SW8060120_Historical File_20060131

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 31, 2006
Mr. Maurice Emmart, Jr., Managing Member
Emmart Holdings, LLC
99 Aqua Vista Drive
Wilmington, NC 28409
Subject: Stormwater Permit No. SW8 060120
Saylor's Watch
High Density Project
New Hanover County
Dear Mr. Emmart:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Saylor's Watch on January 25, 2006. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 060120
dated January 31, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until January 31, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sinc rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATIPERMIT1060120.jan06
cc: Garry Pape, P.E., Withers & Ravenel
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us Wortne
hCarol/ina
ffin An Equal OpportunitylAnative Action Employer— 50% Recycled110% Post Consumer Paper �gatllrQ1flJ

State Stormwater Management Systems
Permit No. SW8 060120
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Maurice Emmart, Jr., & Emmart Holdings, LLC
Saylor's Watch
4702 S. College Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H ..1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2016, and
shall be subject to the. following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormt1vater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 154,016 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide an allotment
for any additional future built -upon area.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060120
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
DrainaArea, acres:
gnsite,
10.02
ft2.
340,940
Offsite, ft.
0
b.
Total Impervious Surfaces, ft2:
154,016
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
5.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
23.50
g.
Permanent Pool Surface Area, ft2:
10,464
h.
Permitted Storage Volume, ft3:
12,977
i.
Temporary Storage Elevation, FMSL:
24.60
j.
Controlling Orifice:
1.5" 0 pipe
k.
Permitted Forebay Volume, ft3:
3,833
I.
Receiving Stream/River Basin:
UT Mott Creek / Cape Fear
M.
Stream Index Number:
CPF17 18-82
n.
Classification of Water Body:
"C Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060120
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8th horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060120
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
lil. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved,. and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Co^trol Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 31 st day of January 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
KIJAA-
for Alan W. Klimek, , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060120
Saylor's Watch
Stormwater Permit No. SW8 060120
New Hanover County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved, plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060120
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built-u-pon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-L'#WO Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
000wl
SW IX O&C21 z o
State of North Carolina
Department of Environmental and Natural Resources
Division of `'Vater Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Emmart Holdings, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Maurice Emmart, Tf. - kti1Q e, ; ,n%
V
3. Mailing Address for person listed in Item 2 above:
99 Aqua Vista Dr
City: Wilmington State: NC Zip: 28409
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Savlor's Watch
5. Location of Project (street address):
4702 S. College Rd
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
+/- 1.2 miles north of intersection of Carolina Beach Rd & S. College Rd
7. Latitude: 34' 09' 15" N Longitude: 770 53' 33" W of project.
8. Contact person who can answer questions about the project::
Name: Garr; S. Pane, PE Telephone Number: ( 910) 256-9277
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
Form SWU-101 Version 3.99 Pagel of 4

3. Specify the type of project (check one):
Low Density X 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.
Storm water will be treated by a proposed wet pond
2. Stormwater runoff from this project drains to the Cape Fear
3.
4.
5.
6.
Total Project Area: 10.02 acres.
Project Built Upon Area: 35.3 %.
How many drainage areas does the project have? 1
River Basin.
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Draina a Area 2
Receiving Stream Name
Unnamed Trib to Mott Creek
Receiving Stream Class
C, SW
Drainage Area
340,940 sf — 7.83 ac
Existing Im ervious*Area
- 0 -
Pro osed Impervious* Area
154,016 sf — 3.54 ac
% Impervious* Area T otai
45.18°%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -Site Buildings
54,400 sf
On -Site Streets
On -Site Parkin Pavement
71,268 sf
On -Site Sidewalks
14,916 sf
Other On -Site
Off -Site Access Drive
13,432
Total: 154,016 sf — 3.54 ac
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? Parking areas, buildings sidewalks and proposed
access drive from College Road
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, 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.
The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than 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 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.
S. All permitted runoff from the outparcels or future development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall be performed in a
manner that maintains the integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SW-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBAUTTAL 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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• 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 $42-0-(payable to NCDENR) Sop rasa,
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VH. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
W
Mailing Address: _ �-o 0(ti q ��y; te v� , 5 u�. l0 )
City Wilmington
State: NC
Phone: _ CIL o ` LS(.- ctZ
VM. APPLICANT'S CERTIFICATION
Zip: Z$ ¢n 3
Fax: , 9 1 d— LSfo— Zg&¢-
I, (print or type name of person listed in General Information, Item 2) Maurice Emmart-1Jr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: � � Date: � IL p __
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. % 900or -)
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Saylors Watch
Contact Person: Garry S. Pape, PE Phone Number: 910-256-9277
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 18.0 ft. (floor of the basin)
Permanent Pool Elevation 23.5 ft. (elevation of the orifice)
Temporary Pool Elevation 24.6 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
lot 46+ i�`;3vlvp
AR= sq. ft (water surface area at the orifice elevation)
7.91 ac. (on -site and off -site drainage to the basin)
3.54 ac. (on -site and off -site drainage to the basin)
18,089 cu. ft. (combined volume of main basin and forebay)
12,977 cu. ft. (volume detained above the permanent pool)
3,833 cu. ft. (approximately 20% of total volume)
2.81
1.5
in.
1.0
in.
90
%
(surface area to drainage area ratio from, DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page 1 of 4

U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
WAe. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
Pf. The basin length to width *ratio is greater than 3: 1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
Sh. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
S(� j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided.
This system (check one) O does $ does not incorporate a vegetated filter at the outlet.
This system (check one) O does J4 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
5.
A
7.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4, 1 2S' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads
Sediment
Bottom
El. 2 2-SO
9,s
3.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 2 3.50
Sediment Removal Elevation 22.1257 175%
Bottom Elevation I er 25%
FOREBAY MAINPOND:
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of 4

T acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: Maurice Emmart
Title: Managing.P-rlrttn r MO-M6.er
Address: 99 Aqua Vista Dr., Wilmington NC 28409
Phone: [phone]
Date: % ;L
Of
�^ I
Signature:/ —
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of do hereby certify that
personally appeared before me this ��day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
faRKA Y. STK' WS
Official Seal
Notary Public - North Carolina
New Hanover County
IIMXComm. Ex 'res Feb,1, 2olo
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

LEGEND
DESCRIPTION EXISTING
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT -----------
STREAM
MINOR CONTOURS ---------- 8----------
MAJOR CONTOURS -
GAS LINE ---G------- G---
WATER LINE --- W------- W---
SANITARY SEWER LINE---SS------SS-
SANITARY SEWER MANHOLE (S
STORM DRAINAGE PIPE
r--�
STORM DRAINAGE STRUCTURE O L_J
SILT FENCE
TREE PROTECTION FENCE
FIRE HYDRANT ASSEMBLY
TREE TO BE REMOVED
WETLANDS
PROPOSED
8-------
10
G
G
W
W
—SS
SS--
- TPF
04
TPF -
DECEMBER� 11
WILMINGTON, NORTH CAROLINA
WITHE�KS R"ENEL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
INDEX OF SHEETS
SHT 0.0 COVER SHEET
SHT 1.0 EXISTING CONDITIONS PLAN
SHT 2.0 GENERAL NOTES
SHT 3.0 LAYOUT PLAN
SHT 4.0 UTILITY PLAN
SHT 5.0 SANITARY SEWER PLAN & PROFILE
SHT 6.0 SANITARY SEWER PLAN & PROFILE
SHT 7.0 GRADING PLAN
SHT 8.0 DRAINAGE AREA & EROSION AND
SEDIMENT CONTROL PLAN
SHT 9.0 LANDSCAPE PLAN AND SPECIFICATION
TABLES
SHT 10.0 TYPICAL & LANDSCAPE DETAILS
SHT 11.0 E&S CONTROL DETAILS & MODIFIED
SANITARY SEWER DETAIL
SHT 12.0 STORM DRAINAGE DETAILS
SHT 13.0 WATER DETAILS
SHT 14.0 NEW HANOVER COUNTY- SEWER
DETAILS - SHEET i
SHT 15.0 NEW HANOVER COUNTY SEWER
DETAILS SHEET 2
SITE DATA TABLE
DEVELOPMENT DATA:
TOTAL TRACT AREA - 10.02 AC.
MINUS CLASS IV ` SOILS - 0-
MW
M NUSNATURAL WATER FEATURES -0-
(WT APPMOBW
TOTAL DEVELOPMENT AREA - 10.02 AC.t
HIGH -DENSITY RESIDENTIAL DENSITY 10.02 AC.
10.2 UNITS/AC (R-15)
TOTAL UNITS ` PERMITTED -- 102
** 82 UNITS PROPOSED **
IMPROVED RECREATIONAL LANDS 15% X 10.02 AC 65,470 S.F.
** AREA PROV'D. - 99,406 S.F.
**
BUILDING COVERAGE - 54,400 S.F. = 12.5%
BUILDING HEIGHT - TWO-STORY / MAX. 25'
BUILDING AREA
44 3 BR UNITS ® 1360 S.F.
38-2BRUNITS 01216SF.
TOTAL - 106,048 S.F.
PARKING - ® 2 SP./UNIT = 164 SPACES REQ'D.
** 200 SPACES PROV'D. **
IMPERVIOUS SURFACES: APPROVED)
ROOFTOPS - 54,400 S.F. U l
WALKS - 14,916 S.F. MWGEMEW COMMISSION
PARKING LOT - 71,268 S.F.
ACCESS DRIVE - 13,432 S.F.
TOTAL - RW,016 S.F. 35.3Z) "31-JAB -2LW
** 64.7% OPEN SPACE **
GENERAL NOTES:
1. NEW HANOVER CO. PARCEL NO.:
3134(06) - 48 - 8849, 3134(06) - 48 - 8719
3134(06) - 48 - 3944
2. TOTAL -TRACT AREA: 10.02 AC. t
J. ZONING: R-15 & B-2(CB)
4. LAND CLASSIFICATION: DEVELOPED
5. THIS PROPERTY IS NQL WITHIN A SPECIAL FLOOD ZONE AS
DETERMINED BY THE FEM4 MAPS
NOTE;
ALL DESIGN AND CONSTUCTION SHALL BE IN CONFORMANCE
WITH THE CITY OF WILMINGTON LAND DEVELOPMENT CODE
WNE
MAURICE EMMART Pq
99 AQUA VISTA DR g �
\ \0111 R,WILMINGTON, NC 28409 A
TEL. [phone] V�l
SEA f; i
031315 o
"s:,P�
PROJECT NAME: SALORS WATCH
PROJECT ADDRESS: 4702 S. COLLEGE RD
W R P J E CT : 204406

! +
M.B. 36/41 •' w w w• j 1! l! J f
WATERS OF THE w • / W ' 'w--~✓•�• w w w
UNIWD STATES UJ
w w �_ __/•v w w w w w w I + 1 1 /1 1J Iwas Cf)
®.®At:.t / w w w w .w w• w w w w w w w w w. J
w w w w w w w w w w w w w w w
( 11 l J + }
x\12 tNE I l J ! W
./ w w w w w w w •v w w w w w w w / l (, \ III 1 1 i > 00
�` /
/ 1 LO
PINE\ _ •••mow w w w w w w w w w w w w w !t '
00(0
12 PINE `~ �••tc, w w w w w w w w w' `� 1 i -+�' u F
C) M.C�i 0
NSF
r OAK `X/PINE
COASTAL COMMUNITY -
1J `Xis. PINS / �� ,�.•v w w w VINEYARD W <L U
-� . � r it 1 z �
/. /+JI \ % PINE / // / // `�� w w w w M.B. 36 41 / t/ r t l 1 =_
If
' ` J1 t 1 J'1 Z �>O�c
N/F 1 1 \ \ /1 111 PINE. ` 1 1 1 > N
SOUTH COLLEGE !! a }/ /1 PrNE�_ / 1Jl' `/ t ''� . w J
t• �) lX PINE / w "' /tr I 1 t It 1 Q ,.,
ASSOCIATES -� i ! / `- / �'� /I �\ F.E.S.a,�
1 _ INV.23.39 � J 1 ( ( IIa ._.
D.B. 1718-303 t ( / w. w " w s• r�' •�C PINE ' \ `�•..,. ` / — �--- 1J1 I J ( ( JJ J f -otU
to
a'tv_�
•t / / Al iNEw w w w w w w /-1 0) 0
+ PINT w w w X12 PINE J \ —�_ 1 i (J( ( J 1 f I Q� Q
I 12 PI x / l i /—�`'2`'S' P`C\,. ` JJ J -�—
IN :v w w x1 IN w w w w w ,�
I 1 / J W
PINEw w w w w } /\\ •\� l I l /1/ R(� / ) J / 1 t J W
r` 1 10 NE w w w `! 12 PINE w / — RIP - RAP
ij—
w w M w x w )1r2 PRfE // \ . EX. CULVERi�, TO �-, o RIP RAPF--
ai 1 12- E�iN /. �` / / / - _ . _ 0 / , J l r Z
°' J w w w X w x w w w w INE'Y w w\' BE REMQV€b 1 //; /l I— -� ��� / I N F 1 J J 1!! 1
J w w w w N� 1 PINEw 0 P4NE y w w w // / /1 , / ------ -- `` � 0 �. / / /
1 / / / Qr COASTAL COMMUNITY ► !
EX. WETLANDS, !/w w w ,4x PiNFe w ,Yx12 \ w \ w : w w w w w w / // / /�, p �/ \� C �` COA '1 1 ! 1 +i ( Z
TYP. 1 `,(.( w w w v 13• •v w wI%Wr w ,w\ PiN w w w �. / / / / , _ \ ` �-., VINEYARD
1X INE w w W w w Al PINEY v` 1z i'E x w w w w \/'/ ' / EX. DRIVEWAY TO \ `} ` D.B. 1607-661 J (� ; (! f ( + J W
w w w w �• .►. w w x1s PINE �, w ,� �. �/ t/ i l l/ l BE REMOVED TYP.
/I• lJ+ t 4 W w w w w w w w xwi2 iN w w x14 ENE/// ' /
x2 !N£ w w w �• w w w '
z 1 w w w w w w w w w x10 PINE x / 1 �IV'— Seal
/ 1 14 PINE x12 J INE / XIS ( \ _ �'` "� / ( 1 1 J f r ` \\\\III
x 41 \ x w w w w 10 $I P141E w w w w / 1 ,•/ 1 i
iI ' ' x 1 ' � �\�.., _ 1 SAW I CUT .EDGE OF ► ! (� t ! ( � J �. � , . ` /,,�
12 / 1 / it STRUOTUR / / Z.� PAV MENT FOR
PURE �' w �w w w w .Y w `�' 1 PEN w w / J r \� `
J w w 12 0111 — w w •�• wi \ w w w w IN� w / Jl l 11 / TO E \`� \t �� Y7 (-c�. — j j 1 (l J f f i = '
! � `� , %1 i w w / / \ / � � � ��,, SMOOTH , 1 f 1 i _ S
w w v 1 INE w w w / , OVED /\ r 1 j I J
x / �' l r l I I , --" aAEc �� \� � CO N ECTI ON OF E J ( + J J I J 3131
\ x
WE w \� jw w W w w 1 PIN DINE w w PINE / / / / / \ \ "`� / t l t ( ..
10Pt�! x �( t l I d4l
/ ��`� AN PROPOSED' E •Y w w w xY w w 1 / / / PI \ PINE ! / �/I� o P ,PAWEMENTJt.{N w x12 INE �w `Y12 PINE \14 PINE \ / � j/ / � / �'` �� ` \ J ,� C� • . P@ `\�
\ INE / J 1 — 41 HOl / / PINE , \ \® ,.\, / J i N / R \
y i 11 J /j RY S. \\
1 w w w w w w w w `w w wr w w w '� \
\ i2 Xi4 INE
10 INE 1 (E / \ �X}
w w w \ wx w `►' xY2 PiIJE (w w w w a. .Y w x_ 14 PINE
\ /
I 1 i i�SA1W x1 INE \ X w w \ w w w w / w .{� 14 E `u6} PINE / — \II
1 f ( 'k14 NE A 4 INE x 1 E \ \ \ ,�`/ 16 PIP --__ �- 1 _ _ / / /
`�\ 1 PINE / 12/ `'Ity \ \
} _ \
r _ w w\ w IN w ` � ` I / / 1
PINE w \
/ 1 I
WETtANCS PH �/Ew w xX �o E INE / ` / I / 1 �x�i/ 8 OAK
`r \ / TIO •INE/ �X -' ��` �_ - // I LX
[�� \ 1 � PINE -� -' / `` 1 �, -,� ,�. - ,� / / .._.- --- -..� � ; `,.. •� � 1
i i I t x -2 OAKY w (2 1PlNE`�' �' w .� ` �y Alx1 INE w v+ x10 INE / `Xz PEE -�- .� / / / 12�'IN£
1 1 I \ 1 ( \ AREA � / 1 � � ' ��—�,\ � � / / Xj� F'�N �1 X14 PINE \�''\b► , \�,\ � � � ! '
w w V'.-._ i� w wON9
AREA* w 113 . N X "\� / /�` � ` �'^... ' , ^�.�� ' // // � / } � \
P�JE X x10 NE \ '"' / 1 / �j2}\PINE \ \ \� / / / /OAK 12/PIAi���
''&4 Adis w w w w w w • . EX. TR ' `/ \ — i e8',KA
PINE `� �\ ` ` ` a�
x10 �NE 1 PINE i� PINE i i
w w �• w w w w w .Y w w , .vj w lXj � �--T — ` \ /''/ /� l}\12 12 PIN Pt ts✓�K 1 E wwwwwwwwx( •Xw L I�]['1 INE -� / / L / 1 14 Pi /`� PWE ` -. -/ \ SPINE } N - �, N
J( X (x10 �ittE ` REMOVED, / /'` 2 PINE / �/ / ` �Xa a `X% PINE '�� IN ` _= > e3-
w w w w01INE�, w w w w w w w w w 14 iNE w / �j ` \-
I { •A6 PEE w/ TYP. I" �/ /\ ; INE \ �X PINE �� !'(L�lE — — \ h J`\ � \ U
�,w ww w w 1 INE x12 INE '�' ��(0)PiNE •r w x 1� PI / / l • g I / \ % / i Z
,P — N
16 !NW w w AD"N
E w w �'+•� ` �Y w w w tX/\\ `X4} PINE } / \ 1'2 PINE \1 \ ' MF \I } c��, •�
1 1 PINE / l 12 PiNE / / \rl l `6 PN \[1 I _m7 w w w1 w w `�' 4A4 - W v/ -w w X �.� w w w w w w / `X%I NE / / / \ I OAK / } / 1 / 12 PINE (2)12 )12 { i i \ I UJ Z ~
Ti 12 P tx x — y.
w w w w w v w w i t'INE w ! its ' `3` - w- ' �- \ \ ` / -� \ j // 1 }\ \ / / / �Xj P�N£ \ `i�,j f 2 12 Pi Ck I I J 0 � O
1
RIP -RAP' d w w w w �• w w w w w 1 1NE w Xw w w fw w w w w w\ w 2 Its 1d PINE �X2 PINE \ I /� // / \ �� � NINE `� 1 a 1 16 P) jOA
1 w w w w w w w w w w w w v+ WE*\\ /\ / 12 PINE / Xj,�6 E1N /� } l !J 1 `' <C Z all wt }OAK { \ // '!� INE �/� } t PINE I !{
/ \ \X/ j�S PINE \ f \ /
/ / / \ ) ( \ `� f i / �N£ \ \ I v OAK `/ / } �� !l ( J+ ( 1 I ` \I Cz
0 �a
I p p \q P�E
Xi2 1NE�� w w w w w i \/ ( 1 / , / \ �X \ / \ / ) L �4�/ 8 0 8}OAS rr + i +
wX w vPiNEw w w w / 1 1 / / / PINE // \ I �X/ PINE 12 Pi �/
1 PNFw 12 NE / f / \ 1 I / I \ / ` I ��,1
w w w w w w X�1 � PiNE I / I ,�� OAK
a !\ \ x x Ptty>v w ,�, ,y i `' `/ I / / / \ / / 8 pA 1 6_ 6 i
/ } t 4 PINE / -1-6 PINE \
1VCwA>F \ w /w\\w\\ w w ! / I `\
1� R /r w w \w a, 1 w w w w w / / / / 12 PINE j1 -PINE
"e�_ \ ,•/ f / / /�'�/ 1 �j �1��j \ / lX/ } Pt k 129aK 1J I J ! ( t ( 0
. ` 10 .Y w w . `X2} PAE `X2} PINE / --' I I / / / / / '� / 1 \OLQ lX2 PINE / }8 8 OAK \\ OAK / D/ �r ! l t J ' '
l / } 2 PINE 18 P rr i J J
a ` �� ` / \ �� �✓ . / t / �X2/P1Ni"`X}L j PINE I \AROp ` / 14 PIt�IEX/ 1 INE ^`/C -lX/ 1 '}€ j -`/ }
P E / / / / / / t2 PWE { \RIY ` / 12D,� E ! ( _
� �✓ .(,. ,. / � -tN / / ' I / / / LrN 14 PI \ �, BOA �--
w .: ._ ... \ Q�1 X2, r %< ` (\4)10 % �r2. ,! I t J Z
PINE 1 1 I/ y I o �/ / t w J J J
1®Ng �Xj PINE `` `\ / r " , / f� / \ / t ! r 1 /
1 i E i0 iNE D/ 1
.POP N g � 85>• ® \\ l � / / Xl PINE i \ qND 12 I / �pAK. AK
2g q / ''`' 28h '�. _ / / / 12} PiNE ` / \ONE >( ) 16 P( 11 ( ' j 1 ( ( 1 1
\. ` 23Q N®y W S / Xl \\ / / I/ / / ! `�j l_—__— x2 INE O 1 11 J ( t Q
2 , 2f PINE / X O }X INE i 0 / J 1 J
1 1 \� C 8/ q`` .. 38 ` f�INE / ' `` /' — 12} ,NE / ,/ 1 I 14 PINE \ 0� AK ` /x8 AKrf�J J ( 1 J 1 U
qTC V CqT� e . R i8 PIN tX/ P / i I u\ 1 PlNEr4 r2- I / 12 PINE/ •` / 1 !1 J l J
F ` 1 / / / i `/ h/ `�F PINE ;X \/ * 8 XK w v.'3+- .. ---..- w �% w � ' ( I J J _
25 �si,� op z sqS/ JAR/s / / // , \ ` / } l / J J I1 J 1 1 E—
\.3 ,,_ 1 NL 6 S2 N® ` ��'— F ' j �� } / / \ I 1�'PI K w w w w w w w
I l 2 i -.I / ( ( �I2 PINE , 12 PIE // \ �.�-�' w w 1 J 1 1 ( J
`I► �`q.. % / \ `,. / f X2} PINE / \ ,C ,�/ } . x1 AK 'ice 1w \ w w w w 414 INE w !J J' i( f ( 1 ' J J W
STIL`CA,DOW �► t t / / / \ ` / (� )`X2 PINE 12 0 ` 1 \ J' ( Ij 1 r / J \ Z
AGE LTD. i' RSHP. "� f \ / PINE 4 INS w w w w w 1 INE w N J J_
/r ( / / // 12} ONE, / kX) PINE / / 1 PI 12 /Pi \ J ( ! I (' , W
2315-422 `` ` rop lAlk 2 \ �/ ( = '` l�� �X2 PINE / / ��/ \ ` t 2 _NS .� \ , w w w \ w w GlJt�t' Ji�r ! j l f t J ( f J ® U Z (f�
z 3 Q om' / t ``� / — ', j` w x2 PINE XI INE`s', U z
qR e •.•m WE 12 PINE w w •Y w w
rNy 9 9 8 11Q,/ �` ®� h� �.� / / + "} f \\ / -� \ �xi) PINE w w x PWE \ x 0 w w 1 AK �{ INE } ,..i._vtntw�'\ w w w w w w w J 1 j ty Q- -•�\��I4 PINE/ // Pt WE \ !( I ! 1 J ( 1 J ( O 1 W .G..
4/ j / `X1 PINE 1 VT PINE 18 E g w w w — Aft PINE w 1 NE w w w � ; ! J ( ( j�
\/' `� PINE ` / // `,``/ Xw 2vPlNE.v w w w �,- w Xw w w 1! �i �� + J ( ( J J .�}•, (f Z
x16 IN K
o w \ w -w
PINE 4 -� -16' UM + 1 _ J J Q (�
I t—h // // _ \ Ss ( / , `�.; `® I �•`y— — 1 PINE q' w INE �'-- w w w w 1 J J 1 (l J v
\ r/ w w w w w w X w/ .Y w o 1 1 ( t! J
�/12 PiNE i 0 Ii E / £ E / / J ( J 0 tiJ
�/�V w w w w J `Y TLANDS �/ P34s �'\ / w 10 ' ' 11 1 ' (� ' z �•�
~� iN \ !' �'/Nl! 2g PINE 1 s PI E�� } x1 INEw w w w w w w EAIQNi' 't' w '�°'" �'�"' — 110 !/ l ( `
,�e N w w w w w w 1 w w w x�I fi��A w w w o w w j 1 ' r 1 (1 i _�Lu
1 GUM i J
, 11 // / / / . \. '°� � � ��. 's v� �`• \ � •. ��. } `' :Y w w w w w � w w w w w 1 l J 1 j
14 PIN x16 INE \ 1.� 'ACi. I �� Il I t ( t t J J
INE Y, w wvw�w w w w w w w w w �Y w/ w w! f l _
`�. w w w 1 w w w w w w w dY� w w / + ! J J to
1 f
�• ,t f `e \ x12 PiNE. x1 IN x76 INE ,i,/ w "•�- w ! J' l 1 J l I ! ! O Z
�� / , w w w w pY w w w w w /
�� �... / � $I� \ 1 PINE f t ( J
• ,s 6N If t �� ��\ w w x10 WNE w �a• w 1 w w w w I w w w ( (J — -� J Q if W
,/ t .� ` `` ®.�` `�� \ \ 2'v �w w w w w .v w x7 ' ,&E w w w w w x12 t�1Ni vl (�)8YIf 0
w ! j i (� J 1
if�`` �.`� \ �\ ��� �e `� ��� \��� \ \� v .Y /w w w 10 PINE w1 �, J l f J 1 (' J 1 6
1 / / WNE 41 ,'Y 16*4P
If
-. -- \ y 1} � %•� ..� -�� � � � ` �\�\ PWE
wt
T � ` � � � � \- w w/ w w w ! ! /! t L 1 J
TOp Cry `` \ i ( J
rNv 2s sgs,N PI-RxP J !
T
MAP NOTED �}5 i /1 I I
/ �y ss ! I
J� ` / !
/ INITIAL TOPOGRAPHY, ,' U�� V �� ! !' 1t '� J � � � I / l2 BOUNDARY WETLANDS AND UTILITIES HAVE �
J JJ ! it BEEN TAKEN FROM A MAP PREPARED BY CLARK SURVEYING
SERVICES.
ADDITIONAL ADJACENT TOPOGRAPHY AND UTILITY INFORMATION HAS 1 1� ! 40 2 J o I 40 1 80
1 •'—� ! 1� ! / r' �. /% �.� BEEN TAKEN FROM A FROM FIELD SURVEY COMPLETED BY WITHERS 1}` , /' / "' =-�
AND RAVENEL. ��S fi ` ,
Job No.
204406
Drawn By:
JEW
Checked By.
MNH
Date:
12/21 /2005
Scale.
i=40•
Revisions:
Sheet:

COORDINATION NOTES
GENERAL GRADING NOTES EXISTING UTILITY NOTES
EROSION AND SEDIMENT CONTROL NOTES
1.
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
ON THE PLANS. THE EXACT LOCATION OF SUCH UlIUTIES IS NOT KNOWN IN ALL CASES.
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
EROSION CONTROL AND SEQUENCE
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
FIELD PRIOR TO GROUND BREAKING.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WIL.MINGTON
AND THE STATE OF NORTH CAROLINA.
OF CONSTRUCTION NOTES:
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTTUTY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
2 EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
WITHIN DESIGNATED CLEARING LIMITS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
CONTRACTOR IS TC COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 2i DAYS OF CEASE OF ANY GRADING
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED REPAIRS AND LOSS SERVICE REVENUE.
TO CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
ACTIVITY.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER ONES, ETC...
UTILITY CONTACTS:
IMPROVEMENT STAKEOUT(S).
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
2.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
1-800-632-4949
4. ANYTIME WORK IS PERFORMED OFF --SITE OR WITHIN AN EXISTING
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT
EASEMENT, THE CONTRACTOR I5 TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
4 DURING GRADING AND AFTER GRADING HAS BEEN _COMPLETED, CONTRACTOR SHALL CONTINUE TO
3.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
NOTICE RE Q LTIRED
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
WITH OR REFERENCED IN THE RECORDED EASEMENT.
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
GENERAL NOTES:
APPROVAL BY NEW HANOVER COUNTY.
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
1. ALL TOPOGRAPHY, .BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY CLARK
6, PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING
WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
SURVEYING SERVICES AND BY A MAP PREPARED BY WITHERS & RAVENEL
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
CONTACT "CAROLINA ONE CALL" AT
2 REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
TREE PROTECTION FENCING.
4.
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
1-800-632-4949
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
SUCH AS TREES, VEGETATION. FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF --SITE OR BURNED IF PROPER PERMITS
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
MAINTENANCE PLAN
ARE RECEIVED.
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
SITE
NOTES
UTILITY NOTES:
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
PRACTICES AS DESIGNED.
1.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
THE OWNER PRIOR START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
RE FI
CANNOT BE SET AND ACTIVATED. UNTIL ALL .REQUIREMENTS .ARE
CABLES, WATER LINES, ETC...
2 INCHES OF STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT !S TRACKED
#a
.RESPONSIBLE
HEREON BEFORE BEGINNING CONSTRUCTION.
MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
CALL. 343-3910 FOR INFORMATION.
2
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS UTILITIES
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH: REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING 1N THESE AREAS.
2. IF CONTRACTOR: DESIRES CITY WATER FOR CONSTRUCTION,
Seal
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST '
W I
OCCUPATIONAL SAFETY AND HEALTH ACT.
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
C A
C.
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE WATER METER BOX.
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
'
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK SUITABLE BARRIERS FENCES SIGNS
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
'' E L
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
DENSE VEGETATIVE COVER.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
SHAD_ COMPLY WITH THE CITYS CROSS CONNECTION
CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
=_ 3131
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
J •�
CONSTRUCTION SIGNING SHALL BE 1N ACCORDANCE WITH THE LATEST EDITION OF CONSTRUCTION AND
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
4. WATER SERVICES CAN NOT BE SET AND ACTIVATED ON NEW WATER
�i �,NGIN ,=!
``l
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
DENSE VEGETATIVE COVER.
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPUCANTS'S
'HAVE
/���/GjgRRY S - QPR �`�
CERTIFICATION BEEN PROVIDED AND N.C.D.E.N.R. HAS
l�! I
��
BY THE DOT
6. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION OMITS"
ISSUED "FINAL APPROVAL" CALL 343-3910 FOR INFORMATION.
!
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
BROOM CLEAN AT ALL TIMES.
5. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
8. CONTRACTOR SHALL MAINTAIN AN AS -BUILT' SET OF DRAWINGS TO RECORD THE
PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED
CONTAMINATED PART THE GRAVEL FACING.
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
THE PIPES WITH DUCT TAPE. THE INSULLATED WIRE 1S TO BE
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY. CHECK THE
TRANSMITTAL LETTER TO THE ENGINEER.
STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAXIMUM OF 1.5 FT BELOW THE LOW POINT OF
THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 800) 632-4949 AND ALLOW
(
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
ABOVE THE DESIGN GRADE ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACE
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
IMMEDIATELY
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
6. ALL COMMERICAL WATER SERVICES AND ANY IRRIGATION SYSTEMS
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABLIZED, REMOVE
DEVICE ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCHR
� > CO .
UMITS OF DEMOLITION AS SHOWN ON PLAN.
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
INFORMATION*"
OR ASSE. CALL 343-3910 FOR INFORMATION.
�,_ c� a
ADJOINING AREAS AND STABILIZE PROPERLY.
ADJOINING
LOCATION OF ALL EXISTING U71UTIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
-
cC Z C'i
ARE ONLY APPROXIMATE. - THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
7. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
, �
`n
DEMOLITION NOTES
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL- ACCRUE TO THE CONTRACTOR
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
Z
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
STABILIZATION NOTES
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS' OR FROMDELAYDUE TO�BLL
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL E R
8. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD MANUAL ON UNIFORM
(
� � �
v
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
1ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
.
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROUNA ONE CALL"
TRAFFIC CONTROL DEVICES).
� Q Z
2 CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF L?EMOLIITON
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
TR
9. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
� CC w
1:F 0)-a
REQUIRED. ALL .DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
0
W --
11. ALL PERMITS RELATIVE
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
>
3. DEMOLITION SHALL INCLUDE BUT 1S NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
i2 APPLICABLE STATECOUNTY AND LOCAL CODES.
10. MECHANICAL EQUIPMENT & ALL TRASH RECEPTACLES SHALL
0
L
STRUCTURES, ABANDONED UTILITIES. BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
'
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING
c
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
Seeding Mixture
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
FOR LOCATION
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
SPECIES RATE (LB/ACRE)
11. THE CONTRACTOR IS RESPONSIBLE THE
AS SHOWN ON THESE PLANS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
AND PROTECTION OF EXISTING UTILITIES DURING
CENTIPEDE GRASS 10-20
OF CURB UNLESS OTHERWISE NOTED.
CONSTRUCTION. CALL UJ..00C AT 1-8D0-632-4949.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
Seeding Dates
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
CALL BELLSOUTH ® 1-910-392-8712
z
CONTRACTORS ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
MARCH - JUNE
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
12 CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
_j
SEWER WATER AND STORM SEWER UTILITIES THAT SERVICE
5. ELECTRIC, TELEPHONE, SANITARYSoiF
Amendments
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
REPLACEMENTS COT ANY AY B UTILITIES, GARB & RUTTIER.
PAVEMENT, ET THAT MAY BE DAMAGED DURING
Q
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB jACRE
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
CJ
CONTRACTOR.
10-10-10 FERTILIZER.
17. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
Mulch
TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
13. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
p
0=
DO NOT MULCH.
18. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN
EXISTING PATTERNS.
FLOW TO EXISTING DRAINAGE PATTERNS.
0G
z
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
W
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
Maintenance
TRAFFIC CONTROL DEVICES) STANDARDS.
w
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
O
z
RESPECTIVE COMPANIES.
U
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
GENERAL UTILITY NOTES
®-°-
Q U
DEMOLISHED.
STEM PCRARY SEEDING -LATE WINTER EA LY SPRIG
1. ALL STORM SEWERS SHAD_ BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
X
BE STRICT LOCAL, STATE AND FEDERAL
N
Ld
10. ALL DEMOLITION WORK SHALL DONE IN ACCORDANCE WITH
IN THE PROJECT SPECIFICATIONS.
0
REGULATIONS AS WELL AS OSHA REGULATIONS.
Seeding Mixture
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
2 BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
V / z
<
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
<
ry
TEST PITS BY HAND.
WINTER AND EARLY SPRING
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
(n
LetJ
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C--76, UNLESS
SPECIES.RA_TE_( /,_ACRE)
INDICATED OTHERWISE ON PLANS.
®
� Z
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
®
Q
,--
LU
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
Ct
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
/n
J > _
BEYOND JUNE.
SUMMER
0
z
SPECIES RATE (LB1ACRE)
(-
GERMAN MILLET 40
O
FALL
z
SPE IE t iRI (LBZACRE)
RYE (GRAIN) 120
--�
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
Job No. 204406
Drawn BY: JEW
Checked By: ' MNH
Date: 12/21 /2005
Scale: N/A
Revisions:
Sheet:
2*U

N/F
COASTAL COMMUNITY
VINEYARD
M.B. 36/41
WATERS OF THE
UNITED STATES
0.05 AC.±
. .�/� .V w w w w w w W w w w w w w w
/ w w w w w w w w w w w w w w w
s'
278 .7,
Xz
z 14 -_
•
.
N/F '
SOUTH COLLEGE
AS OCIATE STORM
D.B. 1718-303 WATER
MANAREAAGEMENT
63 64
65 66
DUMPSTER
AREA
67
41 41 41
R5'
41
rp
41 R5
90,
+ w w w w w w w w w 8
41
5 25'
R2
41 62 10
61
WETCANCS PAS�It/E, 60
35
AREA* 59
2.14 AG.±
R5'
R
2
36 37
R 38
;t44.gQ'
R.
Z= zz zzz 5 C C.
5! SIDEWALK
RO
N/F
_n 449ADOW
AGE, LTD. -P"RSHP.
2315-422
DEVELOPMENT DATA:
TOTAL TRACT AREA - 10.02 AC.
BUILDING COVERAGE 54,400 S.F. 12.5%
MINUS CLASS IV SOILS - -0- BUILDING HEIGHT - TWO-STORY / MAX. 25'
(NOT M3PUCMW BUILDING AREA
MINUS NATURAL WATER FEATURES - -0- 45 - 3 BR UNITS 0 1360 S.F.
(NOT AMCAME) 37 - 2 BR UNITS 0 1216 S.F. 4�
TOTAL DEVELOPMENT AREA - 10.02 AC.± TOTAL - 106,048 S.F.
S/ `'�'"�.•�. `�. -° � .� s '�� `�.
HIGH -DENSITY RESIDENTIAL DENSITY - 10.02 AC. PARKING - 0 2 SP./UNIT = 164 SPACES REQD.
0 10.2 UNITS/AC. (R-15) = ** 182 SPACES PROV'D. "77
TOTAL UNITS PERMITTED - 102 ff
82 UNITS PROPOSED IMPERVIOUS SURFACES:
ROOFTOPS - 54,400 S.F.
IMPROVED RECREATIONAL LANDS - 15% X 10.02 AC. 11
65,470 S.F. PARKING LOT - 71,268 WALKS - 14,916 S.F. S.F. '17
AREA PROVD. - 99,406 S.F. ACCESS DRIVE- 13,432 S.F.
TOTAL - 154,016 S.F. (35.37.) A?
64.7% OPEN SPACE **
GENERAL NOTES:
TRAFFIC IMPACT STATEMENT:
THE PROJECT WILL BE ACCESSED FROM SOUTH COLLEGE ROAD (N.C.
HWY. 132), A PUBLIC R/W, AT A MEDIAN BREAK.
ES11MATED TRIP GENERATION HAS BEEN COMPUTED FROM THE ITE
TRIP GENERATION MANUALS (6TH EDITION). LAND USE: 230
RESIDENTIAL TOWNHOUSE / 82 UNITS
AVM RATE TOTAL TWS
WEEKDAY AVG. 5.86 = 480.5
A.M. PEAK - 0.44 = 36.1
P.M. PEAK - 0.54 = 44.3
SATURDAY AVG. 5.67 464.9
SUNDAY AVG. - 4.84 = 396.9
1. NEW HANOVER COUNTY PARCEL NO.:
3134(06) - 48 8849
3134(06) - 48 8711
3134(06) - 48 3944
2. TOTAL TRACT AREA: 10.02 AC.±
3. EXISTING ZONING DISTRICT. R-15 &
(CD)B-2
4. LAND CLASSIFICATION: DEVELOPED
5. THIS PROPERTY IS NOT WITHIN A
SPECIAL FLOOD ZONE AS
DETERMINED BY THE FEMA MAPS.
N/F
COASTAL COMMUNITY
VINEYARD
M.B. 36/41
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE
WITH THE NEW HANOVER COUNTY ZONING
ORDINANCE & SUBDIVISION REGULATIONS.
2. A HOMEOWNERS' ASSOCIATION WILL BE
ESTABLISHED. ALL COMMON AREAS, UTILITIES
AND ROADWAYS WILL BE THE RESPONSIBILITY OF,
AND MAINTAINED BY THE ASSOCIATION.
3. WATER SERVICE TO BE CONNECTED TO THE CITY
OF WILMINGTON PUBLIC SYSTEM.
4. SANITARY SEWER SERVICE TO BE CONNECTED TO
THE NEW HANOVER COUNTY PUBLIC SYSTEM.
5. STORMWATER MANAGEMENT DESIGN TO MEET
BOTH STATE AND COUNTY REGULAITONS.
6. ALL UTILITY SERVICES, SUCH AS ELECTRIC
POWER, CAN, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
7/ f ALL SITE LIGHTING SHALL BE LOCATED AND
INSTALLED SO AS NOT TO SHINE DIRECTLY ONTO
ADJACENT RESIDENTIAL PREMISES.
8. MECHANICAL EQUIPMENT & TRASH RECEPTACLES
WILL BE SCREENED BY AN OPAQUE FENCE.
9. STREET NAMES TO BE ASSIGNED FOR UNIT
ADDRESSING WITH APPROVAL BY COUNTY.
10'
10'
o
6'
16-
F
-16,
10,
L6p
16q
1360 S.F. 11216 S.F. 11360 S.F.
Q7-77-T 4
4
TYPICAL UNIT
SCALE: 1`20'
W
0
W00
> pq to
> It 0 eq
g)o to
0 C4 to
C-4 E
®10
Ch r-
LL
x
>
170
Z
L
z >
0)
4, Z r-:5
_j -C 04
Vj _r im
L. 0 ED 0*
A
LL U) 0 C-1
WW 0)
z
F- -
Z
1
Seal
A
z SEAL
0
313
Zz
cc)
(10
U CN
Cz C'!
E 'Ir
R5
0& � U5V
�v
N? 9
.90'
f�?Op, 10
21
20 19 11
R a
18 12
19
.0,
17 14. DUMPSTER
13 00
15 14 AREA
OPEN • . i J J cr i
SPACE W/
51
50 C?
/*
53 2 CV
5A r. R
56 c*n*
.0 Ise#
9.0, RV
DUMPSTER w w w w w w w w w w w w w w w w w 0
AREA w w w w w w w 4WER-ANOS w PAS%VE w w w w to J J I W
RV RECREATIOW * p
0
*AREA + X
1.6 Ae.± * CL
+
1 J 2 5 AN
I I DWG
PROJ
Do WS 40 120 1 1 80
scJ4 LE: 1-=40'
t > �0r_ N
Lu
(V
U
< Z
CL
uj
0
ej
0
z
_j
0
Of
0
X
I
CE
0
z
z
5
0
< 0
z
m
<
Li
8
z
CL
<
m
Lu
0 3:
Ld
-
Z
<
0
z
O
0
F_
0
z
Job No. 204406
Drawn By: JEW
Checked By: MNH
Date: 12/21/2005
Scale: 1
Revisions:
Sheet:

7 i
N/F DESIGNER'S PLAN CERTIFICATION xL I.'�y J { { J {! J � ' J
COASTAL COMMUNITY J J J { 1 J
t VINEYARD
The following designer's plan certification shall be shown on each plan drawing sheet:
VERTICAL CLAY BARRIER M.B. 36/41
TERS OF THE w �
BOTTOMW ELEV.=17.04 w ��W �``'� Designer's Plan Certification:
LIMITS OF U141TE0 STATES TOP ELEV.=28.00 _w: .►• w w w w w
DISTURBANCE, 0.0�AC.t MIN WIDTH=12 inches / �. w w w �• w v w w w w w w w w. "I hereby certify that this plan has been prepared in accordance with the latest New
TYP. r - LENGTH=335 feet �. ,� w w .� w w w w w .� w w w Hanover County Ordinances and Storm Water Design Manual."
BARRIER MATERIAL TO BE
SILT ;/ /! `'-= MINIMUM 30% CLAY OR w ,� ,� 1 / Signature:
PROTECTION i !.l % r x -` FFR Printed Name and Title:
FENCE, TYP. /
I! -. _� Date:
TREE Registration Number: SEAL
1
PROTECTION
3.76
FENCE, / ( / . '8 `� OWNER'S CERTIFICATION
SEE DETAIL : � / s ap � i �' ` �''' .39 w w w w w w w� J
ON SHEET p 2'�`,. �' "' �' '� '� '� �' The following owner's pl certification shall be shown on each plan drawing sheet:
11.0 N/F
COASTAL COMMUNITY Property OwnerCe cation:
VINEYARD /
N/F S I �/ 28 ` - _-`'._.. '� `� �' �' ; M.B. 36 /41 "I (We) hereby certify that I (we) am (are) the current owner of the property and that
SOUTH COLLEGE 26 zB.J `` ""`�, w upon receipt of "A thorization-7 o-Construct any clearing grading, construction or
development, wi a performed in accordance with this plan and that the applicable
.�
ASSOCIATES `U /`4' --' l9 ' `� 49 F.E.S. x 23.84 County, ordinances and es of New Hanover the State of North Carolina and Federal
.� �
D.B. 1718-303 % w �� \ �. IN V.23.39 Government d its agencies which are hereby made part of this plan. As the ovdner,
23.54 DITCH PLUG, LIMITS OF (we) accept l responsibility for the construction and operation and maintenance of the
j w w w .`. w w � w . � �` x 27.58 / � -.- -�. �
S X �' SEE SHEET 12.0 DISTURBANCE, proposed facilities. I (We) will not attempt to transfer any of this responsibility without the
Jj e / 5 4.�v 26.50 ,` _EOR DETAIL 3.57 TYP. written authorization of New Hanover County."
J . 6 w v v .v v y
w w w x w w w w w w 80 SILT { Si
�• w w w w w w w w 28.21 RIIyETPROTECTION { mee and Title:ji�
x w w w w aP w I xS3 o RiP-RAP } �. x
? 2&26
' J W •a. w W w w w w w w w\ • .:j: ! x 26 k x 26 87 '` / bpi
LLJ
x 27.70 J i 0
1 3
{ � / � 2 . z23o.45x 30.�1 �.'
00
00
1 Ji IJ _ Il II l� I C) 0
�N�
7r6 6y it _ ® f
0.59"34.871 31.
8.18{ •
28.42 1 x .86 I
9,25 i W Q U
�' �.
Cov
Z
x2967 I z�
25.101 4 30.01 I J .0 C4
11/l t j l 30-30 x 30.77 131A1 n- C
_ ��(ti �
1J J t j 0.08
i t J 1 per,
Uj J J/ W
i i l J J W
A 1•10.5.7 ! 29 '30. 0 :1 z
JJ / / 30.9$
d ! t7
1 � 1 z
c� f ( t
{ t t x x w ` ) �v .v v. v. W w ` x1 / / II /(/ 4 - ._ - ` c - - ` - -- - _ � �`� -�V O� �� 52 ! N/F l J � J Jl � i 1 W
j J w w w w v1i w v. wx w w �' w w w w w w 36
w I ��x 27.07 ` `.�e' / COASTAL COMMUNITY J z 30-- (f l(
J w whrov \ 1 8. J I t 3t�3 ., ``, 1 .78 .33 { J J J f 30. 8
J.�J w w w W w w w w �•\ w w w w w w .�. i / +c x 27.09 S 9_� x 28.46 VINEYARD �� { { i J J 30.99
i 9 a D.B. 1607-661 { J
t t t w w x .�. w w w w x w .y - w w w w �� .--�- �; -: - � .47
! { ::. •t... / ( Fp x 3 x / I ! ; J l J f J Seal
(y� 1 w w w .`. � .a. w w w w 'Sv � '°' .�. .t� � e, (/ a, � � 28.05 I i {� ,
I/ III J J v, .c, v, .y .s. v w w y, w w w wX w w w w w2. S. 1 x x 27.48 x X E7. ( ` /8.55 r�
27�f
! IZ J x x r ... / �` x 2�
J 1 .�, w w w x w w .y w .y w w .`. w X w w• j 5 x 28.35 j x 28.12
f J ! J -., .v w .v .v •v w v v. .r w
`�-2§.89�i
/ w w w w w w w w w .�• w w w w /- --� x 28.47 I d, �.
x 2 x 27.&c427. 5 J1 SEAL
_ 2. { J ti
pq
�X v w w \ jlj 4 / FF �\ / `� \` 1 f J Cf6`rt 0.33 0. 6 ' 0 3# 3# 5
-� I `� 7 ( / `/' 30.93'
X\�\� CB x 27.st 27.62 0 28.38 ( j , �°'✓ �'� 1 NEB:
w f "" h 9 t J
..., % - G
xt23.#2 �J J �,e-7_ w lw/ wX v w w w X� w w w I ' 1 !J �,. _ `\� `\ -, x x 7. 9 7 � � { / t j, 1 J 1�'f`
`� x ?gar ::. x 27.3 t r .95 '� 30 {9w �w w tia. w \ w w w \-� w `►' x 27.3 ?8� / / _. 1 28.38 11 i t Q
\ -V_ x 7.42 ! \ x 2 0 x /
` 8.01 7.29 J
EXTEND 0 t J 1
1 w w w w W w w w w w W w .'. w �'w x q L x 2, J
j T 28.dB t i 1
11\\ w w w w .v\ w x w w Rv w 1 w w w / .` w w X % ` �� S !J I J a�` z'& '� 28 21 ��\. J EX. 24 RCP ( 1 J
41 .y .y w w .k
/ •.� /+ . \.Z` 4r7x90.36
. 30.91 y 1
x 2 •`� 1. - . • a.- •.•. -. , B ~ . \. �'. � �. � �` ` `- �` .46 '� I I
w w k w �w \ ` ` .. sc / x 2 '§>i �G `\ `• x . Y� -Ti1 832� J
x { 1±�ETLANtS %'' P X x x27.?
w w w-x 41 7
vw F _
Q �Q X x 28.39
\ l IN J J X � w w ~vt w �./ w d ` 'd� `��TI O w �\w � x x 27.20 27 3 , � `' i � � 9 ` �` � � '� �1 J�30.271i
l i I 1 w w --.Sr w w AREA* w\ x �2 •� x 7, -
l i I I x X \ ` \/ 27.24
l k \ w w w w vw�' w •v w x 2.14- AL'e. w v w WX w •� .v w x .08F:
5 "4_,
E�aO�AJt 7( w w T \,r - RY
4 4 1 J Ix `°' w w w Xw w w v w w 1 /w w w w w 7 w :: �\ .:- ! -�� x } �D 24. x 30.65 CONSTRUCTION
J 7J .v w w w �w w w x w/ wL v� w •v w X .v w x 2 . ?. j , ; ;. \ \ C `27- `` z�5 \ ENTRANCE. TO BE
s . ;:: \ q REMOVED UPON
4 E ! w w w x w w w C i 4
1 :` v. � w w w w 28 _ � .�� / � � \ '-`k.° 7 �\ k .75
w w oc�
v.�w w w vx w �. -tiy .e/ w w �� w wx w w w w22 x 27.14 ! 28dt Ar l 9. 30.07
.:, COMPLETION OF
_ 27.0? t I I t-. * / { DRIVEWAY &
w w w w w w w w w w w { xv w �` - -- 26.5 ~ .;V \ ! ! 27.14 { DRIVEWAY
- {.14
RIP -RAP, k w w w w w w w w w X w xw w w {w w w )*26.97w w w �` _ \ I /! ~ ,y 3 -1 \ { ENTRANCE
.86- x 7 18 ss \ 8 !! 3 JFF \ B i-
/ w w w w •�2��w w w w .� w w w w v w `- � `�\�
I S I w w raw w w X lrw� w w w w .►: w / x F� 27.09 I x 26. �! , t. ( IS { J J J J l V
` $a x 27. 1 I f l / a' 26 _. \ I 82 J J { 1 29.8�
� w/ , •,i _ �� - � J 121.821
I J 1
_ __ I / t
1
.� , r 2$ � -\\ '�+LL: 1 E34TE1N0�
I .....{ -. M._._. ex. 2 w .0 w �,2�31 x x w w w w � J .i 1
».�cva v 26.83w v ^ x x~27. 27/63 x 26.7 / 1 ' r J J 9
.19
100 If z
2i. -
2�. 2e�� � � ��2� w ,,�• .F J 2 If \S 1 1 0
x 27/s
7 / /N \ _ F �V ! 0` J.d6 J ( J1 1 U
x 2 / / j
`- - - -= �,�j oL �,.-.s�j°1N I, 1�t< "'• '=? ? x 2
.3 `°°' x 2s.52 • ?sa¢ ? \ j �� 9 x 2 ( 21 1 _ Xy 17.9 J J J J 29.7s� I
/ .
T z \ x / ► s0 yi x x w �`-= ,8 t�� { J 'fit J i J ! ! Z
1 / 2 J
'�6. r -.. • --,� i- / !/ j 1 J J j W1
88,y
1 i,�a22 22"W 0-�.- N!! 6s2 .lam �� 5,4 2 9 ? �•:; x / i x ?g / w w w\ w w w w w w w w + i �J {
1t x2� 0 q(' N/F 1 ,I \ J i ` 7.29 /// / \ x �6.71V,26.37w w w w w w Jt4�6`3 { / j1 } of
t t I STIc% �DOW 26.$4 . r { \ ? x 2 00 ry1 2 x z�v, 7'1 w w w w w I� t I f{ JJ t i f �•-� z z
! 8 '- - / w 26,$5 w 7 �- 5
k / }x * AGE, LTD. P RSHP. _
1 't 8 _2� 2315-422 izz;`� ` TQ x�26.61 262 ?8?�t I { 29+1P / / i{ �{ { J J U)
'e. ya \ (� t - . www� ww wwwww w �x ww 40 1
} 1 �, 262 ,� INV S3 �0 i 713 / FF x 6.51 CL
l t SgJr �,, �¢ •.,� { w X w x w w w '� J t 1 J J J i ! W
TO �R T j/ - `r '`� L? / \ ,�? !r 6 �?
�. `� -.� �° `�2 3 / \ J w w Xw .v ` X w w w w w I { J ; z z
�`�' w w w w w w w w J J J 1 .. q
f 17.916.99 \ xw� w w w w w w �� {; Ej J J J f W r
STORM SEWER COMPUTATIONS
STRUCTURE
(FROM)
STRUCTURE
(TO)
LENGTH
(FT.)
DIAMETER
(IN.)
TYPE OF PIPE
SLOPE
(7.)
INV El EVUP
(FT.)
INV ELEVDOWN
(FT.)
RIM UP
(FT.)
BOTTOM
(FT.)
2
1
68
36
HDPE
0.31
22.21
22.00
28.00
3
2
99
36
HDPE
0.30
22.51
22.21
27.80
4
3
ill
30
HDPE
0.30
22.84
22.51
27.50
5
4
140
30
HDPE
0.30
22.26
22.84
27.50
6
5
47
24
HDPE
0.30
23.40
22.26
27.50
7
6
119
18
HDPE
0.30
23.76
23.40
28.00
8
7
98
18
HDPE
0.30
24.05
23.76
28.00
9
8
75
15
HDPE
0.31
24.28
24.05
28.00
10
9
66
15
HDPE
0.30
24.48
24.28
28.30
11
3
112
30
HDPE
0.30
22.85
22.51
28.00
12
11
112
24
HDPE
0.30
23.19
22.85
27.50
13
12
125
24
HDPE
0.30
23.57
23.19
27.70
14
13
100
18
HDPE
0.30
23.87
23.57
27.70
15
14
70
18
HDPE
0.30
24.08
23.87
28.00
16
15
100
15
HDPE
0.30
24.38
24.08
28.00
17
16
44
15
HDPE
0.34
24.53
24.38
28.00
18
11
64
24
HDPE
0.30
23.60
23.41
27.80
19
18
92
18
HDPE
0.30
23.88
23.60
27.70
20
19
92
18
HDPE
0.30
24.16
23.88
27.70
21
20
131
15
HDPE
0.30
24.55
24.16
28.0-0
22
6
36
15
HDPE
0.31
23.37
23.26
28.40
23
8
23
15
HDPE
0.30 "
24.12
24.05
28.30
24
23
50
15
HDPE
0.30
24.27
24.12
28.00
25
15
36
15
HDPE
1.41
24.95
24.45
28.40
26
27
30
24
HDPE
3.33
23.50
22.50
25.50
29
28
227
18
HDPE
0.30
23.15
22.47
27.80
30
29
192
15
HDPE
0.30
23.72
23.15
28.00
31
30
37
15
HDPE
0.30
23.83
23.72
27.50
32
31
30
15
HDPE
0.30
23.92
1 23.83
1 27.20
> Xw w w w w w wPox\
w xw •r w 1� J J J t fY o Q
x 26.70 ` \ � �' w w w w w _ -w �� J{ i J 29.68 Q z
� �• \ ._ -� -- rye' w w - :v`w w w Xxw '"w � � j j { �--�
LIMITS OFT \ ``� 86 ryQ"?' w kv w w w/ w w w w x l w // w v. o 24
R ANCE � \� x \ w w w/ w-PLANOS PA �\ f w / J , Q a-
DISTU B , .ti 5s
TYP. / �� x w w w w w w •v v. EAR ONy '� '�'-G o �l(/ J t W � �C
URrA 0- z
ti
w v W
X �� 1.� AC.t ��j I 1 J ; 29.72 O
SILT ! w w w w w w w w w w w w w w( w .v i� l ! J D- 0
PROTECTION `` �� w w w w w w w w w w w w .v ia�� -w w 1 / { J J i
��. x t
FENCE TYP.\ x x hr x 25.29 w `�a` w 1 I3. 9 J J i z
�'' 7.03 ~ `' x '� w w w w w w w w w w ,� �.: �, { O
x --�
x 20.38
J
11,` J. 29.47
\'
2736., :\ `\ \ \ \� _ *_ J. w w w w w w w `�
w w jI J jl { f
21' 4.41 r( {r 1 1 /
xx
�. � , ` `, .,. �, , # .� .� �. w w �! J ; � 1, J � { �# ET
C,q T ~ x w w/ w w w { / J J 29,32
'1 w w c P� P R�P
®l � 7 4 2$.43 IROJ #
WS S l
SI 4 / 4fl 20 I o 40 80
SOLE: 1 '=4fl'
'0 1 j
* BOTTOM = 1 FOOT BELOW INVERT OF PIPE .TO PREVENT SEDIMENT CLOGGING.
job No. 204406
Drawn By: JEW
Checked By: MNH
Date: 12/21 /2005
Scale:
Revisions:
Sheet:
79V

r
r
f
' 2WATERS OF THE
LIMITS OF UN TED STATES
DISTURBANCE, 2 0.01B a_AQt
SILT
PROTECTION /• , , /`�; •.'�`�.�a_ `
FENCE, TYP. ✓,�, ' roe �
/
• /art
x/ J iIi
N/F
SOUTH COLLEGE
i ' i 00
J r* J �-cjoN
04
r
'7�� ' // 1 '� L3 ) 0`
r t i `' i I i "' V) C: U
x P60.39x 30.8( x }�1.0 (n •O _
0
9.86 , ; f >_ 0 X N
QU®>
At I Z N c- U_
/ ! ' 6 Z > 0 i
3 ' t O (�
i- \x29/. i i Q sn'Zr-:
g• 0.01 Cy '
�
r+ 1
30.30130.77 a 3 i.01 � p
t0
t•7 i , a® W w ��wY/ WW W ®Wr W W w ®\. �`►•22 . �'�`_ ^'zl ..,` ri J r f
'rl F.E.S. x 23.84
F 'i ASSOCIATES LL (0 r
�}•.. �
tC\7
D.B. 1718-303 INV.23.39 .08 W W'
x 27.58, I ` DRAINAGE AREA
f•f(:'r W W W w W w W W W lqk , `�.�„ ~ '`- / , 1 1 t,,, 1 k!J �
r , ' •�O 5 ®, q , _� 340,940 S.F. t x:1
+ % w W w W w W W .y W '•� •. �•. 1X 26.5d ♦ ` - _ x.57 5. !
r, •. .. , a 1 , r r t r 30.70 1
� �``_ `� • 3AC. � �` x !1 1 ''! t ! �l X � �.29� x 3 � 98 r Z
, ` �.q _ ` , "'�`80 27 7.85 t / , jjj Clry r
' , 1
28.21 i l'�., r x 27. 6 x 29.37 i
'� ' i•d�j i W W W W W W W W W W W W W rs' ®'� _ r p`^__ G x 28.26 i i i{ i� i� r j ~�` ► Z
.•f• , "�`,...�$'~-_~,� ,fix-23.:73 o RIP -RAP / X 2r� �5 � 1 , ! , 1 j !
_ 2T 98
1 w W W w W W W W w w W W w R•-!�W W; ® j /� ;_ .~ x 26. "! ®x 2q 87 ~. w�'-o1` ` ! t 1 1+ r ( r W
ter► b1 jy` ,� ♦ x 2t2 N�
w w w W W w W W W W w , X `,ti =� dR3 , 1 !
�,' �"; , / r -<_%." 2 35 COASTAL COMMUNITY r i r ; I , ! 29. 30.25 ,
i W w w W w W w W w w W W ; W \\ w W W W W W W ® x 28. i /!' y��,1 `�'� .,,a►, J 1� .1 .78 ""2�g3 a i M x 30.68 x 30.199 1
'i+F`i ii W v� W w w W w w ,, ,` f � "tee , x 27.09 _ i/ \ 28.33 x 28.46 VINEYARD r r !! r t ;
T% / �/' - ''�' `�'* t 2 x 2747 D.B. 1607-661
! _
/ +�! t+ w W W w W W W W w w W W w w w w W w W W �� ~~ / r a rQ .`
`�; w W W W W W w W W W W w W W W W w W W v:� .' •-�''.'`...: ! {1 ,rx. / , 3 xwL 6 / tr I Seal
28.05 r; i i/ I r I t
airy iir.�i i+ w w w W W w W W w w W W W W w w W W w W 1 r , �. r r 1 ,� t r \®
_7.48 3 \'� ` 28.55 r 1 r ! f ' i �\
! , : J `fir• ` x 1 x 27.8 28.E w x\� x 28.12 ! t 1 �� �� •� �%
/� o r+ !:....: f 27.96. 27.:1 `��7.35 i r 1
/ t 11; w W W W W w W w w W W W W W W W w W W w �'
'Z ,I r C,, o ':'. f. ♦`•. S`\ n \ 28.35 , r r ,1 I { 1 Z • 9
x 28.69 x 7
/ �i 11/w w `\ W W W w W W W w W w w W W W W W w w w- +f ! t! i• , \ / i `-_ _
61227.05 1 28.4 r j 1
_ Q343 5 . i 1 � W W \\w W W W W W W -_� w W W w W W W W W w n i` a , \�! , .;;•,) •- 4/ / \\\ x 27: ,t/'� __ _\ ` ~` �= xxt x'-''•""r'8..1' 6+ + x 2� i�i).3 � j r i •..
, !!!"` �. 4$ ♦ ! JQ ! P 0.76 r r •• �`'•
/ i \ ' \ W W W w W w W w W W -�1� t �/ : �• : , `\ // _~� x 64 t I t x
_ r r r 30,�3 j i� • NGIN�
li•' 1 W W W \ W w w W W W, W a� 2
\ � •' f O,, i , .:•• . � , ' ' .. ' •'��`�� `�� X ` ,� x 28.38 , r r , t ri , � /C'si . •
� 7. �2" •► ' / '9 \
x,23"12r f (( , \ I ; ` I - �� t _ . i , , �• ��.~ \� x x 27. Y S • \
W W w •r w tw w W W w W W w w W\ w w =... ' is \�� ~~ ♦ 1! r / t 1
\ � { / \ \\ •.,.. ,:•:r• t : •:. / x 27. , t � .✓ , - _\ ~ ~~� ~~r .. � 28.30 i l r 1 ! t 1 x�� (8�59 .. j
t it !' ! � �-~ W W W ��• W W \k~_ W-_ W ...-^W -_ W W W w w w W ~Vr \ w W t,< ' � '•%<, �' x 7.42 t 't \ �' ~~~ /, i x 2�.�90 ` x + t
h r t/ r i / /` \ `'`� ~~�~ ` �• 28.38 r ( r. I t 1 r � t J
7.3 j
ti 1 `t % ;f i'`7'' `\\ w W w w ``w� W •Y W W W W \\ � W w W W w W `•Y\ii W •': ,•' 2 \\``•.:., � � � / �n �� - � :�+s\.. ?• t• � %' / % / � / :J � \ �.~� ~~`� �l $ \ 1 �2�` x 28.44
' J
r r f r \ 1 •, , , 28 a :, ' / �j i i ��~ Vq % x 27�'� ~� 2`` `` 281bd I , I` ` l MITS �OF
t , W\ W w W W w� W W w w W W! W w W w W„ W W W/' , , t n "�' / / , , , \ ~ _~ ``~ 28 + + 1
+ , a �c ♦ ti '� a, t • / / � • % % �� t \\ � �~� •-y%. - ��\\ `�~~` `1�` ` r : i / 1
i t i j •� .r �• w w w w w W w w w w w w W w w/ w\ w ;+ r ' ♦� a ` `"' - 1 �� 284. x 7 .36 30.70 j ,
x 27.35 ,% S. ` / l • t-�.. ~� � ` ~ '� x.,2 .2 � r 1 , ISTU BAtiCE
`
' t , / i. \` , \ ..j• \r \ ` ^.,� 'i ~ ~ \•��~ x28.Z�`''..
j j l;! (yJ`\ w W w w W Y; W W
,i t i t t t t{�t11 IIIi14{ , It 1 I !tI�,I tt t t '{ :t }�{ ;,r�i;t �i '' 1,, l 1f, �k�t1Y !+++, It1 r; , j WrWW1 wWWw`/r� ,��/�wW \\ \i \ww_Ww` wWW WWWw WWW wwWW `�wW WWw WwW __Www_ WW /WWWr !tt wWW WW WWw Ww .Wv WW W w W W wW w WW \ \wW \,WW� \�wYj tWW\i, Wl t )�V•.\wW • • /W w 'iW\ W w W.W W �W�'rW W ,.QI. _ •' '•; d' a ,� ea � '_-~`~ _ �-` ' � z~ i\�'i; .. �_�_ ; ` 1_ \ \ ~:• �`n�` ��_'��.,._. , :,_ ��`._.•,► `) .. -•_ - 2 ,t� tI.t /..• t./ .. / / �'•! a l ''\ � ''• • .•►. . w- �..." X2~.6_'~ `3~�~~� 9.~x 27.,,�__• \`~ 1` �t \\/~ {\
.�46
_~�„~��'� •_••x.\. 2�8x .2285.2... irt ,
lcrj rj tiic %, iI rr 1
IL.T t
i rr VNLITS �SSE
ATWO FEN 1 P.
;k tQRt30.27 ►x 27.3AR+W 27.2
ftyTS •-� Ztd`�0
Z.#AAQf v
1TEMPO ARY cO\`aq.85 CONTSTUCTIO . 4
t�l
I1 i , t /! .• .. . ::• t _,\ `ten .,'..� .%x y\ x
NTRANCE. TO BE I~) Z h
' 1 1! ;� ( Zt V•' W W W W W w W W W W W W W i\W i i W Y W W w 27.fO `Yx `!' W 7 _� _ / . ~~ ~•.` ` 24. \ 30.6
l~; / .� ; \ n,_- -- X .s •\~ �- �` REMOVED UPON "' ci
'• iG�. ` - -�~ �♦ i \ \~ - ` ` S,
`I` � ' -w" ` W W w W W W W �` '�Y', W W. j W ' _ � W W W a ` ` n �`�► � Cu
COMPLETION OF �-
't`� 1. �1 W w W W W W W w •V W _� w w -- ,w� w w ,�• W oD.~ w w W W w W 1 ;V+I W W W W W W W W W W �V W 7� W W W 1r Y W W k--- i� ___ _~`W W ii / /` / ` t /i , ' 27.14 i' ~~ \��n• �, -- \`\` / �•:`- , • c I'' , ,`�• •i�i y { , 1t t, , DRIVEWAY &5 N
¢ Z j
. 0°4 S�x 27.14 QODRIVEWAY ENTRANCE
x27.07 03
r
RIP -RAP, W w w W w W W w W W W W ti W W w �w W W W „i26.9
\\ i \\ � ..•x 7.4 § / i ; : �', 1, \\\l ~.. '\ n.•, , ~~\ r � • �t ..~� ! � ;• / ' � Ir i 1 � n ' ; + �
�' �b w w W w W w W w W W\ W W W �Y W W W w w w i � `j•�
n
•C, ' % � ® 5 `. { x + .88�� '` \ ` 8 ' ' , / �j2�.9 , •� \ ' ^ �� i . 8 : • ' ' l I� i i ' 1 i �
G'T' / ► 6 � W W w W w W W w W W W w W \ •.� \ , t / .a '• .:. � \ �...' !
W �3• 2, \ ''� 1 . ¢ /X 2 3 I „ t / i\ :.. x . ,� •:•o i 1 :f�q o 1 % j,It i (� a`)
\W W -:t� 1, w w w W W w 1' `� 27.09 i x 26. ` V
W� -,��2� $� ' •.f,` �2 W W W 'w ! W \l�Y `. W w W W � 1 � x i \\ _ �' . `' �♦ / / �.� /,,, '.!• c ' r i29:ff) 0
� .• \ ;.; n �'� •2y 26.85__�,
i r
_ _ _
� ! ^__,_-_n_____-^____-_n_eX 8" pV W ��iY \ •W`� w K2� �� i •: ry :.� ..
�s C W, / \\ ��` g `- x 26.8 jar t l' r J
-- � = =� •..,.,e.,�,. two �y \\ W X W w W w W i x 19 x 27. 0 :.. 2i'.63 / , (N` .`i x 26. �; / 2`\ i 2 .5 t J 9 1 a+ 1 ` + i i r r . Z
,,,•... ..,. ...".,"u•� \ 2 .,.�-. •�,,W W w W 1 / , •fi•'IP• \ t x � J 1 r
��a - • ` ,,, �'/t a PRO
2 FENC
X 26 ♦,♦ 9 ••t„• ' is•••• • /' ' x 2Z/6 / ` / ` ' i \i .:, + i ' ' ' i j i I i (�
\� .Q ♦♦"ro °_~ i �. '\ `-• •; 1 x Q ,� / j J/ , / i ®� ! •' \\ t. \ ft�.+
� _='ram � ..u„i-••-.�` � `` �., �# +. •c � 6 \` 1 !. ' x .52+ / t h / / { ...'• ` ^•� (' 1 , 1 ) ( j 1 r
2 6 x
�oAGj® C�,`•� �,�o q 3 2 X�` t 1 .,` y •` / 2 t/ t ,b� 7 2�. _
_ X {•0� .2 j/ /��♦o q _\ { :`�.�� F �i / i 2 x 2 - ., ' i 1 l , r 1 f 1 J t t
iff
- 2_ ♦ !/ &jN ♦ �. �`�, /. /: / , '+ �`� 9 x 2 �1 17.� ! j + ; t , # 29.76 r
~~1 , _ r '` `�++ x a $ `► ,� :••: f/ 1 ` t ' ~~: ! t 1 1-_ _ r ! C
t i� 63 -!`1\ _ / / I ' a + t ! t I z
C��� ` X - �o / x `_x i t t//t t x 7 i\ Z
T� TCy ��\♦18 :. W W
` 2/ A Sq . 1 •,026.9 a r t ! r 1 t t I
' LIMITS OF X I 1510 rk2 Yj_2 22 3 h 9 /1V(, 2() 52 S`\ ``\ ♦ q _ r I �'•, . 1 x 4 $ W V+ W W W W W r W W W rt 1/
�L CL
7.x �, • •�• �,♦ + / .:.. . x 6.71 x 26.37 t , } J L.i
t � t~ � y�� � ♦y� r i . t x 7.2 � r . \ t + • ���3 t , ) ! t
t DISTURBANCE, ♦�,, �,�,� ., i r �.� `r ;�, / r i .6i� W � W W W W w W W W 1 a< ,t ! + j
` y� + /is ♦. N F �. ♦ 1 t . 1 t �c 2 60 1 ( 1 1 + , t ► ' yu�
t i `i ' / f/ oo~�a / \` ~ \� j x y`/ t' " ! i i /.y . i.2f� 2b.1. x +~\ W W W W W W W 1 7 it 1 ' r r r I ry Z .tea
(rl . ,l S1iCC �►DOW �� ' �c y ___ _ 16�'75;?7.,1 r t r--
t / t^ ``,. _ i i %/ t 2$ F :• . x 00 , ^k\• {x 2 5 t , �I ! , 1 r
t �i t { P t ,P.,. �J�I'Wt' .�' 1-w- W W .Y ,y W �3. ter I+ + f / 29.89 l7
SILT t -- ,, *i ,/ Al t� AGE, LTD. `PR SHP. ♦♦ �, , _ t o. r, t , , # ! I
t , 1 ♦ ♦ C a x26.61 2 / , ! r 1 i t ,Vi
t PROTECTION t % 2 t/ Zoo (7 i . l ,' w ' w W 3� w W W W �Y w W W •v i �N! 1 j f I i 1 r i J r gy®
l t .2$' 6'I$ z 2�$. // �'Q��� 2315- 422 . �a�, r�'�'�`$♦b 2 2� g4 :r� x 27.1 ,/ _
FENCE TYP. X v/ 132••as ( , t r� LLJ
t >. t i y/2 -.._./ `♦♦ `'♦`�` lNV •��53 �• �9 + .` 3 `ham -y ' ••y -- x 6.51. •a �/ 1 f i l r r I j W
tt r .Sj,� /T 26.`1F1/ ,%�n `•�o,� ♦♦ ;`� V 2'�•,,a @ qh1 i ' ,, • ••• Q 6.9
tt tt X�2i/t f�1 1/l,�/t/,tJ Tp�p� /g6qR18� AjAQY'y� 'i , �+./`/ ~^~``` i/T/ 4/,,�``` ate�w�`�� 4)�� ♦e• ao0 40 w, i 2\i i t •
/!/ If
2 6Z.ir Q
ro ` ~^ t -. ���, i3 \ r -- , W w W W W w w w W �• w w w ,' ,, r t! I t t !CE
` >// d o� Itt .o•oa \♦@o .� ~�\ �~\ -�' `.�x y \ ( * c w W W W W w W W �Y--^ �i ~` w _ W W W W w t1Jil ►-,, i ; tt t ;t 1! ,t ti i r ii tt r Jr I ' ij ! 1%Ni q2,7.01 W W W
LAJ
W QI�
x 26.70 `\�`~ \\ rw 29.68 _j Z
ilk ��t /� ♦�� �`♦♦ �` �\ --v �Yw W W w W w `•�- V+--~ W W W W`\ W * w % W w r!'} �, + 1 ( t I Q. LuL.Z.I
` , !j I , 5g2/� jp / ��``` /, ♦j cam\ F �� ' t �� A/ // ♦C•� �^te♦♦ t \ �'� i �� - / !f i j ! j r i 1
.�♦ x \ / Z�f:�4,
t /t�j + , r // / `�••�� rt !� ~�~ `^~ 8" � // � o♦.. � � .86 ti•d W W W W W W, W ���tW�-t� Wa.�i�cW WQ.A W�t��Wc \ , W W w�r� t� � ! ! t � J ` }
/ .p a 1�\ 6. \" •x W W W f` W riIUG 1LAI�tv.7 '+' I Y1S.71TVG'y \ ``i' !r t r , ! i r j } �(
26. g / \ � Q p� ......
// wgrFR r /�, nd�/� 55 , s.�\ �� x 58 _ `�IMII',{�Oh'� r ® ID �ij t• i : I u r ; ; r j r _
26 !! 26 Y ♦�` 2 ' `\ `.` \� w DI TUiSI3ANitE W _`- W W RECREA 9 1ONJ' W _ Y=-- Ya_�_ , 0 9 ; 1 r r t ' r W En
w W W W w W t W W W w w W W w wI 4 r J t
AREA , ft,
WW o ."*• '
,1 1 �� , M / `n~ �� 26'Lo'♦ �Z♦o x 26.77 \.2`6g i 1. l�Ci.� / i i J ; r 129.72 + I ' j
/ ^� `ss `~ ♦� `��♦ \ \ W W w w w i W w W w •i• W w W 1 w w W , t r t t Q.
rt�� ..,, �. \ `~ SILT _ 1-
t J N t '• �� ''^` !d I "�� �. �\ ��`♦ .� \ y , r ,! r r j j r r
! 1 / / 0/ / / v\ �"• • \ w W W PROTEQ LION' W w t W W w" w W W W_ w W ! s r i
/` �' �/ ! l 'r / ``��=`-1 /!P /� ~rS'~~^~\ t: >; '�`�~` �t `����.r� '~~ ~~ \ �_~ .b• W W �FEN(,:E, T�iYP. W W 'jY W W W W W W W/ 1__ V �1 r ! , ; i j j i o
i r 1! r` `'�,;, f moo~ N t 25.29 / t, ?3. 9+ ,
/1 ` `~,~ �o ~ \ W .I. w w w W w W t w w w w w w `�t W W~, , ,
t t �L� �~ ~~ iI t .`o`~ 6`$. t-----=_=-__- I' ra i r ; J 1 r t r J 0
( r' J J •� 11 ! t{( �/ �^.�� a~~ ^~� // l�l /i '�C� \� � ` ~"by. .�•CZ• \~~ ;
\ o ~` ` w �Y W W w w +w W •Y w W W
t , r E Xoti +! / \~ ! ~\ l�o:•►�� `7 24 ~ \;i •i✓� \W W W W W Wt W w W t3+ W W , W �Y W j+ / j' t ; 1 1 ( r l
( i� t 1r r 1 rj r j r J
/" ' , , • `J i \\ r `7 l'� �\ ~ ~ \e A/ /� O ���� ~ ~
t (r ,,.jJ j r ♦ r ♦ ��� / ~tt `\,.....,si ♦v `e�'� \ �D~~ W W W W ! W x 2$.38
' CSY'j � � r / tJ .•,�� /l �� oo\\ \\.► . - "Z� •. \. r
t �X� ! _
{ + t 1 � / o. .� `••~ `. �• W W / w W W W vc \ W W t w V^--, W tat 1' 1 r
I 4-�; 29.47 r ;
u h ®! � o� `�C27•� `~ \�� �~_3--'`W W W w W W W W t+V W W li ! ': ' , I I ,
� L - - ... \ � 1! ♦ �. � �� ~ O . \ o ~ � i 1
{ a` ♦♦mow♦, ~ ~s�;e�,1��,�\ \`��� `~~`~\ '� '4. 1
+ !` 't-•-�'� ' ! t ®♦�� /t it ` vo. o Q,\ , jar
rr \ t ` i , ♦♦`� !/ ♦ 4%1
/r w
t j � r � I t tt � t 1�'`.•-.-t_ `-n_...♦� �o ~.�` ~~~ '�!, , �11 j , I ! t i r i
t rr ) ( `!`t J t t .' / tr;`,„���x � `'h'�:-.. `` -n__` _ ,`�\ ``�♦ \`~ `�` \l�ic.. / 1, t �. � � F ! , ! 1 , � r.
C',q :` ~.` ~~~~ i , x W ®`�%' �Y W W �a !j ; 29;32 ; r
TO /Y ~
B"' MV \� ® W w ! ��'rlPr-RaP y
`1J f �_ PVC WAR �0��\ t19 ♦` -- ri44 r '/ 28.84
t !► t ss j--- t 1� t/ / l _rs _'^`- a o. Q o _----------- ' '
r -1i------< VE �e \ V •x 88 _ -
T/L
�/% w%`c.2�`.3.1,_^-...s2,Ci4.e...�.. �Z. ' 64 28.43 r j
r I J / �q � � ._.. rya - �' ± �
I t j •t p J
{ • • -� • . J r . r ji t / , _ _u,` _=r` �--`:a`.,"n• .•. '- ' \ �' /[ ;.'•,.i.'.--`.� 40 20 i 0 i 4� 80
tom♦
gCALE:f 1 "=40' 1
tl- - _ -•. ! _ rr
-- x 27.99i ;'
N/F
COASTAL COMMUNITY VINEYARD ®•' W {' r { iuj
M.B. 36/41 �.• w W , , , ; ; j
x 27.7� '' ��' � ;� �� i W e• w W W w W w,, x 2�So.aS,� !
W W. •� w W w v y W / 31.
•r W w W w W W W W w a. W W w W/ j i '' / f ; � , ra ((J
y/
.43 W w W W w W W W w W W W W w W If
"`a _ .,.` �� �,c••�`�_ `' •oy� w �Y W w W w w w w w w w I
76 •�",.w` w w W w w W w w w w 1
1�ZZ:_� N/F /
��`'� •♦� ��a, ;• *� W W w w w ; COASTAL COMMUNITY ;
VINEYARD
M.B. 36/41
Job No. 204406
Drawn By: JEW
Checked By: MNH
Date: 12/21 /2005
Scale: 1'=40'
Revisions:
Sheet:
•

0
~
TeC+'
000
fr-8- 540
m= a•1
00�0-14
C-{a >y.m
�t�ito®
F„t C r
~
CAS
s
NOTES:
1.
2.
3.
4.
CONSTRUCT THE WALKING SURFACE WITH BLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
NORTH CAROLINA GENERAL STATUTE 138-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5.
PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (80. YDS.)
m
2
6.
PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (L.N. FT.)
H
7.
SUCH PRICES AND PAYMENTS I8 CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
m
0
8.
DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
c m
9.
CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS.
m H
10.
USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
r
11.
PLACE A 1t" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01.
12.
PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
M
WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
Z
13.
COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES $O THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
'O
THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
®
14.
CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.
16.
USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
16.
TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17.
PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
-J/2" FIBER EXPANSION
1/2" JOINT WITH SEALANT
4" CONCRETE WALK
RAINAGE FILL OR
UNDISTURBED SOIL
SEE SOILS REPORT
NOTE:
PROVIDE CONSTRUCTION JOINTS AT 25 O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
P.S.I. CONCRETE
6" W2.0 X W2.0 W.W.F. REINFORCING
r DEPTH
4.B.C.
\�\r COMPACTED SUBGRADE
CONCRETE PAVEMENT DETAIL
N.T.S.
2" SURFACE COURSE, SF9.5A or 1-2
ca 00
6" CRUSHED AGGREGATE BASE COURSE
xxx
%r%
COMPACTED SUBGRADE
ASPHALT DETAIL FOR PARKING LOT
PAVEMENT DETAIL
N.T.S.
NEVER CUT A LEADER
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECI-
FIED AFTER PRUNING HAS
BEEN ACCOMPUSHED.
(3) LOOPS RUBBER GARDEN
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK
TWISTED GALVANIZED WIRE,
NO. 9 GAUGE
(3) 2"X4" STAKES AS APPROVED
BY THE LANDSCAPE ARCHITECT
WRAP TREE TRUNK WITH
BURLAP, HEAVY CREPE PAPER
OR OTHER MATERIAL IN 6"-10"
WIDE STRIPS
TREE SHALL BEAR SAME REAL-
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISING
GRADE
CUT ROOTS AS NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
SUBSOIL BROKEN W/PICK
THAN WIDTH
OF BALL
TYPICAL DECIDUOUS TREE PLANTING DETAIL
N.T.S.
E;OFj;878D0
ASPHALT RAMP
SIDE SLOPE 10:1 SLOPE
1S{e / F.
16'
VARIES
r SIDEWALK 1
12:1 MAX.
\� LPAVEMENT CURB
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
I&- ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
i /2' R 8" 18•
i 1 /2„ R 1 g"
3" R 1/8" R 6" of
' e
co � 3,1 R /8" R
a
0�
a e 6" �p
0 e i
° o 04
0
LEVEL e 0
7"
(fl o e
24" ( _ 1 0 e
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND 24
E/4' 1'--0" SLOPE OR AS SHOWN ON PLANS)`
24" CURB AND GUTTER
(REVERSE SLOPE) 24" CURB AND GUTTER
CURB AND GUTTER
GENERAL NOTESa N.T.S.
CONSTRUCTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING
MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE
OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE
ENGINEER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY
TEMPLATES, A MINIMUM DEPTH OF 1-1/2- SHALL BE OBTAINED. ALL CONTRACTION JOINTS` EXCEPT IN 8" X
6" MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90'
INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
�1
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4" MULCH
SAUCER WIDTH
C
FINISHED GRADE --
PLANTING SOIL TO BE
6
WORKED -UP SOIL DUG
FROM THE PLANTING HOLE
+
SUBSOIL BROKEN
♦ + +
.�. *,
+++ ++
W/ PICK
. +
+++ *,
CUT ROOTS AS NECESSARY
VARIES
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
2' GREATER
THAN WIDTH
SHRUBS SHALL BEAR THE SAME
OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE
TYPICAL SHRUB PLANTING
DETAIL
N.T.S.
TURN --DOWN SIDEWALK
N.T.S.
1/2" SF9.5A OR GREATER
119.06
1/2- B25.OB
COMPACTED SUBGRADE
NCDOT TURN LANE PAVEMENT SECTION
PAVEMENT DETAIL
N.T.S.
GROOVE JOINT (5' MAX. O.C.)
1 /8" RADIUS 3600 P.S.I. CONCRETE
ui
DO
e• > L
ao n °c 4 d ° e a. o' O O N
LJLJ
N N E
SO
rNLL
COMPACTED SUBGRADE W <U x
Z O) -C L- U)
CONCRETE S I�DEW&K DETAIL00 Z
or- 0'
a .0) C 13)
,/$" --
GROOVE JOINT (5' MAX. O.C.) cv �
u1 0.
1/8" RADIUS 3600 P.S.I. CONCRETE d- _ _
e e _
'4 e o .
ao d° e o e o• ,
Ile
0,
x 10
K z
\/\/\/\/\/\/ W
or 11
COMPACTED SUBGRADE
Seal
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS \\\����i• IRp� i,��
4 S A ,
CONCRETE SIDEWALK 0313
N.T.S.
GENERAL NOTESa N j S
A GROOVE JOINT 1' DEEP WITH 1/8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2' EXPANSION JOINT _
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30` INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
011
> CO rt•
a�•LC-4o
1`pUN
ROUNDED CONCRETE Z
4"X4" POSTS' E � Z a;
X
4'
8" CONCRETE
PAD
4' AT
T6X6
3000 PST W/
- 6/6 W.W.F.
x
AS SHOWN ON PLANS
AS SHOWN ON PLANS
PLAN
.,- 2"X6" CAP
LJ
- PAINT (2) COATS YELLOW, C7
UNLESS NOTED OTHERWISE Q
Z
LLa
8" DIA. STANDARD STEEL C I --
PIPE (UNLESS NOTED OTHERWISE)
ASPHALT FILLED W/ CONCRETE
PAVEMENT c v
CEMENT WASH SLOPED 1"
ABOVE PAVING 0
PAVING
z
- COMPACTED EARTH U
-CONCRETE FOUNDATION H
LL'
o 4z
NOTES: ` I<-
0 0 o W Lu
' 1. VERIFY LOCATION OF UNDERGROUND UTILITIES _ j
BEFORE DRILLING FOR CONCRETE FOUNDATION ® Z
2. WHERE 4" OR &" PIPE BOLLARDS ARE SPECIFIED, U I•- =5 Lu
o e CONC. BASES SHALL BE 1'-6" DIA. BY 3'-0" DEEP < O C
" 3. DIMENSION (D) OF ROUNDED CONCRETE CAP �j <
, \ /
CONCRETE L 4"X4" POSTS HORIZONTAL
2 -0
-----,�•
SHALL BE 1/4 PIPE DIAMETER
N
m
Wu
FOOTINGS ('TREATED) WOOD SIDING
DIA.
4. PAINT "BROWN" WHEN LOCATED IN PLANTER
5. PROVIDE REMOVABLE PIPE BOLLARDS AT
Z
ELEVATION
EQUIPMENT' ACCESS PANELS AS REQUIRED.
�✓ j
=
Z
W
DUMPSTER PAD & ENCLOSURE DETAIL
EXTERIOR
PIPE BOLLARD
z
p
t�
N.T.S.
N.T.S.
{i.
<
�<
V 1
u
_a-
CL
•�• ° °��.
°. ° f • °
S se•°°°" �•°•°°•"'ice`
! '
0
y3 om••°•°•°•fam°o°o°�
♦♦••°°oe 1•a •°o°f°•:'„- _
! 1. ,
t
V
•°•o°°•o°s°e•e•°•�•°°•°•°f°°wh
!
/
oo•♦°e•o♦o•••••o°oofooaaf•a•oo•oi
3 °•.°o°♦ eea •°e eee o•e°• ♦•••°.•°fp
• o a ♦ •°•o ♦ • ° • ♦ e••, a •°•j
t
•f •o°o°eea°°°e♦ef•• •off•°a•eo�f°o�j
•�••°o•o'•o°•e♦°s••e°o°o°se•��♦e�t•� t � 0
• o • •♦ • 0.00
• • •♦ o ♦ • •• • r
_ S 0705'QO' W 40261'
471 288
- _ - - - - - -a.- tOLLE _" _ 32 - -(zor Pobac-R
ADJACENT DRIVEWAYS EXHIBIT
SCALE: 1 " : 100'
Job No.
204406
Drawn By:
)EVV
Checked By:
MNH
Date:
12/21 /2005
Scale:
NIA
Revisions:
Sheet:
10,0

I
a 1.
N
Tj
FILTER
{J#
PIPE DIA. (IN.)
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
INV.
UP
ES/1
36
18
9
12
22.00
ES 28
18
9
4.5
6
22.47
ES 27
24
12
6
8
23.5
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
do 20.0' EL. 28.00
24"
2,0'
0.5' EL. 26.60
SOYR Q= 40.97
12' THICK CLASS H= 07 3/2
= .77'
'B' RIP -RAP'
50YR WSE= 27.37
Eh RGENCY SPILLWAY
N.T.S.
NORMAL POOL ELE\
EL. 19.50
FORE BAY
10.0'
EL.24.00
R to
� o EL. 23.50 24
24
FILTER FABRIC
12 THICK CLAS
'B' RIP -RAP /J
S20' WIDE
PILLWAY
FOREBAY RIP -RAP ELEV.= 2E
N.T.S.
.I
,94 SIDESLOPE, .-.-I 10
SIDESLOPE EL. 18.0
POND BOTTOM
POND #
NORMAL POOL
POND DEPTH
1" STORAGE
SURFACE AREA
REQUIRED
SURFACE AREA
PROVIDED
FORE BAY
VOLUME REQ.
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
POND 1
23.5
5.5-
24.6
9,580
10,628
3,618
LENGTH
STORM DRAIN PIPE RIP -RAP o
APRON
.PLAN
e SLOPE = OX TAILWATER
FLOW
BOTTOM OF POND
ELEV= 18.00
2-YR PEAK Q= 9.21 CFS
mi
W
WS ELEV= 25.61'
10-YR PEAK Q= 21.04 CFS
W
WS ELEV= 26,57'
,r - _� ,
25-YR PEAK Q= 31.08 CFS
d.
• • •'`'`�. -
`�-�
�- ,
'� 1 `
`'
WS ELEV= 26.80'
100-YR PEAK Q=54.45 CFS
ui
tO
•�
-;
2$
�``�-
, , _� �� -
1
WS ELEV= 27.54'
!„ N
O C?
•-
��
28
�' ` `� a
n
i,}
% C�p • ' -
�''�.` 2�
26
` ', �� ` `
.k `'
BOTTOM OF POND
•+p' N N E
2� /
`.'� ' ' • .
�s ��
• • \`
` ®`
'` `
ELEV.= 18.00
-
j p ' U
®
9 `�`
•z4
23
-
` 1-
TOP OF EMBANKMENT
ELEV.= 28.00 FOREBAY RIPRAP
ELEV.= 23.50
•
.00 m
••-~\•• �'� `-
22
BOTTOM OF FOREBAY
IW
Q U ri
- --
• ~\` • •
, ` ` ELEV.= 20.00
` �`J
PAX
Z
Z
p i I-
-
` V�
:IMAx J51DESiLopir ES / ! �'� _' Il i ®tC 3
28 7-4
�.+ 3
\_6►1 SIDESLOPE 27 i ` �. 28 ----- 22 2� �`• `'� LL
N 3
RED TOP GRASS SEED / '� 25��` •
ALONG LITTORAL SHELF / �- 2r ® � Im
(ARGOSITS ALBA) I No / 1 2� ��. ~� �m
• W '
FORE BAY 6 22
VOLUME CF)OVIDED �l 21 -
3,833
�26) x
X* 29 Seal
`'$ _`•' •o / ' `may''
^ s
= 031315 ,
FENCE X X /v,.�` % o+�S
STORM DRAINAGE POND PLAN
SCALE: 1 "=20'
NOTES:
1. DITCH PLUG TO BE INSTALLED BEFORE GRADING IS STARTED
DITCH PLUG
N.T.S.
FILTER FABRIC ---� \-N.C.D.O.T. CLASS B 'STAKES
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL SILT BARRIER
FENCE ...............
RIP -RAP SCHEDULE :'::
1 STAKE AT GROUND .'.'.'.'..
EACH CORNER ''
...'.'.'.'.'.'.
A
A ,
so::
�ar�c
o.. a
SILT BARRIER SECTION A - A
FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
i
m
O
co
a) N p
Z Fq
E N_ t
> p
� U a1
;: QZ
N,
o ��_Lu
J
C
Z
VL8 VIt1ZV
®
J
50' MIN.
U
F<-
6' DIVERSION TO DIRECT RUNOFF FROM R/
_
W _j
®
SE.CT10N VI I_W EL'
CO
F-
Z
"'.00
J w
0
TEMPORARY CONSTRUCTION ENTRANCE
U
Fesw
- L
o
N.T.S. 2" SCH 40 PVC O
z
I----- 5
Z
?>>
6" THREADED CLEANOUi PLUG
Q ®
O w
VARIES (6' MAX) i
I' TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
#12-1/2 GUAGE
GALVANIZED BAR GRATING 1' x 1/8' BEARING BARS. LINE WIRES MIN
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4' x 1 1/4' x 1/4' #12-1/2 GUAGE
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4MAXIMUM TRASH RACK OPENING
RIM ELEV 26.00E\
1' STORAGE= 24.60 \ % BOTTOM STRAND MIN. #10 GUAc \\
\ \\ /
1 1/2' SCH. 40 PVC OUTLET STEEL OR WOOD POST
6' CULVER FILTER FABRIC
T
NORMAL POOL EL. = 23.50 �J It FILL SLOPE
17 NOTES: GROUND of
GR ND UN
A 1. WIRE SHALL BE A MIN MUM OF 32- IN '`� �I
LINE WIRES SHALL
% 2" HA STAY SMINIMUM
CING M OF 6 is i4
;1 SIDE SLOPE iv = 2. FlFABRIC SHALL BE A MINIMUM OF
fiINV. EL. 23.50
36 INL1TD2 WIDTH AND SHALL BE FASTENED \f\\
3- 6'x24' OPENINGS PLACE 1/2' GALVANIZED ADEQUATELY To THE WIRE " = o
2 FT MIN 3. STEEL POST SHALL BE 5 0 IN HEIGHT o°- \ \ \\\ \\\\\\\\ \
4 HARDWARE CLOTH OVER ORFICE ❑PENING WITH AND BE of SELF FASTENER ANGLE o
S�CL
0 a w
STAINLESS STEEL FASTENERS 4. yV0 D POSTS S BE A MINIMUM OF 6' o 0i N /
5 INV.= 24.60 o r)
IN HEIGHT AND 3 OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN 3
6' EXTENDED BASE POST WITH NOT LESS THAN9 WIRE STAPLES j
1-1/2- LONG \ / ANCHOR FILTER FABRIC
1,7 / SKIRT
OUTLET STRUCTURE DETAIL -POND J1 (PS/261
SILT FENCE
N.T.S.
REFER TO CLEANOUT DETAIL FOR V; (.. V)
TRAFFIC/GRASS COLLARS x R_ C14 W
FINISHED GRADE o Z
r 1 I fF7
�( PVC FEMALE X SUP ADAPTER tLi o 0 Z
L -f N W Q
z w
a.
a (fi LLJ
V) z
MIN. 2% SLOPE O z Q .�.
FLOW 6" PLUG m 0 Z 0
COMPACTED SOIL ~ Q 00 SECTIONAL VIEW z
O
F-
0 2- SCH 40 PVC O
Z
4" SCH 40 PVC PIPE "S I�
INCORRECT y � w
CORRECT 8" x 6" x 4W WYE
BARRIER SHOULD BE INSTALLED AT THE DRIP
6" x 4" DOUBLE
LINE OF TREE BRANCHES 3
FLOW
O
tta. a
NOTES: 0
V SCH 40 PVC PIPE
A
d
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
8"
GRAVITY SEWER
- FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
O
- REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
4"
FEMALE ADAP
a
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
4"
PVC PLU
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
0 2'° SCH 40 PVC
BRANCH.
PLAN VIEW
EXAMPLE OF TREE PROTECTION FENCING
6" PVC DOUBLE GRAVITY SEWER
SERVICE
N.T.S.
NOT TO SCALE
Job No.
204406
Drawn By:
JEW
Checked By:
MNH
Date: 12/21 /2005
Scale:
N/A
Revisions:
Sheet:
e

C2 FpAj� GENERAL NOTES: z
O �I OGh ®..d BACK OF CURB TO- . 840. USE CLASS "H" IXINCRETE THROLlELOUT. ON
fy fi
M Z G" S E 4'-EXPANSION JQI4'-8" .� " PP40VIDE ALL CATCH WIN OVER W-6' IN DEPTH WITH STEPS 12"
G ILE
X a 1,�On ON CENTER. USE STEPS WHICH COMPLY WITH M. DRAWING80.66.
NOy0 fZ fJ t-fOW TOP ELEVATION OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" 10:11MAY, OR 04 BAR DOWELS AT
fmyZ =� #4 BARS "Co Y" S" Bn 840.0E FRAYS COS== Mgt=a Y oP::_D••.,.7. roe :•.P::E_-°` Y USE FORMS FOR THE CONSTRUCTION.OFCENTERS AS DIRECTED BY ME FTTN BOTTOM SLAB. Q-(DZ
QRATE JM N000 Q v w :o; IF REIWFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX. ADD TO $LJ18 W ML S
PACES
p0�00-i n 1£2" 1�'t" WQ lL= 1D0j0� A- E- ih-z
s -:T 3 F- V O p .. 'n m 9 - 8 :u AS S"OML ON GTO. NO. 840.00. 1-0 O C9
a 00 O td-• z L'u, °gf O'O1t _ 8^ o, 8• = USE TYPE "E^, 'F' AND ^0^ ORATES UNLESS OTHERWISE INDICATED. aH3!
0 O H to F- W ®� Q O Mf. w u•. u u � FOR 6'-0' IN HEIGHT OR LESS USE 8 WALLS AND BOTTOM SLAB. OVER 4i r LL O J
A DO a N O C7 '- 8'-0 TO 18 -0' IN HEIGHT USE B WALLS AND. BOTTOM SLAB, AMAIST OO y
r A ;o • : ,'.o•: o• p plIVLTETYEB ACCORDINGLY. t"4
R m PLAN :> 5H a'.;;• :'.p•.,p• CONSTRUCT WITH PIPE CRMNS MATCHING. d~
CURB AND GUTTER WITH CATCH BASIN ON STEEP OWES ° Luo 00 ° PLAN X SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 . ` Wo
W z It'TOP ga � • TOP ELEVATION e ° SECTION X-iC LMUUTINa NOT TO SCALE. Q
1° EXPANSION JOI m tD
ay o USE ON FLAT �'
GRADES a AND UNDER
TOP ELEVATION
DEPRESSED GUTTER LINE - - - _ __ SEE 8i0.t1Q. e s . sm. a G40.8G STEPS - STD. NO. 840.Gs
EXPANSION JOINT m �+ -- - •i " 8^ t •0 " _ - _
PLAN OF TOP SLAB SECTION S-S " ••`° `- G TOP EL EY Tlae G - -- - -
ELEVATION fIr m �'' - A = °G
®� NORMAL CURB AND GUTTER ON LIGHT GRADES W CAIz /C�: e� e N +{ r-..wr �_ A W Z
F4 r E -I
z f-4 g E" e° t9 W
-` 0 = NORMAL. mn Tm LINE H Q W � ,� x o .:b• :n. o .:'D :°.'0 8n o ; E-«i `- a
N EXPANSION JOINT g rO<. e s ;; Lm
O 6"RE "W" HARD p4 BAR " , H ; o ; 8' 00_ a. o m SECTION Y-Y c_ n USE ON GRADES 2As ELEv. DN: S .{ _Na _m�D Do Dc
C D FRE88ED GUTTER LINE4cU) RISER HT. w •, 2 . . p.94 PARS gnEXPANSION JOINT - .\ v e'-� QaVARIED 1r•On o,;ctl'°8" °BW " ©D�ilEL. ELEVATION F " _ 6. 81EE NOTE SECTION J-J "'''"� t--
•� D '• v MERE 30" TO S8" PIPE I8 USED
M .•HC SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES = m °p a WHERE 4r TO 54° PIPE IS USED Y v
4D c SECTION N-M W -
z 1-4RISERN RISER HT. WHERE so To ss' PIPE Is USED w
,J C) w VARIES o -1
W - '.� S e• .`e �::.•e�e' O'oec.o, bj W
p.
6. A
r... .a
}i ;N
WHERE 42" TO b4' PIPE IS USED { ^ , � ? "'o=.'^ , .o 0
DETAIL SHOWING OlETHOi?
SHEET 2 OF 2 SHEEr 2-of 2 t0F 2 OF RISER CONSTRUCTION P� PLAN SHEET 1 OF 2
84d . 02 • RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.021 840 . 021840.02
MINIMUM OIiX1fSI0NS
AND
QUANTITIES FOR CONCRETE CATCH BASIN BABEL ON YIN. NEIBfR. H
XI7Tt HO
RISER '
DIYEL8EON8
OF
Box AND PIPE
COMER
DIMENSION
Naf. YD3.
Cm.
IN
OExR;TIONs
ONE PIPE
C.Y. H.C.
PIPE.
SPAN
WIDTH
WIDTH
SPAN
YID. �E�O�T
BARB-U
BAR6•Y
BAR
-W
TOTAL
LBS•
TOP
SIRE
601TOY10T.tL1E:
BLAB
D
A
8
C
8
H
E
F
PID.
LEfOfif
N0.
tETHfiH
N0.
12"
3'-0"
2'-2"
••
..
2'-8"
•.
..
..
..
-.
..
•.
._
•.
._
0.286
0.772'
Q.O15
0.02E
ts"
3'-0^
x-2"
s'-o"
o.zsb
as2s
o.azs
o.osG
t8"
3'-0°
2'-2°
3'-3"
0.23E
0.8Ni7
0.03E
a.oas
u"
a'•o^
2'-2•
s'•s°
D.2S6
:.00t
a.obs
o.obb
9D"
3'-0"
P'-2"
3`-4'
4'•9"
1'-2"
4'•0`
4
1'-b'
2
9'-8"
9
8'-9"
S9
0.129
0.02t
t.4S9
O.OS2
0.127
SB"
S'-0*
9'-10'
4'-8"
1'-B'
4`-0"
4
Y-it"
S
9'-8'
9
yr_9a
49
0.181
0.95E
1.7t4
0.132
0.17E
42"
9'-0'
2'-2'
4'-8^
fi-S"
1'-8°
2
2'-11"
3
2'-11"
92
O.fl2
O.SfB
1.738'
0.180
O.FA3
48"
8'-0'
2'-2'
6'-0"
b •8
2'•0•
9'-2^
4
2 •S•
8
2'•11"
3
'-tt"
IV-
35
0.146
0.362
2.0li2'
Q.235
0.3t7
64^
3'-0"
2'-2'
b'-7"
8'-S
2'-T
3'•2"
4
2'•t0°
b
P'-1Y
S
2'-1t^
41
0.180
0.36E
2.887
0.287
0.401
1" DEPRESSION
►•4' z i
�D0
r- -nca
maw=-4
r1�� > N
s=M00-
zf-,�r-n
b
Na ' SECTION G-G
z
O
ao
c
M�
L11
NJi_P s
314
53 Q i�'�rr 2"
SECTION H-H
oZ
i Cl o
°� •eI
O m
i
O
1 OF i
840.1E
-' 'TEEP HOLES
X
I
0
cNn �•I�n 11�n 3+'6" Q4�
T �-
G E , E
_T m_ ___
CDC"
N --1 ---- •Cal
I �N
iv Lei. H ° Qo
fr-41�" 1r-4r' F-"4-I
PLAN OF FRAME
CAST IRON O
ITV W
PLAN OF GRATING
CASTIRON IL
o
zz ® '"
3 4 0
c�c v
G DD
1" lot I •
rr i , u j u Q�
2 •3� '¢
j �
W-2n 2r_2n t"1
�I W
v?
3t-yCj�n N N 2r_13cn N N NO:
�4 O
3r-t3rr 2r-61r W
SECTION E - E SECTION F- F sH , o1 of 11i
840.16
GENERAL NOTES:
USE CLASS •a" CONCRETE TtiROUf mr.
PROVIDE ALL DROP INLETS OVER 3'-8' IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS MACH COMPLY WVH BID. DRAWING 840.6S.
OPTIQHAL COfLSiRUCTIat MONOLITHIC PWR 2" IO YTAY OR 04 BAR DORELS AT
12' CN31TER8 AB DIR&TTED BY THE ELQINER
USE FORMS FOR THE CONSINCTICH OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IV BOTTOM SLAB OF BOX, ADO TO BLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT' WITH PIPE CROW OATCHM.
INOTALL 2' W EPHOLES AS DIRECTED BY THE ENGINEER -
INSTALL STOLE ORAINS, OF A MINIMNY OF 1 CUBIC FORT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAiFEA AIL. EXPOStD f�RIiFAB 1•
y-
DRAWING NOT TO SCALE.
PLAN
WITH ORATE a FRAME REMOVER
BRICK COPING(INCIOENTAL)
Z
^ TOP ELEVATION
zO
STD. � .16 FRAME a
N�
'j'�
1
_T
04 BAR
A
9" 0"
B
8"
N
p1 .-4
r
n
zu
Q v
n
r
DOWEL
m z
GEE NOTE SECTION y-y
V LV /! /0
DOWEL{SEE N07E) MAX. PIPE THIS SIDE - 1S" m
a7
SECTION Y-Y
0
DIMENSIONS AND VAIAITTTIE8 FOR
DROP INLET(BASED ON YIN. HEIGHT, H)
DIMENSIONS
OF BOX
3 PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
YID. HEIGHT
0
A
8
H
BOTTOM
SLAB
WALL. PER
FT. HT.
aaia
,
C.Y.
R.C.
12"
S'-O"
2'-0•
2'-0'
0.222
0.222
0.W2
0.015
0.02E
16'
2'-S"
0.048
0.092
0.03E
18"
2`-8"
0.T03
O.W3
0.049
24"-
3 -0
0.814
0.069
0.065
30"
3'-0"
2'-0"
9 -S
0.222
0.222
0.826
0.002
0.127
*CONCRETE STRUCTURES ARE AVAILABLE IN BRICK. SEE 840.15 BRICK DROP INLET 1N THE NCDOT DIVISION OF HIGHWAY STANDARDS.
z
00
H,-
ga� f`
`a4iCS
OLt.OzySZ
uAE av
M
H
w t; u.
LLA
EM
.7 O�
tL fl
o J
= ,:. Lu
1w4CL
Q a m
d.
®�r0
fi' ® m
f•Z•'
W -
fli"i N
� Z r
_I
W �
f1-to* uur
CLASS
OR it
MATERIA
CONCRETE
CLASS
,A^S ifA39
-
I, O OR III
BACKFlLL
CLASS \ ,�•s� �c:�jag•;, .. a :1y:"•••''<S ,C'
BEDDING -
CLASS PIC
BEDDING DETAILS
N.T.S.
CLASS
lORI
BACKFlI
A
01
2
MARKED: SANITARY ►_ »
SEWER OR 1'-13 4"
STORM DRAIN AS t »
REQUIRED
TOP OF COVER
.125» .75"
-� 4.75» 1" 0 5»
A 1'--10 1 /4»
/2 2,_0
1/2" 1 f2»
BOTTOM OF COVER i 4»
PLAN SECTION "A-A'I
NOTE:
RING &COVER CONTACT SURFACES SHAM BE MACHINED SO AS TO
INSURE EVEN BEARING OF COVER ON RING
MINIMUM WEIGHTS: RING 190 LBS
COVER 120 LBS.
STANDARD MANHOLE .RING AND COVER
N.T.S.
* I�NJSECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES WYES REDUCERS 45' BENDS AND
I o
Li.
W QUoII
Z O ,,,C lt_ i•-
d ro
u) ML 0 �N �
Cr o �
W r' �
W
Z ~
V
Z
W
Seal AR��I��i
0 i
031
'1A jo
SE
r-BUILDING
FACE
BELL/BELL
L
COUPLERS. O
* WT INJECTION MOLDED FIi71NG5 AND WT PIPE CAN BE � IT
SUBSTITUTED FOR WATER TIGHT APPLICATIONS � .� � �
CLASS ! ::f{y�:... Y:.:,; ,, : •:: • Ci
DING ti w • .cu
BED ,•'� he < �:�t �;"? '. r„�� -. 4 MIN. tau, ZN'.
F-o
� V CN
_ al
CLASS �2 CLEAN OUT END CAP cu al Q _Z .0
ADJUST GRADE PER ENGINEERS PLANa m Ems C Lt/�
-.
FINISHED GRADE o : m ..�
> j
CLASS
-
�
f, }! OR
BACKFlL
CLASS "D"
CLASS
SE
r-BUILDING
FACE
BELL/BELL
L
COUPLERS. O
* WT INJECTION MOLDED FIi71NG5 AND WT PIPE CAN BE � IT
SUBSTITUTED FOR WATER TIGHT APPLICATIONS � .� � �
CLASS ! ::f{y�:... Y:.:,; ,, : •:: • Ci
DING ti w • .cu
BED ,•'� he < �:�t �;"? '. r„�� -. 4 MIN. tau, ZN'.
F-o
� V CN
_ al
CLASS �2 CLEAN OUT END CAP cu al Q _Z .0
ADJUST GRADE PER ENGINEERS PLANa m Ems C Lt/�
-.
FINISHED GRADE o : m ..�
> j
CLASS
-
�
f, }! OR
BACKFlL
CLASS "D"
CLASS
4'-0•
b'
8'
INVERT
SECTION A A" CARRIER PIPE THRU M.H.
TO BE CENTERED, D.I. PIPE
INTERFERENCE STORM DRAIN MANHOLE
N.T.S.
Job
1
eweeeMeINe�a�e��s'srses�e�ee�.rs!:r�Sr�*:rlrr��:r.'
*�4,�;�r:+rrs�rr�rrrf
e%e fee%r�eA
eerrr��si ;e r�'+e<.
ti
•
Na.
204406
Drawn By:
jEiN
Checked. By:
MNH
Date:
12 f21 f 20i}5
Scale:
NIA
Revisions:
Sheet:

SAYLOR'S WATCH
STORM WATER & EROSION CONTROL
CALCULATIONS
JANUARY 20, 2006
\o w 11
\ . 0
031313
�%cGINE ��•
gRR 1' s
/11 � 1111�
RECEIVED
JAN 2. 5 � 2006
DWQ
DRoi #
RECEIVED
JAN 19 2006
- Roa # .5cu FCQ)Q
0rzo
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

STORMWATER NARRATIVE
SAYLOR'S WATCH TOWNHOMES
CITY GF- Vv Lr iNGTON, NC
SITE DESCRIPTION
This +/- 10 acre site is located at 4702 South College Road in the City of Wilmington, North Carolina
adjacent to the Still Meadows Apartments. The project will consist of the construction of 82 townhomes
and related site appurtanances. The proposed disturbed area for this project is 7.20 acres and the total
amount of impervious area draining to the stonnwater management pond is 45.18%. The erosion control
plan identifies the appropriate measures to be implemented for erosion control purposes during
construction of the infrastructure associated with this development. The site is wooded with mostly
pines. The site is flat with elevations ranging from 26 to 28.
SOILS
The soils of the Saylor's Watch Project are primarily Lynn Haven and Murville complexes. These soils
are poorly drained sands; moderately permeability, Hydrological Group `B/D and A/D".
STORM DRAINAGE DESIGN
The primary stormwater measure for this project is a proposed wet pond located in the north western
corner of the site. The stormwater will be conveyed via a closed conduit system to the proposed pond by
curb inlets and drop inlets within the.parking lot and grassed areas behind the townhomes. The proposed
wet detention pond is designed to control the post development peak discharge of the 2-yr, 10-yr, and 25-
yr stones to not exceed the pre -development peak runoff discharge rate for the same storms to meet the
New Hanover County, State and City of Wilmington Stonnwater Regulations. The site drains to Mott's
creek (classification C, Sw) that drains to the Cape Fear River. Therefore the runoff from the 1.0-inch
stone will be treated by the wet detention pond.
Calculations are provided for sizing the culverts for 25-year storm and limiting the runoff from the
detention pond to pre development flow rates for the 2 yr, 10 yr and 25 yr events. The pre and post
development flows are:
Storm Event
2 - Year
10 - Year
25 - Year
Pre Development Flow
9.71
24.78
31.81
Post Development Flow
9.21
21.04
31.08
An emergency spillway is provided that can handle the 50 & 100 year storms if the principal spillway has
failed.

EROSION CONTROL PLAN FOR
SAYLOR'S WATCH
Area to be disturbed: +/- 7.2 acres
This +/- 10 acre site is located at 4702 South College Road in the City of Wilmington,
North Carolina adjacent to the Still Meadows Apartments. The project will consist of the
construction of 82 townhomes and related site appurtanances. The proposed disturbed
area for this project is 7.20 acres and the total amount of impervious area draining to the
stormwater management pond is 45.18%. The primary stormwater measure for this
project is a proposed wet pond located in the north western corner of the site. The
stormwater will be conveyed via a closed conduit system to the proposed pond by curb
inlets and drop inlets within the parking lot and grassed areas behind the townhomes.
The proposed wet detention pond is designed to control the post development peak
discharge of the 2-yr, 10-yr, and 25-yr storms to not exceed the pre -development peak
runoff discharge rate for the same storms to meet the New Hanover County, State and
City of Wilmington Stormwater Regulations
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, outlet protection at the ends of culverts and silt
fence surrounding the site.
The contractor shall install, maintain and remove upon completion the silt fence as
necessary to prevent any sediment from leaving the project limits. This will include any
temporary stockpile areas if necessary. Contractor shall clean and restore to pre -
construction conditions any areas that may inadvertently be damaged due to the failure of
the erosion control measures.
SCHEDULING OF WORK: Clearing and grubbing shall be scheduled and performed in
such a manner that fine grading operations and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be conducted such
that cuts and fills will be completed to final grades in a continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative
cover in accordance with the specifications within 21 working days after completion of
active construction.
MINIMUM AREAS TO BE DISTURBED: Only those areas necessary for timely and
proper completion of the project shall be stripped of native vegetation. The angle for
graded sloped and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. Slopes left
exposed will, within 21 working days of completion of any phase of grading, be planted
or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion.

PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (sediment fences,
construction entrances, etc.) for sediment control shall be constructed prior to beginning
clearing and grubbing on the site.
FINAL COVER: As soon as practicable after finished grades have been established, all
operations in connection with establishing final ground cover shall be performed. Any
inactive disturbed ground area to remain denuded more than 21 days shall be temporarily
seeded in accordance with the temporary seeding schedule as noted on the plans.

SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance as shown on erosion & sediment control plan.
2. Install perimeter controls (silt fence & tree protection fencing) as shown on the erosion
& sediment control plan. This step needs to be completed prior to upslope land
disturbing activities.
3. Install ditch plug in existing on site ditch and install pond. The proposed stormwater
management pond will act as a sediment basin during clearing and grubbing activities.
4. Once perimeter controls and sediment trapping measures are installed clear and grub
site within limits of disturbance.
5. Upon bringing the site to rough grade, stabilize all areas with temporary vegetation if
left undisturbed for 21 days.
6. Once the parking lot areas, sanitary sewers, waterlines and storm sewers are in place,
install inlet protection and outlet protections as shown on the erosion & sediment control
plans.
7. Upon bringing the parking lot road beds to subgrade elevations, stabilize the areas by
placing stone base as early as possible.
8. For temporary vegetative stabilization of all denuded areas see note referencing the
erosion control program and specifications.
9. After construction operations have ended and all disturbed areas have stabilized,
mechanical sediment controls shall be removed. Sediment from temporary sediment
trapping devises shall be disposed of by spreading on the site or hauling away if not
suitable for fill. All denuded areas are to be permanently stabilized with permanent
vegetation.

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Saylor's Watch
Total Area Draining to Pond = 340,940 SF = 7.83 AC
Total Proposed Impervious Surface Area Draining to Pond: RECEIVRD
Roof Tops = 54,400 sf
Walks = 14,916 sf JAN 2.5 2ow
Parking Lot = 71,268 sf
DWQ
Access Drive = 13,432 sf -n80J # 5wCTo(00('Z-(--)
154,016 sf
% Impervious draining to pond = 154,016/340,940 = 45.18%
Required Storage for 1-Inch of Runoff For Pond: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(45.18) = 0.4566
= (1 ")(0.4566)(1/12)(3401940)
— 12,973 cf (12,977 cf provided (& elevation 24.6)
POND DEPTH SA/DA %
(FT)
5.5 2.81
If Pond Depth = 5.5 ft, minimum surface area 9,580 sf
Used 90% TSS chart to size pond
Area @ elevation 23.5 = 101628 SF > 9,580 sf
POND SURFACE AREA (MIN.)
(SF)
9,580
Required storage for forebay: 20% of total permanent pool volume
= (0.2)(18,089 cf)
�111lj 11j� = 3,618 cf (3,833 CF PROVIDED — 21.2%)
SE
031
�'ctiG
Y1 N pPQt```
iSii� ``�
° I z 46
107 Stokley Drive Wilmington, North Carolina 28403
tel:[phone] fax:[phone] www.withersravenel.com

WITHERS & RAVENEL.
ENGINEERS 1 PLANNERS 1 SURVEYORS
Pond I voiume
Contour
Incremental Cumulative
Elevation
Area
Volume
Volume
(ft)
(sf)
(cf)
(cf)
Bottom Elevation 18.00
73
0
0
19.00
345
209
209
20.00
898
622
831
21.00
2011
1,455
2,285
22.00
3693
2,852
5,137
23.00
6852
5,273
10,410
Permanent Pool 23.50
8533
3,846
14,256
Forebay Volume
Contour
Incremental
Cumulative
Elevation
Area
Volume
Volume
(ft)
(sf)
(cf)
(cf)
Bottom Elevation 19.50
211
0
0
20.00
347
140
140
21.00
685
516
656
22.00
1119
902
1,558
23.00
1644
1,382
2,939
Permanent Pool 23.50
1931
894
3,833
Fore ba Volume is
21.2% E/ .
of Pond Volume 3933
107 5tokley Drive Wilmington, North Carolina 28403 tel: 9io-256-9277 fax:[phone] www.withersravenel.com

WITHERS
ENGINEERS 1 PLANNERS I SURVEYORS
1" STORAGE VOLUME
Contour
Incremental
Cumulative
Elevation
Area
Volume
Volume
(ft)
M
(co
(co
Normal Pool 23.50
10,628
0
0
24.00
11,681
5,577
5,577
24.50
12,765
6,112
11,689
1" Storage Level 24.60
13,008
1,289
12,977
POND RELEASE TIME FOR CONTROL PIPE: POND
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(F
CF
CF
CFS
(HOURS
24.60
12,977
1,288
0.062
5.8
24.50
11,689
6,112
0.059
28.7
24.00
5,577
5,577
0.042
37.1
23.50
0
TOTAL HOURS
71.6
DAYS
3.0
CONTROL PIPE:
1.5
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE
OUTFLOW RATE
Q = Cd*A* 2 h "1/2
107 5tokley Drive Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravene[.com

Hydrograph Report
Hydraflow Hydrographs by Intelisolve Wednesday, Dec 21 2005, 2:31 PM
Hyd. No. 2
Pond Routing
Hydrograph type
= Reservoir
Peak discharge
= 21.04 cfs
Storm frequency
= 10 yrs
Time interval
= 2 min
Inflow hyd. No.
= 1
Reservoir name
= Pond
Max. Elevation
= 26.57 ft
Max. Storage
= 42,990 cuft
Storage Indication method used. Outflow hydrograph volume = 118,759 cuff
Hydrograph Discharge Table (Printed values >= 50% of Qp.)
Time
Inflow
Elevation
Civ A
Civ B
Civ C Civ D
Wr A
Wr B
Wr C Wr D Exfil Outflow
(hrs)
cfs
ft
cfs
cfs
cfs cfs
cfs
cfs
cfs cfs cfs cfs
12.03
31.74
25.81
10.76
0.04
10.70 ----
-----
-----
----- ----- ---- 10.75
12.07
37.33
26.00
12.03
0.05
11.98 -----
-----
----
----- ----- ----- 12.03
12.10
39.62 <<
26.17
15.28
0.05
11.79 -----
3.45
-----
----- ---- ---- 15.28
'12.13
38.02
26.32
18.44
0.04
9.64 -----
8.77
----
---- ---- ---- 18.44
12.17
33.90
26.44
20.26
0.03
7.66 ----
12.57
----
---- ----- ---- 20.26
12.20
28.94
26.52
20.87
0.03
6.72 ---
14.12
0.00
---- ----- ---- 20.87
12.23
24.39
26.56
21.00
0.03
6.29 -----
14.68
0.00
----- ---- ----- 21.00
12.27
20.92
26.57 <<
21.04
0.03
6.17 -----
14.84
0.00
---- ----- 21.04 «
12.30
18.63
26.56
21.01
0.03
6.26 -----
14.72
0.00
--- -- ----- 21.01
12.33
17.07
26.54
20.94
0.03
6.49 -----
14.41
0.00
- --- -- 20.94
12.37
15.73
26.50
20.83
0.03
6.83 -----
13.97
0.00
----- ----- ----- 20.83
12.40
14.38
26.47
20.50
0.03
7.32 -----
13.15
----
----- ----- ----- 20.50
12.43
13.01
26.42
20.08
0.03
7.91 ----
12.13
-----
---- ----- ----- 20.08
12.47
11.63
26.37
19.29
0.04
8.78 ----
10.48
-----
---- ---- ----- 19.29
12.50
10.24
26.31
18.26
0.04
9.83 ----
8.39
-----.
----- ----- ---- 18.26
12.53
8.89
26.26
17.09
0.04
10.73 -----
6.32
----
----- ----- ---- 17.09
12.57
7.69
26.20
15.88
0.05
11.57 -----
4.27
---
---- ----- ----- 15.88
12.60
6.76
26.14
14.74
0.05
11.99 ---
2.70
----
---- ---- ----- 14.74
12.63
6.11
26.09
13.66
0.05
12.27 ---
1.34
-----
- -- ---- 13.66
12.67
5.68
26.04
12.73
0.05
12.12 ---
0.57
----
---- ----- ----- 12.73
12.70
5.41
25.99
11.98
0.05
11.93 -----
-
--
----- ---- ---- 11.98
12.73
5.23
25.94
11.63
0.05
11.58 -
----
-----
- ----- ---- 11.63
12.77
5.09
25.89
11.29
0.05
11.24 -----
-----
-----
----- ----- ----- 11.28
12.80
4.94
25.84
10.95
0.04
10.89 ----
----
-----
--- ----- ----- 10.94
12.83
4.80
25.79
10.62
0.04
10.55 -----
-----
-----
---- --- -- 10.59
End
h
u

Pond Report
7
Hydraflow Hydrographs by Intelisolve
Pond No. 1 - Pond
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage 1 Storage Table
Stage (ft)
Elevation (ft)
0.00
23.50
0.50
24.00
1.50
25.00
2.50
26.00
3.50
27.00
4.50
28.00
Contour area (sgft)
10,628
11,681
13,830
16,034
18,296
20,614
Incr. Storage (cuft)
0
5,577
12,756
14,932
17,165
19,455
Wednesday, Dec 21 2005, 2:31 PM
Total storage (cuft)
0
.5,577
18,333
33,265
50,430
69,885
Culvert 1 Orifice Structures
Weir Structures
[A]
[B] [C]
[D].
[A]
[B] [C] [D]
Rise (in)
= 36.00
1.50 6.00
0.00
Crest Len (ft)
= 16.00
20.00 0.00 0.00
Span (in)
= 36.00
1.50 24.00
0.00
Crest El. (ft)
= 26.00
26.60 0.00 0.00
No. Barrels
= 1
1 3
0
Weir Coeff.
= 3.00
3.00 3.33 0.00
Invert El. (ft) = 23.50
23.50 24.60
0.00
Weir Type
= Broad
Broad ---
Length (ft)
= 100.00
0.00 0.00
0.00
Multi -Stage
= Yes
No No No
Slope (%)
= 0.30
0.00 0.00
0.00
N-Value
= .013
.013 .013
.013
Orif. Coeff.
= 0.60
U.60 0.60
0.60
Multi -Stage
n/a
Yes Yes
No
Exfiltration = 0.000 Whir (Contour)
Tailwater Elev. = 25.00 It
Note: Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Stage I Storage / Discharge Table
Stage
Storage Elevation
Clv A
Clv B
Clv C
Clv D Wr A
Wr B
Wr C Wr D EAU
Total
ft
cuft
ft
cfs
cfs
cfs
cfs cfs
cfs
cfs cfs cfs
cfs
0.00
0
23.50
0.00
0.00
0.00
--- 0.00
0.00
- -
0.00
0.05
558
23.55
0.00
0.00
0.00
--- 0.00
0.00
-- -- --
0.00
0.10
1,115
23.60
0.00
0.00
0.00
-- 0.00
0.00
-- --- --
0.00
0.15
1,673
23.65
0.00
0.00
0.00
- 0.00
0.00
--- -- --
0.00
0.20
2,231
23.70
0.00
0.00
0.00
-- 0.00
0.00
- -- ---
0.00
0.25
2,789
23.75
0.00
0.00
0.00
--- 0.00
0.00
0.00
0.30
3,346
23.80
0.00
0.00
0.00
0.00
0.00
-- --- ---
0.00
0.35
3,904
23.85
0.00
0.00
0.00
--- 0.00
0.00
--- ---
0.00
0.40
4,462
23.90
0.00
0.00
0.00
-- 0.00
0.00
- -- ---
0.00
0.45
5,020
23.95
0.00
0.00
0.00
--- 0.00
0.00
---
0.00
0.50
5,577
24.00
0.00
0.00
0.00
0.00
0.00
-- - -
0.00
0.60
6,853
24.10
0.00
0.00
0.00
- 0.00
0.00
-- --
0.00
0.70
8,128
24.20
0.00
0.00
0.00
--- 0.00
0.00
--- - -
0.00
0.80
9,404
24.30
0.00
0.00
0.00
-- 0.00
0.00
-- --- ---
0.00
0.90
10,679
24.40
0.00
0.00
0.00
- 0.00
0.00
--- -
0.00
1.00
11,955
24.50
0.00
0.00
0.00
0.00
0.00
---
0.00
1.10
13,231
24.60
0.00
0.00
0.00
-- 0.00
0.00
--- --
0.00
1.20
14,506
24.70
0.00
0.00
0.00
-- 0.00
0.00
-- ---
0.00
1.30
15,782
24.80
0.00
0.00
0.00
0.00
0.00
--- --- ---
0.00
1.40
17,057
24.90
0.00
0.00
0.00
- 0.00
0.00
0.00
1.50
18,333
25.00
0.00
0.00
0.00
0.00
0.00
- -- ---
0.00
1.60
19,826
25.10
3.55
0.01
3.53
0.00
0.00
- -- ---
3.55
1.70
21,319
25.20
5.09
0.02
5.07
0.00
0.00
-- - ---
5.09
1.80
22,812
25.30
6.28
0.03
6.25
- 0.00
0.00
--- - ---
6.28
1.90
24,306
25.40
7.35
0.03
7.31
0.00
0.00
- -- --
7.34
2.00
25,799
25.50
8.26
0.03
8.23
-- 0.00
0.00
- -- --
8.26
2.10
27,292
25.60
9.10
0.04
9.07
- 0.00
0.00
- -- ---
9.10
2.20
28,785
25.70
10.04
0.04
9.85
- 0.00
0.00
-- -- ---
9.89
2.30
30,278
25.80
10.69
0.04
10.64
-- 0.00
0.00
--- ---
10.68
2.40
31,772
25.90
11.39
0.05
11.34
- 0.00
0.00
-
11.39
2.50
33,265
26.00
12.06
0.05
12.01
- 0.00
0.00
--- -
12.06
2.60
34,981
26.10
13.87
0.05
12.30
-- 1.52
0.00
-- -
13.87
Continues on next page...

8
Pond
Stage 1 Storage 1 Discharge Table
Stage
Storage
Elevation
Civ A
ft
Cuft
ft
Cfs
2.70
36,698
26.20
15.90
2.80
38,414
26.30
18.01
2.90
40,131
26.40
19.90
3.00
41,847
26.50
20.82
3.10
43,564
26.60
21.15
3.20
45,280
26.70
22.82
3.30
46,997
26.80
25.76
3.40
48,713
26.90
28.49
3.50
50,430
27.00
31.03
3.60
52,375
27.10
33.40
3.70
54,321
27.20
35.63
3.80
56,266
27.30
37.73
3.90
58,212
27.40
39.72
4.00
60,157
27.50
41.61
4.10
62,103
27.60
43.41
4.20
64,048
27.70
45.14
4.30
65,994
27.80
46.80
4.40
67,939
27.90
48.40
4.50
69,885
28.00
49.94
..End
Civ B
Clv C Civ D
Wr A
Wr B Wr C
Wr D
Exfll
Total
Cfs
Cfs Cfs
Cfs
Cfs Cfs
Cfs
Cfs
Cfs
0.05
11.56 --
4.29
0.00 --
--
---
15.90
0.04
10.08 ---
7.89
0.00 --
-
---
18.01
0.03
8.16 -
11.71
0.00 -
-
19.90
0.03
6.88 -
13.91
0.00
-
20.82
0.02
5.81 ---
15.31
0.00 ---
---
---
21.14
0.02
5.42 ---
17.37
1.90 -
--
--
24.71
0.02
5.45 ---
20.28
5.37 --
-
31.12
0.02
5.41 --
23.05
9.86 -
-
--
38.34
0.02
5.33 ---
25.68
15.18 --
-
--
46.20
0.02
5.22 --
28.15
21.21 -
--
54.61
0.02
5.09 ---
30.50
27.89 ---
---
---
63.50
0.02
4.97 --
32.74
35.14 --
---
---
72.87
0.02
4.83 -
34.86
42.93 --
---
---
82.64
0.02
4.70 -
36.88
51.23 --
-
---
92.83
0.02
4.57 --
38.83
60.00 --
---
---
103.41
0.02
4.44 ---
40.67
69.22
---
--
114.36
0.02
4.32 --
42.44
78.87 -
--
---
125.65
0.02
4.20 --
44.16
88.93 -
---
--
137.31
0.02
4.09 -
45.82
99.39 -
---
---
149.32

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
January 25, 2006 RECEIVRD
NCDENR
Division of Water Quality JAN 2 5 2006
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 DWQ
c/o Ms. Linda Lewis NW
Re: Saylor's Watch
Stormwater Application #SW8 060120; Request for Additional Information
Ms. Lewis:
We have received your request for additional information, dated January 20, 2006. The
following notes outline our responses to your requests and address how the requests have
been addressed, and identify the changes to the plan:
Please Indicate whether you are Jr. or Sr. in Section I.1 of the application and in
your signature on page 4 of the application.
Response: Mr. Emmart is a Jr. and this has been revised on pages 1 & 4
of the application.
2. There appears to be a typographical error in Section X. 6 of the application. The
drainage area has been reported as 240, 940 ftz when all other documentation
indicated it is 340, 940 ft -
Response: The correct number is 340,940 W and has been corrected on
the application.
3. The permanent pool volume is reported on the supplement as 18, 089 ft , but
.74,.179 ft3 is used as the base of the calculation of the required forebay volume.
Please correct and revise the forebay calculation.
Response: The volume was incorrectly written on the supplement. The
volume and calculation has been corrected and revised.
4. The built -upon area total reported on the application is incorrect. The correct
total is 153,926ft . Please correct the application.
Response: The built -upon area total was correct. The area listed for the
Off --Site Access Drive area was incorrectly listed as 13,342 instead of the
correct 13,432. This has been corrected.
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: 9io-256-9277 fax: 9io-256-2584
www.withersravenel.com

WITHERS & RAV E N E, L
ENGINEERS I PLANNERS I SURVEYORS
5. Please dimension the sidewalk leading up to the front door of each unit on the
typical building detail.
Response: The sidewalk leading up the front door of each unit has been
dimensioned on the typical building detail on the Site Plan.
6. Please label the existing contour elevations.
Response: Existing contour elevations have been more clearly labeled on
the Grading Plan.
7. Please label the required 3:1 slope or flatter above the permanent pool.
Response: The Pond Cross Section detail on sheet 11.0 has been revised to
show a 3:1 max slope above the permanent pool.
8. Please specify the wetland species to be planted on the 64shelf.
Response: The Pond Cross Section detail on sheet 11.0 specifies 6:1
Sideslope Red Top Grass Seed along Littoral Shelf.
9. Section VII of the application is where you need to specify Withers & Ravenel as
your agents in regard to this stormwater application.
Response: Section V11 of the application has been revised.
I trust the responses to the comments will adequately address your concerns. Please
contact me immediately at 910-256-9277 or [e-mail] if you have any
questions or require additional information.
Sincerely,
WITHER 6CR7 REL, INC.
Garry S. Pape, P.E.
Project Manager
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: [phone] Fax: [phone]
www.withersravenet.com

r� WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
•
IETITER OF TRANSMITTA L
DATE 01/2 /06
JOB NO. 2o44o6.00
ATTENTION Linda Lewis
PHONE#
6- o
RE` Sa lor's Watch
Stormwater Application #SW8 o60120
❑ Attached ❑ Under separate cover via
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Revised Cover Sheet, Site Plan, Grading Plan & Pond Details Sheet
1
Revised DWQ Pond & Forebay Calculations Supplement
1
Revised Stormwater Management Permit Application Form
t
CoMM�¢�tlZlZES1�NSL % _
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For approval.
COPYTO: File
If enclosuzes are not as noted, kindly notify us at once.

SW8 060120 Saylors Watch
Subject: SW8 060120 Saylors Watch
From: Linda Lewis <[e-mail]>
Date: Fri, 20 Jan 2006 11:31:16 -0500
To: Garry Pape <[e-mail]>
Garry:
Attached is my letter requesting additional information. A hard copy with
attachments will follow in the regular mail.
Linda
Content -Type: application/msword
060120.jan06.doc Content -Encoding: base64
1 of 1 1/20/2006 11:31 AM

OF WArF9 Michael F. Easley, Governor
0� William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
&) 6 a
y
Alan W. Klimek, P.E. Director
Division of Water Quality
January 20, 2006
Mr. Maurice Emmart, Member/Manager
Emmart Holdings, LLC
99 Aqua Vista Drive
Wilmington, NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 060120
Saylor's Watch
New Hanover County
Dear Mr. Emmart:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Saylors Watch on January 19, 2006, with a scheduled Epress Review date of January 20,
2006. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please indicate whether you are Jr. or Sr. in Section 1.1 of the application and in
your signature on page 4 of the application.
2. There appears to be a typographical error in Section 111.6 of the application. The
drainage area has been reported as 240,940 ft2 when all other documentation
indicates it is 340,940 ft2.
3. The permanent pool volume is reported on the supplement as 18,089 ft3, but
14,179 ft3 is used as the base of the calculation of the required forebay volume.
Please correct and revise the forebay calculation.
4. The built -upon area total reported on the application is incorrect. The correct total
is 153,926 ft2. Please correct the application.
5. Please dimension the sidewalk leading up to the front door of each unit on the
typical building detail.
6. Please label the existing contour elevations.
7. Please label the required 3:1 slope or flatter above the permanent pool.
8. Please specify the wetland species to be planted on the 6:1 shelf.
9. Section VII of the application is where you need to specify Withers & Ravenel as
your agents in regard to this stormwater application.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to February 3, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper �at+Q"�

Mr. Emmart
January 20, 2006
Stormwater Application No. SW8 060120
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
7
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINFO120061060120.jan06
cc: Garry Pape, P.E., Withers & Ravenel
Linda Lewis
Page 2 of 2

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
PEEL STREET
Wilmington, North Carolina
For
The City of Wilmington
PO Box 1810
Wilmington, NC 28402
[phone]
March 2005
Prepared by:
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
--
E-mail: [e-mail]
NKT Project No. 04121

NARRATIVE
Peel Street
DESCRIPTION:
The project site is a 70.61-acre tract located in Wilmington, New Hanover County
North Carolina; this tract is north west of and contiguous with the intersection of South
College Road and South 17* Street. Public and private property exists on the tract.
The public property includes street right-of-way and a regional stormwater pond. The
City of Wilmington owns and maintains the regional stormwater facility that serves the
project.
Recently the private property owner was awarded a conditional use permit by
The City of Wilmington. One of the conditions requires the private property owner to
reconstruct a portion of Peel Street (public) including the intersection with South 17tn
reet. Most of the required public street improvements will occur within the drainage
b5tr1 basi of the regional Stormwater facility. The site plan will change as a result of the
street improvements.
No increase of the permitted impervious area is requested at this time, A small
amount of permitted impervious area is requested to be built -out as part of the site plan
approval. Additional details are provided about the modifications and the impacts to the
Stormwater facility within this submittal package.
EROSION CONTROL MEASURES:
The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided along each side of the disturbed areas where
stormwater would be expected to sheet flow to adjacent property. Gravel check dams
will not be provided unless the Contractor has to temporarily discharge into an open
ditch instead of the existing storm drain outfalls. The existing storm drains will have
inlet protection. The existing detention pond will be used as a silt basin during
construction and restored to its design contours prior to completion. A gravel
construction entrance will be constructed at Peel Street, north end of the re -alignment.
Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The City received permit number SW8 940810 on December 28, 1998 from
DWQ for the regional stormwater facility. The stormwater permit includes a project data
table listing the maximum amount of impervious areas allowed. We are not requesting
any changes to the project data table or the permitted impervious area. This request is
for 385-SF constructed impervious area to be deducted from the 1,706,170-SF
permitted impervious area.

Sections IV through VII of the Stormwater application will not change from the
permitted conditions. The "Project Data Sheet" listed on permit no. SW8 94810 will
not change, therefore; item III. 6. of the application will not change. All of this
information is provided in the attached submittal package prepared for permit no. SW8
94810.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any asphalt removal and grading operations. Inlet protection to disturbed
areas and additional silt fence will be installed when and if conditions warrant during
construction. The detention pond/silt basin will be constructed immediately after that
portion of the site is cleared, and outlet structure with protection will be installed.
Disturbed areas will be landscaped or seeded upon completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
Install erosion control measures bObvimW beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier. Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized; remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.
6. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan. All slopes shall be seeded and stabilized within
15 days.

7. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser. Gravel will be
cleaned or replaced when the sediment pool no longer drains properly.
8. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
9. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.1W ft.-is lip rapVi ,heck clam�is and erosion, control shall be NCDCI C lla5s A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the

l
��"�.�'i�cH E P.S Li�z Sw ZC��012a
RAVE N E L, -� ����Q OF T° ° �]S�/l ��QL
ENGINEERS I PLANNERS 1 SLJRVEYOR5
7040 Wrightsville Avenue, Suite ioi V- Q
WILMINGTON, NORTH CAROLINA, 28403
(9i0) 256-9277 V"
RA—K [phone] ful
To: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
LJ Shop Drawings
❑ Copy of Letter
DATE 01/1 /06
JOB NO. 2o44o6.00
1
ATTENTION Cameron Weaver
PHONE#
6- o
RE' Saylor's Watch
❑ Attached ❑ Under separate cover via
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Sets of pians for stormwater permit
2
Copies of stormwater narrative and calculations
2
Stormwater Management Permit Application Form (one original, one copy)
2
Form SWU-102 Wet Detention Basin Supplement (one original, one copy)
1
Express Permit fee check $ ,000.00
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For approval.
COPYTO: File SIGNED: - Garry S. Pape, P.E.
lfenclosures ate not as ceoted, kindly nodfy us at once.

Page 1 of 1
n y
A
North Carolina
Elaine ars%aIi iL #E FIARTM NIT > Ti- [E
Secretary S RETARY OF ` � A" r
Corporations
NCorporations Home
-Important Notice
,Corporate Forms/Fees
aCorporations FAQ
Tobacco Manufacturers
°IjDissolution Reports
Non -Profit Reports
,-6)Verify Certification
Online Annual Reports
,;�IKBBE B2B Annual Reports
Links
'.)Secretary Of State Home
ORegister for E-Procurement
l'Dept. of Revenue
Legislation
1999 Senate Bills
'-^2001 Bill Summaries
-DAnnual Reports 1997
%Corporations 1997
0ther Legislation
Search
-)By Corporate Name
-For New Corporation
'!)By Registered Agent
Online Orders
•-Start An Order
ONew Payment Procedures
Contact Us
aCorporations Division
,!,Secretary of State's web site
Print
Printable Page
PO Box 2%22 Raleigh, NC 27t 2 (91OAD7-000
Date: 1 /20/2006
Click here to:
View Document Filings I Annual Report Count 1
73-1 Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
N, C Emmart Holdings, LLC Legal
Limited Liability Company Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0751612
Current -Active
11 /8/2004
Domestic
NC
Perpetual
Emmart, Maurice S., Jr.
100 Aqua Vista Dr.
Wilmington NC 28409
100 Aqua Vista Dr.
Wilmington NC 28409
100 Aqua Vista Dr.
Wilmington NC 28409
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www. secretary. state.nc.0 s/Corporations/Corp. aspx?PitemId=65 5 023 7
1/20/2006

SOSID: 751612
Date Filed: 11/8/2004 4:52:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200431000104
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes ofNorth Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: rfM OTC 1 1-1 I c h Aq _ , ,LGC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date far dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note. This document must be signed by all persons listed here).
MQ,CY­ EVAmo-r- 477 GcaY 5��,►reel ��, lv; W -4_6 W 290"af
,700$ Coco ruado vc VYaf
Cite, S- EminciA Sr. Q1t 44Wd bx-s1A It. lv.lm'.*4An Nc zfeof
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street %O 0 4040 e3 f,4 p r.
City, State, Zip Code W 1 t f^1Ag'k°" N L Z84pi County _14,o /Aroma
5. The mailing address, if ififferent fi+vm the street address, of the initial registered office is:
6. The name of the initial registered agent is: M aµ r ce S . �w►,ir at�''�' S r .
7. Principal office information: (Select either o or b.)
a. 014 limited liability company has a principal office.
:'Lc street address acid county uf ihe principai office of the limited liability company is:
Number and Street Oo aA M?r,4 bf
City, State, Zip Code N C -7-V y a 1 County ayE-
The availing address, if dtdj,�'ems fromo the sircet address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

8. Checkg.
onone of the following.
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) Manager-mamwed LLC except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 2. day of , t/G"-ka i . 20 o y >!7 k�
- A ORGANIZER
V %t
— I. - .,nn w�e�eR
ftnature
Wi.lU m N. lfoart
Type or Print Name rand't'ORGANIZER
NmWi.ce S. iimimart
NOTES:
1. FEW he V S125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALMOIL NC 27626-0622
(Revised Jmv=y.7002) I(Form L-01)
natructbas for)?flisg

LlMffED LIABMITY COMPANY
ANNUALREPORT
NAME OF : IhWM LIABI ..171. COWANY; tvaan Holdings, r,L
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 07S1612
NATURE OF BUSINESS: re t I Crlwfe
REGISTERED AGENT: Emmot Maurice S , Jr.
REGISTERED OFFICE MAILING ADDRESS: 100 Aqua Vista Dr.
Wibnb%gon, NC 28409
SOSED: 0751612
Date Filed: 9/22/2005 2:56:00 PM
Elaine F. Marshall
North Carolina Secretary of State
2005 213 00104
FEDERAL EMPLOYER M NUMBER:
REGISTERED OFj!ICE STREET ADDRESS: 100Aqua FWbDn
�— — Wibnbugbm NC 28409 New Hanover Comfy
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTr1U rES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 910—• 791-2204
PRINCIPAL OFFICE MAII.INGADDRESS: 100 Aqua Vista Drive, Wilmington, NC 28409
PRINCIPAL OFFICE STREET ADDRESS: 100 Aqua Hita Dr.
Mhn tgton, NC 28409
MANAGERSWEhMERSIORGANIZER&
Name:Mark R. En nart Name:William M. Remart Name:Maurice S. Emmert., Jr.
Tide:Member TitleXember Title:Member
Addmes:100 Aqua Vista Dr.Addmu-100 Aqua Vista Dr. Addtess:100 Aqua Vista Drive
CityWilmington City:Wilmington Ciwilmingtou
State: NC Zip: 28409 StsW: IBC Zip: 28409 State: NC Zip-28409
CERT IFICATIGIv OF ANYUAL REPORT MUST BE r;f'iWiETED BY ALL LWTED LIABIl.ITY COMPANIES
FORM MUST HE SIGNED BY A MANAGER/UUMER DATE
wr «r � ���� u, P►
TYPE OR PRINT NAME TYM OR PRINT TMZ
ANNUAL REPORT PEE: $200 MAIL TO: Suntuy of Erse • CarWMdQw DMQ0n • Pat Oeice Box 29325 • Rd%W NC 276264525
e� nm u�uunmeeu
iiiitaiie ��flIIIYIIINII� mumm�ir

(2,e \1 ke tl!> - 9C1\19 AN'PA �
2b b NCDENR
�1
1 North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] I C" �...
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver(cDncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Maurice S. Emmart, Jr. _
Company _Emmart Holdings, LLC
Address_100 Agua Vista Drive City/State_Wilmington, NC Zip 28409 County New Hanover
Phone [phone] Fax [phone] Email
PROJECT Name Saylol's Watch Townhomes- New Hanover County
PROJECT SYSTEM(S) TRIBUTARY TO Mott Creek (STREAM NAME) _Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Withers & Ravenel. Inc. — Mark Hargrove
Address7040 Wrightsville Avenue —City/State--Wilmington, NC Zip 28403 County New Hanover
Phone [phone] Jax 910-256-2584 Email mhargroveRlwithersravenel.com
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
---------------------------------------------------------------------------------------------------------------------------------------------------------------------
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
----------------------------------------------------------------------------------------------------------------------------------------------------------------
® STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges &,Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that apply Wetlands Will Be Impacted Z Yes ❑ No Wetland Impacts: —< 0.10 Acre(s)
Wetlands Delineation has been completed ® Yes ❑ No ❑ Buffers Impacted; Acre(s)
USA COE Approval of Delineation completed ® Yes ❑ No
404 Application in process w/USACOE ❑Yes ®No / Permit received from USACE []Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
---------------------------------------------------------------------------------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

i
Site
Q'
01'.
a �Q
�00
Q
CI
�o
06
421
a
5
Monkey
N Junction
O
W E
o�
U
0o
U o
13 2 Moh .
n ROad
ON
Hidden
galley ROad
aD
o anbrior
U R
°a(CY/
0
V)
,o
Myrtle
Grove 'good
Shopping
Center
Vicinity Map
(No Scale)

STORMWATER NARRATIVE
SAYLOR'S WATCH TOWNHOMES
C.iTY O iAliLi�N'OTO�N,i�.
SITE DESCRIPTION
The ± 10 acre site is located at 4702 South College Road in the City of
Wilmington, North Carolina adjacent to the Still Meadows Apartments. The site is
flat with contours typically elevation 27 or 28. The project involves constructing
82 townhomes. The site is wooded with mostly pines.
SOILS
The soils of the Saylor's Watch Project are primarily Lynn Haven and Murville
complexes. These soils are poorly drained sands; moderately permeability,
Hydrological Group "B/D and A/Y.
STORM DRAINAGE DESIGN
The primary stormwater measures include a piped storm drainage system with
curb inlets and drop inlets that convey the stormwater to wet detention pond.
The site drains to Mott's creek (classification C, Sw) that drains to the Cape Fear
River. Therefore the runoff from the 1.0-inch storm will be treated by the wet
detention pond.
i