properties have been so altered that a soil series is not
recognized. This land is used for apartment complexes,
parking lots, or for other areas where buildings are
closely spaced or the soil is covered with pavement.
The slope generally has been modified. The extent of
site modification varies greatly. Many areas are
relatively undisturbed. In the process of smoothing,
however, high areas have been leveled and low areas
have been filled.
Included in this unit in mapping are small areas of fill
material, areas where the surface layer has been
removed by cutting and grading, and scattered areas of
Onslow, Foreston, Lynchburg, and Stallings soils, which
are in landscape positions similar to those of the
Goldsboro soil. Also included are Rains and Muckalee
soils in small depressions and intermittent
drainageways and areas of Baymeade, Marvyn, Craven,
and Norfolk soils. The well drained, loamy Baymeade
and Norfolk soils are near the main drainageways. The
well drained, loamy Marvyn soils and the moderately
(6)
Figure 5.-Goldsboro fine sandy loam, 0 to 2 percent slopes, is well suited to truck crops, such as these sweet potatoes.
24
well drained, clayey Craven soils are on the steep side
slopes along drainageways.
In most places drainage systems were installed as
building site development progressed. In undrained
areas seasonal wetness is a limitation affecting building
site development, sanitary facilities, and recreational
development:. The wetness can be reduced by installing
a drainage system that includes tile and open ditches.
Land grading can improve surface drainage. Onsite
investigation is needed before the development of
specific areas.
This unit has not been assigned to a capability
subclass or to a woodland group.
Gt-Grifton fine sandy loam. This nearly level,
poorly drained soil is in shallow depressions on
uplands. Areas are irregular in shape. They range from
5 to about 25 acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 4 inches; very dark grayish brown fine sandy
loam
Subsurface layer:
4 to 9 inches; light brownish gray fine sandy loam
mottled with brownish yellow
Subsoil:
9 to 12 inches; light brownish gray sandy clay loam
mottled with brownish yellow
12 to 45 inches; light gray sandy clay loam mottled
with brownish yellow
45 to 58 inches; gray sandy loam that has brownish
yellow mottles and thin layers of sandy clay loam
Substratum:
58 to 80 inches; greenish gray sandy clay loam that
has brownish yellow and gray mottles and thin
layers of clay and clay loam
Infiltration is moderate, and surface runoff is slow.
Permeability is moderate in the subsoil. Available water
capacity is moderate. The soil ranges from very strongly
acid to neutral in the surface layer, subsurface layer,
and upper part of the subsoil unless the surface has
been limed. The lower part of the subsoil ranges from
neutral to moderately alkaline. The seasonal high water
table is 0.5 to 1.0 foot below the surface. The soil is
subject to ponding.
Included with this soil in mapping are Muckalee soils
on flood plains and Rains soils in interstream areas.
Also included are small areas of a clayey soil and a
somewhat poorly drained soil that is neutral in reaction.
The included soils make up 20 percent of this unit.
Soil Survey
Most of the acreage of this unit is used as woodland.
A small acreage is used as cropland.
In the wooded areas, the dominant trees are loblolly
pine, cherrybark oak, white oak, eastern cottonwood,
water tupelo, and sweetgum. Other native trees are
water oak, willow oak, red maple, eastern redcedar, and
American sycamore. The understory includes redbay,
sweetbay, American holly, gallberry, sweet pepperbush,
switchcane, waxmyrtle, huckleberry, and greenbrier.
Logging during wet periods results in the formation of
ruts and damage to plant roots. The wooded areas
provide habitat for deer, raccoon, fox, rabbit, bobcat,
opossum, birds, and other wildlife.
If drained, this soil can be used for crops, such as
corn and soybeans. Wetness is the main limitation. A
well planned and constructed drainage system helps to
lower the water table. The drainage system commonly
requires open ditches, but constructing deep ditches is
difficult because the substratum is marl. Grading the
fields can improve surface drainage. Additions of plant
nutrients, crop residue management, bedding, and
cover crops are suitable measures on this soil.
This soil is generally not used for building site
development, sanitary facilities, or recreational
development. Wetness is the main limitation.
The capability subclass is Vlw in undrained areas
and Illw in drained areas. The woodland group is 9W.
KuB-Kureb fine sand, 1 to 6 percent slopes. This
excessively drained soil is on uplands. It is near large
drainageways and in undulating, convex areas that are
irregular in shape. Individual areas range from 5 to 200
acres in size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 6 inches; gray fine sand
Subsurface layer:
6 to 26 inches; light gray fine sand
Subsoil:
26 to 48 inches; brownish yellow and light gray fine
sand that has brown concretions
48 to 62 inches; light yellowish brown and brown
fine sand that has dark reddish brown
concretions
Substratum:
62 to 69 inches; grayish brown and dark grayish
brown fine sand that has pockets of loamy fine
sand
69 to 80 inches; light gray fine sand that has dark
reddish brown concretions and pockets of loamy
fine sand
(7)
30
rabbit, bobcat, opossum, mink, otter, squirrels, birds,
and other wildlife.
This soil generally is not used for farming, woodland
plantations, building site development, sanitary facilities,
or recreational development because of wetness,
flooding, and low strength.
The capability subclass is Vllw, and the woodland
group is 7W.
Mk-Muckalee loam. This nearly level, poorly
drained soil is on flood plains. Individual areas are long
and narrow and generally are more than 100 acres in
size. The areas are not easily accessible, and
observations were not so detailed as those in most
other units.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 10 inches; dark grayish brown loam
Substratum:
10 to 28 inches; gray loam that has thin layers of
sandy loam
28 to 40 inches; gray sandy loam that has thin
layers of clay loam
40 to 75 inches; grayish brown sandy loam that has
gray mottles and thin layers of loamy sand
Infiltration is moderate, and surface runoff is very
slow. Permeability is moderate. Ditchbanks are unstable
because of the high content of sand. The surface layer
is strongly acid, and the substratum ranges from
medium acid to moderately alkaline. The seasonal high
water table is 0.5 foot to 1.5 feet below the surface.
This soil is frequently flooded for brief periods, and
water ponds in low areas on the wider flood plains for
long periods in winter.
Included with this soil in mapping are small areas of
sandier soils near the streambanks and a soil that has a
surface layer of mucky fine sand and is at the foot of
side slopes. Also included, near Richlands, are small
areas of a soil that has marl within 6 feet of the surface.
The included soils make up about 25 percent of this
unit.
Nearly all of the acreage of this unit is used as
woodland. A small acreage is used for water
impoundments or pasture.
In the wooded areas, the dominant trees are loblolly
pine, sweetgum, and eastern cottonwood. Other native
trees are water oak, willow oak, green ash, red maple,
swamp tupelo, and baldcypress. The understory
includes redbay, sweetbay, American holly, gallberry,
sweet pepperbush, switchcane, cattail, waxmyrtle,
Soil Survey
blueberry, honeysuckle, Virginia chainfern, cinnamon
fern, poison ivy, brackenfern, and greenbrier. Tree
growth is excellent. Because of wetness and flooding,
however, managing this soil for timber production is
difficult. These wetland areas provide habitat for deer,
raccoon, fox, rabbit, bobcat, opossum, mink, otter,
squirrels, birds, and other wildlife.
This soil generally is not used for cropland, building
site development, or recreational development.
Wetness, flooding, the instability of cutbanks, and
seepage are the main limitations.
The capability subclass is Vw, and the woodland
group is 9W.
Mu-Murville fine sand. This nearly level, very
poorly drained soil is in depressions and interstream
areas on uplands. Individual areas are generally long
and vary in width. They range from 20 to 200 acres in
size.
The typical sequence, depth, color, and texture of the
layers of this soil are:
Surface layer:
0 to 5 inches; black fine sand
Subsoil:
5 to 20 inches; black fine sand
20 to 46 inches; dark reddish brown fine sand
46 to 55 inches; dark brown fine sand mottled with
dark reddish brown
Substratum:
55 to 75 inches; grayish brown sand that has thin
layers of sandy loam
Infiltration is rapid, and surface runoff is slow.
Permeability is rapid in the surface layer and
moderately rapid in the subsoil. Available water capacity
is moderate. Ditchbanks are unstable because of the
high content of sand. Because of humus-coated sand
grains, the subsoil is hard and brittle when dry. The soil
ranges from extremely acid to strongly acid throughout
unless the surface has been limed. The seasonal high
water table is at or near the surface, and water ponds
on the surface in winter.
Included with this soil in mapping are small areas of
Murville soils that have a surface layer of mucky fine
sand. These soils are in the lowest part of depressions.
Also included are scattered small areas of Torhunta
soils and a soil that has a surface layer of muck. These
soils are in landscape positions similar to those of the
Murville soil. The included soils make up about 15
percent of this unit.
Nearly all of the areas of this unit are used as
woodland. A few small areas are used as cropland.
(8)
SEDIMENTATION AND EROSION CONTROL SPECIFICATIONS
.SITE PREPARATION
1, Grading or clearing of the areas should be done in such a way as to leave the soil in the best
possible condition for seeding. This includes leaving as much topsoil as possible or replacing where
needed to modify the condition.
2. Where feasible, grade and shape slopes to a 3:1 ratio slope or flatter to permit the use of
conventional equipment for seedbed preparation, seeding, mulch application, and anchoring and
maintenance operations.
3. Grading and shaping is desirable, but not necessary when seeding is done by other than
conventional means, such as with hydraulic equipment or by hand.
4. No seedbed preparation is necessary on most soil and site conditions where seeding is done
immediately after excavation or spoil spreading is completed. Where this type of seeding is done, the
excavation work should be completed during the optimum seeding date for the desired plant or
mixture of plants.
5. Where adverse soil conditions require modifications, apply at least 3 to 4 inches of topsoil or similar
soil material. The use of topsoil should he considered where the soil texture at the site is sandy clay,
silty clay, or clay. Ripping prior to the addition of new material is usually needed.
6. Remove all woody material, loose rock, and other obstructions that may interfere with planned
seeding and maintenance operations.
LIME AND FERTILIZER
Where soils are reasonably uniform, lirne and fertilize according to soil test. In the absence of a soil
test, apply 2 tons finely ground dolomitic limestone per acre (92 pounds per 1,000 square feet) and 500
to 800 pounds of 20% superphosphate or equivalent per acre (12 to 18 pounds per 1,000 square feet).
Additional amounts and analysis of fertilizers to use at seeding are:
Grasses alone - 800 to 1,000 pounds per acre of 10-10-10, or equivalent (18-23 pounds
per 1,000 square feet).
Grasses and leguunes or legumes alone - 800 to 1,000 pounds per acre of 5-10-10 or
equivalent (18-23 pounds per 1,000 square feet).
Normally an additional application of 30-50 pounds of nitrogen per acre is needed
within three (3) to twelve (12) months to establish grass plantings. Application should
be timed to growing cycle of the species being established.
SEEDBED PREPARATION
1. Work lime and fertilizer into the soil where conventional equipment can be used. Use disk or
similar equipment to prepare to depth of 3-4 inches. Use ripper if necessary.
2. Lime and fertilizer may be applied with seed mixture when a hydroseeder is used and where
mulch will be applied, seedbed preparation may not be necessary where hydro-seeding equipment
APPENDIX IV (SE-1)
is used.
3. Slopes that are too steep for conventional equipment (2:1 or steeper) should be seeded with
hydro-seeding equipment.
Where hydro-seeding equipment is riot available for use on steep slopes, scarify the soil surface
with a chain harrow, pick chain, grader blades with chisels, hand tools, or other equipment that
will pit the soil or make trenches approximately 1-2 inches deep, 6-12 inches apart across the slope
in which the seed can lodge and germinate.
SEED SPECIFICATIONS
Seed specifications on contracts:
a. Specifications shall slate the minimum seed purity percentage and minimum
germination percentage that is acceptable for the species being used,
b. Seed containing prohibited or restricted noxious weeds may not be accepted.
C. All seed shall be labeled to show that it meets the requirements of North Carolina
Seed Law.
d. All seed used shall have been tested within the six (6) months immediately
preceding the date of seeding.
e. The inoculants for treating legume seed shall be prepared specifically for the
species. Inoculants shall not be used later than the date indicated on the container.
Twice the suppliers :recommended rate of inoculant will be used on dry seedings;
four times the recommended rate if hydro-seeded.
2. Where hydraulic seeding equipment is used, seed, fertilizer, and wood-fiber mulch materials are
mixed into a slurry with water. Care should be used to spread the mixture evenly and soon after
the mixture is made. Keep the mixture well agitated when seeding.
3. Where conventional equipment is used, seed shall be applied uniformly with cultipacker-
seeders, drills, rotary seeders, or other mechanical seeders. Any equipment that will apply seed
uniformly is acceptable. Seed ngs may be done by hand on areas where it is not practical and
feasible to use equipment. When seeding by hand, sow one-half in one direction and the other half
at right angles to the first. Cover seed to a depth of approximately 1/2 to 1 inch, depending on the
size of the seed.
When cultipacker-seeder is riot used, firm seedbed and cover seed with cultipacker or
similar equipment, before or after mulching depending upon type mulch used and method of
anchoring mulch that is used.
2. On dikes, ditchbanks, etc,, seeding may be made by broadcasting the seed on spoil areas and
side slopes immediately following excavation or spoil spreading,
ESTABLISHMENT WITH VEGETATIVE MATERIAL
1. Areas that will be subject to traffic and routine mowing in residential, commercial, or industrial
developments may be established by using grass stolons (sprigs or runners). Precaution should be
(SE-2)
used to make certain only fresh, moist planting material is used.
A. Planting Methods for Bermudagrass
(1) Prepare a smooth seedbed, shred stolons, broadcast and disk into the top
1-2 inches of soil, and firm the soil. Plantings may be made with a
transplanter or hand planting tools.
(2) Open shallow furrow 24-30 inches apart, drop clumps of stolons in furrow
and cover 1-2 inches deep, and smooth and firm the soil.
(3) Fill burlap bags with Bernutdagrass roots and soil. Place bags 10-15 feet
apart in small gullies or scouring ditches.
(4) Spread 3-4 inches of soil filled with Bermudagrass roots and firm the soil.
2, Crownvetch, kuduz, maidencane, and similar plants may be planted in furrows; excavated
holes; or with spade, dibble or similar hand tools. When planting in excavated holes, dig holes
large enough to allow roots to spread out to full length. When planting in "pot" holes or furrows,
place about a level tablespoon of fertilizer per plant in the bottom of the hole or furrow and cover
with fresh soil before planting. Set plants slightly deeper than they grew in the nursery and firm
the soil. If vegetative materials are not dormant, water during planting operations.
MULCHING
Mulch is essential on steep, erosive sites where plant establishment may be expected to be
different. On some moderately fertile to fertile sites planted at optimum time for the species, mulch
may be omitted, It is the responsibility of the conservationist to determine the need for mulching
based on the hazards involved; consider materials available; and determine specifications for the
job.
Mulching Materials:
A. Dry, unchopped, unweathered small grail straw or hay free of seeds of competing
plants - Spread at the rate of 1-2 tons per acre depending upon the site and season. Evenly spread
nutlch over the area by hand or mechanical equipment. Apply mulch uniformly so that about 25%
of the ground surface is visible.
B. Sericea lespedeza seed bearing stems at a rate of three tons per acre - This mulch
may be applied green or dry but must contain mat-tire seed. Liming, fertilizing, and land
preparation should precede application of the sericea mulch.
C. Broonnsedge hay mulch - Spread where it is desirable to establish this native plant.
D. Shredded or hammerinilled hardwood bark - Spread at a rate of 35 cubic yards per
acre. On slopes of 2:1 or steeper, increase rate to 40 cubic yards per acre. Do not apply asphalt
material to tack the hardwood bark,
E. Local materials such as burlap and pine boughs - Cover entire area; secure in place
it flowing water is involved. Do not use green pine branches where pine trees are to be planted
because of possible insect or disease injury to plantings.
F. Barnyard manure and bedding - Apply uniformly so that about 25% of the ground
(SE-3)
surface is visible.
G. Jute matting is a course, open-mesh material woven of heavy jute twine. It may be
used in place of mulch or sod and has the strength to withstand waterflow. It is an accepted
practice to sow half the seed before placing the matting. Sow the remaining half after the matting
is laid. See the manufacturer's specifications for installing.
H. Wood fiber (excelsior) is available as mulch material to be blorvm on after seeding
or as a mating to be stapled on steep slopes, waterways, etc. Seed the manufacturer's specifications
for installing.
1. Wood cellulose fiber mulch is mixed with seed, fertilizer, and water. The resulting
slurry is sprayed on with hydraulic seeding equipment. Use at the rate of 500 pounds per acre
where straw or hay is to be applied. Use at a rate of 1,000 to 1,500 pounds per acre without other
mulchirng materials. Applied in a slurry, wood cellulose fiber mulch is self-anchoring.
1. Other commercial products, such as fiberglass, and various kinds of nettings, are
available. Manufacturer's directions should be followed for applying and securing in place.
Mulch Anchoring Methods:
Another mulch inunediately after placement to minimize loss by wind and water.
Consider size of area, type of site, and cost and select one of the following:
A. Mulch anchoring tool with a series of flat notched disks that punch and anchor
mulch material into the soil. A regular farm disk weighted and set nearly straight may substitute
but will not do a job comparable to the mulch anchoring tool. The disk should not be sharp enough
to cut up the mulch.
The soil should be moist, free of stones or roots and loose enough to permit penetration to a
depth of 3 inches. Operate as near as practical to the contour.
B. Mulch nettings - Staple light weight paper, jute, cotton, plastic, or wire nettings to
the soil surface according to manufacturer's specifications. These nettings are usually in rolls 3 to 4
feet wide and up to 300 feet long.
C. Peg and twine - Drive 8 to 10 inch wooden pegs to within 7 to 3 inches of the soil
surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure
mulch to soil surface by stretching twine between pegs in a criss-cross within a square pattern.
Secure twine around each peg with two or more round turns. Poles and stakes may also be used to
secure brush in place.
D. Silt - With a square pointed spade, cut mulch into the surface soil in contour rows
18 inches apart.
E. Asphalt mulch tie-down - Asphalt sprayed uniformly on the mulch as it is ejected
from the blower is more effective than applied as a separate operation. Apply so area has uniform
appearance. Rates of application will vary with conditions. The higher the grade number assigned
each type of asphalt the higher the percentage of asphalt residue. Asphalt should not be used in
freezing weather.
(1) Emulsified Asphalt - Apply uniformly 0,04 to 0.08
(SE-4)
gallons per square yard or 200 to 400 gallons per acre
of rapid settings (RSA, CRS-1, RS-2, or CRS-2),
medium setting (MS-1, MS-2, or CMS-2); slow setting
(SS-1 or CSS-1).
Rapid setting (RS or CRS) is formulated for curing
In less than 24 hours even during periods of high
Humidity. Best for spring and fall.
Medium setting (MS or CMS) is formulated for curing
Within 24 to 48 hours.
Slow setting (SS or CSS) is formulated for use during hot, dry weather with 48
hours or more curing time.
Note - In areas of plying children or pedestrian traffic, asphalt application could
cause problems of "hacking in" on rugs; damage shoes, clothing, etc. Use types RS
or CRS to minimize problem.
F. Mulch can be anchored with rye for fall plantings or millet for summer plantings.
Use 1/4 to 1/2 bushel of rye or 15 pounds of millet per acre broadcast ahead of mulch application.
MAINTENANCE
Maintenance is the most important controllable factor in retaining an effective vegetative cover.
1. Control of Competition
Competitive weed growth during the period of establishment should be controlled by
mowing and/or with herbicides. When chemicals are used, follow current North Carolina
Agricultural Experiment Station's chemical weed control recommendations and adhere
strictly to instructions on label.
2. Irrigation
If soil moisture is deficient supply new planting with adequate water (3-4" penetration) for plant
growth at 10-day intervals, if needed, until they are established. This is most important on late
season plantings, in abnormally dry or hot seasons.
SEEDING VARIETY
Apply time and fertilizer and work into top 4-6 inches of soil. Seed mixture
shall be distributed uniformly and covered with a clean straw mulch. All
mulch shall be crimped and/or tacked to help in place material and
application rates as follows;
Material
Lime
Fertilizer (10-10-10)
Mulch
Application Rate
2000 lbs./acre
8000 lbs./acre
1.5 tons/ acre
(SE-5)
Permanent Seedin
"Rebel" Fescue 100 lbs./acre
Common Berniuda
(Unhulled Sept. 1-April 1) 100 lbs./acre
(Hulled April 1-Sept7.) 50 lbs./acre
Temporary Seeding If needed
Dec. 15 - April 15
Kobe Lespedeza 501bs./acre
Rye Grain 100 lbs./acre
April 15 - Sept. 15
German Millet 40 lbs./acre
Sept. 1 - Dec. 1
Rye Grain 1001bs./acre
(SE-6)
Circular Channel Analysis & Design
solved with Manning's Equation
Open Channel - Uniform flow
worksheet Name:
Comment: PIPE A
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0030 ft/ft
0.013
4.98 Cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
AMAX @.94D........
Froude Number.....
1.42 ft
1.42 ft
3 .14 fps
1.59 sf
0.87 ft
0.0062 ft/ft
100.00 %
4.98 cfs
5.36 Cfs
FULL
Sri r1?'

U11? Vr;r^r1v' ti' M
wU "4??V X,
i
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
APPENDIX V (1)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE Al
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0030 ft/ft
0.013
11.84 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
I
_ p
1.97 ft 2?1
1.97 ft
3.90 fps
3.04 sf
1.24 ft
0.0057 ft/ft
100.00 0
11.84 cf s
12.74 cfs
FULL
??Ea5ltl,vY
L-1223
tn
open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(2)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE B
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
D-15
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
0.0030 ft/ft
0.013
4.53 cfs
1.37 ft Is
1.37 ft
3.07 fps
1.48 sf
0.84 ft
0.0062 ft/ft
100.00 %
4.53 cfs
4.87 cfs
FULL
131
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE Bl
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0050 ft/ft
0.013
6.96 cf s
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.46 ft i6 ?
1,46 ft
4.14 fps
1.68 sf
1.03 ft
0.0071 ft/ft
100.00 %
6.96 cfs
7.49 cfs
FULL
_ c
- `P I)

.r'J^?,`?t-?l
L-1223
Open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(4)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm. ext.
Comment: PIPE C
Solve For Full Flow Diameter
Given Input Data:
Slope............
Manning's n......
Discharge........
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....

0.0055 ft/ft
0.013
48.51 Cfs
2.98 ft
2.98 ft
6.96 fps
6.97 sf
2.27 ft
0.0064 ft/ft
100.00
48.51 cfs
52.18 cfs
FULL
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

(5)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMMERCE RD. EXT.
Comment: PIPE D
Solve For Full Flow Diameter
Given Input Data:
Slope ............. 0.0040 ft/ft
Manning's n....... 0.012
Discharge......... 283.00 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
5.94 ft
5.94 ft
10.20 fps
27.75 sf
4.61 ft
0.0045 ft/ft
100.00 0
283.00 cfs
304.42 cfs
FULL
111011114", ?1
'
11,00` CAROC?y''
o ?
4
m
"s °t X141 ? r_
p ? rt.
pf7 O, r L?` p ? !L
J ? •o?o, po s`-
0
.0 C v a??
1111??00?0
lot
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(6)
i
I I
Circular Channel Analysis & Design
Solved with Manning's Equation
open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: exist 18"
Solve For Actual Discharge
Given Input Data:
Diameter..........
Slope .............
Manning's n.......
Depth .............
Computed Results:
Discharge.........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
AMAX @.94D........
Froude Number.....

Open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
1.50 ft
0.0005 ft/ft
0.013
1.50 ft
2.35 cfS
1.33 fps
1.77 sf
0.58 ft
0.0050 ft/ft
100.00 a
2.35 cfs
2.53 CfS
FULL
(7)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: pipe E
Solve For Full Flow Diameter
Given Input Data:
Slope............
Manning's n......
Discharge........
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
0.0398 ft/ft
0.013
1.44 cf 5
0.55 ft
0.55 ft
6.07 fps
0.24 sf
0.53 ft
0.0349 ft/ft
100.00 0
1.44 cfs
1.55 cfs
FULL
open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(8)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: exist 15"
Solve For Actual Discharge
Given Input Data:
Diameter..........
Slope .............
Manning's n.......
Depth .............
Computed Results:
Discharge.........
velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.25 ft
0.0005 ft/ft
0.013
1.25 ft
1.44 Cfs
1.18 fps
1.23 sf
0.48 ft
0.0053 ft/ft
100.00 0
1.44 CfS
1.55 cfs
FULL
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

(9)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: comm ext/sr 1403
Comment: pipe F
Solve For Full Flow Diameter
Given Input Data:
Slope .............
Manning's n.......
Discharge.........
0.0100 ft/ft
0.013
3.79 cfs
Computed Results:
Full Flow Diameter.....
Full Flow Depth........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1.02 ft
1.02 ft
4.61 fps
0.82 sf
0.83 ft
0.0103 ft/ft
100.00
3.79 Cfs
4.08 cfs
FULL
Agri 7?? 'r
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury,
A
(10)
Trapezoidal Channel Analysis & Design
open Channel - Uniform flow
Worksheet Name: COMM. EXT.
Comment: DITCH A
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
3.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.020
0.0030 ft/ft
11.84 cfs
Depth............
Velocity......... 0.73
2.44 ft
fps ?IAwtj,Ki
Flow Area........ 4.85 sf
Flow Top Width... 10.30 ft
wetted Perimeter. 10.44 ft
Critical Depth... 0.57 ft
Critical Slope... 0.0082 ft/ft
Froude Number.... FULL
FESS/0
L-1223 A. 0
A/K? eOpen Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 067
(11)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH Al
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
3.00:1 (H:V)
3.00:1(H:V)
0.020
0.0030 ft/ft
11.84 Cfs
0.81
2.70 ft ,?r?i;
fpS ?-I`-e l'rC"F`:, 1. VA" •/??:.c'i/'.
4.38 s f
7.85 ft
8.11 ft
0.63 ft
0.0079 ft/ft
FULL
i
.4
L-1 223 ,.:
S 0 M Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(12)

Trapezoidal Channel Analysis & Design
open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH A2
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
1.50:1 (H:V)
1.50:1 (H:V)
0.028
0.4100 ft/ft
60.00 cfs
0.69 ft
21.60 fps ?''p??+r 'a1.??xh
2.78 sf
5.07 ft
5.48 ft
1.73 ft
0.0127 ft/ft
FULL

Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc, * 37 Brookside Rd * Waterbury, Ct 06708
(13)

Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH B
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth. ..........
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
5.00:1 (H:V)
5.00:1 (H:V)
0.020
0.0030 ft/ft
7.00 Cfs
0.57 ft
2.12 fps
3.30 sf
8.66 ft
8.77 ft
0.43 ft
0.0088 ft/ft
FULL
A- 4).L?)OOY'
IIM J /1 0 , ? ?r{?.,
??• tpi
?Y4 L-1223
/ Y
/.
SUM
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
(14)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH B1
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....

???•Q?oF.?.ssro
* { L.-1223

Open Channel Flow Module, Version 3.3 (C) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 067,
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.020
0.0030 ft/ft
7.00 cfs
0.62 ft
2.33 fps :;a a:d:,,,,:; :::. i„ t ti?tt:?rt:;a+
3.00 sf +
6.71 ft
6.91 ft
0.47 ft
0.0085 ft/ft
FULL
(15)
Circular_ Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMM. RD/SR 1403
Comment : PIPE EPE5:?-iB e
Solve For Actual Discharge
Given Input Data:
Diameter.......... 1.25 ft
Slope ............. 0.000 5 ft/ft
Manning's n....... 0.013
Depth ............. 1.25 ft
Computed Results:
Discharge......... 1.44 cfs
Velocity.......... 1.18 fps
Flow Area......... 1.23 sf
Critical Depth.... 0.48 ft
Critical Slope.... 0.005 3 ft/ft
Percent Full...... 100.00 0
Full Capacity..... 1.44 cfs
QMAX @.94D........ 1.55 cfs
Froude Number..... FULL
2 ?

Open Channel Flow Module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708

(16)
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: COMM RD/SR 1403
Comment: PIPE E
Solve For Actual Discharge
Given Input Data:
Diameter..........
Slope .............
Manning's n.......
Depth .............
1.25 ft
0.0004 ft/ft
0.013
1.25 ft
Computed Results:
Discharge.........
Velocity..........
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX Q.94D........
Froude Number.....
1.29 Cfs
1.05 fps
1.23 sf
0.45 ft
0.0053 ft/ft
100.00 01
1.29 cfs
1.39 cfs
FULL
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury,
(17)
S
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: COMM EXT.
Comment: DITCH C
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.020
0.0030 ft/ft
60.00 cfs
Computed Results:
Depth............
velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
1.75 ft
cJ?..?,
4.14 fps
14.48 sf
13.52 ft
14.09 ft
1.48 ft
0.0063 ft/ft
FULL
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Wate

(18)

Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: COMM EXT.
Comment: DITCH Cl
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
velocity.........
Flow Area........
Flow Top width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
3.00:1 (H:V)
3.00:1 (H:V)
0.028
0.0150 ft/ft
60.00 cfs
1.41 ft
5.86 fps 12,t l Qa,p
10.23 sf
11.48 ft
11.94 ft
1.48 ft
0.0124 ft/ft
FULL

S
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 0670
1 M
i
(19)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: CONNERCE EXT
Comment: DITCH C2
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth............
velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....

Open Channel Flow module, version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
3.00 ft
1.50:1 (H:V)
1.50:1 (H:V)
0.028
0.4100 ft/ft
60.00 cfs
0.69 ft
21.60 fps
2.78 sf
5.07 ft
5.48 ft
1.73 ft
0.0127 ft/ft
FULL
(20)
• JA14-30-03 11:44 AM
P.02
GRAPHIC SCALE
200 400 am
( IN FEET) ? -
1 inch 400 It, f CENTERLINE OF SANDY RUN BRANCH r
111241 3irw !NlTY' SK
BcnL
TO
`??t? j r,, rt-_,- ° t ?n.a°' •' COMMERCE ROAD
(NC6II1705)
PIA, r. 60' R/W
/ \ „e Y SG6bfJ Aid ItILSL?{PHC QL
aea JNIiY?i
A-1 ft.
01,0 DATG TIIla DV:TlAh0.MAT10N OC aCCfT°II 44
n t .+ n1RIfoICTION MAY W RRURO UP'OP PM A
"RPOU NCI' TQ V4UilD a VlARa /RUM Tlaa
UATE. THE DETERMINATION WA! MAUI
177=N01111 t907 CORM OF ENWNMR5
WETLAW L2INEAnup MANUAL.
, 111 w ,4
WE eRUpN?lTQN?E ,f MpL4S-tmuyft;r
47.58 ACRES iifi891:T? NOn13111 A131o.P7a
I.kA a v 'r 7qW .M?t , NcRNQ: TNIUUUI
°a• -a r -AREA OF
... 1d O1?A1?lAG1 EASEMiNT WETLANDS
?• N! e. lero.37 11 1 `.? -m&+t- 2774 SgFt.,
+ ;1 s, 1 \ a 1 ?tti 0.04 ACRES
+7
YY' INiNNAO! lAaEMC ,^4'•-• PERM. B. IS PO. Op C?
t• A7
NTEW oT 7
._ row? yy ??eROS of nxI ":a A5 rn
- e??3>'ik71120 4••k... BANDY ,rte .• A1MA8
nu e A 1 Wr
?ntBlrx':? ",-T •r b-
Bo
DVIII AS A4
ErOt
-e ,1- - --? _
A Lll A2
NO SCALE
WETLANDS LINE TABLE
L1NL T~LENG7'H BEAR5
I.L L 21.94 95711 615"a
_
_ _ _
U7+ _
? 12.82 S27023'39*E A$ 376787.7070 Z4 2015.4193
L13 18.55 541°04'66"B
LI4 _ -_34.P4
N1222T10'6
u5 _
__ 31.64_ _ 270°53'46•W
.-_-L!U„ -_20,yy N23°59'30"W WETLANDS SURVEY

.
PROPERTY OF' H & $ DEVELOPMENT
THIS 15 O CERTIFY THAT THIS IS SURVEY
-
AND MAP WAS PREPARED IN A=RDANCE "-'-
"'-""-
WI1H THE STANDARDS OF PRACTICE FOR LOT NO. BLOCK
LAND 5URVEYING IN NORTH CAROLINA, SUBDIVISION: N/A
THAT THE ERROR OF CLSUR41&_: +1;10,000.1'HAi7H[ aNCK50NVILLE TOWNSHIP ONSLOW
INIENDEU TO BE RE 80, WITNE55'M? •S7RE11602RESS: COUNTRY CI U ROAD
IIANDAND SEAL,
{
Q?9 ,'7112/02 01/22/U3
?' S`
THIS ?' =_DArrzDOa D
d scALe i° = 4001

_.. ;t?. "-vlz.? ,ey0.ry l.`1`T?i ?/ co +wn I?@ll4' 015231 _ _ _._
M
DRAFTSRi F. WINUER1t`L
a
G

HlLRUEN t/lN1ER, P.L,$„ L-T2'?•?•?"' •• A
E
NC
28540
.ZIP NO. 0.26
[phone]
'
? PILE NOT??d33WET
_ _.-_
WETLANDS COORDINATE TABLE
POINT NORTHING EASTING
Al AB 376773.2284 2482060.8103
A2 373744.9707 2482066.6016
_ A7 775746,0113 2 9 OM.G640
M 315766.2741 24820341833

Ab 375808.1481
2482Di9,0 5i
A7
375797.8902
2462049.8345 r
ADDR'ATn-rV TTr
I-Wvcl cu Uy L I yI I L I I I(I Uf-AA rdue: Zio
City: of .Jacksonville
Planning
l cbininl , I _2111!
krisll Ashburn
tircenber;, Famm \rch!ICc..turc t:nL;InccrulR
I'? 'I lie is\:ChanUc
\ILrnta. OA Il "')
Re Ilame Dclmlr479 V astern Hkmicsmd
I)Car KIIsu.
? '.1 ?I I I ?_' Y
?'annuunr.
1'11r s)tc plan lix' the I lulnc Dcpot "Nas appnncd on Febnlnn 1 N. ?IIQ_ In CiiN ('rluncil Hic ,site plan dcplcls ;ul
apprnxlnld(Ck I I . 1'1i SCluarC 1601 )IIdIICrS supple and ictatt ; tabllshnlml that smuld hcconstrucicc near dlc,nrncr
ul't ? I I Ighun% 17 and Wcslcrn N,nulcs tud
(Tic appim,11 of-Ilse sac: plilli Is conditioned upon thi IUcllitics and inlhrstruciurc being construclcd uI acCOrctanu
I!11 11W :Ip1)1 '. _c1 plan as %%C a, !I IC condIiion ( placed on the site plan bs ('ih ('I)kulcil (sec utt;lchcd Ilsl ul
.:nndlll(rnlsl \ns (IL Ia0nn from ibis situ plan. %.ilhout an apprmcd inodllicmiun- slialt render the plan %old and of
nu Il?rl No linlher pcrrllw', Ibl cumtnrclnul or(.'cm(katC O('OcCL1PM ) `sill be issued and c. .YMILr, pCrlnlrS nlis
be <uspcndcd or resnkcd hs the/MlIIIr;l'ttlcs Administrator.
I hrs ;Ilc plan upprmal )sill cspirc hcbruar-v IX- 2111(, I lowu?cr onc-liall'ol•ilic nnprocctncnls must be completed
'.;1111111 Ix m(rnths I \uc!.us( I S. 2004):)( an c?\tellslun Mill need to be gramcd YoL, should Contact our Bulldinir,
lmpcl nods :md PlamllnL DI\ C:I(lati prior to (lla.kitlg ally' site inlproi'etltu0s
II' I :atI be of furlh.;r Islancc or pioN idc am more mlbrmuLion, please cnntacI Irlc al') I tl•V:4}i-i?V';
Snlc.crcls
?J
Khan Kitt) l ib:ul Pl;uula+
I )cs cloputcnl Sen Ices I hpannunt
1lt11cI1111C111
1;10.sumlflc POllcc Dcpt
klcksomd1c Flrc Dept
Puhltc scrslces Dept
/nnuu?. t)IIiC?r
:",( (11-li:e Ro.) 1 '\ . 'ack cm'.11!,° `.,irlh ! ,Irulina '.S--II . ?i r,! ,_ I.., ,., _1:. , , -DI . .'' I)' _
i---- ?Y L. i YI ILII ittyr-HA rdgt!; D/ 1)
l,he suhdi+ision id, or combllklp<)Ilil'Cl `.tllf?lnfltll)Il of'parccls take place ft) ilccurtUc b,
retlect parcels ,ho+ron on the Imposed ,lie [)fail
I'lle exi lMu Collc; e hlaxii Shopping Center ,kccess Kuad 11'xtC:lsiort i)I Comntrra
Road) shall be dedicated icmncdialciv to the Citv of Jackson+ille Ii0111 the iniersel inn i)I
Wc.str.rn BI',d to the wtithummost. houndaty ohthe College Plaza Inc and Renchin',trk
Ou+L+)pmenl. Corp. pwpcrties a,; depicted on the attached site plans, and ilcceptancc of
rit,ht-ul ++av ,,hall he wilditioned upoll the Hollowing
\ I•lle,lpplicairt shall ensure That title Insutanec is provided iur the pt oposedMicet
16r a ntinmm?n of 5500,000, and
I itlc insurance must indicate that the proposed titreo is clear ofall MOFIL;a,,e
andior other tills exceptions. excludin-1 the casement granted tO Propco, I I C. it
\ (. LLC, as recorded in Onslow ("OUntV RCL?iStrG I3OA I ; 15 PatIe 601 Mid
CNclUL1111, any other title matter, [hill would not inh rferr mth the proposed city
stn et its dovi-mincd by thu Citv Attornev, and
The 2tppllctult shall cnlcr Into an agreement with tl,e ( it•v uI' Jackson'villc and
prop ide to they Uity a tinancial guarantee in the lbrm of a certificate of deposit.
Cash- sir certified check in the required amount necessar? to ConStntel the
cont:re(c monolithic island referenced in the. Jarnrarv ? 1. '00.+ NCDO I' I_Cttet
i Pass item `'+) The financial 'i-mar,tntee shall be _lot)(1 for it period ul five
vrais and may he condemned during this period by the ('it')' of Jacks(>nvillc it the
,\4'CI:>0 V requires the installation of the island. If the island has not been
identified as it requirement +vithin the surnc Five-year pcriod, the linunciill
,uartnte+: ;Iiidl he re.le;tsed by the City of.lacksonvide.
C'onlrnerce Ku ad shall be Constl-ucted li•tuY1 the southernmost boundary ol'the Colle?c
1141za Ilic (back oft uod L lml) and l3enchIMA Development Cure (I lontc Depot
propcrtW, to C'r)unU? Club Road within two (2) years of the issuance ofa Certificate Of'
occupdncv by the City itf Jacksonville ti)r Iforce Depot
t Prit)( to 1. lit! issuance ul"a Cell iflcate ol'Occupancv for I Ionic 1)cprt, an a`,reement shall
he CNCCUtcd I'M the R)nSttnCIRM Uf the improvernents ouilincd in 4;3 above and it
linJJlCl' l `tuarantee f0i the improvemems mu.tit be submitted it) and accepted by the t 'itv
c)f'JdCksonvlile The tinaticial euaramee may be in the firm ol'a letter ol'crecht payahle
to the City, a certificate of deposit, cash or certilied check in the required amount
11e12 e,;sar7V to ct)rnpletc the Construction of this roadway If the extension ufC'ornn)er!;e
a: oullined n :'; above has n(lt hecn Constructed within the abo+u pleicribed two (')
•.ettl period the Jacksonville City Council may extend the aureemcnt and financial
guar;u)tcrc iii i;t)I1dC1r111 tile. IIt18nClilt tlttar'antee and construct the ruadw:rv
rwvci cu uy L i I L I II i iiyrHn rdye. 4/ D
'I he luulwtied c"'tcu.mmi of( umn,u ce Ituad born Western BOLD! vard to Cou llry Club
Road ;hall he constructed in accordance with ,.do pted ,landards for a _.Wt street fhe
width of [lie pr;po?ed oty stl'Cet shall be J I-Ibot a:, treasured FFORI the hack ??fcurh tr>
the hack ol',:urh
c, ('01111>lianre Wth all ;N( DO I rquirements detailed nt the'\i('I)O'i danuarv 21 .?001
letter to the ('itv ui'.lack.,onvillc (Attachment H
T J
GRAPHIC SCALE
400
),J
LS
ti
,u
b
0
'i
I ?,

0 200 400 800
( IN FEET )
1 inch = 400 ft.
C,
C,
Ise, SR'Qf;
1600
CENTERLINE OF SANDY RUN B RANCH
LINE DESCRIPTION BEARING DISTANCE
A TO B S2729'30"W 88.26'
BTO C 529•3o'sa'W 93.16'
C TO D 575'41'44'W 211.74'
D TO E 574.32'41'W 109.40'
E TO F S74'32'42-W 102.02'
F TO G 575'11'42-W 104.30'
G TO Ii S74.OT42"W 115.00'
H TO 1 S55.30.42'1V 246.94'
1 TO J 556'58.38-W 46.35
I TO K 549'31'35'W 207.5T
K TO L 555'10'39"W 75.51'
LTO Ft S67'21'48'3V 163.13'
H TO U 551'48'58'NV 190.92'
N TO O 557'08'47'W 76.93'
0 TO P 588.15'S6'W 86.87'
P TO 582.31.002W 169.47'
COMMERCE ROAD
(NCSR 1705)
? <.' 60' R/W
CERTIFICATE FOR THE U.5. CORP. OF
ENGINEERS.
THIS PLAT IDENTIFIES AS WEILANDS ALL
AREAS OF WETLANDS REGULATED PURSUANT
TO 5ECTION 404 OF THE CLEAN WATER ACT As
DETERMINED BY T11E UNDERSIGNED ON THIS
DATE. THIS DETERMINATION OF SEC-TION 404
JURJSOICTION FLAY BE RELIED UPON FOR A
i
CENTERUNE OF
WATERS OF THE
47.58 ACRES UNITED STATES
(a.k.a. SANDY
RUN BRANCH)
BOTTOM WIDTH - 6'
DEPTH = ±5 ,
x
20' DRAINAGE EASEM
PER M. B. 18 PG. 2
AREA OF
WETLANDS
1774 SgFt.,
0.04 ACRES
a I _ A6
.K. ??,, I r- 61S
A 7
ENTERUNE OF
-•- WATERS OF THE .°0 .
rulNr U' UNITED STATES AS `
` E 7481670 7300 (a.k.a. SANDY r r 1 <rv'
RUN BRANCH) ?jp A 1 =A8
--_ =?- 150
.. ,.•.. ._-- . •P- 'o' BOTTOM V'/IDTT{ _ 6• T>>t , A4 .
DEPTH = t5' 4 1 ---_ --_ -----S ?J?' O
__ -------- -- ----- ?r1
A3 L11 A2
LVO p31 INS 1
.s?a•=^; _ ?'uN?R Fi• 1 NO SC CALE
WETLANDS LINE TABLE
LINE LENGTH BEARING
LID 28.85 N11034'56"W
_
_
L11 61.94 587016'55"E
-- 1.12 22.82 S27°23'39"E
L13 28.55 S41°04'56 "E
L14 20.94 N12027'10"E
I15 31.64 N70053'46"W
L16 26.99 L N23°59'30"W_
I I IIS IS TO CERTIFY THAT THIS IS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
I f MF I-IiE ERROR OF CLOSURE IS
11:10,000. THAT THISiMAP ISNOf-
INTENDED TO BE RECORDED,`WITNESS M`l';
IIANDAND SEAL.
i I II S DAY 2003
BARDEN LANIER, P.L.S., L-?2
WETLANDS COORDINATE TABLE
POINT NORTHING EASTING
Al/A8 375773.2284 2482060.8103
A2 375744.9707 2482066.6016
A3 375746.0113 2482044.6840
A4 375766.2741 2462034.1833
A5 375787.7970 2482015.4193
A6 375808.2461 2482019.9351
A7 375797.8902 2482049.8345
WETLANDS SURVEY
PROPERTY OF: H & S DEVELOPMENT
LOT NO. BLOCK
SUBDIVISION: N/A
JACKSONVILLE TOWNSHIP ONSLOW COUNTY
STREET ADDRESS: COUNTRY CLUB ROAD
PERIOD NOT TO EXCEED 5 YEARS FROM THIS
DATE. THE DETERMINATION WAS I•IADE
UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAtW DELINEATION FIANUAL.
luA <;? (- -03
SIGNED DALE
NCGS 'COLLEGE'
AIM'A" UAD 81 VALUE
376017.6705 NOA T111NG; 376249.9791
E 2483469.0587 EASTING: 2464176.8821
//
20' DRAINAGE EASEMENT 'D' - i
PER M.B. 18 PG. 27 l
-tir
s 0.`E
•? '1 r III 3` 5?, '1 d `I ' '' ?cONO
?`T1
/
/
0
z
0
U
Z

/
/
/
I
I
1
I
/
/
/
/
/
I
I
I
I
,i
1 ?x
N,
}
TOTAL BUILT-UPON AREAS
• TOTAL BUILT-UPON AREA (PAVEMENT & CURB & GUTTER) : 79,169 SgFt.
TOTAL BUILT-UPON AREA (SIDEWALKS) : 17,834 SgFt.
?\ • TOTAL BUILT-UPON AREA (COMBINED) : 97,003 SgFt. - 2.23 ACRES
IN.
,J
1
1
1
C
-77
d 11
Q 1
0 1
ad 1
1
- 0 1
0 -------
200

/ C
i
i - ------------
6p, RAW
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
EXHIBIT MAP FOR BUILT-UPON AREAS
FOR:
EXTENSION OF COMMERCE ROAD
)o JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
DATE: APRIL 22, 2003 DRAFTER: F. WINBERRY
SCALE: 1" = 200' ZIP ? 18
F.B. 461 PG. 7 FILE NAME: 025231BUILT-AREA
WO#: 025231
APPENDIX VTTT
LISHIFR
SURVEYING COMPANY
Qn ? Brent A. Lanier RLS
FILE Barden Lanier RLS
LANIER SURVEYING COMPANY, PLLC
PO Box 1237, Jacksonville, NC 28541-1237
239 New Bridge St. Jacksonville, NC 28540
[phone] • Fax [phone]
Q E- MAIL : BLanier [e-mail]
June 17, 2003
Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd
Suite 250
Raleigh, NC 27604
ATTN: John Dorney
Mr. Dorney:
Re: Extension of Commerce Road
Action ID: 200201215
DWQ - SW8 030527
Please find enclosed with this letter the following items for your review:
1. A Vicinity Map with scale
2. A USGS Topographic Quad Map
3. NRCS Soil Survey
4. 7 Sets of Plans (24"06") Sheets 1-12 for DWQ
5. A copy of the NCDENR DWQ Application
6. A copy of the map showing the 404 Wetlands.
7. A copy of the Letter of Approval from the Jacksonville City Manager's Office
The extension of Commerce Road plans have been approved by the City of Jacksonville.
Benchmark Development Corporation is obligated by contract with Home Depot to construct the
extension of Commerce Road. Benchmark Development Corporation purchased the area where the
extension of Commerce Road will be located. The property located to the east and to the west of the
extension of Commerce Road is owned by others.
Please do not hesitate to contact me if you have questions or need additional information. My e-
mail address is [e-mail].
Sincerely,
Barden Lanier
BBL/ks
Enclosures
• Residential Surveying • Commercial Surveying • Government Surveying • Wetland Delineation • Construction Surveying • Site
Planning • Topographic Surveys & Location • Subdivision Design • Electric Data Collection • ALTA Surveys • Input & Output in
various types of formats interactive with most CAD systems • GPS - Global Positioning System
Office Use 0111y: Form Version May 2002
USACL Action ID No. DWQ No. SW8 030527
r]f:,,,v n:,rtirnlar item is not aoolicable to this protect, please enter "Not Applicabt/A".) , .
1. Processing
1. Check all of the approval(s) requested for this project: -
?X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from E)WQ
? 401 Water Quality Certification
2. Nationwide, Regional or Genera] Permit Nttnlber(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
11. Applicant Information
1. Owner/Applicant Information
Name: Benchmark Development Corporation
lvlailingAddress:_ P.O. Box 1237
Jacksonville, NC 285,41
Telephone Number: [phone] Fax Number: [phone]
L-mail Address: laniersuryeying@coastalnet. com
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:
Colllpany Affillatloll:
Mailing Address:_
Telephone Number: Fax Number:
E-nail Address:
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 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. Nameofproject: Extension of Commerce Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 346-22,8
Location
County: Onslow Nearest Town:_ Jacksonville
Subdivision name (include phase/lot number): N A
Directions to site (include road numbers, landmarks, etc.): From intersection of NC 24
US 17, go North on US 17 1.4 miles to Bell Fork Rd.; Go North on
Bell Fork Rd 0.5 mile to Country Club Rd;Go Northeast on Country
Club Rd 0.7 mile; Project on the North side of Country Club Rd.
Site coordinates, if available (UTM or Lat/Long):Lat 34'46.2'/Long 77'23.6'
(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): 2.38 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Sandy Run
8. River Basin: White Oak _
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at llttp://li2o.eiii-.State.IIC.uS/adnun/maps/.)
9. Describe the existing conditions on the site and general laud use in the vicinity of the project
at the time ofthis application: The Home Depot project is located to the north;
Arnold Park(single family project) & single family lot to the east•Country Club
Rd. to the southlKeystone Contractors Partnership & US 7 to h west;Sandy Run
Branch runs across the property and borders Arnold Pa.rk.All property slopes to
Sandy Run Branch.The 404 Wetlands (0.03 ac) located as shown on plans.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The equipment t,
be used: Bull Dozer, Dump Truck, Grader,& Track Hoe.The project wi.
require heavy grading.The clearing,grubbing,and grading will incluc
the drainage areas for placing the excavated materials from the
street and drainage ditches.The areas of land disturbed that is not
covered with the street and sidewalks will be graded and seeded.
1 1. Explain the purpose of the proposed work: The City of Jacksonville required the
construction of The Extension of Commerce Road for the Home Depot
Project approval.Benchmark Dev. Corp. sold the property to Home
Depot and entered an agreement to construct the road.
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. 111CILIde
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 "vith
construction schedules.
DWQ Protect # W 030527
The project was submitted to the DWQ May 23, 2003. See
attached Stormwater Management Permit Application
V. Ruture 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 at this time
V1. 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
flan. All wetlands and waters, and all streams (intermittent and perennial) nulst be shown on u
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: See Extension of
Commerce Road Narrat- i ve (St ormwa r Manaae_m_en.t: pPrmi t App.)
2. individually list wetland impacts below:
Wetland Impact
Sitc 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***
0 --

* List cash impact separately and identify temporary impacts. Impacts include, but are not limited to: mecnaaiMi cicariag, giuaing, 1111,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both stnleture and flooding.
** 100-Year (loodplains 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 FEIvIA Map Service Center at 1-500-358-9616, dr
ht??:/haww.l'ema.go -.
online at
+k*k List a wetland type that best describes. Welland 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 USAGE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0 _ _.-
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on 111, 11))
Type of Impact* Length of
Impact
(linear feet)
Stream Name""
_ Average Width
oI'S( eam
Before Impact Perennial or
Intermittent?
( Tease s ?ecif )
1 Ri ra 30 Sandy Run 8'
2 2-59"x8
' 80 Sand Run 8'
_
3 _
Gabion 24 Sandy Run I
4 Rip rap 20 Sand Run 8'

* List each impact separately and ideatiN temporary impacts. Impacts include, but tine not iiauted to: cuiverts ana associitca rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilizalion activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, ctc. If steam relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Sliculn 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 tit 1-500-358-9616, or online at
???WW?.u-sg.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., w w totiozone_cilm,
?vww.niaUucst.coni, Cie.).
Cumulative illlpacts (linear distance in feet) to all streams on site: 135 '
Page 8 of 12
I
?iC? GE ?? d r
(fo

31 (20'x20')
UTIL rY EASEME

ti Typ.
\ \ o
\ \ M.H
> \
\
`?
40 L.F. 8' SAN. SEWER
INV
\ 0 1.00% GRADE
\ \ ' I '
\ 5' WIDE 1 JOINT 8
D.I
WATER CE D
\ SIDEWALK AT SEWER C SSING
SEMENT TYP.

\ 1- 8"x6" TEE
\
C 1- 6" GATE VALVE
\ \ \ s 1- FIRE HYDRANT -
\ \ \ T
9
M.H.3

=ME \ \\sF \ .t1E?
\ \`?v \\ \ SPN SE
`
\ TOP 32
4'
C
B F 8
UNDISTURBED OP WALL 3
NV. o 23.24'
RIP .
.
.
C.B. INV. 29.2' Z O ?
Z
NATURAL SLOPE ' D-3 (IYP.)
T
9
HICK
4'-6' HIGH \ \
ABIOUS O \
\ 40 L.F.-1 PIPE @ 0.50& GRADE
D-9 \ 60 LF. M.H. 2
'
DIP 20 LF.-24
IPE @ 0.60% GRADE
HEAD LL % ?u
F`pp
\
\ % r1 5 / C.B. TOP 32.4'
C.B. INV. 29.0' ZpNE
P
ALUM. WING P
}00 96 L.F.
\
P - 9* THI
RIPIPXRAP 9' THIC
6' R
C

K
K,
PANEL (TYP.) \\
\ 9
\ DIP D-24
E
. M.H. 10
OP: 32. 5'\ \
V: 21.1 ' S /
\

T
68-1 \ T
E
S
INV
28
' F
.
.
.
.
.
110 L
8.0
F. DITCH @
\
\\ \0.30% GRADE WITH

6' RIP RAP 5:1 SIDE SLOPE
\ \
12' WIDE
80 L.F. 59"xS " 9' THICK @ EXCELSIOR BLANKET

FLOW PIPE RCH
1'h:1 SLOPE
fl 9 20 1
D-28 O

a @ 0.40% GRAD OP HEAD WALL 30.46 O 0' NA RAL
NV. of PIPE 23.56'
\
??
3.06 ACRES
$ D-8 \
FFER
B,

?f1??
S / Gy UNDISTURBED \ \ \
P? R \ NATURAL SLOPE 3 EADRAINA E \
? \
\
? 30' PER NEN?'
\
/
\ \
\ /
UTILITY EA MENT \

\ 1- 8"x6" TEE
" N AS PER D.B.862, G.234
1- 6
GATE VALVE
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 nut ?)
Type of lmpact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Walerbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
1 0.06 Sand Run Branch

List cacti impact separately and identify temporary impacts. Impacts Include, but fire not linuteu to: fill, excavanon, ureagmg,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the metliod of construction (e.g., dam/embankrnent, 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
V11. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the prop osedl.itrip acts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The City of Jacksonville and the N C D 0 T required the road
to be located at this location. See the attached City of
Jacksonville_-_C.it-y_-C?t?nc-i.1 a?rovalr nn condition of construction
of Extension of Commerce Road.(See VI-1 of this application)
V111. Mitigation
DWQ - In accordance with 15A NCAC 214 .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
USACL - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published ill the Federal Register oil March 9, 2000, mitigation will be required when
necessal-y to ensure that adverse effects to the aquatic environment are Millilllal. 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
I'unctions and values, preferable in the same watershed.
I f mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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 DIAIQ's Draft Technical Guide for Stream Work. in North Carolina, available at
http://h2o.enr.state.nc. us/ncwetlands/strnlgide.htrlll.
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 [lie, current site conditions and proposed method of construction. ]'lease 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 littp://h2o.en1'.State.11c.us/wrp/index.lllnl. It' use ol`
the NCWRP is proposed, please check the appropriate box oil page three and provide the
following information:
Amount of stream nnitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres):_ N/A
Amount of Non-riparian %vetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres):_ N/A
Page t0 of 12
IX. Environmental Documentation (required by DWQ) '
Does the project involve an expenditure of public (federal/state) funds or the use of public
(I`ederal/state) land?
Yes ? No X?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)'?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No 1XI
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian ind Watershed Buffers (required by DNVQ)
It is the applicant's (or agent's) responsibility to determine, delineate and Waal) 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
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No VI If you answered "yes", provide the following inl'ormation:
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 bllffC1-
multipliers.
t ?
Zone ?? Impact

(square feet)
Multiplier' Required
?4itigati
o n-
1 --- - 3
2 1.5
Total
Zone I extends out 30 feet perpenclicular trom near banK of cnannci; t-011C % CXICnos ?n
additional 20 feet fiom the edge of Zone I.
Page I 1 oh 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.
N/A
X1. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stortnwater controls proposed in order to protect surface waters and Nvetlands
downstream from the property.
See The Extension of Commerce Road Narrative (Stormwater
Management Permit Application)
X11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The City of Jacksonville Public Sewage System
X111. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X?
Is this an after-the-fact permit application'?
Yes ? No X?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these, permits. However, 'an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-clown schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Approval of this project is needed in order to construct
improvements and to stabilize the site before hurricane
season begins and before winter conditions prevent construction
and stabilization of the property.
Applicant/Agent's Signature f Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
LIAIu
?jl i? gp-5•f 21Af
It I
4 C C
?lO,y
_ VI!
,u
?_ rv
PAHKW000-r?)) LI,
YI111?15? -
? rvo<<<<?dtwo?j,?s
PAI-tKJ9%)(1) LL-LM. O\ {j
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f0 (lFp „?.l? i o: -NO I
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OI('6
?L (L R-. L-' (U
)OKVI ..W,,) <. 0 , C)
V-VIL"t
?.
y 0
2 8 4 0
L
i??% canna
A1101i
CBIHAL
0 1000 2000 3000
Approximate Scale of Feet ^
N/\
SITE MAP I

PUN
a
S\\ JACKS
'OLLEGE
PARK
COAS1 AI_
C
CO
NVILL
MALI
EI
?F
T.
-I- _-----_--_____?-
--- "Plllllpkin Ccllter 47'30„
BM 50
Jacksonville lBM 41
Airport
BM 47. '
/t, M 33
"51
p Golf
Course
BM /r
C??1 : ,? C. ??? ???:.w 43 III i?
/lam % ' BM 40 0
Grave \
/ Q0 Celli
\7 \v J? j i OP 4> u
? ( ? ? l1 I ?? ? ? ?? Cu,ImLal C,uu?jna
Cunnunnll y gplllel;e
'mil /\`""I \; ?,? ??::/^? ?S 3 11470A, II
(FOREST oVE -LAVE
-- -
--
au50
L. Hawkside (. ,
?. ?12QT)ttflL ??BM jj uw 'que V BM 26 AA / / „• ??ri •
GYl \1?\? r• ?•/?I
-bike
•ri r BM
40
Alt bn,.d dio Towerr• ?•
(WB
ci, BS)
,?o?'? ?-- , • :?' I
A
i i (`OUllt
dory \\`\'`/ \? ? ?? ?•WT ??/ ? -:???
Memo ial Hospital
t - 17
B K'? -49
VC1 it C/1 26 -
%? \?? Q-.Eell Fork ZSLAM
bstatlon
\ iaWashingtou
\ h?l Chapel
Radio Tower; ` .
M 12 O?, * /?k ./?•.
3 slmm n? ?Sandy Run \ .? B ?ac?F A_ j?I: 6'
WT ,l: ,? •. ?:•
J
Ra io Tower.
Nov River i ?? p rte'; ?? - ?¦ 'w ? •
k J
in auw??
xf? ?, ; ?r , V L i /? 4/u 48 N
/ c Ch • off
tSeu J''nflt •?• / I.
v7
Sch
25' z79 280 Al uaT`281a-cso-Quito sunvov HesruN.vu"Z82uon77"2230„
ROAD CLASSIFICATION ?y
I null ?
Primary highway, Light duty road, hard or
hard surface ------- improved surface "y
FGL?,
Secondary highway,
hard surface Unimproved road
Interstate Route U. S Route State Route
N C
QUADRANGLE EoCATION JACKSONVILLE NORTH, N. C.
N3445- W7722.5/7.5
"1978
AMS 5553 IV SW-SERIES V842
-IFE1 Nl1MFIER 211
&??.
Illu
Ghti';
??Y I
l
? J8i 000 FEET
1
i;
'17
h
h
N
c
0
34°45'110"
77°22'30'
2 MILES SOIL SURVEY MAP
2 IULUML I EIIS
GRAPHIC SC
400
IJ
¦ ll
L
b
0
m

0 200 400 800
( IN FEET )
1 inch = 400 ft.
JCS Q\s??

Q`s?R? a
1600
CENTERLINE OF SANDY RUN B RANCH
LINE DESCRIPTION BEARING DISTANCE
A TO B 527.29.30-W 88.26'
BTO C S29.3O'58'W 97.16'
C TO O 575'41'44•W 221.74'
O TO E S74.32'41'1V 109.40'
E TO F S74•32'42W 102.02'
F TO G 575'11'42-W 104.30'
G TO H S74.Or42 W 115.00'
H TO t S55.10'42-W 246.94'
1 TO l S56.58'38'W 46.35'
3 TO K 549'31'35'W 207.57
K TO L SSS'10.39'LV 75.51'
L TO H 567.21'48'W 163.13'
H TO N 531'48'S8'W 190.92'
N TOO S57.08'47'LV 76AT
O TO P 588.1556W 86.87'
P TO 582.31-00-W 169.4r
ITY SKETCH
COMMERCE ROAD
(NCSR 1705)
?. 60' R/ W
CERTIFICATE FOR THE U.5. CORP. OF
ENGINEERS.
THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS OF WETLANDS REGULATED PURSUANT
TO SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS
DATE. THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE REUEO UPON FOR A
/
CENTERLINE OF `
47.58 ACRES UNIT o STA S
(a.k.a. SANDY
RUN BRANCH)
BOTTOM WIDTH 6'
\ DEPTH = t5' /

20' DRAINAGE EAST
PER M.B. 18 PG.
AREA OF
WETLANDS
1774 SgFt.,
0.04 ACRES
s - A6
•K- ??.' - tIS
H L r
. . . A7

_._. ENTERUNE OF
WATERS OF THE
_-
0
? rover .0.
- - 11 375127.7256
N UNTTED STATES __
=-
r ` AS

? .
.
E 2481670 1300

"
- --i (a.k.a. SANDY

RN RANCH)
U B
' r

7 ?KKvvv111
-a-

Al=AB
.-"
."-" _--
p •v' BOTTOM Y/IDTH 6 1?, 1 ,
A4 2 • r
- ' DEPTH = t5' 1
1 ---- S ` lp ~O
------- ------
----
_ A3 Ll l A2
pO
CLv Ao? INSET 1
-=x=? ?uN?RS R• Yd NO SCALE

WETLANDS LINE TABLE
LINE i LENGTH BEARING
__-
1.10 li 28.85 N11034'56"W
-
Lil
- [1.94 S87°16'55"E
-
--1.12 22.82 S27023'39"E
1.13 _ 28.55 S41004'56"E
L14 20.94 N12027'10"E
L15 31.64 N70053'46"W
I.16 26.99 N23°59'30"W
T l IIS IS TO CERTIFY THAT THIS IS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
I HAT I IIE ERROR OF CLOSURE IS . 1 1.
11: 10,000. THAT THIS/MAP ISNO5-- "`• -
INTENDED TO BE RECORDED,'WITNESS M?','
IIANDAND SEAL.
I I I I S DAY' JIJ??I/l 2003
Ili J' .t. ?r
BARDEN LANIER, P.L.S., L-?'L
WETLANDS COORDINATE TABLE
POINT NORTHING EASTING
Al/A8 375773.2284 2482060.8103
A2 375744.9707 2482066.6016
A3 375746.0113 2482044.6840
A4 375766.2741 2482034.1833
A5 375787.7970 2482015.4193
A6 375808.2461 2482019.9351
A7 375797.8902 2482049.8345
WETLANDS SURVEY
PROPERTY OF: H & S DEVELOPMENT
LOT NO. BLOCK
SUBDIVISION: N/A
JACKSONVILLE TOWNSHIP ONSLOW COUNTY
STREET ADDRESS: COUNTRY CLUB ROAD
DATE: 7/12/02 & 01/22/03
SCALE: 1" = 400'
F.B. 461 P. 7
SUMnE"N ' COiNPAf4Y
239 NEW BRIDGE STREET
JACKSONVILLE, NC 28540
[phone]
SRE
JOB NO. 025231
DRAFTER: F. WINBERRY
ZIP NO. #16
FILE NO. 025231WET
PERIOD NOT TO EXCEED 5 YEARS FROM THIS
DATE. THE DETERMINATION WAS MADE
UTIUZING THE 1987 CORPS OF ENGINEERS
WEn-MW DEUNFATION MANUAL.
?- -D3
SIGNED} DATE
Y
/ NCGS'COLLEGE'
/ POINT 'A• NAO 83 VALUE
:.'N 376047.6705 NORTHING: 376249.9791
2483-469.0582 EA5IING: 2484126.8821
20' DRAINAGE EASEMENT
PER M.B. 18 PG. 27 t" \
dt,
1 1 1 1 ? y," W "" \N Q-t
60' N -. T 5?' b0
1
2003/06/12 16:53;12
Powered by LightningFAX Page:2/6
City of Jacksonville
Planning
I uhruan _' I _'uu;
Kr slt Ashburn
tirccnbar,, Fan a+? \r\ ulxturc l:n L;irlce1lne
)??? Ihef:?uhaneu _
I(c iionle Delmtr 471 V?cstcrn liottfc\md
I )t:ar Krtsu.
?` ;qyh
I Ii ,rtc plan I'ur the I Icute 1)cpc,t \eas ;tpptmcd on FcbrnnrN i ti, 2OD_; by Cite 0)uttcil. I'Itc site akin depicts ;ut
uppiosrmmel•, I?1. 47istyumrcl6urlhurldcrssupph•andretailcstablishmcntthat+???l?lhecanstruutcdneartJtucnntcr
uF('ti Iheht?at ) ?and Wcslcm PoifIo;ud
I'lu approtal ol•Ihu "Ilk: plan is condmoned upon the Iauuilities and tnlhastrttcturc being constntclud in ikxoWjnw
will the ;tppro\ed plan as +%ell as he ctmdrltons plaue;d un the site plan b\ CitS Council (sce crunched list ul
LnnttIIIOfIs) \n\ dry rtltnn Isom thi; situ plan. tt ithou t an apprn\cd modtliC;I110n. shall render the plan %old and of
nu 1KuI No futlhcr pernuts (hi construction nr C' rulieute of Occup utr) `sill be issued and c,\tsun perm is nark
Ilk ;uspeudcd or rc%okcd bs flit /nimig/Codes Aduunistra(or
Ihts site plan upprasal tktll c\prrc Fcbruan IX, 20i)tr Il(mescr unc-halfol•lhc impi-mcmcnis must bccomplucd
t\Ithm IX months ( •\ut!,ust I S. 20114) of ;ut c", tells' loll trill need to lid gramcd You should contact our Building
Impct i1otls :aid Planlung Elk e;utns prii,r to MJ.hin6 and site irnprm-!ntCttls
[F( .;ml be of Iurth.r us,tstancc or pros ulc :m\ nmrc (rdbrination, plcuse utntact trtc al `) 11)-Va}i-??\L+
5ntucrclt
K\an Kill! L rbon Phiotmm-'
Do doptllunt Sun icus I )cpanrttrnt
lkILICl)ittcnt
f luct sumilJc P011CC ih:PI
I,n:k?nnttllc Ftic DQp(
Public tiet\'wes Dept
/nunu?, OIliccr
???St ,)(?I: ?` lif.).? i_'k • .aei.'•,)nAII?,°. ?.. irl It ! dri?i', Ila ?.?'-II ? ',Int ,_ "+(, ? .. U i;; J??_p?,+i • I)I ):: ??11(,t 1`,..`??`-
2003/06/12 16:53:12 Powered by LightningFAX Page:3/6
I The stlhdll Islun Rlld,"or Ct)n161i1c.tlOllil'tCCtlJbinil[1On 4 parcels take (dace to dCCllratehr
reflect patois ,110wn on the prtlpilsed site plan
Hie cxisimg ('ollege Plaza Shcppino Center Access Koad (I'.xtension cil'C nlnlercc
Koacf) shall be dedicated immediately to the. City uf-'Jacksom iIle from the intersecuon of
`44'estern 131-?d to the southernmost houndarti' of the College Plaza Inc and Benchmark
I)C%ehlplnent. Corp ptoperues a., depicted un the attached site plans, and ,jcceptancc of
right-,)I' tk'av ;hall be wriditioned upon the toilowing
A The ,lpplicant shall ensure. that title ins trance is provided cur the proposed street
fi)r a 111111111111111 Of S500,0(10, anti
13 'I itlc insurance mist indicate that the propL)sed ,trect is clear ofall morl.;m;e
anchor outer title exceptions, excludin.: the case'rrlent .;ranted to Propcu, I I (. a
LL(:', as recorded in Onsh)w County Kegistrv Book 171 5 I'algc 001 and
eNcluding anv other title (natters thit would not interfere with the proposed city
strut as delcmiMed by the City Attorney, and
TI1e applicant shall Infer Into an agreerllent with the City of Jacksonville and
provide tc) the City a tinancial Guarantee in the iorm t)f a certiticate uCdeposit,
cash. Or certified check in the required arntlunt necessary to construct the
Coll rete. nu)nolithic island referenced in the January - I . 2003 NUDO F Letter
(Page item ,,';) the linttneaal -uamritee shall be good fo1- a period ol'five
years and nma he cOn(lemned during this period by the ('icy of Jacksonyillc ifthe
NCDOV requires tile installation of the island. If the island has not been
iclcntilied a., a requirernent within the same fire-year period, the linancial
,uarantee ;hall he released by the City of.lacksonville.
('01111'nerCe Road shall he colistructed fron'1 (be soul}Iernmo.)st hoUndary of the College
Plaza Irle (hack ufl o(-id Lion) and 13enchtnark Development Corp iHonle I)epot silt.:)
properties to ('ountly Cluh Road within two (2) years of the issuance ot'a certilicatc of
tla•upancv by the City ill'.lacksonville tier Ilome Depot.
Pilot it) the issuance ot'a ('ertificate t)t'Oecuparlcy fbr f Itlnlc I)epnt, an aureenlent shall
he executed 1111- the C011St1 mCULM Uf' cite inlproverncnts OUl lined ill >13 etbove and a
tinancial Lwarantee l6r the itttpruventems mum he submitted to and accepted by the 1'ity
c)fJacksonville The tinancral ¢uaratltee may he in the torm (if 'a letter Of'creclit payahk
to the 011 , a CclYillicate of deposit, cash or cerfifiecl check in the required anwuut
necc.,sa1? to t,(ullplete the 1:011sttalctloil of this roadwav If flue extension A'Cornnlerce
is llwlined in =3 Ithtlve, has DOt hCCtl C011SttatCted within the abovo prescribed two (2)
Neat petiod the Jacksonville (:icy ( t)uncil may extend the agreement and financial
guartlrlteu tar ?:widenm the linanciai tuaratltee and construct the roadway
2003/06/12 16:53:12 Powered by LightningFAX Page:4/6
Tile Im:l t)"cd extension ot(uminercu Road born Western T3uuICVard to Country Club
Road ;hall he constructed in accordance %. Jth adopted standards ficm a city street flee
«idth of the: pi-oposed city sweet shall he 1 I400t aS tncasttr'ed Cram the hack ofc'urh to
the hack of :;urh
('ompliance kith all N('DO 1 requirements detailed in the \4I(TO'I JanUBrV 31 -100)
let(cr t() the (. ity of.lack.,onvillc. (Attachntew hl
y1 i
'Qy ~yC'
g a ~ RIGHT-OF•WAY
~ ~ o~ o 60.0'
~ Q ~t~ cP~ v~~ }
~Rr o~` a
~ so R Z3 °9o u.
o ~r ~
~ w ~ SAND ASPHALT
~0 ~ OVERLAY c
SITE ov`'~`o°° 5.0~ 12' EXISTING 12' EXISTING 0'-12' f ~ a 5 ~ EXISTING PAVEMENT PAVEMENT 1'h" PAVEMENT WIDTH ~ 5.0' Z ~ VARIES ~ g M
x SHOULDER ~ ~ r ~
NORTH i SAND ASPHALT OVERLAY 1'h' PAVEMENT Y1"; ;1 ~ '.1 SLOPE ~ ~ TRACT 1
tit ~ ~ - ~~~TT" ~ ~ ~ ~ ~ 1 11 A.E. ~ c ' ~ 3~1 g aN d o M.B.44 PG.58 LOPE *SLOPE ~ ~ '
\ ~r~~.~r~L r1 Jr y' i J G~0 ~ ~ El(15TING A.B.C. ZO U
y SLOPE UNIFORM m TO EXISTING LANE
c°° 3
VICINITY SKETCH NO SCALE 2 COUNTRY CLUB ROAD N.C.S.R.1403 DETAIL
D NO SCALE
w
w
LEGEND: l
' RELOCATION OF
DOTM =DEPT. OF TRANSPORTATION MONUMENT ~ FIRE HYDRANT POWER POLE AND
TC =TOP OF CURVE ~ POWERLINES TO
EP =EDGE OF PAVEMENT w TC 3711' BE RELOCATED BY TP 36.19' JONES•ONSLOW EMC
=EXISTING FIRE HYDRANT ~
=CONCRETE BLOCK WALL 1 TC 37.21' ,4
TP 36.79' V ~3Q ~
~o.~ =POWER POLE x
- E - =POWER LINE TRACT 1 R ~ / ~0 /
3 .o, EP 37.43' ~ /
C&G =CURB AND GUTTER M.6.44, PG.56 D6
TBR = TO BE REMOVED Z ~ 34 ~ A' - ~ 3 35
=PROPOSED FIRE HYDRANT G / /
~
3e.a4' =PROPOSED SPOT ELEVATION ~P
O ~ ~ ' ~~N~ E
~s.7a =EXISTING SPOT ELEVATION yo' / ' o~
]B =JUNCTION BOX ~ Q// EP 36,36' ' - ~ " 3 ~
C&G =CURB & GUTTER 150 39 36" O 4 /
- 33 : 33 P 36.01' ~ 3A ~ ~ ~ ~
=CONSTRUCTION CONTOUR 35 Jj i
/ / ~ i i E '?e G ~ ,
=RIP RAP °g°g°g° n / ~ ~ i ~K15 ' i.
/ - / - 36 ~ ~ ' , ~ ~ ~ i ~
D1 =DETAIL NUMBER / ~ ~ EP 35.97 ~ ~ ~ ~i
i
5 EP 35.61' ~ j ~ ~ ~ ~ ~ /
1 SpPER r / ~ ' 60,0 ~'r
D P~~ 35 ~ EOEP ~ i / 0~' ~
i PR / ' ~ / ~ " i . I
'
/ i ti / ~ D7 ~ I D / , ~ ~ s.n / ~ ~ D / p5 ~
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\ / / , ~ / O
/ / r- ~d jy' / n / o
- i Iii ~ ~ ~ ~ •q, / 3
- - EP 34.74'' ~ ' ~ / 3 m
/ N~ - - / = r-'. ~ „Wpm,. /
/ ~ lti . 35 ' / / 3 n i~ ~ / ~ m
E :3i' ' ~ ' "ir l / ~ / ~ 1 1 n 0
/ ~ / Z ~
/ EP 34.54' ~ ~ J' v G / 2 m
14S ppE0. ~ i ~ ; i i / m X
~~t>~S ~ i oev E - , ~ ' v rn / 5 ti
Z / ~ CA vP R
i , ~ i~ _ ~ N ~.O / ~ ~ ~ / O~ESSipr , 0 Q`
- / ' ' ~ E . Z' ~ i ~ I `{4 33 / ~ ~ V / Z ©Q
~ / i ~ \ / / y
/ ~ i \ / / % i 1 1 / / L-1223 ~
~ i' % y~~ i l,~N y0Q
i. - ? ~ ~ SUr~~E
EP 34.14' / - i QEN l.~
~ ~ /
~ /
/ ~t ~ ~ /
E , ~ s, / /
/ i
~ I I / 3g ~ i ~ 1 Y
~.31_~~'" i''~ ~ / o
W ~ ; .,-31 ~ ~ ~,,i . .
~ O ,-33, ~ ~ / , ~ ~ 0.
i ~ ~ ~ ~ , , . = / ~ . FOR:
N - .ea / 0 - P
- - ~ 0 - - ~ . = 16 ~ 33 i J / 1~
- ~ ~ GL ~ "GE i /
N
~ ~ 0 ~ / G ~ ~ 1 ~ - ' ~ / 1/~" SAND ASPHALT OVERL JACKSONVILLE TWP,, ONSLOW CO., NORTH CAROLINA ~PHALT OVERLAY
1 - ~ ~ ~ / LT TACT ACT
D5 / ASPHA 1 ~ ~ / t
14v~ME" 1 ~ ~ / 1~/:" I-2 or SUPER PAVE (9 SUPER PAVE (9.5) 2" SUPER PAVE (9.5) ~
/ 1 / ~ DATE; APRIL 14 2003
4 1 ~ %~ifi ~ '/z SAND ASPHALT OVERLAY SCALE: 1" = 20'
~ ASPHALT TACT
/ F.B. 461 PG. 7
/ EXISTING I-2 PAVEMENT SURVEYING - PLANNING • MAPPING DRAFTER: F. WINBERRY
~ 11" ABC iz"ABC 239 NEW BRIDGE STREET ZIP #17
JACKSONVILLE, N.C. 28540 ,
FILE NAME, 025231-PVMT.dwg
EXISTING ABC [phone] WO#; 025231
_ _ FAX [phone]
III-1I -X11=1I I-1 I I-1I 1=1 I I-1 I I-L III=III=III=III=III-III-111-111=11 COMPACTED sUBGRADE, F i SUBGRADE PER I1=1I-111=I I I=111=111=111=111=III COMPACTED SUBGRADE, PER
I I ILI11=111=II I-111=111=111.1 I I.I I I rrrrrn~i rnn nr ~irnnr c n nr ~irnnr ceenc - - - - - - - - ~Ff'TTf1N 5M (1F N('MT CPFC'S
u yr ivwv i or~w
GRAPHIC SCALE
20 0 10 20 40 BO
7 SAND ASPHALT OVERLAY DETAIL N.C.D.O.T. STANDARDS 5 SAND ASPHALT PAVEMENT and STONEBASE DETAIL N.C.D.O.T. L (N.C.D.O.T. STANDARDS) 6 PAVEMENT and STONE BASE DETAIL CITY OF JACKSONVILLE
D NO SCALE D NO SCALE QD NO SCALE ( IN FEET )
1 inch = 20 ft.
BARDEN LANIER, P.L.S. L-1223 SHEET 10 of 12

~G
EN RAN ~ G E L OTES / ~ C L OF SANDY RUN BRANCH LINE TABLE ~1
1.) ALL CULVERTS UNDER 51REET TO BE REINFORCED CONCRETE OR ALUMINUM PER / 'G N /F LINE DESCRIPTION BEARING DISTANCE ¢
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. / `G BENCHMARK DEVELOPEMENT CORP. V RADI S LENGHT ANGENT CHORD BEARING DELTA A To 8 s27°29'3o"w 88.26' c~ CURE U " ~ d~ ~
/ ~ ' D.B. 601 PG. 721 CURVE 2.) ALL OPEN ENDS ~ STORM PIPES WILL HAVE ER'HER A FLARED END / ~G ~ C2 470.00 214.46 109.13 212.60 N49°29'45'E 26°08'36" 8T0 C S29°30 56 W 93.16 ~ ~ ~~G'~ ~
SECTION OR A HEADWALL. / ~ A~ C4 " ° " C TO D S75°41'44'W 221.74' ti~ o ~ C4 460.00 649.52 392.19 596.89 522°07 O1 W 80 5404 ~
/ qR C6 3.) A MINIMUM SIGHT DISTANCE OF 37.5 X 70 SHALL BE MAINTAINED ALONG ~ ~ C6 30.00 47.67 30.55 42.81 N27°11'29'E 91°03'00" D TO E 574°32'41'W 109.40' 90~
/ C7 THE RIGHT-OF-WAY OF ALL INTERNAL INTERSECTIONS. ~ 41.44 2°01'll'E 87°22'19" E TO F S74°32'42'W 102.02' '~o 0 C7 30.00 45.75 28.65 S6 fo
~ ~ 4.) 20 FOOT RADII AT THE RIGHT-OF-WAY INTERSECTIONS, 30 FOOT RADII \ ^ ~ C12 C8 1534.00 101.32 50.68 101.30 576°11'li"W 03°47'03" F TO G 575°11'42"W 104.30'
\ ~ AT THE EDGE OF PAVEMENT INTERSECTIONS. \ ~G~ ~i C13 C12 530.00 243.49 123.93 241.35 N49°24'25'E 26°19'21" G TO H S74°07'42"W 115.00' ¢ C13 400.00 564.80 341.04 519.03 522°07'01"W 80°54'04" H TO I S55°10'42"W 246.94'
~ \ ~ 'G 1 TO ] S56°58'38"w 46.35' a`~°
/ \ ~ a 5.) SEDIMENT CONTROL DEVICES AND STRUCTURES SHALL BE INSTALLED, \ MAINTAINED, AND AMENDED AS NEEDED TO PROVIDE EFFECTIVE CONTROL OF / \ ~ c0''~ a J TO K 549°31'35'W 207.57' S~ ~o?° f K TO L 555°10'39`W 75.51'
ACCELERATED SEDIMENTATION UNTIL THE CONTRIBUTING WATERSHEDS ARE \ ~ L TO M 567°21'48"W 163.13' NORTH
\ ~Y STABILIZED. \ M TON 551°46'S8"W 190.92' ti~
N TO 0 S57°OB'47"W 76.93'
6.) ALL MATERIALS AND PRACTICES TO MEET CITY OF JACKSONVILLE / \ STANDARDS. ~ ~ \ 0 TOP 588°15'S6"W 86.87' ~ ~ ° cY P TO Q S82 31 00 W 169.47 F ~
NCDOT \ \ a°~ ~
7.) FOR OTHER DETAILED CONSTRUCTION INFORMATION, SEE PLAN A PROFILES, D.B. 1558 PG. 369 \ 20' D.&U.E. \ I
AND DETAIL SHEET. \
\ M.B.44 PG.114 8.) NO CONSTRUCTION SHALL BE ALLOWED IN 404 WETLANDS AREAS \ ~ VICINITY SKETCH ND SCALE
EXCEPT IN PROPER PERMITTED AREAS. \ ZONE INDUSTRIAL \ \ ~ > ~
9.) ROAD CONSTRUCTION CONSIST OF 2 IN. TYPE I-2 BITUMINOUS CONCRETE \ ~ ~ 40' INGP \ 40' INGRESS & EGRESS INGRESS & EGRESS EASEMENT
/ \ SURFACE COURSE OR SUPER PAVE AND 12 IN. COURSE AGGREGATE BASE / ~i \ E+ EASEMENT `c. ~ ~ d PER D.B. 1393 PG. 0614 ~ LINE TABLE WETLANDS LINE TABLE
COURSE INSTALLED OVER A COMPACTED ROAD SUBGRADE. / \ ~ \ \ \ ~ \ o LINE BEARING DISTANCE LINE BEARING LENGTH NCGS
PR F THE CTT1"5 / \ ~ 10.) 00 ROLE W[LL BE CONDUCTED IN THE PRESENCE OF / \ ~ ~ \ \ ~ ~ Ll 578°52'01"W 49.48' A1JA8 to A2 Nil°34'56"W 28.85 NAD 83 VALUE
CONSTRUCTION INSPECTOR AND THE NEXT STAGE WILL NOT BEGIN UNTIL / 5 \ \ ` 4 " , \ ~ ~ L2 576°47 46 W 50.37 A2 to A3 587°16 55 E 21.94 NORTHING. 380015.7229
THE ENTIRE PR DI A E H P ED THE TE \ \ • ECE NG ST G AS 'ass ST 11.33 ACRES / \ \ \ ~ ° " " ~ EASTTNG:2485286.7325 \ 7 ~ L3 575 18 i6 W 50.88 A3 to A4 S27°23 39 E 22.82 ~
11.) LOT 1 WILL NOT BE ALLOWED DIRECT DRIVEWAY ACCESS ONTO COUNTRY CLUB ROAD. "WOODED" \ \ \ / ~ ~ L4 S73°55'46'W 51.48' A4 to A5 S41°04'56"E 26.55 c ELEVATION: 43.90 R. ~ ~ ° " A5 A6 ° " (NGVD 88 VALUE)
/ \ / \ v 38 0 L8 S12 12 13 E 30.00 to N32 27 10 E 20.94 M L11 S72°42'S9"W 24.14' A6 to A7 N70°53'46"W 31.64
/ TRACT III ~ l12 N84°02'36"E 107.29' A7 M Al/A8 N23°59'30"W 26.99 ~ ° N/F
M.B.44, PG.139 ~ / 3e \ ev m ~ orH~ `G COLLEGE PLAZA INC.
~ D.B. 606 PG. 383
\ s / \ ~ S I / .TOP: 3:.9P~
/ ~ so ' ~ ~ ~ / 29.sr . ~ I /
/ NE INDUS L , ~ ~ ~ EXIS'il
F ~ 37 ~ 36 lnci~ PT ^
/ ~ / , w^, " ¦ Q~ 30 INGRESS t# EGRESS EASEMENT NCGS COLLEGE
/ ~ss° ~ ~ PER D.B. 606 PG. 383 NAD 83 VALUE ~ ra: NORTHTNG:376249.9791
/ ~7G G1' , / FASTING: 2484126.8821 h \ 20 D.&U.E.
a~ D.B. 606 PG. 383 ~ / K ~ti. N/p .
\ / LEGEND. \ ss "E /
' ~ 745.08' EASTERN BUILDERS INC.
,e" % ~ ~ D.B. 847 PG. 793 EOP =EDGE OF PAVEMENT ~e~ 6 \ EIS =EXISTING IRON STAKE
~ ~a ` ~ . SIS =SET IRON STAKE
L__~ 6 ,03 ~ s .tiO •e ~ ~ ~ EPK =EXISTING PK NAIL P . ~ ~ 6'~ 1
Iw O / 30 D.aU.E. ~ MBL =MINIMUM BUILDING LINE 6~ P
" 4 ~ 1 x ~ ~ M.B. 11 PG. 27 pl'~ D. B U.E. =DRAINAGE & UTILITY EASEMENT .~1 Q yy, ~A \ ~ D.B. 601 PG. 719 '~5 CAf~ + 50.00 =SPOT ELEVATION
~ p ac• ° 3 ' r s v ~ a ~ Q Mry G . SS! ACRES J h . yI~ aYF ON ~j
\ 1~• \ ~ '6 ~sxlrxs'en q ~ P q ©=MANHOLE ~ i~f ti
\ ~t PE re l e• luv Iw • s" neat ~ 5 FI~°' ~ E 2 5 33 ~ Z = N.C.G.S. MONUMENT
~ o-1 ~ ls'wroE D" -~9 °m • • ~ 223 D ~ - ? DOTM =DEPT. OF TRANSPORTATION MONUMENT
,rya. ~ lur wv - r o-1e . ~ 1,53" w •6~~ ~q =CONTOUR LINES
NT5 U DST ~ ~ NQ
\ "u \ = PIPE B~' za' ou~a~ d ZONE INDUSTRIAL (a.k.a. 38 ~ ~ ~ EOP =EDGE OF PAVEMENT M.B.44, PG.114 RuN 9A rRL4l ° ~ b
~ 6 exa~sxxt r 3 i ~ ZONE INDUSTRIAL wtD o? ~ • ~ ~ =FIRE HYDRANT ~ .t5' i 520 N37~lS2.29
RATIONAL METHOD C+ o-zs o ~ i 2 E 24a359s.31 .,N W.L. =WATER LINE
Q = CU: C= 0.25 / 0.80 ; I = 7.0; A =ACRES 1 20 ACRES DITCH "B 2.77 ACRES :S ~
STORM DRAINAGE DATA to YEAa-1 Noun S1'OIlM EVENTS ~ " ~ 1 J ,s ~ ~ =PROPOSED SPOT ELEVATION m, ~ EASTERN BUILDERS ~ ~qRn/ ,
fTEM AREA (ACRES) Q10 % GRADE SIZE IPIGIM YELOaTY TRACT II Q ~ unlm y ~ N P~: 1p9,+p' ~ ~0•,r ESSIQ • ~ DRAINAGE FLOW
(CFS) (FT./FT.) (IN.) (LF.) (F.P.S.) NCI10T .6.44, PG.139 ~ ~ ~ 4E , : c. 1 ~ Q ~ ~ =CATCH BASIN ~s tA9EMN .E' ~ 1' "W N/F T ~ SE
PIPE'A" 0.89 4.98 0.30% 18' 40 3.14 D.B. 15SR PG. 36! Q i p •61 ~-33 t PIPE 'A~' 2.51 11.84 0.30% 24" 20 3.90 ~ Q ~ ~ ~ 221.74' t ~ 0
"ZONE PIPE'B" 1.45 4.53 0.30% 18" 40 3.07 ~ ~ ~ DITCH Y EASTERN BUILDERS INC. 4~~ ~ 5 ® =RIP RAP may" ~ ' .n. x113 D.B. 847 PG. 793 % ti•. '
PIPE 'B' " 2.73 6.96 0.30% 18" 20 4.14 404 WETLANDS i W , ~ l,.f • +,i .33.10' + , ~ INV: 23.59 ~ =FLARED END N
SECTIO 3Z 41"YY ~ ~
r ~ i ~ ~ f RATIONAL METHOD ~ ~ \ ~r /s N,y,~y3 102.02' 1 ~ lj '~~hrm~~~~~ti ~ /?OP:31.06
Q~ =CIA: C = 0.80 ; I = 8.0; A = ACMES ? \ F S'• /.5• 1NV: 23.22• ® =RIP RAP 2i' 1
+ ~ ~ 3. A S ~ 5~ 25 YEAR-1 HOUR STORM EVENTS ~ ~ 1 ~ 32 ~ / O I' 1 / i i5 LF 1~ S 11'41"W 1 3: ~ 1a.3o' ~i~' ~ DRAINAGE DESIGN o =
1{ ITCH C i 7'4 'W ITEM AREA (ACRES) Q~ % GRADE SIZE LENGTH VELOCITY 3 ~ 7'4b 1 r4 "W - 1 y JUNCTION BOX x,57'4'6 1 10` ~ n n
(CFS) (FT./FT.) (IN.) (LF.) (F•P•S•) 1 ,.r i 115. . ¦ ~ ~ S M. III ~_i Ul 115. FOR PIPE D ONLY
PIPE C 7.58 48.51 0.55% 36' 80 6.96 ; 31.61' / INV: 12.61 ~9, Z o ar er & Associat es Inc.
/ o ~ 181 ,t Co ~ 8 C~ nwiltiad EnBinset'e - Lnd 3uneTon -Land Planners ~K5 ~o
s wnxa rn. 1 / 10 41"1N _ i / xx 1 elan~r /y~' 246.94' rn. ~j . ~ pP , z1 ~ 2 r.o. ~ 0"ro - X6641-on'e r ; N01. o aoe i~ sa..t se64o ~ • ~f~~~f'
/ ~ P 1 / P ,5 r f:: R 18. ~ - M•~' RM A JooesssrllN, rode Carouta .
ITEM AREA ACRES % GRADE SIZE LENGTH VELOCITY 3p D A / F ( ) Q2s F.D.S. ~ Ir ~ 17~ ONE: , ~ ~ Z/ 60 m res.. [phone] - I~ (010) 468-a~1
(CFS) (FT./FT.) (IN.) (LF.) ( ) ~ ITCN ,A / ~ _ PIPE "D" 324 566 0.40% 2 ~ 59"x81' 80 10.20 / # 1 12' VEQI?gN,AR R~ RD /
/ 1 ^ ~ access Fasa~ / / \ R~ CP
/ 5ti / 3 / ti 20' DRAINAGE NT /
ITEM AREA ACRES % GRADE SIZE LENGTH VELOCITY / "A / :321 PER M,B^lA 1G, 27 ( ) Q1s / Rt2i /
(CFS) (FT./FT.) (IN.) (LF.) (f.P.S.) / / :21. `61 / ~i 35
PIPE "E" EXIST. PIPE 1.44 3.98% 15' S6 6.07 / G ~ " / ~ S18°07'19'E PIPE "F" EXIST. PIPES 3.79 1.00% 15" 8 4.61 / ~ / 'IUPIU? 222.45 36 37
/ / 34 / i5 . PIPE A ~ ,y~/ 9' nnCU • 38
/ ~ "D 1 . V ~ 1Vi:15laPE / ~ F' D- 1 ti wttx; w FOR:
/ ON USTRIAL 9 Irew wul rn.
I ~ 1 ~ S1S 3 ~ x/:32. 11 ISj JACKSONVILLE TWP., ONSLOW CO. NORTH CAROLINA
~ 1" , s18ror19'E OWNERS:
~ ~ ~ ' ~ 1 135.75' 32 ~ ~ / ~ ~ o, 1 BENCHMARK DEVELOPMENT CORPORATION and
I ~ / ~ 11 39 / / ~ ` ~6 - KEYSTONE CONTRACTORS PARTNERSHIP
OF THE : 31. "
/ ~ : ~ ° "WOODED / / 1 NCDOT (a.k.a. / / 1 S TRACT DATA : 239 NEW BRIDGE STREET
RUN ) ~ ,,s 1` S20°59'55"E D.B. 1558 PG. 369 MIN / / m 1 105.16 JACKSONVILLE, NORTH CAROLINA 28540 TOTAL ACRERAGE :35.24 ACRES
DEPTH = t / ~ . ~.1 ~,,0 1 2.68 ACRES No. of LOTS : 6 910 455-3889
FLOOD / ~ e-a 1 ~ G ZONE : RM-5 & INDUSTRIAL
N32°44'45"YY roslr "ZONE A4' / ~I N • 9Z 56.27' N 3751 .nsi - - _ i 1 ZONE RM-5 D2 p~-a e 2,iulo.~oa- 1 ~ ~ f . E WATER SUPPLY :CITY OF JACKSONVILLE H&S DEVELOPEMENT CORPORATION ~ SEWER SERVICE :CITY OF JACKSONVILLE
36 114 OLD BRIDGE STREET s L.F. OF NEW STREET :1,700
31 ~ 11 s _ - ii ~ s N'3 Z ~ _ ~ ~ ~ ~ r ~ >M~V•.~ 1993• ~ 11~'i! u°~W A f N ~ AVERAGE LOT SIZE :5.87 ACRES JACKSONVILLE NORTH CAROLINA 28540
~ SMALLEST LOT SIZE :LOT 4 , 1.82 ACRES I
9~ ~ W le Hey 6•MMP ' i " If ~ tai-,,s~ z s.s' DATE: APRIL 14, 2003
o mss' i W DED 11 s'snlewux au ~ M.N. ,~.j rn. eE¦ ~ -E rOP: 29 a NOTES: ~ ~ REVISED DATE: MAY 7, 2003
nrv:19.1 3 •~'s.r• L12 - ~p• V'
r; ~ ~,.RA PIPET' 1.) ALL ELEVATIONS ARE RELATNE TO N.C.G.S. _ ~ SCALE . 1 100 __,-T--------- MONUMENT " COBIE" ELEV. 43.90 ft. (NGVD 88 VALUE)
o - \ ~ ~ 2. ALL DISTANCES SHOWN HEREON ARE F.B. 461 , PG, 7 ~ )
y> r"" HORIZONTAL GROUND DISTANCES. SURVEYING - PLANNING -MAPPING DRAFTER: F. WINBERRY
30 TRACT I / exert. 16' ~ ~ 3.) BUILDING SETBACK LINES ARE
T ~ O N~ M.6.44 PG.149 ° ESTABLISHED WITHIN THE GUIDELINES OF THE 239 NEW BRIDGE STREET ZIP # 17
~ N.C.D.O.T. C i n D.B.184s PG.297 " " 73 00 46 W CITY OF JACKSONVILLE ZONING ORDINANCE, JACKSONVILLE, N"C. 28540 , FILE NAME. H&S-STREET-GG.dwg
NOT PART OF THIS PLAN Y 1 DATED AUGUST 22, 1072. 910 455-3889
~nNF Q~1_S _ ~ i_~ al`N 99.36 T7T7 ~ DFFFQFNI'F" 4.) ALL STREET S ARE PUBLIC UNLESS _ _ _ _ _ _ _ _ _ Wfl# ~ ft~ 5731
3 I 31 - / . i " DESIGNATED OTHERWISE FAX [phone] - "
D S71°5 CO 283.53' / D.6.1892,PG.688
D.B.1910 PG.672 5.) THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIROMENTAL CONCERN. GRAPHIC SCALE M.B.35, PG.97
w ' Rp31 w M.B.44, PG. 58 100 0 50 100 400 400
N/F Co GLENN SLIDE ]r. ' M.B.01, PG.53 FLOOD INFORMATION:
- ~ oP 1~ D.B. S23 PG. 408 y~ / c D.B.150, PG.390 mmm~
60UN D.B.426, PG.302 THIS PROPERTY IS LOCATED IN FLOOD ZONE "C, B & A4 "
M.B.43, PG.101 ACCORDING TO FLOOD INSURANCE RATE IN FEET ) MAP NO.370178 0006 B ; DATED FEBRUARY 15, 1985. 1 inch = 100 ft. SHEET 1 of 12
3 ri Q
cc: 0
U

SEDIMENTATION AND EROSION CONTROL FOR / ~ C L F SANDY RUN BRANCH ~ '1 / 0 LINE TABLE ~ ~ y~
COMMERCE ROAD EXTENSION / N/F LINE DESCRIPTION BEARING DISTANCE ~o
GENERAL INTENT / 'G BENCHMARK DEVELOPEMENT CORP. DI LENGTT TANGENT CHORD BEARING DELTA A TO B sz7°29'3a"w 88.26' CURVE RA US ~ o~ ~
RAND C OR WILL PROVIDE EROSION CONTROL MEASURES TO INSURE THAT / ~ , 721 CU THE DEVELOPE SITE ONTRACi ~ ,p D.B. 601 PG ( 7 . 214.46 109.13 212.60 N49°29'45'E 26°08'36" BTO C S29°3058"W 93.16' y9 ~PCY• oP' C2 4 000 ~t+
OFF SITE SEDIMENTATION DOES NOT OCCUR. ALL MEASURES WILL BE INSTALLED AND MAINTAINED PER / ~ THE NORTH CAROLINA EROSION AND SEDIMENT TRAP CONTROL PLANNING AND DESIGN MANUAL AS A / ~ 649.52 392.19 596.89 S22°07'01"W 80°54'04" C TO D S75°41'44'W 221,74' ~ 4 460.00 C
MINIMUM PROVIDE THE MEASURES INDIUTED ON THE EROSION CONTROL DRAWINGS. / ~ ( .55 42.81 N27°11'29"E 91°03'00" D TO E S74°32'41"W 109.40' ~ 'PO o~~J C6 30.00 47.67 30 b
/ ~ c CONSTRUCTION SEQUENCEI ~ C7 30.00 45.75 18.65 41.44 S62°01'11"E 87°22'19" E TO F S74°32'42"W 102.02' '~Q
1. OBTAIN SEDIMENTATION AND EROSION CONTROL PLAN APPROVAL FROM THE LAND QUALITY ~ \ ~ ( ) DISTRICT. NOTIFY AND INVITE THE \ ^ ~ C. C8 1534.00 101.32 50.68 101.30 576°11'11"W 03°47'03' F TO G S75°ll'42'W 104.30' 241.3 N49°24'25"E 26°19'21' G T'0 H S74°07'42'W 115.00' C12 530.00 243.49 123.93 5 ~
SECTION OF THE CITY OF ]ACKSONVILLEPUBLIC SERVICE ~~j ATTENDANCE OF THE LAND QUALITY SECTION TO ANY RELEVANT CONSTRUCTION MEETINGS. / \ \ ~ C / C13 400.00 564.80 341.04 519.03 S22°07'01"W 80°54'04" H T01 S55°10'42"W 246.94' SITE
2.) CONSTRUCT THE CONSTRUCTION ENTRANCE. \ r `G I TO J S56°58'38"W 46.35' J TO K S49°31'35`W 207.57' o?°
3. CLEAR AND GRUB STREET AND STOCK DILE AREAS. \ / \ ti 4. GRADE, FILL, AND EXUVATE ONLY IN AREAS THAT HAVE PROPER SEDIMENT CONTROL DEVICES / / \ `G K TO L S55°10'39"W 75.51'
THAT TRAP SEDIMENT ON THE SITE. \ ~ J L TOM S67°21'48"W 163.13' NORTH o
5.) INSTALL ALL SEDIMENT CONTROL DEVlCE5 Af ~WTRfJ4T10N MO~ii~. \ 4v ~ ~ 6J INSTALL SEWER MAIN LINES. \ M TON S51°48'S8`W 190.92' o
7.) CONSTRUCT OR INSTALL STORM DRAINAGE FACILITIES WHERE PRACTICAL INCLUDING RIP RAP. \ N TO 0 S57°08'47"W 76.93' N m
8. INSTALL WATER LINES FIRE HYDRANTS ANO WATER AND SEWER SERVICES. / \ 0 TOP 588°15'56"W 86.87' 7A0 p i • ~ y~ ~ 2 P TO Q S82 3100 W 169.47 ~ q4 R
9.) CONSTRUCT CURB AND GUTTER, ABC BASE AND PAVEMENT. \ \ NCDOT ao ~ o
10.) GRADE AND CONSTRUCT ABC BASE, PAVEMENT FOR DRIVEWAY INTERSECTIONS OF D.B. 1558 PG. 369 \ \ 40 20' D.&U.E. 11.) INSTALL CURiAX BLANKETS BY AMERICAN EXCELSIOR COMPANY 1N ACCORDANCE WRH \ ~ U.E. ~ N/F
THE MANUFACTURES RECOMMENDATIONS AND SEED ACCORDINGLY TO SEEDING SPECIFIUTIONS. \ \ ONSLOV ONSLOW PROPETIES INC.
12.) APPLY SEED, FERTILIZER, AND l1ME TO ALL EXPOSED SOIL AREAS. \ M.B.44, PG.114 D.B. D.B. 636 PG. 301 oy VICINITY SKETCH ND SCALE
(SEE SPECIFIUTIONS FOR METHOD OF APPLIUTtON) APPLY 800 TO 1000 \ \ ZONE INDUSTRIAL b \ ~
LBS. OF 10-10-10 FERTILIZER AND 3000 LBS. LIME PER ACRE. FOR \ \ ~ i0 ~ \ ~ ~ 40' ] \ ~ 1 ~ 40 INGRESS 8< EGRESS INGRESS & EGRESS EASEMENT
APRIL 1 TO SEPTEMBER 1 APPLY 100LB5.OF REBEL FESCl1E / \ AND 25 LBS. Of HULLED COMMON BERMUDA PER ACRE OR APPLY SEED VARIETY / \ ~ ~ 1 ~ EASEMENT d PER D.B. 1393 PG. 0614 LINE TABLE WETLANDS LINE TABLE
OF THE / \ \ ACCORDING TO SEEDING SPECIFIUTIONS FOR TIME OF YEAR \ ~ ~ ~ LINE BEARING DISTANCE LINE BEARING LENGTH NCGS "COBLE"
LAND DISTURBING ACTIVITY. APPLY 1.5 TONS Of MULCH PER ACRE OVER SEEDED AREA. / \ \ ~ f q Ll S78°52'Ol'W 49.48' Al/A8 to A2 Nll°34'56"W 28.85 \ ~ NAD 83 VALUE
/ \ 13.) KEEP ALL SEDIMENT CONTROL DEVICES IN PLACE UNTIL EACH AREA HAS STABIl1ZED WITH 5 \ \ \ ~ ~ ~4 LZ S76°47'46"W 50.37' A2 to A3 S81°16'55"E 21.94 NORTHING: 380015.7229
PERMANENT VEGETATION. / 14.) CHECK SEDIMENT CONTROL DEVICES AFTER EACH iWN FALL TO ASSURE SEDIMENT TRAP CONTROL. 11.33 ACRES \ \ ~ l3 S75°38'16'W 50.88' A3 to A4 S27°23'39'E 22.82 ~ FASTING: 2485286.7325 ~ ~ ti ~ ELEVATfON: 43.90 ft. ~ ~ c L4 S73°55'46"W 51,48' A4 to A5 S41°04'56°E 28.55 a
15.) PROVIDE TEMPORARY SEEDING AND MULCHING ON AREAS WHERE WORK iS DELAYED FOR 15 DAYS / " " \ ` ~ ~ ~ (NGVD 88 VALUE) 0 L8 S12°12'13'E 30,00' A5 to A6 N12°27'10'E 20.94 V 38
DR MORE / WOODED \ \ / I \ Lll S72°42'59"W 24,14' A6 to A7 N70°53'46"W 31.64
/ TRACT II / L12 N84°02'36"E 107.29' A7 to Al/A8 N23°59'30'W 26.99 N/F
MPLETION M.B.44, PG.139 16.) PERMANENT GROUND COVER WiLL BE ACCOMPLISHED W[TH[N 30 DAYS OF CO TD `G COLLEGE PLAZA INC. BY OTFI~tS
OF ANY PHASE OF GRADING, / \ ~ ~ D.B. 606 PG. 383
11. ALL OPEN ENDS OF STORM PIPES WILL HAVE EITHER A FLARED END \ } SECTION OR A HEADWALL. / S~ Sss ~ I . roP: 32.9I'
/ ~ s4, ~ ~ ~ I I p.9r 3 . ~ W r ~
/ .°I EXISTIN o
/ ~ z9. ' 37 \ 36 Inch PIP °o^ s ~
ONE INDUSTRIAL s Q~ 30 INGRESS B EGRESS EASEMENT y
~ PER D.B. 606 PG. 383 ~ Q~ ror:
/ ~ f/ ~ tis vrv., z9. ~ / 20' D.&U.E. ,
°,yh . ~ D.B. 606 PG. 383 ~ / NCGS 'COLLEGE' ~ ~ ~b.
ti• N/F NAD 83 VALUE ~ ~ 034' ~ / NORTHING: 376249.9791
745.08' EASTERN BUILDERS INC. FASTING; 2484126.8621 ~ ~ ~ D.B. 847 PG. 793
~ ~ .'~v ' \
~ . / ~ LE END: G
~ ti° 3s ~ ~ _ s ~ 63 ~ EOP EDGE OF PAVEMENT
~ ~ ~ RAP ~ ~ 30 D.&U.E. 6~ _ / ~ EIS -EXISTING IRON STAKE
~ IPE •c z o- 1 x M.B. 11 PG. 27 pti~ _ so. ~ ~ p SIS -SET IRON STAKE yh, ~p ~ / D.B. 601 PG. 719 6R5 _
SEDIMENT TRAP DATA \ "w ED" ~tia °3 oa EPK -EXISTING PK NAIL AC ES ~ phq. ~ P~ MBL =MINIMUM BUILDING LINE
\ ~ \ , i ~ ^ N 76047.670
SIZE ~ s" RR 2~ 12TtlRpc TRAP DISTURBED AREA VOLUME \ ~ IPE 1 ~ti a 3469. pa~ti D. & U.E. =DRAINAGE Bt UTILITY EASEMENT 5 'sue 33 ~ + 50.00 =SPOT ELEVATION
o-24 0~ NAME (ACRES) (CUBIC FEET) (L x W x D) ~ ls, ~ " p" ~ " D" , , ~ ~
(4.s'x4.s'z6'x4. E7(CBSIOR c. , L ~ ~s =MANHOLE ~Sg• WA RS E •s ~ _ M NT
ST-i 0.80 1440 80' z 6' z 3' ~ 6 RV RAP - 9' D-26 T5 ~ ST ~ N C G.S. MONO E
90' x 6' x 6' ~ ae o-24 DITCH'C ST-2 1.80 3241 µ 35 (a.k.a. SAN 38 R ~ , PG.114 RUN BRA DOTM =DEPT. OF TRANSPORTATION MONUMENT
~ PE' 20' DIWNAGE a ~ 1 ZONE INDUSTRIAL Bo oM w1DTH • ~ E1P _ ¦ t5 i 520 N 375952.29 -24- -CONTOUR LINES
1 37 6 ~ 3 3 I o i 2 E 1483598.31
RATIONAL METHOD 1 20 ACRES V ~ S.T. ,~1 RES =CIA: C= 0.25 / 0.80 ; 1= 7.0; A =ACRES RCH B 2.77 AC ICRES Im ° 9 ^M EOP =EDGE OF PAVEMENT ~3 EASTERN BUILDERS -
Q?° ~ D-20 •~s SO YEAR-1 HOUR STORM EVENTS ° EIP ~ -FIRE HYDRANT 1 ~ 74 3 ~ ~ ~ , M.6.44, PG.81
I Q 45'DRAIHAGE ITEM AREA (ACRES) Q1D % GRADE SIZE LENGTH VELOCITY TRACT II ~ unlm ~,3 109.40 W.L. =WATER LINE
(CFS) (FT./FT.) (1N.) (LF.) (F.P.S.) NCDOT .6.44, PG.139 0 i lr tiaauallAR e~saNr 1 ' ~ ~ =PROPOSED SPOT ELEVATION
PIPE "A; 0.89 4.98 0.30% le' 40 3.14 D.B. 1558 PG. 369 Q ~ •g 33 ACtZii eyes " _ ¦ " 0 4 "w aP u1.74' ~ = F w
PIPE A 2.51 11.84 0.30% IO 3.90 ~l ~ ~ PIPE "B" 1.45 4.53 0.30% 18" 40 3.07 • ~ 'ZONE „ . 7 ~ y? D DRAINAGE LO . ~
P1PE'B= " 2.73 6.96 0.30% 18" 20 4.14 404 WETLANDS ~ ~ .H, X113 G G
u 'G' ~ ~ ~ ~ ~ 1NV ii ~ N F =CATCH BASIN ~ / ° r41"w 1 EASTERN BUILDERS INC. _
u ~ 31 ~ ! ~ ii' -RIP RAP M. 3 ~ 1 1 ~ ~ ; 31.06' 102.oz D.B. 847 PG. 793
RATIONAL METHOD s .H. f 2!s/ uH: z~.:x 1
Qu = CU: C = 0.80 ; I = 8.0; A =ACRES I 2 + I 3. A 5 ~,.f li 25 YEAR-1 HOUR STORM EVENTS ~ ~ 31,i 5 ?..F 1~ ~ S75°ll'al•w 1 ~ =FLARED END SECTION
I T / ~ ITEM AREA (ACRES) Qls % GRADE SIZE LENGTH VELOCITY RCN C ~ ~ 747'41" 3: ~ la.3o' 11~' z ~ ,4 ,W ~ 747 1 101 y =RIP RAP
(CFS) (FT./FT.) (IN.) (L.F.) (F.P.S.) ~ o- ° ~ 115. l~ N 115.
M. 1'II PIPE "Ci 7.58 48.51 0.55% 36' 80 6.96 ~ :31.61' 19, 2
. w / IN4: 22.61 ° ~ » ~~j t o SH CARO(" o = )UNCTION BOX ~ 8, y~ 5E o ~ ~o,.•'' . ~
s' wIDE 12' w / 55 10 41~ W / Alx ry. /y~' 246.94 ~ i ~nR : ~ESS/o P 2 2 ~p N ° ~D pG• ~ 4 ~ _
rn. 5 +.7r' / 3g / NO 18. -5 4 Q` a4ESSlu, ~ ~ ~ SEDIMATE TRAP P~ .8• . ~tM p Qa ~9~ $E Ali
%GRADE SIZE LENGTH VELOCITI' / i~ ITEM AREA (ACRES) Q2s F.P.S. / ~ 20N ' R ~ L i , ~ - =SILT FENCE
(CFS} (FT./FT.} (IN.) (L.f.) ( ) ~ 1~E ~ qR * L-1223 * ~ ;
PIPE 'D" 324 566 0.40% 2 59"x81' 80 10.20 / 1 12'vEau / •y1 Aoa~s Vti,R = , ~ ~ CPR '•.,~0 pP
/ .T. 4 lY D- 'DRAINAGE ENT / 3 20 20 % ~P =AREA OF LAND / ~/r0 • ~ v~~ DISTURBING ACTIVITY
ITEM AREA ACRES % GRADE SIZE LENGTH VELOCITY ITCH .A / :321 PER M.8~18 PG. 27 ( ) Qzs F.P.S. / : 21 ~(1 6 spa q
(CFS) (FT./FT.) (IN.) (LF.) ( ) / / 1`i / AD N 35 6 =CHECK DAM
PIPE "E, EXIST. PIPE 1.44 3.98% 15" 56 6.07 0 PIPE'A' 1 / S18°07'19'E OO ~ / 3 ~ 0 ~ 37
PIPE "F" EXIST. PIPES 3.79 1.00% 15` 8 4.61 / / / 'RIP RAP ~ 222.45' / •ss .ti0 0 P[PE 'A, ,sti 9• THICK e 38 DRAINAGE DESIGN CONSTRUCTION CONTOURS
/ ~ ~ °D , V ~ry 1'h:l SLOPE FOIZ PIl'E "D" ONLY
/ F~ D- 1 ti wuK; w / 34 1
/ ON USTRL4L 9'RIP HEAD WALL Parker & Associates Inc.
1 I 1 ~ SIS Cowultint Bniinban -Land Stu'~byora -Land Planner P.O. Bo: D76 - ~6L1-OY'J'6
006 Nh? Hrtdp StrNt -86640 ~f~
I 'sti 1 S18°07'19"E 7aobon~lll~, Na~kh Carolina ''"r ~i:~~':;:~.
32 C/L OFD CH ~NHE ~ ~ ° 1 135.75' Phone [phone] - Ta: 010 466-0441 ( ~ ( )
~ / / ~ •1 TRACT DATA :
~ ~ ~ / : 11 e / ~ 1 1 of THE ~ : 32. ZONE RM-5
.m ~ / 11 _ TOTAL ACRERAGE :35.24 ACRES NO.OF LOTS : 6
NCDOT (a.k.a. DY ~ / 1 S RUN CH) ~ ~ 1 1 S20°59'55"E ZONE : RM-5 & INDUSTRIAL
D.B. 1558 PG. 369 eM-w / ~ ~ 1 105.16' WATER SUPPLY : CITY OF 7ACKSONVILLE
_ } ~ PER .e Pc.2 2.68 ACRES FLOOD wF 11 ~ d SEWER SERVICE :CITY OF JACKSONVILLE FOR:
o ~ "ZONE M' 19 1 ~~Zn N32 4145 W N 3751 '7258 - ~ / 1 NO fi 2 L.F. OF NEW STREET :1,700
58.27 E 241u70.7700' ` ~ / ~ 11 ? X11 T Q~ ~ AVERAGE LOT SIZE :5.87 ACRES
- i-ls 1 • " ~ ~'~e ~ko0 ~ 31 .H. ae + WOODED $v y _ j ~ , TOP: 29.93' IN 0; ~ ci ~ SMALIEST LOT SIZE :LOT 4 , 1.82 ACRES
Y / ~ . .5./ INV: 19.93' lu! O N ~ ~ u / , ~ 1 S 6' RIP RAP s ~ T 00 ISED DA E. JUNE 3 2 ~ REV , rn ~
' 1 A 9•~ 9' THICK t~ ~ q . g NOTES ~ ~ DATE: APRIL 14, 2003
o / 1 W DED 11 s s1DEwA1K o-24 ~ N M.H. ~ ~ rn'• PIPE "E" IP -E Gii ~ 1.) ALL ELEVATIONS ARE RELATIVE TO N.C.G.S. ~
~ mP: z9. REVISED DATE: MAY 7, 2003 _ _ MONUMENT COBLE ELEV. 43.90 ft. (NGVD 88
v 1 Op 7.3 " P' F~ ~L" .RAM PIPE F; 2.) ALL DISTANCES SHOWN HEREON ARE VALUE) SCALE: 1" = 100 E ~F; _-TT--------- HORIZONTAL GROUND DISTANCES. pp pp ~~aa M
T ' ~ TRACT I TEMPORARY ~ --c-T'----- i~ LJ ~~W6~~?IIINI~ ~,v®~~~I U
coHSTxucrlOH - ~ _ . B ILDING SETBACK LINES ARE F.B. 461 , PG" 7 3) U ESTABLISHED WITHIN THE GUIDELINES OF THE
o NE RM-5 ~ o-2s ~di ~ / SURVEYING - PLANNING -MAPPING DRAFTER: F. WINBERRY CITY OF JACKSONVILLE ZONING ORDINANCE,
T 30 cENEr>ozv vE ~ n~~tii~ ~ EIRST.18' PIPE at ~p M fl y~ ~ ~ N/F T PART OF THIS PLAN 0 7 , 239 NEW BRIDGE STREET ZIP #17 DATED AUGUST 22, 10 2
N.C.D.O.T. 4.) ALL STREET S ARE PUBLIC UNLESS JACKSONVILLE, N.C. 28540 FILE NAME: H&S-STREET-SED.dwg
D.B.1845, PG.297 GIECI(DAM S73°00'46"w mPa ~1/ 99.36' DESIGNATED OTHERWISE 910 455-3889 ~ )
m a3o / , aVd 31 ~-r' / 60 TITLE REFERENCE: 5.) THIS PROJECT IS NOT WITHIN ANY AREAS W~# : 025231
. e.,., nn eee OF ENVIROMENTAL CONCERN. FAX [phone]
o S71051'2TW r-a.000 D.B.19101910 6.) LOT 1 WILL NOT BE ALLOWED DIRECT
w 283.53 / , PG.672 72
' 4p31 w 1 M.B.35 PG.97 DRIVEWAY ACCESS ONTO COUNTRY CLUB ROAD. GRAPHIC SCALE M.B.44, PG.58 loo a w loo 200 400
w N/F M.B.01, PG.53 FLOOD INFORMATION;
~ pPp Ln GLENN SLADE Jr. / ~9 R D.B.150, PG.390 wm"~ I
L D.B. 523 PG 408 NCR D.B.426, PG.302 THIS PROPERTY IS LOCATED IN FLOOD ZONE "C, B & A4 "
_ ~ 60\3 y' M.B.43 PG.101 ACCORDING TO FLOOD INSURANCE RATE t IN FEET )
Z , ,X 3 , ? 79' MAP NO.370178 0006 B ; DATED FEBRUARY 15, 1985. 1 inch = 100 ft. SHEET 2 of 12,
Q cc
O
U

~G-
\ / \ `G C L OF SANDY RUN BRANCH ~ ti~ / LINE TABLE ~
/ \ ~ N/F LINE DESCRIPTION BEARING DISTANCE ~a Jy.
\ / \ `G BENCHMARK DEVEIOPEMENT CORP. A TO B 527°29'30"W 88.26'
/ \ ~ ;c D.B. 601 PG. 721 BTO C S29°30 58'W 93.16' t`F
/ \ ~ / \ ~t," C TO D S75°41'44'W 221.74' Q`' c~
\ ~ 49 / \ R,~ D TOE S74 32 41'W 109.40' ~ o o~ E TO F S74°32'42'W 102.02' '~o
/ \ 'G ~ F TO G S75°li'42'W 104.30' ~
\ \ ~ / \ \ ~ ~ G TO H S74°07'42'W 115.00'
\ \ 'F / \ ~ H TO I 555°10'42"W 246.94' ~
/ \ ~ \ \ ~ a I TO J 556°58'38'W 46.35' c~0
/ \ \ ti J TO K 549°31'35'W 207.57' SITE o~~oP° f ~ a K TO L S55°10'39'W 75.51' ~
\ 9 / \ \ \ F ~ / \ \ L TOM 567°21'48' W 163.13' NORTH m
/ \ \ ~ M TON S51°48'56" ° W 190.92 ti~ ~ ~
\ ~ / \ \ N TO 0 S57 08 4TW 76.93
/ \ o ~ ~ y r~ N/F 0 TO P 588 15 56"W 86.87 ode ~ ~
/ \ \ C NCDOT / \ \ \ \ ONSLOW PROPETIES INC. P TO Q S62°31'00•w 169.47' ~
D.B. 1558 PG. 369 / \ \ 20' D.81U.E. D.B. 636 PG. 301 a°~ o 1.E.
/ \ do I \
/ \ \ VICINITY SKETCH NO SCALE
/ \ / \ \
/ \ \ ~ 40' I~ \ \ 40' INGRESS B EGRESS INGRESS & EGRESS EASEMENT
/ \ ~ EASEMENT PER D.B. 1393 PG. 0614 LINE TABLE WETLANDS LINE TABLE \ d
/ \ \a ~ / \ \ ~ ~ a° ~ LINE BEARING DISTANCE LINE BEARING LENGTH „
/ \ \ ~ ~ \ Ll 578°52'01'W 49.48' Al/A8 to A2 Nll°34'56"W 28.85 NCGS COBLE ,r r NAD 83 VALUE
/ \ 5 \ \ \ '-~j l2 576 47'46 W 50.37 A2 to A3 587 16 55 E 21.94 NORTHING: 380015.7229 ~\~jD a L3 575°18'16'W 50.88' A3 to A4 S27°23'39"E 22.82 ~ FASTING: 2485286.7325
/
/ 11.33 ACRES \ \ \ / \ \ \ \ ~ r x L4 573 55 46 W 51.48 A4 t0 A5 541°04'56"E 28.55 o ELEVATION: 43.90 ft. \ ~ / ~ ° „ ° , (NGVD 88 VALUE) \ ` LB S12 1213E 30.00' A5 to A6 N12 2710E 20.94 ,y
/ \ \ / 0 \ ~ ~ ~ Lll S72°42'S9'W 24.14' A6 to A7 N70°53'46'W 31.64
/ TRACT III EXTEND 8" WATER \ / 0~ L12 N84°02'36'E 107.29' A7 to Al/A8 N23°59'30"W 26.99
/ MAIN TO 8" MAIN / M.8.44, PG.139 DESIGNED FOR HOME \ r~0 N/F `G COLLEGE PLAZA INC.
/ \ DEPOT. COORDINATE ~ D.B. 606 PG. 383
/ \ THE CONNECTION \ \ WITH THE HOME \ ? S'S6o \ \ ~G \ ~ `5550 ~ TOP: 32.9T
/ / \ \ DEPOT CONTRACTOR ~ \ \ ~ INV.: 29.97'
\ .p~~ / \ \ \ \ EXISTING ^
/ \ 29.9 ' ~ 36 Inch PIPE °o
/ \ / \ \ 1- 8"x6' TEE \ / ~ ti p~ 30 INGRESS & EGRESS EASEMENT ~
/ \ 1- 6" GATE VALVE -t- PER D.B. 606 PG. 383 ~ Q~ roP:3z.7s'
\ 1- FIRE HYDRANT ti' ry1 tis IHV.:29.73'
/ \ NE INDUSTRIA / \ ZQ ~ 40 LF. 6' SAN. SEWER M.H. \ @ 0.601 GRADE h, ~'H' ~ h~ ti ~3 \ \ ~ NCGS "COLLKE" ti D.B. 606 PG. 383
\ WITH PU1G a BLOCJC \ ~ ,5b ti w ~c N/F NAD 83 VALUE ~ h ~ \ \ °34'33" ~ ~ NORTHING: 376249.9791
I \ F• \ ~ ~ EASTERN BUILDERS INC. \ 745.08 EASTING:2484126.8821
ti I 1- 8"x8' TEE D.B. 847 PG. 793 ti \ \
\ \ 2- 8' GATE VALVE I ! M.H. \ s~ a~ \
I \ / / 63 i LEGEND:
\ as L ~ \ 8' WATER LINE 0. \ \ J~' o. 4 30 D.BLU.E. ob• Ck s \ ~ ~ ~ b
~ ~ \ \ a• wAT~t LINE F 1.82 ACRES \ ~ M.B. 11 PG. 27 pt~ EOP =EDGE OF PAVEMENT ~ ~ F . ~ o
40 LF. 6' SAN. SEWER \ h \ i D.B. 601 PG. 719 .A5 >,d - .F. 6'sAl+. yp \ u °36 ~0 EIS -EXISTING IRON STAKE .box c.luoe ti ~ ~G -
\ \ 10 LF. 8' SAN. SEWBt • 5 ~ 0 0.601 GRADE \ YlI1H PLUG ~ BLOCK \ \ •1.OONGRADE ~F. °h , PotHr •n• ~ P SIS -SET IRON STAKE H PLUG ~ BLOCK q ,y P N 376047.670 \ do EPK =EXISTING PK NAIL
\ \ ~ ^ 9 1- 8'x6" TEE ~ E 24e3469.osB2 ~OQS 7EE 1.63. l MBL -MINIMUM BUILDING LINE
\ 1- 8 x6' TEES \ 1- 6" GATE V N•H• 1- 6' GATE VALVE ?TE VALVE hod 31 \ D. & U.E. =DRAINAGE & UTILITY EASEMENT
~ 1- FIRE HYD 1- 8' GATE VALVE ITE VALVE C/L OF \
~ \ 1- FIRE HYDRANT M. 5 ~ HYDRANT m \ + 50.00 =SPOT ELEVATION °41'53 ~ UNITED STATES \ - N15 \ ©-MANHOLE
\ i (a.k.a. SANDY \
\ by ZONE INDUSTRIAL N RUN BRANCH): ~ = N.C.G.S. MONUMENT USTRIAL BOTTOM WIDTH 6 EiP
\ ~ 6 DEPTH - f5' i N 375952.29 DOTM =DEPT. OF TRANSPORTATION MONUMENT N4 ~ i E 2483598,31
1 . 0 ACRES 112 ti c ~ ~ ~ =CONTOUR LINES
1 3 rn ° ~ r EASTERN BUILDERS TC = TOP OF CURVE
1 2.77 ACRES ~ TRACT II M.H. ~a ~ 574 3241 W M,g,44, PG,gl p = F PAVEMENT ES EO EDGE 0
M.B.44, PG.139 5 0 M.a.1B Pc. r 109.40aP ~ ro•~ ~ ~ =FIRE HYDRANT
I as J ' ~ ~ =CONCRETE BLOCK WALL
I Ohj' 40 LF. 6" SAN. SEWER a 0 NCDOT ~ e' WATER LINE ~ o 0.60 GRADE a'• g, EIP
4s ro wm+ PLUG a eL.onc ~i D.B. 1558 PG. 369 ~ •F• ~ .55• ~ W.L. =WATER LINE 1Z ~ M.H.t113 4,~ ~ Tor. 33.10' N/F
404 WETLANDS . G, ~ . u=AB 'G' ~ ~ ~ =PROPOSED SPOT ELEVATION
A4 4- 0 1- 8'x8' TEE ,-1 EASTERN BUILDERS INC. * - ~ M,H.l13 1 11, D.B. 847 PG. 793 ~ -DRAINAGE FLOW
' TE VALVE A3 A2 2- B GA 1- 8'x6' TEE ~ TOP: 31.06' ~ - , 5 5~ 33.33'
' 4 1- 6" GATE VALVE 9H. 12• ~ .i , 4F i 4F 1~ ~ 575°ll'41'W
I Iza'~zo'~ $ 1- 8" GATE VAWE 3~5i tmlm EAS~rr ti 1-FIRE HYDRANT ~ + S74°07'41'N 3i5i 104.30' li li, ~ - 1
~ 115. s74 07 41 w X30;
/ N.H. B M. WATERCENf81ED 2 ~ M H.2'12 TOP: 31.61' ~ 9, a• 2 4.114°/,,,,,,
/ 4o LF. e' sAN. sEwER 3.06 ACRES / zz.61 ~ _1 , I ~ ~ o~''' CARp ~
/ o l.ooa / S55°10'41"W .8` E~ a ,.....,,,1 MKS
/ /y~' 246.94' / ~ sIS /titi o PP 2 ~ ~ FES N0~ pG' p ; C1 q ,
~ U+ /F• M• • ~ pNE' W c z a -
/ a• wATel uNE ~ v ~ ~i LL 60 m ~~1' E ~ d D~V =
/ J .I. ~ / N 3 \ R : RVE ~,E,:
1;5},~ ~ k Rl~~~'~4~`~
/ / 'yh / 20' DRAINAGE ENT / / M.N. ili PER M.B, 18 PG. 27 '~4y x,,44 1114/11
/ / TOP: 32.94' ~ - / 1- 8'x6" TEE INV. 21.19' ~6i
/ 1- 6" GATE VALVE 'y~% .
/ 1- H Doh/ 5y 518°0719 E / N N, 0h/1ti 222.45 r & Associates Inc. Parke
/ N / ap Con~ultin~ l~ineere -Land Surveyore -Land Planner P.O. Hoz 07d -20641-076
/ K' / ti 906 New 9trNt -20640
/ / Jaoluon~We, North C~t'olilu
/ ZONE INDUSTRIAL .L. o ~S Phony Y10) 466-2414 - Tsu (Y10) 466-9441
Ex . N.H. tlo 1- 8'x6' TEE SIS I i TOP: 3z.7s' 1- 6" GATE VALVE ~C^~
INV: 21.16' ¦ I w' !g5' 1•~ 8 GATE VALVE ~ •
I X11 1, FIRE HYDRANT S18°0719 E
i a' WATER LINE 1• B' PLUG & BLOCK 135.75' I ~ ti°A
S1° ~ I L OF
/ TOP: 32.18' I WATERS OF THE I UNITED STATES / INV: 2o,sr ZONE RM-5 _ FOR:
(a.k.a. SANDY / S1S / " S20°59'55"E
I RUN BRANCH) y5 1- 8x8 TEE 1 105.16' I BOTTOM WIDT}I = 6 / Sti 2- B" GATE VALVE ~ ~
DEPTH = f5' / 2.68 ACRES a ~
I ~ a ~ PDINr • • / ti~ a0 y JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
N 375127.7258 •p / N T
N/F E2411670.7300 ~ ~ ~3 S ° ~cn 0 = EDNA P. MARSHBURN + + + M.H. r8 1- 8x6 TEE M.H. 1 gj ~ y
x + + ToP: 29.93' 1- 6 GATE VALVE ,y 7t D.B. 744 PG. 171 S INV: 19.93' $ N• ~ p DATE: APRIL 7, 2003
+ 'p, 12 5' 1- FIRE HYDRANT El(ISTING FaIE MYDRAIff t1~ O \ + 299 1' BE RELOGT® BEHIND e
~ l~ THE NEW P1IOPOSED REVISED DATE: APRIL 30, 2003
~ M.H. f7 ~ 8' WATER LII'IE ~ -E T I EXI! TOP: 29.54 IP ~ ~ EXIST ~W ~ II - I ~-1 ~ SCALE: 1 - 100
INV: 19.18' \ l0 - OOMPANY
\ TRACT I °p0~° O / - ~i-' ~~~--TT F.B. 461 , PG. 7
\ M.B.44, PG.139 s73°oo'46• - ' _~x-' ~ T L~ _ m \ 99.36' ~ J' Exis, ---"-i.I SURVEYING - PLANNING -MAPPING , - NOTES: DRAFTER. F. WINBERRY
o a' \ ZONE RM-5 cE14ETERr s 239 NEW BRIDGE STREET 1.) ALL ELEVATIONS ARE RELATIVE TO N.C.G.S. ZIP # 17
N F ~ E / \ p p „ JACKSONVILLE, N.C. 28540 MONUMENT COBLE ELEV. 43.90 ft. (NGVD 88 VALUE) FILE NAME: H&S-STREET-WATER.dw
~ LARRY PENUEL \ NOT PART OF THIS PLAN 5 L D,B. 443 PG. 466 s<~,- N ES SHOWN HEREON ARE 910 455-3889 9 2. ALL DISTA C
\ lz. v~~ , , Ex~~~- t HORIZONTAL GROUND DISTANCES. FAX [phone] WO#: 025231
\ w \ Y 1- 8'x12" TAP It v~ ' 1- 8' GATE VALVE 3.) ALL SANITARY SEWER MANHOLES AND
n \ S. ~ 'ice' . L,O 1 rlucc Inc cvrcrtluc 1Ir\II s:cc nT41GGWiCF
Ll1IL 7 /1f\L L^iJI it \V VI.~ V 11 II.I~Vr
NOTED. GRAPHIC SCALE
w w NF 100 0 50 100 200 400 FLOOD INFORMATION:
fi~ ~~T G.5 / GLENN SLADE
a D.B. 523 PG. 408 / yG THIS PROPERTY IS LOCATED IN FLOOD ZONE "C, B & A4 " ACCORDING TO FLOOD INSURANCE RATE, ( IN FEET )
MAP NO.370178 0006 B ; DATED FEBRUARY 15, 1985. 1 inch _ - 100 ft. SHEET 3 of 1Z
3
a cr
CP

18'x8'x0.25" METAL THICKNESS
ALUMINUM STRUCTURAL PUTE HEADWALL
WRH TWO 81°x59" Dla. 10 GAUGE ALUMINUM ULTRA FlA PIPE 51U85 4' LONG
FULLY WELDED TO BASEWALL ON 18°30'00" SKEW _ _ _
> i-'~---I~ RADIUS a0tl SPIKE „ : ~ } / 11°I FT. SLOPE 5 N HQ DEWEY BROS. INC. .0 . `y"-2.0'
M o o ~ ~ z¢ U CATCH BASIN FRAME • li ~ COMPACTED SELECT FILL .
,m., ~ -1 ~ y : 2" RADI S O O y x Z & GRATE CH BN 2000 G) O n "a w aZ ~ OR APPROVED EQUIVALENT ~ TOP OF CURB WING PANEL ~ " WING DANEL
Dm WUgO » ~ JOINT SEALER q o: ~ 8" MAX 81" x 59" 1 8 0 81" x 59"
SHOO JOINT FILLER f• Z f.,'9 r T BASE COURSE 13l" RADIUS VAR. F• = z W 5" MIN 12" ~ G1 ~ SHOWING EXPANSION JOINT SURFACE COURSE N ~ C N ~ T" GUTTER LINE ° 1D GA. ULTAAFLOW PIPE p ' ' 10 GA. ULTRAFLOW P[PE ~ 0~
' ~ y ~ LS" 5" MONOLITHIC CONCRETE ISLAND ON i , STUB 4 Ft, STUB 4 Ft. •
wo >•b' RADIUS ASPHALT CONCRETE PAVEMENT ~ W c e" e" e
_ ~ / ~ IUBE ON ISLAND 4' HIDE OR GREATER) p 2'2"
f' 3' 0" 1.0' 8S7 STONE 1.0' p 0•
" 9" . 1>) ! FT. SLOPE-\ N
JOINT•BEALEp • ~--?•!PICAL SEC_ rloNS FOR PAVEt1ENT OE?TN ~ 4• ilS7 STONE TO HIGHER ELEVATIONS OF THE FLEX POINT OF THE PIPE
TO BE KEYED IN ON ,L - 4'•6" 6 18'•0" 6 4'•8" OR THE TOP OF WATER LINE
SHOWING GROOVED JOINT THE LAST LAYER OF a" m - PAVEMENT GURFACE • 4•
PARTIAL LONGITUDINAL SECTIONS C0°R°o calASE _ 12 "RADIIU~ o o a . ad ~ ° BASE COURSE BINDER COURSE TI RAO LL d n e. ° a c ° a d ° FRONT VIEW
n M OF PAVED ISLANDS OA EXISTING PAVEMENT O ° d ° p w 6 MONOLITHIC CONCRETE ISLAND z N a' e» s' o»
z = NOTE: ON ASPHALT CONCRETE PAVEMENT z A y NAIEN MONOLITHIC CONCRETE ISLAND I5 ON TOP OF SURFACE (USE ON 18LAND LESS 4 HIDE) ~ ` 25oo;rCONC, ' 90,0° 18° 30' SKEW
y ~D ~ J roonNG
m Z COURSE, 40d BPIKE9 SHALL BE DRIVEN INTO 9URFACE is~" x 5" L OIA. DEFORM G ~ 4'x6"x8'•0"x0.15" METAL THICKNESS
IRS ON 24~C 9TAOGEAED G" n 0 ~ UNDER MONOLITHIC CONCRETE ISLAND. SPIKES 8MAL1 BE _ A ~ ALUMINUM WING PANELS (TYP,)
v T oN ' GENT R Si'aE ~ W 3 CATCH BASIN DETAILS Fd S AGOERED 2 E S EACH YMAY. I q~ D N O IN TME CANCIIETE PAVEMENT (ISLAND) ANO CONCRETE ISLAND ; . ~ ~ ~ W NO SCALE 12'•6" TIEBACK RODS WRH DMA PLATE ASSEMBLY
~ ~ oe ~ (YONOLITHIG) PLACE 1'1" EXPANSION JOINTS AT 30 INTERVALS ~ N (TYP,) 24.0' 18.0' "INLET 18'x8'x0.25"METAL THICKNESS END" ALUM]NUM STRUCTURAL PLATE HEADWALL
~ ~ AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS /EINIEEN ? ~MD U8• N O WRH TWO 81"x59" Dla. 10 GAUGE ALUM]NUM ULTRA FLO PIPE STUBS 4' LONG
~ ~ EXPANSION JOINTS. ~ rti V T 5 MONOLITHIC CONCRETE ISLAND ON CONCRETE PAVEMENT ~ 9'•6" TIEBACK ROD WRH A•Q FULLY WELDED TO BASEWALL ON 18°30'00" SKEW
O THE JOINTS IN 71ff CONCRETE PAVEMENT (ISLAND) SMALL VARIABLE Z DMA PLATE ASSEMBLY 24,0' (TYP.)
~ LINE UP WITH THE JOINTS IN TILE CURD OR ClmB AND SUTTEII. JO[NT SEALER W JOINT fILIER 24.0'
THE TOP 13" OF TME EXPANSION JOINTS AND TME ENTIRE 3" CONC. COVER 45.0° 4'x8"x6'•0"x0.15" METAL THICKNESS
DEPTH OF GROOVED JOINT8 SMALL 8E FILLED AND 6EALE0 CURB ~ GUTTEN ~ )f"lFT. BIOPE AS CAlLEO FOR OM 4'x6"x8'-0"x0.15" METAL THICKNESS " 30° ALUMINUM WING PANELS ALUMINUMW[NGPANEL$ ~•0 {r,~awa7aa0j
WITH JOINT SEALER, PLANE. 12" o.c. ~ , „ ~ IPE ID + 2'4 i4 RE•BAR EACH WAY 3" 71/2" PE LD. + FOR JOINTS IN TME CURB AND/OR CURB AND OUTTER, SEE SURFACINO r s.~ • I •.o ro• 2'4" ( ) 24,0' (TYP,) ~ n ~
¢~°"i itQ:r, o°,rINCIDENTAI STONE'.~';r er~;i i 24.0' 10 GA. ULTRAFLOW PIPE ~1 a> i r.•`°.. Y"9 ` q,Q STUB4Ft, t"~"Ji~,l~y,~~
MEET 1 OF 1 STANDARD N0. 548.01 BNEET tOf 1 852.01 ~ PAVED CONCRETE ISLAND 852.01 ua"wMPOUND
• 12" _ 16» EXPANSION MATERGI '~I 18'x8'x0.25" METAL THICKNESS • K C ALUMINUM STRUCTURAL PLATE HEADWALL ~ ,,1q.81t E'L ;
WRH TWO 81"x59" Dia. 10 GAUGE ~ V , i ~ , ALUMINUM ULTRA FLA P[PE STUBS 4' LONG OUTLET 18,0 24.0 1 . 1 • ~ -
CONC M 81/4" GROUT FULLY WELDED TO BASEWALL ON 18°30'00" SKEW END 81"x59" DL4, lOC (2' WIDE) ALUMINUM , ~ ~ CONNECTING BVAND WRH 1 Ft. WIDE x 3/8" ~ ~ I~~'(! A,0' THICK FIAT GASKET : ~''""~;.:~."`";~0'~.;`
FILL 1/2 PIPE 1.0. mpa DRAINAGE DESIGN J~ ' ~
e ~ a a d, II 11 fa`aaNnt „„sr~xx FOR PIPE D ONLY
u a a, S" 5„ 5. ° d a ` 3'x3" WIDE ALUMINUM CHANNEL
P[PE I.D.+ B" BOLTED TO PIPE FOR LIFTING TOP VIEW Parker & Associates Inc° ut iD,+ 4" PURPOSES.3PER1301NT 0 ~ ~
GENERAL NOTE3~ 2~n~ c. a» ro• 45,0° (rrP.) C neultin~ Bn~ineere -Land Surveyors -Land Planners p.o. ell ~"re - aea41-owre
1. Treosvertlo ttructurol ioinlil"dap with I/1" rodil PIPEI:D.+ D. + "x .1 " METAL THICKNES Nen 9rid~0 8tr4Nt - 28610 4'x6"x8 0 0 5 S
~Ilall bo roquind In 1id~wall a! 1' lnforroll. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES ~ 3 0 ~ ~i ALUMINUM WING DANEtS 7a0bontllle, NOtih CalO11IIa (nP•) Pho3z,~ (910) 466-$414 - Fps [phone]
2. A 1/T" Erpealen solos will b~ r~quir~d at 32' ' InfNrelr on/ Whor• fA• Ndowelk loins eny rldpld
>ftroctun. , 8 PIPE and STRUCTURE DETAIL FOR SANDY RUN BRANCH
~ rtructurol joint 4 JUNCTION BOX DETAIL D NO SCALE
D NO SCALE J! i, 4
Or W • ~ ~ d „
~ ' ~ ' H =
~ Y ~ • O 'h" SAND ASPHALT OVERUIY
J } ' ASPHALT TACT ~ " SIDEWALK ~ 4"•8" DW, MODULAR GAB10N STONE
~ `v = 9 I/6" Red. Surface 1>ti' 1-2 or SUPER PAVE (9.5) 12 Ga. PVC COATED 3"x3" WIRE GABION CAGES _
7 ~ u ~ BY C. E, SMEPARD COMPANY OR APPROVED EQUIVALENT
~ '
.1 ' i' A , 'A', ~ I .
' D' TOP VIEW
/ + Iniorrnod or elt In~pro - I/! 0 11" ABC
nol~d erpon~lon strip. Varln 3' min, 1'- 0"
OAO(~ 3.0' 6.0' 12.0' 6.0'
FiLT6l CWTN
1` I I/2" Erponstion " I _
oint 1p =1-1 I=1 =I I 1=I 11=T=1 I I I ers _ ~ - - "min M Ie?e ~ ~ - ~ COMPACTED SUBGRADE, PER
i' ~ ~ a•' pti :j•;:;c ~ y ± 211 - - - SECTION 500 OF NCDOT SPECS ,t 3.0' 3.0'
3000 la. c o~~. , ; r
ExISTINO co a ROCI(FlLL ROCK FILL
GA6[Ot15 GABIONS
' ~ 5 SAND ASPHALT PAVEMENT and STONEBASE DETAIL N.C.D"O.T• STANDARD T. STANDARDS
D NO SCALE 3.0' 3.0'
Clt of Jack>tonvlll• North Corollnfi ' Y ~ STANDARD DETAIL APp1t~1~0
Do orf m•nf o p t Public Works • o ors I a/
Engle••rinq Dlvlrtlon • t~v1•od
TITL T I . Sofil• Not to •ooo SIDE VIEW
, . . .
0 ' W 12,0' 12.0'
' I/1" E d e '.1~'.~ . d Y .
+ u t • FRONT VIEW
1/2 E ~ «
' - - 1Y. ~ 2" SUPER PAVE (9.5)
9 GABION DETAIL
a D NO SCALE
e ~ •~9:' e
r ~.V .A o~
' p~ • "'-12" ABC
• VERTICAL CURB f3 GUTTER SECTION • • e
v n
RIONT OF WAY I varla115) I
~ ~ ~ COMPACTED SUBGRADE, PER
(rorloblo) ~ _J - - - - - - - - BECKON 500 OF NCDOT SPECS
~ I • " ~ 6 2" TO 121/1" q
(votbblol * 2~a wrleblo) 1'-3 1/ F-
~ O SLOPE I~ ~ ~
1/4": ~ I © A~ F4 ~ ~I C I 2 DLO hl
:r;a,~;.,a v. j• r! ~';+~i1'•,'a•~'.•~' t!'a~'!'' i P,a I 1•h a •.a .i'~ i~ 6 PAVEMENT and STONE BASE DETAIL CITY OF JACKSONVILLE
"v.'•;.~1.!;. ~t%' Mal AilRE®ATE BASE COURSE ~ ~ r. ; . A < D . 'A.•a ."1"•.e s .A e•~o•• O D NO SCALE
eo PAVEMENT WIDTH (uorlolb) A ' ~
. 'j ' 'd'~ ~ o ~s . ,a' 'l• V W
oaclc ov cuee TO BACK Of CURD (rarlool~) MOUNTA6LE CURB Q GUTTER SECTION o o:
C W!
0 • ~ 45" SAND ASPHALT OVERLAY PROJECT:
0~ j: ASPMALTTACi
r tl0a aur6 A q~lfor moy bo uqd p 1 ~ c"'' in Uoq of 24 motion, _ d L Nrl uood In eolbofor otreofr. " ~ " ` ~ a EXISTING I-2 PAVEMENT ~ V '1
~ /1//" ~ 1 91/1" 71/~ 1~1" p ~ O 2. A?fornato dosiGo may bo uood For Ra ooloRf 6 baoo cargo /oNRn - ~ Z ~ r ~~P` ~ ~
on raidonllel Nrooto. ou • Z ooollon I. a O ~ r~ d
''d~~'` Ne e 2 w
C•; o • e
City of Jacksonville North _ ; P' Y • a 'Carolina STANDARD DETAIL APPROVED s : ;?,ry = • ;.d; _ : , • e 8 } 0 o 239 NEW BRIDGE ST. JACKSONVILLE TWP.
Department of Public Works arq " a. W JACKSONVILLE, N.C. 28540 ONSLOW COUNTY SCALE. NONE
Data of. on i nW: En ineerin D n 8/17/87 4 q Ivialon "r . o iDate revised # PHONE: [phone] NORTH CAROLINA SUBYV MWD COMPANY
J TITLE: TYPICAL STREET SECTION CURB 8 GUTTER scale no to goals °
i H
SAND ASPHALT OVERLAY DETAIL N.C D 0.T. STANDARDS DATE: APRIL 14, 2003 / Revised April 21, 2003 SAVE INFO.: 025231•ROAD-DETAILS.dwg @ ZIP #17 7
11 MODIFIED MOUNTABLE CURB & GUTTER sECTION u Ec' D NO SCALE CADD TECHNICIAN : F. WINBERRY SIW". 4 OF 12

REF. EROSION AND SEDIMATE CONTROL PLANNING
AND DESIGN MANUAL, D.N.RC.D. 1988
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
S3;;
S�C'� p�C'F
DR�C,�
UNS�p f4
R 40
NOTE: BURLAP SHALL KQy
NOT BE USED. A�
�■.� ■■■■
ROME
.■■■■■a
WOODEN POST -
WELDED WIRE It
DIRECTION OF
RUN OFF FLOW
EROSION & SILTATION—BACK FILL
CONTROL FABRIC
1
24" TYP.
MINIMUM 2"x2"x48" OAK WOODEN POST
OR OTHER WOODEN POST MUST BE AT
LEAST 4" IN DIAMETER
WELDED WIRE MESH
NOTE:
SPACING FOR WOODEN
POST SHALL BE:
1.) 8' MAX WITH WIRE MESH
2.) 6' MAX. WITHOUT WIRE MESH
WITH EXTRA STRENGTH FILTER
FABRIC.
\ GROUND LINE
a 24" MIN.
EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TYP. INSTALLATION OF
D-20 SILT FENCE
NO SCALE
VEGETATED V -SHAPED
WATERWAY WITH STONE CENTER DRAIN
11_
12 ill=111=111
=III=„ 11EIII= III=
_III=III= III
18 III_,j,-_ ==III=111=III
6x -__I- II =1 -=111=1
-"�r`TTT����� -111111=111- -111
_ 111=_III=III=11
Illclll==III=111111=II 'll -TI -111=111=111 " "
cul=111111=III==III`��,j,l�l-n jl _=LII = 4 m 12
m=T-=-_-- nl=
FILTER LAYER.
gravel or ftllbric
TRAPEZOIDAL RIP RAP CHANNEL
1111111 _III=1
ui=u, 3 m=1n=
clfl =III
m lil m lil L 3.0' I� • ul = III
111=III
-111=—III— 'llGlll=III=111
111=_ =III=W_ 11=III= III =III=
=111111= IIT_111=III=III=III=111=111=111=111=III=IIIc II = •`•_
_111=ljloul=IIIEIII=111=111=III=111c111=111=III 1=u1,-,I�IF 11U I'lu u1
FILTER LAYER,
GRAVEL OR FABRIC
VEGETATED PARABOLIC-SAHPED
WATERWAY WITH STONE CENTER DRAIN
W
=III=1 2/3 W II=III
III=III —_111=_111=
clll=III=1 =111=III=111
III=III=111 ISI=111oIII=
=111 EIIIF IT $IIIc1�l=1u_III
III=111=111=III=III= 00 I = 111=III=111=_111=
=III=III=III-III=111c111� I•� .p =III=III =111=III=111=III
111=111= III = III = III = III = III =111=III=111-III=III= I-111-III=111=111=III=_111=
=111=III=III=III =III=III=III-III=111=111=111=III III=III =III =III=III =III=111
FILTER LAYER,
gravel or fabric
D-21 CHANNELS DETAIL
NO SCALE
2"X 4" WOOD FRAME • "^
DROP 11\11 PT
-' Y MIN
BURIED FABRIC
GATHER 1 ' ' . . �Y
EXCESS V'
------AT CORNERS
FABRIC & SUPPORTING FRAME FOR INLET PROTECTION
L I' MIN
I�
F
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE HOOKED ONTO
PERFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO.8 STAPLES.
3'0"
II
T MINIMUM
ULTRAVIOLET RESISTANT (BLACK) MIDRIFF
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL CUPS OR WIRE AT 8" OFF
CENTER
7 MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR
.8.0' MAXIMUM DISTANCE
811 BETWEEN POST.
NATURALGRADE
CARRY APPROXIMATELY 12" OF FABRIC INTO TRENCH,
COVER WITH SOIL AND TAMP BACKFILL.
CARRY 6" OF WIRE INTO TRENCH.
;0iii1imilill 11111MI1111
METAL, CEDAR OR 4"X4" TREATED WOOD POSTS AT 8'
ON CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE Y DEEP MINIMUM.
8' O.K.. MAX so -
SEDIMENT STORAGE PIT
IFLOW OF
FLOW WATER
LIFE OF THE SLLT FENCE, rr IS OFNFAALL.Y ADVISABLE
TO INCREASE STORAGE CAPACITY AND PROLONG THE
TO DIG A SEDIMENT PIT IN FRONT OF YOUR
SILT FENCE WHENEVER POSSIBLE.
&�N'OLTFENCE DETAIL
SCALE
NOTES:
I. La IS THE LENGTH OF THE
RIP RAP APRON. (SEE PLAN AND PROFILE)
2. d= 2 TIMES THE MAX STONE
DIAMETER BUT NOT LESS THAT
411.
3. IN A WELLDEFINED CHANNEL
EXTEND THE APRON UP THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAX TAIL WATER DEPTH OR TO
THE TOP OF BANK, WHICHEVER IS
LESS.
4. A FILTER. BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP RAP AND
SOIL FOUNDATION.
a aa -a Ll\ Llll1�1�61
RIP RAP OUTLET PROTECTION DETAIL
NO SCALE
EXISTING ROAD
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2.1/2" to 1 ") or AASHTO
designation M43, size No. 2 (2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right -of
way. When washing is requited, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or outer approved methods.
6. Maintenance • The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights-of-way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or clean out of any measures used to
trap sediment All sediment, spilled, dropped. washed or
tracked onto public rightsofway must be removed
immediately.
STABILIZED CONSTRUCTION ENTRANCE DETAIL
NO SCALE
NOTE; SWALE AND BERM SHALL BE
GRASSED AS SOON AS THEY ARE CONSTRUCTED
TEMPORARY DIVERSION SWALE DETAIL
NO SCALE
EXISTING GRADE
1800 cu ft/acre
BOTTOM til
STORAGE
66.7 CFS/AC
1.5
ft
5 ft
MAX
FILTER
FABRIC
Ulw
3 ft MIN.
TEMPORARY SEDIMATE TRAP DETAIL
NO SCALE
CURIAX BLANKETS BY AMERICAN
EXCUSIOR COMPANY OR APPROVED EQU�
Y BOTTOM
3:1 SIDE
SLOPE MAX
6" METAL STAPLE PLACED ACCORDINGLY
TO MANUFACTURES SPECIFICATIONS.
ED-28 EXCELSIOR BLANKET DETAIL
NO SCALE
A
TEMPORARY DIVERSION
RIP RAP APRON
B
TOP LENGTH
2:1 SID SLOPE (TYP.)
BOTTOM OF SEDIMATE TRAP
Ylft�iii
A
TEMPORARY DIVERSION
DIVERSION BERM
RIP RAP SPILLWAY
FLOW RELEASES TO
NATURAL GROUND
B
10'
RIP RAP
�LINED SPILLWAY
1211 EXIST.
)IMATE TRAP, DEPTH
SECTION A -A
6" DIA. RIP RAP LINED
SPILLWAY BERM
4" THICK #5 WASHED
2" MIN. STONE ON THIS SIDE
SPOILS BERM
EXISTING
GROUND
12" MI a� SEDIMATE TRAP
DEPTH °
RIP RAP APRON
F
F,
TEMPORARY DIVERSION
EXISTING GROUND
ZDIVERSIONSW:E
NOTE: SEDIMATE TRAP TO BE
PERIODICALLY INSPECTED AND
REPAIRED TO INSURE
SECTION B -B DIMENSIONS ARE MAINTAINED
TEMPORARY SEDIMATE TRAP
WITH DISCHARGE TO NATURAL GROUND
NU IiCAL.E
SPACE CHECK DAM
A B
L _
L=THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
STONE CHECK DAM
min.
^ SECT. A -A
�� ND SURv����
REN P� D-30 CHECK DAM
NO SCALE
SEDIMENTATION & EROSION CONTROL DETAILS
PROJECT:
COJVJ ERCE ROAD EXTENSION
239 NEW BRIDGE ST.
JACKSONVILLE, N.C. 28540
SURVEYONG COMPANY
910.455.3889
DATE: APRIL 14, 2003 REVISED DATE: APRIL 29, 2003
CADD TECHNICIAN: F. WINBERRY
JACKSONVILLE TWP.
ONSLOW COUNTY SCALE: NONE
NORTH CAROLINA
SAVE INFO.: 025231 SED-DETAILS.dwg @ ZIP #17
SHEET: 5 OF 12

2'-0"
DEWEY EROS MUELLER CENTURION MODEL I. MANHOLE COVER < RING A 423 TIRE HYDRANT WITH
M.H.R.C.R. M2001 C.I. MANHOLE COVEF 6 112' I -4 I t2" PUMPER NOZZLE AND 2-2 112' HOSE NOZZLES
AND 5 I/4' MAIN VALVE OPENING
I 112" CEMENT PLASTER \ '\\i~\ ON EXTERIOR SURFACE
~ AND VERTICAL SIDES ~ 2' DIAM.
OF INTERIOR WALLS FOR BRICK OR BLOCK ~ SIDEWALK 2" CURB t GUTTER
Z M. H.
io MANH01~ STEPS ~ ~ ~ \ ~ Y , /
iv AS SPECIFIED
I'-6' I ~-0' I'-0' \ ~ s' Z
' 4' or 5' DIAMETER DEWEY BROS. VBX-TE- 100 ~
I 4' r LAM. (AS REQUIRED) I VALVE BOX OR APPROVED EQUAL b 0 mu . 0
A5 REQUIRED - r~ 6' GATE VALVE ~ om ool d+q~$ "o\~
M.J.LOCKFDHYDRANT ~o ~gioQ~{i~~i/
TEE OR TEE WITH APPROVED PIPE " n I ' n
NOTE: INCREASE WALL TO 12" BELCWV RESTRAINT
w 12 FEET FOR BRICK a CONCRETE THRUST BLOCK
'iw v~ . \ m ~ OR BLOCK PLACED AGAINST
a ~ , j 4 L- 10' UNDISTURBED EARTH M.J. LOCKfO HYDRANT
~ SHAPED FILL e z: i z i 2 ADAPTOR OR APPROVED PIPE
.
CONCRETE MIN. Of 3 CUBIC FEET Of ~ CRUSHED STONE TOR DRAINAGE
~
s ' ~ 8"
_ ~ ~ ~ -
\ is :,•~~i • ~ •e • • • • • N • • • • • • • • • • • • ~ ~
~ • e • ~ - TYPICAL HYDRANT SETTING (SECTION)
NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE. SECTION SECTION NOT TO SCALE
TYPICAL BLOCKING DETAILS
a
LE CONCRETE SCHEDULE CONCRETE THRUST BLOCKING SCHEDU VERTICAL BENDS
0 ROAD SURFACE 3-0"
BLOCKING AREA (SQ. FTJ MIN. CU. YDS. CONCRETE MIN. CU. YDS. FITTING CONCRETE
SIZE CURB E , GRASS : .
TEE 90° 45° 22112° TEE 90° 45° 22112° 90' 45° 221'2° GUTTER' UTILITY
4" 0.8 1.2 0.7 0.3 0.13 0.13 0.13 0.13 0.7 0.4 0.3 STRJP
h SIDEWALK.
6` 1.9 2.7 1.5 0.8 0.13 0.13 0.13 0.13 1.3 0.9 0.5 ~ ~ NOTES: WYE FITTING 4" CLEANOUT ' BRONZE CAP
8" 3.3 4.8 2.5 1.3 0.13 0.13 0.13 0.13 2.5 1.7 0.9 I . M.H. DEPTH IS MEASURED FROM CURED FROM
I 0. I 2.5 2.8 1.5 TOP OF C.I. RING TO CENTERLINE INV. CENTERUNEINV.
10" 5.2 7.3 4.0 2.0 0.13 0.3 0. 3 3 OF M.H.
i 2' 7.6 10.6 5,9 2.9 0.3 0.4 0.3 0.13 5.6 4.0 2. I 2. M.H. DROPS ARE REQUIRED WHEREVER INV. IN IS 2.5 FEET ~UIRED 2.5 FEET
'.OUT.
16" 13.3 18.9 10.2 5.2 0.5 0.9 0.4 0.13 9.8 7. I 3.7 OR MORE ABOVE INV. OUT.
18" 22.5 32.8 17.3 8.9 METER BOX, DEWEY BROS. NOTE: PROVIDE BEND FOR
NOTE: Areas of bloclung and approximate yards of concrete m the above table are based on the CONTRACTION AND MBX- I OR EQUAL EXPANSION PLAN VIEW
following data: 2000y sal preswre and test preswre at 150 p.s.i. (blocWng ua wblect to
change based on vaned sal cond~t~ons and shall be done 5o at the directwn of the Engineer).
A_ DA_R_D_MAN110LE A Y SEWER ST N SAN T R _ NOT TO SCALE
METER TO BE 4" CLEAN OUT SET BY CITY BRONZE CAP
~ COPPER METER SETTER WITH CORPORATION
w STOP, MUELLER 3/4' PE 3406 5DR 9 ANGLE STOP AND LOCK WING ~ H 15008 OR SERVICE TUBING (FORD V 72 82) OR MUELLER
u APPROVED OR - ~I H14008-99010)
z EQUAL SUPPORT METER BOX ON 6 BRICKS
w ~ WITH 4" SAND BEDDING. ~ b SUPPORT SERVICE UNE _ 4" - I /8 BEND STONE NOT PERMITTED. 0 m ON TAMPED EARTH I 'MIN. SLOPE
UNPAVED AREAS _z
SUBJECT TO TRAFFIC PAVED AREAS NOTE: 4' - I /8 BEND PLUG
OPEN TERRAIN CRUSHED STONE SOLID STAINLESS STEEL BANDS m o 0 4' WYE PIPE BY OTHERS p~ co oo° SUPPORT SERVICE LINE ON
OR GRAVEL ROAD 5URFACE SHALL BE 300 SERIES I /2" x .05" HEAPED BACKFILL, BACKFILL (BAND-IT TYPE 316). ALL BAND TAPPING SADDLE o 00o UNDISTURBED 5011
NO TAMPING CONNECTIONS SHALL BE DOUBLE IF REQUIRED o IN LINE WYE (SERVICE SADDLE
BANDED. FOR PIPE CONNECTIONS ~P WYE MAY BE USED ONLY IF 0o APPROVED BY THE DIRECTOR)
• -PAVEMENT BASE 12' OR LARGER TWO (2) SETS OF MECHANICALLY DOUBLE BANDS WILL BE REQUIRED. MINIMUM SEPARATION ~00 0 og
COMPACTED INITIAL BACKFILL MANHOLE WALL I S' IF LATERAL oo°~ ° M67 STONE OR APPROVED SEPARATION LESS BEDDING MUST ENCASE
BACKFILL, IN (HEIGHT VARIES NOTE: 6, 12' WITH HAUNCHING) FLEXIBI~ SLEEVE BC!OTS SHALL 3' MAX. 3' MIN. THAN 10' SERVICE CONNECTION
EMBEDMENT NCHING NOT BE USED WITH CONC. PIPE.
ZONE ~ (HEIGHT VARIES) GROUT WATER & SEWER SERVICE CONNECTION ~ Foss Y
~ 9~ , Not to scale ~
BEDDING 8' THI (HEIGHT VARJES) PIPE 8 THROUGH 12 PIPE S 1 2~ t
VARIES HANNE :~l ,yl ~ ~ 4 •
FOUNDATION
(IF REQUIRED, ::;::f~Rf)k:~':::::;:;;::.::,:,::': ;`z SOLID STAINLESS STEEL B~ PIPE EMBEDMENT DEPTH VARIES) TAINLESS STEEL BANDS ,+++QN R M~11,~,,~
TYPICAL SEWER (30o SERIES 112" x .03') +~~+UnniNti~~
AND BACKFILL SECTION ker & Associates Inc. go Par
MANHOLE BOTTOM COMPACTED M67 STONE Not to scale ED M67 STONE f ~pi~ ~r0~ Consulting Engineers -Land Surveyors -Land Planners
P.O. Hoz 978 -28541-0978
908 New Hrldje Street -28540 ]aoluon~ille, North Carolina
FLANGE CAST INTO MANHOLE Phone [phone] - Faz [phone]
REINFORCED CONCRETE COLLAR
24" X 24' X 6' NOTE:
LUBRICATE THE FOLLOWING: I, (I) PIPE EXTERIOR
(2) BOOT INTERIOR FOR:
(3) BOOT EXTERIOR -MANHOLE WALL _ ~ ' ~ / ~ (4) STAINLESS STEEL BANDS
Y ~ ~ ~ OP 4 BOTTOM i\\\ \ R ) \ \ ~
/ / / , i / ~ 3 MAX. ~ STAINLESS STEEL EXPANDING BAF m / /i EL EXPANDING BAND
o NOTE: r°u NO SCREW TIGHTENED BANDS GROUT 239 NEW BRIDGE STREET
rn Z SHALL BE ALLOWED. JACKSONVILLE, NORTH CAROLINA 28540 8" THROUGH 18"
N _ w CAST IRON VALVE BOX NCH 8" THI Q; ~ > DEWEY BROS. VBX-TE- 100 BE PIPE PIPE 910 455-3889
m ~ OR APPROVED EQUAL CHANNEL
CAST IRON GATE VALVE JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
0 m ::.GRQUI.: • SOLID STAINLESS STEEL B~ iAINlESS STEEL BANDS
~ (300 SERIES 112' x .03') n a RIES 112' x .03') A G r~ ~ ,
~ COMPACTED N67 STONE O sslo < DATE. APRIL 21, 2003 ;TED N67 STONE Q. p4E Nq~ ~
°i H M a P 0 Q y SCALE: AS NOTED
m s 2 U~YUB~ C®9VI~~1~@Y
a 223 * F.B. 461 PG. 7 ~1 ,
cn FYPANf)IN(: 9TAINI FSS STFFI INTERLOCKING SLEEVE ~1. c~i~rn+cvT~i~ n~ A~I~IT111/" ~AAnnT~l/` f1DACTCD~ C 1AITAIRCDDV
DV RVCIIIVV rLF11Y lY11YV i ie+rrarv%3
TYPICAL GATE VALVE & BOX
Not to scale cc FLEXIBLE SLEEVE BOOTS \\64LRDEtf"'~~'\ `2 39 NEW BRIDGE STREET ZIP #17 JACKSONVILLE, N.C. 28540 FILE NAME: 025231-WTR-DETAILS.dwg
3 Not to sca e [phone] Wp#: 025231
m
N Ln Cu FAX [phone]
O Sheet 6 of 12
cry LO Z
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I
\ \ (20'x20')
\ 31 N, ~ C \ ,8~1 Ut Il1TY EASEMENT TYP.
~D NO \ ^,ti y TRACT II
'~H \ \ a ao \ \ M.H. 8 ~ OD 33.90' M.6.44, PG.139
\ 4o L.~ 40 L.F. 8' SAN. SEWER INV. 28.00' 1- B"xB" TEE @ 1.00%GRADE r- 2- 8" GATE VALVE
LEGEND: o
'f \ \ llofi j 1 IoINT e• o.l yf ' WIDE WATER CE
OO =MANHOLE \ 5' WIDE wATE DEWALK AT SEWER C ING
-2a- _ ~ M ~ \ SIDEWALK AT SE CONTOUR LINES 30 DRAINAGE EASE E 1yp, TYP.
TC =TOP OF CURVE s ~ F~ \ 1- 8"x6" TEE
EOP =EDGE OF PAVEMENT "20NOO \ 1- 6" GATE VALVE E B" \ \ CS ~ TRACT III
= FIRE HYDRANT \ 1- FIRE HYDRANT 3 d \ \ \ 'q z o L.F.s" ~ cY M. .44 P
W.L. =WATER LINE "FOOD \ \ `sx ~ M.H.3 saw sEwE w, B , G.139
2pN8 C" \ / ~ =FLOW DIRECTION \ , \ \ '8g i M.H.4 m
\ \ \
? =TRAFFIC FLOW \ \ \ \ !0 " '00 1- 8"x6" TEE
30'PERMANENT EASEME \ s \ ~ s =SANITARY SEWER MANHOLE Stiff AS PER D.8.862, 4 \ \`~4 \ P~' 1- 8x6 TEE ~ 1- 6" GATE VALVE 39 1- 6' GATE VALVE L _ J 40 L.F. 6' SAN. SEWER ~Op 1- FIRE HYDRANT
= T P 2.4' Fa"5 GATE VALVE ED \ oP wau . 4' c:e: IN°v Zy 2 20 1- 8" GATE VALVE @ 0.60%GRADE (,F ~
UNDISTURB NV. 0 23.24' 6" REP ~ NATURAL SLOPE D•3 (TYP.) 1-FIRE HYDRANT wrtH Plus a eloac •g., " L K AND CLEAN OUT S,y 1- 8 PLUG & B OC N S
INV. =INVERT e•THICK F 40 L.F. 8" SAN. SEWER
= 3'x24'-6' HIGH \ \ F.E.S. FLARED END SECTION GABtOUS o \ aoL.F.-1 " IPE®0.509 GRADE F 1.0% GRADE
D-9 60 L.F. M.H. 2 -WATER METER 20L.F.•24" IPE 0.6o%GRAD DIP M.H. 9 TOP 37.00'
C.B. =CATCH BASIN HEAD LL E~ 1.000 A" INV. 30.00' F" /
5 / C.B. TOP 32.4' f N~ P TRACT I \ PSJ• C.B. INV. 29.0' "Z~ 4.5'x4.5'x6'x4.5') 5'x4.5'x6'x4.5') S '~v
- 33- =CONSTRUCTION CONTOURS ~b ALUM. WING ~~F• \ 6(RIPRAP•9•n+luc M.6.44, PG.139 ~ 9 oIP D•2a PANEL (TYP.) M.H. 10 \ IP RAP - 9' THICK \ D-24 ~ / ti 20'D.I.P ~P' ~x
000 OP: 32.5' ti tt~~V
0000 =RIP RAP v: 21.1' ` e.o' llo F DITCH® H'Al' 3S ~ ,`p'' ,7,V DITCH @ M.H. 5 C.B. TOP 36.68 Q ~ G``
0 0 F.E.S. INV. 28. \ " \ 0,30°!o GRADE WITH E SLAPE H FLOpp C.B. INV. 33.68' Q~ 12' wIDE KEr "ZONE ~
THIS TRACT NOT 1- a"x8 TEE 6" wP RAP \ 5:1 SIDE SLOPE 12' 2- 8 GATE VALVE 60 L.F. 59"x8 " 9" THICK \ ExcELSIc ~ EXCE~[OR BIAN Bx .TOP 36.
PART OF THIS PLAN 1'h:l SLOPE 3 D = EXCELSIOR MAT ULTRA FLOW PIPE RCH D-2B ~ • C.B. INV. 3 . 6' (8'x8")" 6" RIP RAP - 9 THICK
0.4096 GRAD P HEi1D WALL 30. 0 ~ ~ \ A NV. of PIPE 23.56' FFEa `2 ~~6 D-$ \ \ DITCH "Bl" 0 TO STABALIZE OUTLET 3.06 ACRES o-3 o-z4 110 L.F. DITCH @ 40 L.F. IB• R.C.P. @ 0.)(1% G
5 \ \ \ \ \ 0.30% GRADE WITH F.E. NV. 32.44'
--o- =SAN. SEWER CLEANOUT ~ \ \ \ \ \ \ 5:1 SIDE SLOPE 20 LF. 18' R.C.P. @ 0.50% G
~ =HANDICAP RAMP 3 a P ~'y uNOISwRBED \ ~ \ ~ (4.5'x4.5 'x4.5') / \ 6' R!P RAP • THICK c
SEE SHEET 11 of ii ~ 5~ ~ \ 3o'IxuINAGE \ ~ 5PC\ \ EASEMENT ~s D-za .ti1 m 3.4a otih a
FOR N.C.D.O.T. DRIVEWAY IMPROVEMENT ~ ~ ~ \,F 30' PER NEN~' \ / ~ / ~ ~~0 b BO L.F. 3 ' R.C.P. @ 0.55% GRADE
1- 8"x6" TEE tiAa UTILITY MENT \ \ 0'~~/ ~ ~ r
1- 6" GATE VALVE ~ ~ \ AS PER D,B.862, .234 / 1- FIRE HYDRANT ti° d+ 1- 8Yx6" TEE ~PG~/ ~
\ / 1- 6 GATE VALVE O~/ h .E.S.IN .32.00 w
~ 1- 8" GATE VALVE DITCH INV. 28.45 3.0' ItrP. 1- FIRE HYDRANT \ DITCN INV. 28.45' IS' WIDE Ay+ti EXCEl510R BLANKET /
4' w~5ala i o~ ~ 1- 8" PLUG & BLOCK WA S OF \ \ \ 0 37%L G~ ~ D-28 / / 'y (9'x12'x9'x12') \
~ 5' WIDE UNITE ATE \ o ~ ~s ~ SIDEWALK (a.k.a. DY \ \ \ 3:1 SB>E / 6' RIP RAP249' TN1CK
s TYP• RUN BRAN H) \ RCH'A3' / / ~ 12 L.F. DITCH @ DRCH INV. 33.13 /
\ M.H. 1 ~ BOTTOM WID = 6' \ 410%GRADEWITH \ 1'At~51DESLOPE` 15'WIDE
EXISTING 12' w.L. $ ,ti00 1 WATER SERVICE DEPTH = t5 \ " ~ e X19 TYP. d~ \ 1- 8x12 TAP & ~,O \ \ / / EXCfLS[OR BLANKET
\ : 1- 8" GATE VALVE p ~ 0 ~ DIfCH 'B2" D-28 ~ 35 L.F. DITCH ~ /
5~ ~~1 A10 E1 3s \
~ \ ` (T ~ 3 \ a ~ fEa 0.3% GRADE ~ 3:1 SIDE SLOPE DRCH INV. 31. '
~0\~ 30.0' ~ 9~AOf 1 DITCH "Cl"
\ 110 L.F. DITCH 3o ar N ~ / 0. 0°/a GRADE W H
'P ~ \ ~ . pb .ct10~P / ~ 3. SIDE SLO /
\ ~ titi , ef+I ~0 0 a~ ~ ~ ~ ,ego \A~ / / 1 ~~pnm~"h ~
< r F3 ~ti5
6' 'P 1\ ~ ~~r 50\''C0~ $ O, p cS o 15~~ / O ~ "xt~ ~S~Q'AJ,, ~i ~ ` \ r
X90 ~j.'' ~ 0,~~ ~ ~ a o ~ • ~ ~ • • / .a~' ~
~ o 0 1 2 ~ ~ ~ (12' WIDE) / 20' DRAINAGE a ~ ~ ~
\ ~ ac ~ 2.68 ACRES 6' R[P RAP UTILITY EASEMENT : . 1 ~ ~ ; . ~ . `7 ~ 9' THICK ~ i I ~
\ \ ~ ~ / / o~ , air,,.
~ \ t~ ~
~`1, / 3
/ / / 2.77 ACRES
O ~ ~ 1F 1 ~ / ~ / DITCH "C2'
O ~ / WATER MAIN STUB-OUTS FROM / / 220 L.F. DITCH f9
~ ExisnNG FIRE HroRANT / / 1.so~GRADE HYDRANYS, TEES, VALVES,FITTINGS / / WITH 3:1 SIDE SLOPE ~
~ ~ ~ ~ To eE RELOCATED BElIIND ~ ~1 ~ THE NEW PROP06ED R/W / ~ / ~ SHALL HAVE RESTRAINING RODS
i~ / ,J•; ct ; -;r~~:-~-,- OR GRIP RINGS.
CH INV. 28.45' y~ptta 0,~1 / r 1. ( 2
~ \ SEE SHEET 10 of 11 6 ? f~ WATER AND SEWER DESIGN, AND
~ \ FOR N.C.D.O.T. DRIVEWAY IMPROVEMENT ~ L-12
DRAINAGE DESIGN FOR
~ ~ PIl'E "D" ONLY
W ~ti0 ~ S~, Parker & Associates Inc.
CURVE RADIUS LENGHT TANGENT CHORD BEARING DELTA DITCH C3 COIIellltdII - ~ En eers Land Surve ore -Land Planners • II- I 12 L,F. D CH ~ ~ ~
22' 7' 1"w Bo~54'05• ~ HORIZONTAL SCALE: 1 Cl 430.00 607.16 366.61 557.96 S 0 0 \ c ALE. 1 -40 ~ ~ P.o. Ho: 978 - 28541-09x8 41A% G E WITH 308 New Bri a Street -28540 ,
VERTICAL SCALE. 1 - II .p I 1'h:1 SI SLOPE 1 ~ 'iLE. 1 -(7 Jacksonville, North Carolina
Phone [phone] -Fax [phone] ~ ) ~ ~
00-50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 + 9+00 10+00 MATCHLINE"A" 7+00 8 00 11+00 12+00 12+30
50
40
30
20
3
S Y
[T1 10+00 11+00 12+00 MATCHLINE "A"
O O
CU PLAN & PROFILE
10 O
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OJ O N
T (0
f
JACKSONVILLE TWP., ONSLOW CO., NC
r 0 H
7+00 8+00 9+00 SHEET NO.
00-100 0+00 1+00 2+00 3+00 4+00 5+00 6+00 D LANIER SURVEYING COMPANY. PLLC.
CL SURVEYING - PLANNING - MAPPING 7 OF 12
a CENTERLINE OF STREET m 239 NEW BRIDGE ST. - JACKSONVILLE, N.C. - 28540 DISK: ZIP #17
Cu - - LEFT SIDE RIGHT OF WAY N Phone [phone] - Fax [phone] F.B. - PG.
O - - = RIGHT SIDE RIGHT OF WAY 464 - 18 NAME: 025231PP.dwg
U) co z = PROSED CENTERLINE DATE REVISED DATE SCALE DRAWN DESIGNED JOB NO. 025231
a 03/31/03 05/07 03 AS NOTED F. WINBERRY B. LANIER
J
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P
P INC. ~
ONSLOW PRO ETIES
P .301 D B 636 G
g HOME D POT
TRA
TRACT III o,
n
M.B.44, PG.139 ~i
a
o
+ Z EXTEND 8' WATER ~ ~9 ~ ~ MAIN TO 8" MAIN 04 LEGEND: ~9
. I ~ DESIGNED FOR HOME 0= / ~ ~ 00 =MANHOLE
~ s DEPOT. COORDINATE U / ~ Q AT THE CONNECTION 0 / / -z<--- =CONTOUR LINES
F ST WITH THE H ME _ /
q, DEPOT CO CTOR W 1~x / TC =TOP OF CURVE
~ 11 ~ / / EOP =EDGE OF PAVEMENT
~ .N. 9 =FIRE HYDRANT
OP 37.00' INV. 30.00' F.E.S. INV. 2,44' W.L. =WATER LINE
~ 1- 8"x8" TEE 1- 8"x6"TEE I S 20 L.F. 18' R.C.P. 0.50% GRAD 80 LF. 36' AL 0.55 % GRADE 40 L.F. 6' SAN. SEWER 1- 6" GATE VALVE / ~ ~ =FLOW DIRECTION
40 L.F. e' SAN. SEWER i i 2- 8" GATE VALVE Q 0.60%GRADE 1- FIRE HYDRANT 1.0%GRADE WTIN PLUG 9 BLOCK / ~ COLLEGE PLAZA INC.
AND CLEAN OUT / i ? =TRAFFIC FLOW D.B. 606 PG. 383
C.B. TOP 36,68' / i C.B. INV. 33.56' 'WATERLINE Qs =SANITARY SEWER MANHOLE
7 / ® =GATE VALVE
" SEWER M.M 7 N36°25'27"E INV, =INVERT
N62°34'03"E SAN. 1.56 5 - 41' 150 L•f' 350 L.F. 8" SAN. SEWER 288.09' M.H. 6 C2
-B _ 20 L.F. 18' R.C.P. 0.50%GRADE `~9 15 F.E.S. =FLARED END SECTION
C.B. TOP 36.68' =WATER METER
C.B. =CATCH BASIN
R T V AB E _ -CONSTRUCTION CONTOURS
F,E.S. INV. 33.44' 4' SAN. SEWER CURVE RADIUS LENGHT TANGENT CHORD BEARING DELTA o 0
1- 8"x6"TEE (2o'x2oq wrrH cLtAN O~ 39 ~y F.E.S. INV. 32.00 1- 6" GATE VALVE unLm EASEMENT C C2 500.00 228.14 116.09 226,17 N49°29'45"E 26°08'36" 0000 -
~P' 1- 8 GATE VALVE '9 °ooo -RIP RAP
1• FIRE HYDRANT ao L.F. 6' SAN. SE ER 1g HOM Q 1- 8" PLUG & BLOCK W~'~t~ c~aAO x~ HOME DEPOT ° °
AND CLEAN OUT FO TI TRACT
9 - 36 sa = EXCELSIOR MAT
O P'1 W ,~1
+ Z ~ ~ 38
. _ ---o- =SAN. SEWER CLEANOUT
tJ
Q ~b
~ ~ ~ 4 3.06 ACRES 1.82 ACRES ~S
TRACT III
M.6.44, PG.139
35
34 f~7 ' 1,1/1/11111 V` f~ p I
3) 36 H I~ 5S10 ~ h
~S Q`Q ES Q .F ~
3 36 0 ; o ~ z
2.77 ACRES ( 23 * ~ I ~-12 . ;
37 i ~ 112 . * ~ ~ : ;
qN v~ ~ SDK ~ •
RD ~l R kw- n ~~~~~~~~~11
3,7 Y~
J 31~
WATER AND SEWER DESIGN
NTAL SCALE: 1"=40 HORIZO 3? 1"=40' " Parker & Associates Inc. ~ ~o
CALE: 1"=8' VERTICAL S - ~ Consul ' 'sere -Land Surve ore - ~ se"p~n~ 1 _ 8 ~ tub En~ln y Land Planners ,v°, P.O. Boz 978 - 28b41-0976
306 New Bride Street - 28b40
Jackaonrille, North Carolina
Phone (910 4bb-2414 - Faz 910 4bb-3441 (
50 12+00 13+00 14+00 15+00 16+00 17+00 15+00 is+oo o+oo i+oo z+oo o+oo i+oo 2+00
40
30
20
3
Y
m z+oo o+oo i+oo z+oo
0 0
PLAN & PROFILE
v °1 10 0
0
0
m 0 N M
T (0
7 JACKSUNVILLL I WK, UNSLUW CO., NC
L 0 H
12+00 13+00 14+00 15+00 16+00 17+00 18+00 1$+00 0+00 1+00 SHEET NO.
a ZANIER SURVEYING COMPANY. PLLC.
a a - - - - - - - - - - - = CENTERLINE OF STREET 8OF12 SURVEYING - PLANNING - MAPPING
m 239 NEW BRIDGE ST. - JACKSONVILLE, N.C. - 28540 DISK: ZIP #17
Cu - - LEFT SIDE RIGHT OF WAY N Phone [phone] - Fax [phone] F.B. - PG.
- - = RIGHT SIDE RIGHT OF WAY 464 - 18 NAME: 025231PP.dwg
co z = PROSED CENTERLINE DATE REVISED DATE SCALE DRAWN DESIGNED JOB NO. 0252 03 31/03 05/07/03 AS NOTED F. WINBERRY B. ZANIER 31
3 a
cc G

_ _ T_
RIGHT-OF-WAY ~5~ ~5~ 4~ ..i 1
ARNOLD PARK 4RNOLD PARK SECT. I _ - 2
M.B.18, PG M.B.18, PG. 27 - - Jy~
a ~ 3 30'
z~ ~0 ~S ~ ~~0 E G,~O ea o
X=
LL ~ SAND ASPHALT WIDTH ~a
~ OVERLAY VARIES 5.0 12' EXISTING 12' EXISTING .i F~
EXISTING 0'-24' S 0, 5.0' PAVEMENT PAVEMENT 1'~"PAVEMENT SIDEWALK
SHOULDER SAND ASPHALT OVERLAY 1Vt` PAVEMENT hn' , '
SLOPE Y4":1' SLOPE i ~,oa S1TE ~~t~yPo
f
~ ~ 11`A.J3.C~ ~ `zsoo oN ~ 'ISIOPE V~ Ex1STING A.B.C. 12' SLOPE UNIFORM ~ NORTH = z
TO EXISTING LANE 12' l~'ti" ; 1'SLOPE ~1 ~~o
`r Z m Jy~
0 rC~ ~ 2
P~ 9Q0~ 0
1 COUNTRY CLUB ROAD N.C.S.R.1403 DETAIL with 5' SIDEWALK DETAIL
D NO SCALE 0 VICINITY SKE TCH NO SC
ALE
~i
Q
W LEGEND:
4 DOTM =DEPT. OF TRANSPORTATION MONUMENT
TC =TOP OF CURVE
EP =EDGE OF PAVEMENT
a
=EXISTING FIRE HYDRANT
~ ; =CONCRETE BLOCK WALL N/F
v'~`, ~ ~ , 1;1 ~ JUDGE R. MONK ~ =POWER POLE
~~1 ~ ~ i ~ ~ 11, D.B. 288 PG. 396
- E - =POWER LINE
TRACT 1 C&G =CURB AND GUTTER
M.B.44 PG.58 ~ V~~'~. i
~ TBR = TO BE REMOVED
2,22 =PROPOSED FIRE HYDRANT t2
1~ 1 ~1
u .1 ~ i ~I' 1 3e•~' =PROPOSED SPOT ELEVATION
i~ i ~ , + 3s,7s =EXISTING SPOT ELEVATION
1 1'
~ '~1 ~ ~ ~ - JB -JUNCTION BOX 1
I 1 aN 60.0' ~ 11 ZA5 C&G =CURB & GUTTER ~ ZA5 N
C ApPR PPa~pc =CON
j tP~ A E~ STRUCTION CONTOUR " ~ tai
~i 1 „ .
u a 1 p ~ ~ i'~'~ ~1 1 =RIP RAP , 1 i 1 °0°°0°0
Z 3 ''~'',1 ` 1 ,',1 ' ~1
g N r ~ ~ D1 =DETAIL NUMBE R ~
~ ~ 1~ 1 ~ z o ~ ~ '1 ~ ,
~ i i ~ ~
2 o v' 1 t 1~
~ ~1 11~
~ X11 ,1~~ _ 14 pE ~ 1 ~ i~l ~ 1~, ,1 , 6' RIP RAP
BA 1A , V ~ ~ 13.0 SEO V ~~1~ ~'~1~ ~1 ~ ~ pplN `~'~111 II1 ``1~1 ~ 9' 1H[CK , ~ ~ le • 4.5 x 5.5' EX15T, 15' CONC. PIPE
~ ,0' 9 ,1', jl, ' ~~1~, ^ n
25 11~, , ~ , ~ 1NV, 31.63 E ~ ~ ~ ~ E M " > l ~
Exlsr, Is` PIPE ~ , ' I ~ S4 LF: 15' W j,~" EXISTING NW
1 _ _ ~ - ~ T
ToP Je 3s.a 1 E tNV. Je 31,71 fOP ]B 35.a B LF: 18' CP ~ _ _ - - - - - ~ _ NN. )0 31.71 ~ 37 _ 38
~f _ ~ _ _ I
100' PROPOSE ^ ro 35 _ - ~ - - J lNV. 31, _ EP 37.39' J
Raucano~ OaP`G~ SS ~ erOwMrr rP•~ _ EP 37.50 ~37 - ~ N I 3b - _ EP 37.50 _
~ PowdlrotFANO ~ 51D~~ ~ , NG EP Jj R " DS 1 I ~ " ~ 24.0' EX15T[NG
POWERLINES TO 5 EP 37,2 ' 3A ' 7C 37,21' BE REIACATEO 8Y ~ ~ ; ~ _ ~ 37 PAVEMENT ~ ~ ~ ~j _ 6~.
36.79' JONES•ONSIAWEMC A.0 ~ ! 6 ~ TRACT 1 1 Rs153 _ ~ ~ - '3 D7 _ - _ i I _ - RIw - _ ~ I _
- ~ ~ W EP 7 ~r ~ _ - ~ - M.B,44, PG.58 PoSEOa 3 .zo' - _ / • _ _ _
TC 37.21' p0.0 TP 36.79' - ~ y' ~ ~ i ~ ~ - - - - _
/ I I • 36 - - ~ - - - - - - - ~ - - D11571NG EP I I 'Jj
R ~ _ 3 ~ ~ ~ ~ - ~
3 ~ I I y " ~ `t9 i~~'~ I
D6 EP3A03' EP 31.50' E / 35 ,3A'" 33 ~ ' NE ,e ~ Cat ~
36 ~ .r f Q~ pFE5Slpy
2 / ~ _ ~ y U C EXISTING NW G
- INV. 31.73 - * L-1223
i / ~ ~ ~ i
i O / ~ ~ - ~ - i ~ ~'a
~ ° suavE~ ES ~ ,
~ , - - RI T ~ - ~ ~ ~ ~ -M~ / ,~l? / RI R D~
R ' ' ; / ~~G EP ~ ~ ~ ~ / / ~
, . / ~ EI - ~ - ~ - i
' / - ~
X33" X33 ~ ~ ' ~ / E / - 1 p3
' - ~ ,1 / - a R ' . EP36.01' 1 1 ~ 5~
1 - 3b ~ .v 1 - J N 1 - 1 ~ ~ D
OP ~ ~ / ~ EP ~ V
' ~ D5 ~ %1~"O C~ ~ E 1 / . .
~ N ~p a /
/ / FOR:
~s 60,0' ' /
J ' / ~ / K D L P
3s ~ X5,0' P I
/ ~ JACKSONVILLE TWP. ONSLOW C
~ / / ~ 0., NORTH CAROLINA
~ ~ SAND ASPHALT f AND ASPHALT OVERLAY
` J' o ASPHALT TACT ALT TACT
" / p ~ p 1 /z I-2 or SUPER PF ~2 or SUPER PAVE (9.5 0 ~
/ n ) 2 SUPER PAVE 9,5 DAT ' ( ) E. APRIL 14 2003
/ ~ '/z" SAND ASPHALT OVERLAY 8 n - I SCALE. 1 - 20
/ / 3 ASPHALT TACT 3 ~~~1~ cC;®fMl~G~11~
rn F.B, 461 , PG. 7
3 7o EXISTING I-2 PAVEMENT n SURVEYING - PLANNING -MAPPING DRAFTER: F. WINBERRY
rn 11 ABC 239 NEW BRIDGE STREET ~c ZIP #17
n s o 12 ABC JACKSONVILLE N,C. 28540 ,
D FILE NAME. 025231-PVMT.dw 91 9 0) 455-3889
2 v m m EXISTING ABC WO#: 025231
X - - - - - FAX [phone]
m I I1=111=1 11=1 11=1 11=111=III=I 11=1 I I
Z III-1llfIE 1'1' 1I-1II-1I COMPACTED SUBGW sCTED SUBGRADE, PER
SECTION 500 OF NCI II-111-111-111-III.III.III.III-III COMPACTED SUBGRADE, PER )N 500 OF NCDOT SPECS - - - - - - SECTION 500 OF NCDOT SPECS GRAPHIC SCALE
O Z
20 0 10 20 40 80
7 SAND ASPHALT OVERLAY DETAIL N.C.D.O.T. STANDARDS rs SAND ASPHALT
PAVEMENT and STONEBASE DETAIL N.C.D. ?ETAIL (N.C.D.O.T. STANDARDS) 6 PAVEMENT and STONE BASE DETAIL CITY OF JACKSONVILLE
BARDEN LANIER, P.L.S. L-1223 D NO SCALE D NO SCALE DNO SCALE (IN FEET J)
1 inch = 20 ft.
SHEET 9 of 12

TRACT 1
M. B.44, PG.58
m
i
i
i
BARDEN LANIER, P.L.S. L-1223
KIP
..._ -
CONTINUOUS LINESI
I SKIP LINES
H Y
a
<a
a1 -f
ZE09
o
OOtaZ„=z
—
d x
N�Itzw
9
J�
'"0 v
LL -lay+=
COQ=
=T4Dm
0FFOU)
p�
z�v��
��,�,,
O
TURN LANE LINE
a �
�
2' MINI -SKIP LINES
O
A �
4 *
YELLOW OR WHITE
)ER
? H
0
WMiIE
CENTER LINE
LL
1
® ¢�T4,�8„ y
L
CD N
m T T 4'/ 8" If
HZ
M
IN LANELi
O
cc
1
GORE LINE
Z ¢
N��
m
U1 a
NI $KIP
O
z
Foam-1':;_'.7,_^.,rg3 $'.?:.i'.7 TLllJ.9,71.i W/12" +►
z
W
(APER
,o r-
9WNED NY THE ENUINEEH.
SHEET I OF -I
1205.05
G m ------
..._ -
CONTINUOUS LINESI
I SKIP LINES
MINI -SKIP LINES
a
<a
31�Op
o
�
rn""nxEn
tm+=-HD
EDGE LINE
*
9
J�
'"0 v
LL -lay+=
COQ=
=T4Dm
-T
YELLOW OR WHITE i
p�
z�v��
��,�,,
O
TURN LANE LINE
10 SKIP LINES
2' MINI -SKIP LINES
U) pw
U.
O
A �
4 *
YELLOW OR WHITE
YELLOM OR WHITE
? H
{�
yO
z
WMiIE
CENTER LINE
fill
IT A01._—
1
® ¢�T4,�8„ y
L
aQ
W
m T T 4'/ 8" If
40'
YELLOW
GORE LINE
m
z
Foam-1':;_'.7,_^.,rg3 $'.?:.i'.7 TLllJ.9,71.i W/12" +►
o
w
,o r-
WHITE T
BLACK - WHITE COMBINATION
0 N
— 10' SKIP LINES
_
to
.r.
Z
DIAGONAL LINE
GiiG%/r.%%ii- %IT./I�L� e'
FOR USE ON CONCRETE PAVEMENTS TO PROVIDE
CONTRAST FOR THE WHITE LANE LINE, ALONG
THRU LANES AND RAMP LANES.
zorE:
ARE INQICATED THE FIRST
~
W
m
fir' %iiii.
WHERE TWO WIDTHS
Q
YELLOW OR WHITE
APPLIES TH LINE
A IESMFOR
{
♦U »
WIDTH APPLFOR
THE SECONDWIDTH AIDWIDE' LiNE.
"WIDE"
a0 W
Q H
m p
LINES ARE REWIRED WHEN DESIGNATED
THE PLAss. on TMCN DIRECTED BY THE
:Z J
Tn ;K D
CROSSWALK LINE
�-f-4/B"* otttt�
IN
R.
rn
_ >E
T �_,,. y.
I 10' 11D' t 20' 10
»
WHITE
WHITE BLACK WHITE BLACK
H
N
SKIP SKIP SKIP SKIP
J
�
W
STOP OR TRANSVERSE BARS
24"
LEGEND
WHITE _T
W WIDTH OF TRAVEL LANE
LET i OF 2
• DIRECTION OF
0 TRAFFIC FLOA
SHEET 1 OF 2
1200, 01
1205.01
60.0' TRACT 1
M.B.44, PG.58
y
23
g� x
vg
Zg
J
11.5' 11.5
001-E
8'1534,
oPpSED aw R 1524,
140 gp1N'I�D �p,Y SA?cR
R=2p0� WHA M11415K1P LINE
PP wow,
I PgEB -
0
rm
'1
I
x
rpT�fn
m� -�=D
n9Itm
.n �
z�oroo+l
4
N
�o
z
EDGE LINE OFFSET DETAIL
iiiii
E. o. P.
�.._ 2" REFER AI.SO TO TABLE 1
TABLE
EDGE LINE OFFSETS FOR 2-L
WITH UN -PAVED E
WIDTH OF VAX. EDGE LIR,
TRAVEL PAVEMENT FRU E.O.
1e' - 20' 2"
CENTER LINE OFFSET DETAIL 22' 2"
24' i'
28 2'
28' 2'
3IY 9'
LANE LINE OFFSET DETAIL
1205.01
N/F
JUDGE R. MONK
D.B. 288 PG. 396
LEGEND
W - WIDTH OF TRAVEL LANE
if DIRECTION OF
TRAFFIC FLOM
OFF ETD LINTAIL TWO-WAY UNDIVIDED ROADWAY p
OFFSET DETAIL y
E_ �. _•.._ -. -S• - « oQogxz
FW-c1p0
IADWAYS ! SEE EDGE LINE ALU
SEE CENTER LINE Vi O Hy <
OFFSET DETAIL
LA1 LANE
DrN10 TWO-WAY UNDIVIDED ROADWAY Filo
11' SEE EDGE LINE WITH TWO-WAY LEFT TURN LANE o
11' OFFSET DETAIL
III
12'
12,---_.-.-
12' W
W 1 _ O
SEE EDGE LINE ' SEE CENTER LINE N =
OFFSET DETAIL OFFSET UEIAIL 3 Y
SEE EDGE LINE MULTI -LANE ROADWAY o
OFFSET DETAIL
N
-- - -- 0 I— u-
H t
2" TOWARDS LEFT SIDE SEE EDGE LINE L SEE LANE LINE -A d.
OF TRAVELWAY OFFSET DETAIL OFFSET DETAIL ---- Z
11 W
GENERAL NOTES
PAVEMENT MARKING LINES SHOULD BE OFFSET 2 INCHES FROM LONGITUDINAL PAVEMENT CONSTRUCTION JOINTS,
AS FEASIBLE, EXCEPT AS INDICATED BELOW:
-YELLOW SKIP LINES ON TWO-LANE, TWO-WAY ROADWAYS (WHERE PASSING IS ALLOWED IN BOTH UIHECIIONSI
ARE REOUIRED TO BE PLACED ON THE CENTER LINE TO ALLOW FOR FUTURE REPAINTING OF THE LINES WITH
COMPATIBLE DEPARTMENT EQUIPMENT.
-DOUBLE YELLOW CENTER LINES SHALL BE OFFSET 3 INCHES ON EACH SIDE OF THE CENTER LINE TO ALLOW FOR
PLACEMENT OF PAVEMENT MARKERS (PRESENT OR FUTURE PLACEMENT).
-WHITE LANE LINES SHOULD BE OFFSET 2 INCHES TOWARDS THE MEDIAN FROM LONGITUDINAL PAVEMENT SHEET 2 OF 2
CONSTRUCTION ,JOINTS. A205.01
L__I 4 .37'
8_1125.25,
13 1 00• '
�� SptW ?� 8x1500• I I
30, o,
�0 °' \ I I
4' S°lL0
400-
11' �
L¢149 331
11' 8,1489' �
p. EP Q
SOUR VJN�E '' /
1403)
C05 WO
COVNlRY
\ y �
EXISTING R/W
T —'
_ 24.0' EXISTING
PAVEMENT
60.0'
WW
EXISTING RJW
NORTH
2
G)p
SITE �y0
x
z
�i
VICINITY SKETCH (NO SCALE)
LEGEND:
DOTM = DEPT. OF TRANSPORTATION MONUMENT
TC = TOP OF CURVE
EP = EDGE OF PAVEMENT
C&G = CURB & GUTTER
m■011- = TRAFFIC FLOW
PAVEMENT STRIPING PLAN FOR
DRIVEWAY IMPROVEMNETS FOR
COMMERCE ROAD EXTENSION AND
COUNTR Y CLUB ROAD (N. C.S.R. 14 03)
FOR:
BENMCHMARK DEVELOPEMENT CORPORATION
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
nA mk DATE: APRIL 14, 2003
�_�L� 94=4V9 L SCALE: 1" = 20'
SURVEVI Ncw COMPANY F. B. 461 PG. 7
SURVEYING - PLANNING - MAPPING DRAFTER: F. WINBERRY
239 NEW BRIDGE STREET ZIP #17
JACKSONVILLE, N.C. 28540 FILE NAME: 025231-PVMT- STRIPE. dwg
oWO# : 025231
a � ,
FAX [phone]
W
20 0
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 !t.
e0
SHEET 11 of 12 1
o
�
9
J�
SITE �y0
x
z
�i
VICINITY SKETCH (NO SCALE)
LEGEND:
DOTM = DEPT. OF TRANSPORTATION MONUMENT
TC = TOP OF CURVE
EP = EDGE OF PAVEMENT
C&G = CURB & GUTTER
m■011- = TRAFFIC FLOW
PAVEMENT STRIPING PLAN FOR
DRIVEWAY IMPROVEMNETS FOR
COMMERCE ROAD EXTENSION AND
COUNTR Y CLUB ROAD (N. C.S.R. 14 03)
FOR:
BENMCHMARK DEVELOPEMENT CORPORATION
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
nA mk DATE: APRIL 14, 2003
�_�L� 94=4V9 L SCALE: 1" = 20'
SURVEVI Ncw COMPANY F. B. 461 PG. 7
SURVEYING - PLANNING - MAPPING DRAFTER: F. WINBERRY
239 NEW BRIDGE STREET ZIP #17
JACKSONVILLE, N.C. 28540 FILE NAME: 025231-PVMT- STRIPE. dwg
oWO# : 025231
a � ,
FAX [phone]
W
20 0
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 !t.
e0
SHEET 11 of 12 1

~i Jy. _ , _ ~ -
4j ~ !L, ~ C7 TARN L'AN! BAY9 < 125 PT. NNITA Y1N1 -BNJP ~ O 9 DIRECT TAPER TURN LAME ,-Lints NINJ~sKIP ~ LINNN N O L~ _ Z
wnii - ~y $ ~ c~ o _ ~r iilAiE•LANC i • ~ • d~ CONTINUOUS LINES OUS LINES SKIP LINES MINI-SKIP LINES cN
7~ rGQ' pbj O c...._- _ f. ~ F bHOa L~~- TAPER ¢O U k•+• Z (A~ ,F•` rOT-I -i r".'~ `.NAxON CENTF LL-1"N 'i D'r<~p I a a
~q ~o J~~m,=-FTD 10'« A to ruAN LAxc eFV ooayxz rOT~~I EDGE LINE NE ~ LL~o~
~R ~ o~D~m W<zLL= .m,Z-N=D ~-1n~bn 0 ~'n~D9 I-U~Op Op C)~ ITE T F N o < N x ~ D m YELLOW OR MN z~-I-i„/8„ » o o N x ~ KITE I Ox °d
ZiIy9p~•n TURN LANE IAY6 126 250 FT. NnIIY NINI aKIP N=~ZW y71p W nn~~ WN17E 7URN•LANE LINE LINES ~LEDJ =M~O.n ~z ppyd . IoM TURN LANE LINE a ~ N 60.0 LINE 10' SKIP LINES 2' MINI-SKIP LINES N~LL~J
D < r I ~~N'~!„ YELLOW OR WHITE YELLOW OR WHITE 2OM~ r
SITE G~~ rn~ S0_ AY WD <H IYIIIIE ~,1pyPp ~ 1 TURN LANE B,_.._._...~.___. O tnQ °
f Gp~ p0 21
TURN LANE IAYb 250 FT. OR BREATEA CENikA BflwkkN k1ABT CENTER LINE 1 1 ANO LAeT ARRONe _ - ~ NNITe NJ NC~9KIF + b [NE T Z 3 1 g~
NORTH z z56' Lcx[D YELLOR T / 1 ~ hIIiC TWIN-LANE l1NE T ~ TRACT 1
'1 p ,i ~ t . ~y 2 m _ _ ~ TAPEA ~ o M.B.44 PG.58 L) ~ 1
y~' 9 + TURN LANE BAY-- ~ GORE LINE NE ~ ~ Z~'o~
y ~~Y ~ r tl ~ - -B,~t2~~ ~p~ ~ ~ ~ D' 0~A LEFT TURN LANE DEYEIOPED fAOr 2•WAY TURM LAME t7 ~ r NMITE I 8'~i2" + LL l1 J BLACK -WHITE COYBINATION_ N
~P ~ <x rz<2 ~y L[NTlA e[TYCCV FIA9T WN[TC 41Nf•6KJP By ~ I 10' SKIP LINES ? ~
~j ~ NM TE iURN~LANE LJNF AND IABT AAAONB LINFB Y m ~ LENe1x of BAr ~ p w T. y,4 DIAGONAL LINE ~ Z ~ ~ 2 IYAY TURN LANf M ~ ' LINE FOR USE ON CONCRETE PAVEYENIS TO PROVIDE NOiE: Q Y N
z a ~ r 's- _ - - - C ~ z Z ~ n:~, ilv'l/%%//u'li,~/iii%l/1l.'~ e - 1 CONTRAST FOR THE WHITE LANE LINE, AlONO 8 THRU LANE9 AND AAYP LANES. YINERE TWO WIDTHS ARE 1NOICATED THE FIRST ° ~ d -y- NIDTN APPLIES FORA "NORWL" W1DTN LINE ~
VICINITY SKETCH NO SCALE ~ - - - - a m ~ o O O F` Z ~ YELLOW OR MiITE I 50' TUNFE LANE BAY ~ Z ? ~ O IITE I TN IDTN APP "W Q r 40' » E SECOND N UE8 FOA A IOE" LINE ° ~ w
NOD •t tso ! I-WF- m v I '1TIDE" L1NE5 ANE REWIRED WHEN DESIGNATED Q = H
~ ~ 9 ANDPARNCYI9FAGA^PLYUAi r~FTIIC°YA~IC11°8 ' rn ~ N ~ y CR055WALK LINE Z ~'UAN LANE NY 1EN01118 BNOYII AA01E Z .7 M LINE ~~4%S°~ I IN THE PLAy6, OR WHCN OIR[CTED BY THE F- W J e /u » m > 11,5
DOUILi TURN LANES YNIIIE TURN-LAME LINE WIITF NINISKIP ~ Z ky b'~2I° W 1! LFN61N OE BAY 1 INIITE TURM-LANE IINE IINFN N T LkXUIM Or BAr Uw 10 250' IMA. / J d ~ / FINITE I ~ ! mm T WHITE eL K WHITE DLACK
wlllir YINI•GAIP SI'ACJNO-. ~ -~_Y = ~<<--_- Z y T O YAY BE AEOUCEO TO B~ ~ IxsrFAD v THE q' - • - _ _ - ~ _ _ - _ . _ r._ _ _ . __r ~ --~J~TAPER W O SKIP 8KIP SKIP 6KIP J IL ,5' L7 11 2
LEGEND. 9TANOAAO ePABI1N so' TURN LANE BAY STOP OR TRANSVERSE BAR W :RSE BAR

DOTM =DEPT. OF TRANSPORTATION MONUMENT ~ bENEAAL NOTFS j~ ~ i~~~/~~ ~ 2~' TC = TOP OF CURVE ul TUNI LANE NARK INOS BNaNN APPLY FaR AIWA A IEFT TURN IuAS. ~ ~i%` z~ LEGEND
N = WIDTH OF TRAVEL LANE
EP = EDGE OF PAVEMENT NEkt 1 0, F , •IWBEA OF AANLN9 sNOwE 19 THE WNINJM AEOUTAEO NNJI71UNAl AKNCIY9 NAY BE UYO As oeiFNK1NE0 BY THE [NBINIU. 6HEET 1 ~ I NNITE 1205.05 1205.05 EET 1 oP M DIRECTION OF SrFET 1 OF 2 TRAFFIC FLDA 1205.01
C&G =CURB & GUTTER 1205.01
=TRAFFIC FLOW
R~3o / •0'
3 Rio ~ •o-
n 2
G 2
m
o
,~o o' ~U
Q-
TRACT 1 150 4 5(0~'
M.B.44, PG.58
~ 1
~ 1
~ 1'
1' / ~
w O
~ r ~ ~
~ I tPPE0. 1 ~ ~ bo.o 1 ~ /
P~~O / EO EP / pa0~
~ \ ~ ~
W I ~ ~
4Y / I 1~ i ~ y
/
/ / 1'~ i
/ i
~ ~
/ D~~ / 5011 I~~ / ~
/ / 1
/ N~ ~ ~ 3 u, / i
/ q11 / ~N~M M1Nt51t1p 1 ~ ~ 1 ~ ~Nt~ ~ ~
1 \ ~
13'/~ 1 ~ S G
/ 45 / l 11N ~tPP~ D,NNSiE ~,,NE ~ 2
DEPT / ~ Ep / 13O ~N ~ EP /
/ / ~ ~ 5 1E ~ R
/ / 1' r ~P ~ ~
/ ~
/
/ ~ ~ / / / ~ 1 /
/ / ~ y
/ 1' /
/ /
/ / / /
/ / / /
/ /
/ / / 1 /
/ / / ~ ~ /
/ 1 ~
~ / /
G0. ~1~N / / / 3~ p
/ ~O om / Y ~ ~ EDGE LINE OFFSET DETAIL / ~ 1 DETAIL o~FFSEi~oEraii TWO•WAY UNDIVIDED ROADWAY oy t, a
/ ~ N -E. 0. P. H~°~ ~
r o / O HZ,iS'J R_2"REFER pP D - W - « ,~~pQ~ . FOR. --2°RErER ALSO TO TABLE 1 _,~.-_re_- _ ppy=2
/ ~ ~p9 m / ~ . 11V ~ N ~ W¢q LLT F- t~ ~ p ~
CjI =Np0 / ~ z,.~rm _ / pYti EIXJE UA TABLE 1 Ea- ~ Y =Z E F _ R P EIXtE UME OfF9ETS FOR 2-LANE, 2-WAY ROADWAYS 1!)F•LLOJ
EP . N ~ 9 / ~ i~ ~0 D YIDTN a WITH UN-PAVED SMOULDERS 8EE EDGE LINE SEE CENTER LINE ~p~Q OFFSET DETAIL TAI HO: W1DTN OF WK. EDGE LIME OFFBEi YIY]YtIY
/ N H ~ TMV[L PAI / = 16' TMVELIAYEYENT F4011E.D.P. WIDTH dM JACKSONVILLE T1NP. ONSLOW CO. NORTH CAROLINA TS' - td z" ~ • +o' TWO•WAY UWDIVIDED ROADWAY w° I
/ CENTER LINE OFFSET DETAIL 22' / - 24~ DETAIL E2' 2" It' SEE EDBE LINE WITH TWO-WAY L[FT TURN LANE Z4' I' 1 i' OFFSET DETAIL
/ 2B' 28' Z' it' 2R' 1' 17
~ ~ z 97 4' 12' W
/ ~ / W 1 r DATE: APRIL 14, 2003
' CEP 1 I/ m F ,~v ~ . 1 ~
v Y r ~ ra ~L Cf~il - 3' 6'`~-E W ~ SCALE: 111 = 1 ~ 20
/ ~ I / Z o ~~DQ~~1fE4?~~1CG7 (C;®flvv01~G~0~ LEGEND SF.E EDGE LINE SEE CENTER LINE H = F.B. 461 , PG. 7
W - WiDTN OF 1NAVEL LANE OFFSET DETAIL OFFSET UETAIL 3 Y - ~DIAECTION OF ~ ~ SURVEYING PLANNING -MAPPING DRAFTER: F. WINBERRY
/ O Z Z / v ~TAAFFIC FLOY' SEE EO(iE LINE MULTI-LANE ROADWAY ° DFFSEt DETAU A ~ w 239 NEW B
OJ m ~ _ RIDGE STREET ZIP # 17
/ N ~ LANE LINE OFFSET DETAIL. / o - o ]ACKSONVILLE, N,C. 28540 DETAIL. N z ~ FILE NAME: 0252 1- _ - ~ 3 PVMT-STRIPE.dwg
?a H W ~ ~ ~ ~ ; [phone] M ,f ,
2 _ _ V~ ; > a•~" WO# : 025231 H ~ ~'y~'-.~~ ~ FAX [phone]
T 2" TOWA ~ rOF TRA~l~ 2" TOWARDS LEFT SIDE SEE EDGE LINE "--SEE LANE LIRE -I d ~ I q rOF TAAVELWAY OFFSET I1ElA1L OFFSET DETAIL
GENERAL NOTES * L' ~~v
PAVEMEI AS FEA1 PAVEMENT MARKING LINES SHOULD BE OFFSET 2 INCHES FROM LONGITUDINAL PAVEMENT CONSTRUCTION JOINTS, AS FEASIBLE, EXCEPT AS INDICATED BELOW; GRAPHIC SCALE
•YELLOY ARE RI COMPAI -YELLOW SKIP LINES ON TWO-LANE, TWO-WAY ROADWAYS (WHERE PASSINU IS ALLOWED IN SOIH VINLCIIONS) ~d ARE REQUIRED EQUIPMENT. CENTER LINE TO ALLOW FOR FUTURE REPAINTING OF THE LINES WITH ~Y ~U~vE n, ~0 0 10 20 ~Q COMPATIBLE DEPARTMENT D 80
-DOUBLE FLACEI -DOUBLE YELLOW CENTER LINES SHALL BE OFFSET 9 INCHES ON FAf,N 510E OF THE CENTER LINE TO ALLOW FOR P ~ PLACEMENT OF PAVEMENT MARKERS (PRESENT OR FUTURE PLACEMENT).
SHEET 2 OF 2 -WHITE 1205.01 CONSTI -WHITE LANE LINES SHOULD BE OFFSET 2 INCHES TOWARDS THE MEDIAN FROM LONGITUDINAL PAVEMENT SHEEI 2 OF 2 1 CONSTRUCTION JOINTS. 120rf.01 IN FEET
1 inch = 20 ft,
BARDEN LANIER, P.L.S. L-1223 SHEET 12 of 12

'
~1
F SANDY RUN BRANCH LINE TAB C/L 0 a
ON BEARING DISTANCE ~ LINE DESCRIPTt
N/F szr29'30'w 88.26' ~ A TO B
ALL CULVpITS UNDER STREET TO BE REINFORCE OONCRETE PER BENCHMARK DEVELAPEMENT CORP. S29.30'S6'W 93.16' BTO C ~ 4,
1') ~ ~ . nl NORTH GIROLINA D~ARTM@TT OF TRANSPORTATION SPEQPIGTIONS. ~i D.B. 601 PG C 10 D S75.4144'W 221.1 TOE 574.32'41'W 109.10' D
4~4e E 10 F 574.32'42'W 102.02'
2.) A MINIMUM SIGHT DISTANCE of 10'X70' SHALL OE MAINTADI~ ALONG ~ WAY OF ALL INTERNAL INT~ISECrtoNS. P~6 575'11'42'1N 104.30
THE RIGHt-0F• ~ ~ N S74.OT42'W 115.00' 4 G
DNS ~o FDOT RADII 3.) 20 FOOT RADII AT THE RIt,"FTT-0F-WAY INTERSECTI N TO I SSS•10'42'W 246.94' ale I Ta 1 S56.58'36'W 46.35' SITE
OF PAVEMENT pfTHtSECTIONS• + ~ ATTHEEDGE ~7j ~ 3 ~ K 549.31'35'1N 207.ST a
~ 4.) SEDIMENT CONTROL DEVICES AID STRIJCTLIRES SHALL BE INSTALLED, v 'G ~ f K TO L SS5.10'39'W 75.51'
MAINTAINED AND AM~IDED AS NEEDED TO PROVIDE EFFECTIVE CONTROL OF 'Fc ~ a 40.00 `i , lT0 M 56741'48'W 163.13' NORI?~
AOCEI.ERATED SED1M@ITAnON UNTIL THE CONTRIBUTING WATERSFIEDS ARE `G STABILQED. ? ~ M TO N S51.48'SB'W 190.92' 4 SS7'08'47'W 76.93'
h• ~ 'Q NT00 588.15'S6'W 86.87' 010 P
S.) ALL MATERIALS AND PRACTICES TO MlS:T NORTH GROIINA DEPAICiMEtf T S82.31'00'W 169.4T ¢ ~ P10 8
STANDARDS• ~ OF nuNSVORTAnoN 4t,~ ONSLOW PROPERI GLOW PROPETIES INC.
ON INFORMAnON, sEE PU1N • PROFnES, + D.B. 636 PG. 31 6. FOR rnH~ DETAILED CDNSTItiucn ~ a D.B. 636 PG. 301
) , 20 D•BU.E. AND DETA0. SHEET. N000T ~ ~ SCALE H NO KETC ITY S VICIN
PG. 369 F ALIAVVED IN 404 WETIJWDS AREAS D.B. 1558 +
7.) NO OONSTRUCTION SHALL 8E EXCEPT IN PROPER P9tMITTT~ AREAS.
TYPE I.2 BI11N4NOUS OONCRE7E ~ \ ~ EASEMENT WETLANDS LINE TABLE
e.) RDAO coNSTRUCnoN CDNSrsT of 1.1/2 IN• 40,40 \ 40' INGRESS ~ EGRES' RFACE COURSE AND 6 IN. OOURSE AGGREGATE BASE COURSE INSTALLED +10.10 SU ~4wo ~ \ EASEMENT ~ TRESS ~ EGRESS INGRESS & EGRESS LINE TABLE EASEMENT PER D.8.1393 PG. 0614 LINE BEARING LENGTH NCGS
A ooMPACrED RoAO sLmcsLADE. ~ ovER /t ~ LINE BEARING DISTANCE vALUE
Ol'W 49.48' A A8 Ea A2 Nll 34 56'1N 28.85 NAD 83 J229 u s7B•sr NoaTHINC:38001s ~ •4T46'W 50.37' A2 ba A3 S87.16'S5'E 21.94 A FASTING: 2485286.7325
THE CULVERT WILL DE OONSTRUCTED ABOVE THE 100 YEAR FLOOD LS.EVAnON ? 41.40 •1110 \ 9•) ~ 41.10 •4110 ` \ t~ l2 576 K 8'16'W 50.88' A3 Eo M 52r23'39'E 22.82 ~ ELEVATION: 43.90 R. \ ~ L3 575.1
AND THE FORDING BRIDGE ROAD WILL BE CONSTRUCTED AT APPRO)QIMTEI.Y ti \ VERT YEAR FLOOD PLAIN. THE INSTALLAnON OF THE CUL 4 ABOVE THE 100 ~ • 5'46'W 51.48' M Eo AS y{i•04'S6'E 28.55 (NGVD 88 VALUE) U 573 S
OF THE PROPERTY. THE FLOOD \ WILL NOT INCREASE FLOODING POTENTW. 1 \ • 4Y59'YV 82.67' AS to 116 N12.27'10 E 20.94 \ / ~ LS 572•
? 41.10 LINE DOES NOT CROSS THE ROAD. + 41.t0 4t.~o 38 0 32'31"W 50.12' A6 bo A7 N70'S3'46'W 31.64 S l6 A7 b A1M8 N23.59'30'W 26.99
L7 568.39'S6'W 30.85' _ N/F L8 512•12'13'E 30.00'
a +41.10 * • COLLEGE PLAZA INC. L9 522'S0'24'E 30.00'
41.10 41 ? 10,10 D.B. 606 PG. 383
'p 10.70
R~ ~ S 41.14 S ? 40.10 ~n
~ .~o s ~ oas'n ~
4aeo 7 ~ u1a1 PI y 30' INGRESS B EGRESS EASEMENT
~ ~ 9h . >.11 .,a.,o .B. 606 PG. 383 PER 0
F nor: an.: m.
4a11 s tis TO' D.AU.E. NOGS'COLLEGE'
? 41 + • qy \ ~ ~ NAD 83 VALUE D.B. 606 PG. 383 r6~, 4 9791 qy ~ ~ NORTHING. 3762 9. •
• ~ INC. EASTING:2484126.8821 ~ EASTERN BUILDERS
DOTr! ~ ! 745.09' ~ D.B. 847 PG. 793
4
~r i
i°, R + ' l •6 ~ ~ 6~ 30 D.B~U.E. 6A `6t
~4 ~ 7'L"_ M.B. it PG. 27 ~0
•A~ / D.B. 601 PG. 719 ti ~ ~ ~c?
~ti LE- . J~ 0`'
ac Es .5 ry ~ "601 = F PAVEMENT e ~ EOP EDGE 0
• b EIS ¦ EXISTING IRON STAKE
~ 156" ~ N61 SIS =SET IRON STAKE
~ 80.3 = NAIL A .6 EPK EXISTING PK
+1 •41'5' ~I N'1S 3' W 5T ~ MBL =MINIMUM BUILDING LINE .4i5 ~ U a.k.a. ~ ~ ,
i N~`' ( R D. ~ U.E. =-DRAINAGE.B? UTILITY EASEMENT. -F 50.00 =SPOT ELEVATION
QOM WIDTH ¦ , , ; ~ : ~ ~„~,M,,...,,...,..~ ¦ !S' * I~°,,.596.31 = Mlv~`d#'I~L~
.,,r„ Iii r,~n..r. • ' _4 =•"yu .
A r , s + 6 ~ = N.C.G.S. MONUMENT
a ~ S b m' 4 ~ DOl'M =DEPT. OF TRANSPORTATION MONUMENT
:1 ~ M ? ~ ~ ~ ~ 1~'~En -ae- =CONTOUR LINES
~a' • ~ ~ ~ TC = TOP OF CURVE
P 1~ ~ Qv 221.74' EOP = EDGE OF PAVEMENT N/F
~t ~ "1 5S• •iu EASTERN BUILDERS INC. =FIRE HYDRANT
~ ~ 4 1? tfi i D.B. 847 PG. 793
NCDOT >z ~ - - - =CONCRETE BLOCK WALL •3241'W ~ i~
D.B. 1558 PG. 369 Dg 0 ~ ~ 404 WETUIN ~ $ ~ " , 102.02' ~ W.L =WATERLINE
~1 ~ ~ ~r Z~ ~Si 1 s,
~,,F Zi 1' '~i 104.. '41'W ' a ~ f NOTES: 1o4.3a ~
i ~ 574'Or41'W ELEVATIONS ARE RELATIVE TO N.C.G.S.
i 115. s 1.) ALL Z MONUMENT" COBl.E" ELEV. 43.90 it. (NGVD 88 VALUE)
M.N. iu ~9i tor: x.1r ~9, g ANCES SHOWN HEREON ARE Z.) ALL DIST
NAGEARE4S / DRAT ,8, • t ~ HORIZONTAL GROUND DISTANCES. 2
/ ~ p 3.) ALL SANRARY SEWER MANHOLES AND PP 2 WISE
AREA 1 ¦ 330,277 SgFt. , 7.58 ACRES /yy 246.94 1A i /ti itN~ ~ p1A P~ LINES ARE EXISTING UNLESS OTHER ~ ,18~ ,
AREA 2 ¦ 16,434 SgFt. , 0.38 ACRES / ~ ~ P M,6~ /.v~ ~ ~ / P e a~ M• 60 NOTED.
AREA 3 ¦ 70,393 SgFt. ,1.62 ACRES ~ i7, Dad ~R
AREA 4 ¦ 38,691 SgPt. , 0.69 ACRES / CP' CPg ,
¦ 149 Ft. 1.45 ACRES ~ AREA 5 63, Sq ~ ootM >a ~ FLOOD INFORMATION.
1a' o4uB1ACE THIS PROPERTY IS LOCATED IN FLOOD ZONE C, B a
R / PLOT N.r~ u Fc. n ACCORDING TO FLOOD INSURANCE RATE 35 36
9 / siBrorl9~E 37 MAP N0.370178 0006 B ;DATED FEBRUARY 15,1985. 38
i 5' / r ~
e'~ '~E' ~
• ~ ~

~
ooT71 ~ ~5;
~ sle~orl9~E
iss.7s' FOR:
, ~
32 ~
~ N.N
OFTHE i m Twa oAxs stas9'SS~E . NORTH CAROLINA NSLOW CO , MLLE TWP. 0
(1,~, Y 105.16' JACKSON ,
RUN ) ~ y~• ~
D@TH ¦ /v ~
~ ~ ,s / ~ x ~ Z
N32°44'4S'1N 11 m J2S1 r ~ ~ ~ a ,
56.2T E 1111170.7!00 Q rUF • ?Ixn ~1N~ $ DATE. MARCH 7 20D3 ~ S
P. MARSHBURN31 ~ ~ ~ 7a. p.Ir ~ ' R R LR L; •LZ EDNA ~ . mv:1l.13' R ~ SCALE: i" =100'
B. 744 PG.171 ~ ~ ~ 5~• ~ • ~ ~ D. ~ ~ ~ ' C®ONOPMIY F.B. 461 PG.7
~ ~ sURVEYB~
M M. 97 TO- 29. SURVEYING - PLANNING -MAPPING DRAFTER: F. WINBERRY IIIA' 239 NEW BRIDGE STREET ZIP #16
pW 19.19 U.A 1
97 --10*pMIWW ,n 71?pGSpMVILLE, N.C. 28540 FILE NAME: H&5-STREET-GGEM.dwg
438'W
2 0 F a>tcren / o gm - 6 O irsz m sl n'o' [phone] WO#: 025231 Ft450"E n FAX [phone] y *0 CEMETERY 07Z ow
i 30 N/F 572n 4e'w b.ar can
0111111 LARRY PENUEL 11110 01 1~ A O.B. 443 PG. 466 72.00 SqFt. ,1~~ GRAPHIC SCALE
bo aoo
QQ 2 31 0 -otr - 100 o eo iao m
- / U3.53 tHif 0 5 2'0 ""W* 4W 2317F S'
W2M N30014"IM - ao3
IN FEET
g N/F OPT ,~^M INSEr 1 1 loch - 100 ft
q GLENN SLADE / R~ EN D.B. 523 P6.406
sts NO SCALE ApPfSIDIX VII
41 '
a. /

GENERAL NOTES:
1.) ALL CULVERTS UNDER STREET TO BE REINFORCED CONCRETE PER
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
2.) A MINIMUM SIGHT DISTANCE OF 10' X 70' SHALL BE MAINTAINED ALONG
THE RIGHT-OF-WAY OF ALL INTERNAL INTERSECTIONS.
3.) 20 FOOT RADII AT THE RIGHT-OF-WAY INTERSECTIONS, 30 FOOT RADII
AT THE EDGE OF PAVEMENT INTERSECTIONS.
4.) SEDIMENT CONTROL DEVICES AND STRUCTURES SHALL BE INSTALLED,
MAINTAINED, AND AMENDED AS NEEDED TO PROVIDE EFFECTIVE CONTROL OF
ACCELERATED SEDIMENTATION UNTIL THE CONTRIBUTING WATERSHEDS ARE
STABILIZED.
5.) ALL MATERIALS AND PRACTICES TO MEET NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION STANDARDS.
6.) FOR OTHER DETAILED CONSTRUCTION INFORMATION, SEE PLAN & PROFILES,
AND DETAIL SHEET.
7.) NO CONSTRUCTION SHALL BE ALLOWED IN 404 WETLANDS AREAS
EXCEPT IN PROPER PERMITTED AREAS.
8.) ROAD CONSTRUCTION CONSIST OF 1-1/2 IN. TYPE I-2 BITUMINOUS CONCRETE
SURFACE COURSE AND 6 IN. COURSE AGGREGATE BASE COURSE INSTALLED
OVER A COMPACTED ROAD SUBGRADE.
9.) THE CULVERT WILL BE CONSTRUCTED ABOVE THE 100 YEAR FLOOD ELEVATION
AND THE FORDING BRIDGE ROAD WILL BE CONSTRUCTED AT APPROXIMATELY
W ABOVE THE 100 YEAR FLOOD PLAIN. THE INSTALLATION OF THE CULVERT
WILL NOT INCREASE FLOODING POTENTIAL OF THE PROPERTY. THE FLOOD
LINE DOES NOT CROSS THE ROAD.
DRAINAGE AREAS
AREA 1 = 330,277 SgFt. , 7.58 ACRES
AREA 2 - 16,434 SgFt. , 0.38 ACRES
AREA 3 = 70,393 SgFt. , 1.62 ACRES
AREA 4 - 38,691 SgFt. , 0.89 ACRES
AREA 5 = 63,149 SgFt. , 1.45 ACRES
30
CAR
EESSI
okq� <�2
* L-1223
'QqN� SUM
R , '/
R')ENI 0
42
N/F
oh BENCHMARK DEVELOPEMENT CORP.
48 D.B. 601 PG. 721
+ 4a4o
v
+ 40.50
h' +
0
N/F /• t 41.50
PROPETIES
NCDOT , f ss'�°,2 , ON D3SLOW 6 636 PG. 301 INC. /
D.B. 1558 PG. 369 J ��9� "D 20' D.&U.E. /
♦ 41.30
40.40 + 40.80
40 INGRESS & EGRESS
+ 41.30 � \ � INGRESS &EGRESS EASEMENT
4� EASEMENT `�-d PER D.B. 1393 PG. 0614
♦ 41.40 \
O
+41.20 41.20
♦ 41.20 � ; `� ��►
+41.30 t 41.10 41.10 \ ,A ip / 38 �0
+41 /a
+41.10 N/F
o + 41-V41 + 4x40 '�� ° COLLEGE PLAZA INC.
°*
+ 4a7o / � D.B. 606 PG. 383
41.30
0 +40690 : 29
Pe?• �t / �` EXISTIN
�.h 40M 36 Inch P
Y
NCDOT
D.B. 1558 PG. 369
0
C/L OF SANDY RUN BRANCH LINE TABLE
LINE DESCRIPTION
BEARING
DISTANCE
A TO B
S27°29'30'W
88.26'
BTO C
S29030'580W
93.16'
C TO D
S75041'44'W
221.74'
D TO E
S74032'41•W
109.40'
E TO F
S74032'42"W
102.02'
FTOG
S75011'42'W
104.30'
G TO H
S74007'42'W
115.00'
H TO I
S55°10'42'W
246.94'
I TO J
S56058'38'W
46.35'
3 TO K
S49031'358W
207.57'
K TO L
S55°10'39'W
75.51'
LTO M
S67.21'48'W
163.13'
M TO N
S51048'58'W
190.92'
N TOO
S57 -08-47•W
76.93'
O TO P
S88°15'S6'W
86.87'
PTO Q
S82 -31-00•W
169.47'
\ + 40.30 3 �� 30' INGRESS & EGRESS EASEMENT
+ 4a30 � TW: / PER D.B. 606 PG. 383
+41 +�A► �s �.: 29. 20'D &U E
.5 ACPLE
N61° '56"
80.3
�a
r-
510
N4' g�S s7
�✓ Qui
atA
ar
4
404 WETLANDS�_-
32
L*D
34
33
v-
TWIN OA" OF THE
�- (a.k.a. NDY
RUN BRA H)
DEPTH = t /
N32044'45'W SI POINT z4
N/F 58.27' E 2"1670.731
EDNA P. MARSHBURN31 _ �'�'
i M.H. t8
D.B. 744 PG. 171 Eel5 5 VN: 19.93'
29
M.H. •7 / ''�
TOP: 29.
INV: 19.18
N27° '38'W
2 6'
N/F
LARRY PENUEL
D.B. 443 PG. 466
31
1 M
N30014 20 W .0
N/F s1s ��'\r-T j N
GLENN SLADE� .. /ROPO
D.B. 523 PG. 408
-ter r coot"
+
SITE
NORTH
/ 90/1
*j \�" q 1111 Y
VICINTlY SKETCH (NO SCALE)
WETLANDS LINE TABLE
LINE TABLE
BEARING
LINE
BEARING
DISTANCE
Ll
S78052'01"W
49.48'
L2
S76047'46'W
50.37'
L3
S75018'16'W
50.88'
L4
S73055'46"W
51.48'
L5
S72042'590W
82.67'
L6
S70032'31nW
50.12'
L7
S68039'56'W
30.85'
L8
S12012'130E
30.00'
L9
S22050'24•E 1
30.00'
\ + 40.30 3 �� 30' INGRESS & EGRESS EASEMENT
+ 4a30 � TW: / PER D.B. 606 PG. 383
+41 +�A► �s �.: 29. 20'D &U E
.5 ACPLE
N61° '56"
80.3
�a
r-
510
N4' g�S s7
�✓ Qui
atA
ar
4
404 WETLANDS�_-
32
L*D
34
33
v-
TWIN OA" OF THE
�- (a.k.a. NDY
RUN BRA H)
DEPTH = t /
N32044'45'W SI POINT z4
N/F 58.27' E 2"1670.731
EDNA P. MARSHBURN31 _ �'�'
i M.H. t8
D.B. 744 PG. 171 Eel5 5 VN: 19.93'
29
M.H. •7 / ''�
TOP: 29.
INV: 19.18
N27° '38'W
2 6'
N/F
LARRY PENUEL
D.B. 443 PG. 466
31
1 M
N30014 20 W .0
N/F s1s ��'\r-T j N
GLENN SLADE� .. /ROPO
D.B. 523 PG. 408
-ter r coot"
+
SITE
NORTH
/ 90/1
*j \�" q 1111 Y
VICINTlY SKETCH (NO SCALE)
WETLANDS LINE TABLE
LINE
BEARING
LENGTH
A1/A8 to A2
N11034'S60W
28.85
A2 to A3
S87016'55"E
21.94
A3 to A4
S27023'39"E
22.82
A4 to AS
S41004'56"E
28.55
A5 tD A6
N12027'10'E
20.94
A6 to A7
N70053'46'W
31.64
A7 to Al/A8
N23059'30'W
26.99
D.B. 606 PG. 383
553034'33•E / N/F
745.08' / EASTERN BUILDERS INC.
/ D.B. 847 PG. 793
�- 30' D.&U.E. 6pbW"�p1��1
M.B. 11 PG. 27
D.B. 601 PG. 719 u5 �OVN
N 6047
E'a 3469.
7 AULf WMA`ab N75`�a �i u 11ti7 51/C
(a.k.a. SAN 38
`��+ RUN s f5' ZO ANM
N 375952.29
• 2483598.31
as °3 sP -
3' `IEA
PER
P66 2 109.40 'c.
ro"
33 T '
221.74'
A #113
1''i�o 'S. TOPi P: 3.s9
32 T`
401
3zL 013 102.02'
goo W.
51.E 1%•'SS.' S75•11'41•W ILV• 1
ti 3i 104.30' _ �L
� 57400741"W �Ol
lis.*12
j4 / u31. ,
/ •10'41-W
I. i 8/ E� • 1 2
./ /Cr 246.94' Pp►RK 2? i
6,18� PG 60, R/W m
/ CPR�R R /
20' DRAINAGE ENT
/
M.N. 32 1 PER M.8.18 PG. 27
35
/ S18007'190E / 36 37
34 222.45
� sis .5`
/
S18°07'19E
( 135.75'
36 v000
Ski
P =�
� ESIP -E�
"=--TTS----�•---
S73000
Olefn
^' 6
VE stre
CEMETE
0.0017 ACRES)
-j W ACCEW EASEMefT
N15052'010W
23.76'
INSET 1
NO SCALE
38
WF
EASTERN BUILDERS INC.
D.B. 847 PG. 793
LEGEND:
NCGS *COBL.E*
NAD 83 VALUE
NORTHING: 380015.7229
rk EASTING:2485286.7325
ELEVATION: 43.90 R.
(NGVD 88 VALUE)
NCGS 'COLLEGE"
NAD 83 VALUE
NORTHING: 376249.9791
FASTING: 2484126.8821
EOP = EDGE OF PAVEMENT
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
EPK = EXISTING PK NAIL
MBL = MINIMUM BUILDING LINE
D. & U.E. - DRAINAGE & UTILITY EASEMENT
+ 50.00 = SPOT ELEVATION f -
.
W - MANHOLE
= N.C.G.S.14ONLOMM
DOTM = DEPT. OF TRANSPORTATION MONUMENT
-24- = CONTOUR LINES
TC = TOP OF CURVE
EOP = EDGE OF PAVEMENT
-FIRE HYDRANT
- - - = CONCRETE BLOCK WALL
W.L. = WATER LINE
NOTES:
1.) ALL ELEVATIONS ARE RELATIVE TO N.C.G.S.
MONUMENT " COBLE" ELEV. 43.90 ft. (NGVD 88 VALUE)
2.) ALL DISTANCES SHOWN HEREON ARE
HORIZONTAL GROUND DISTANCES.
3.) ALL SANITARY SEWER MANHOLES AND
LINES ARE EXISTING UNLESS OTHERWISE
NOTED.
FLOOD INFORMATION:
THIS PROPERTY IS LOCATED IN FLOOD ZONE "C, B & A4 "
ACCORDING TO FLOOD INSURANCE RATE
MAP NO.370178 0006 B ; DATED FEBRUARY 15, 1985.
EXHIBIT MAP FOR �
DRAINAGE AREAS
FOR:
H & S DEVELOPEMENT �
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
I LI n U , II I� DATE: MARCH 7, 203
9mm SCALE: 1" = 100'
5URVEYONG COMPANY F. B. 461 PG. 7
SURVEYING - PLANNING -MAPPING DRAFTER: F. WINBERRY
239 NEW BRIDGE STREET ZIP #16
JACKSONVILLE, N.C. 28540 FILE NAME: H&S-STREET-GG-EM.dwg
[phone] WO*: 025231
FAX [phone]
GRAPHIC SCALE i
100 0 50 100 200 400
IN peer )
I mon -goo et
nemrmix vii