SW8000245_Historical File_20070808

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
August 8, 2007
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 12615
Wilmington, NC 28405
Subject: Stormwater Permit No. SW8 000245 Mod.
Deer Crossing
Low Density Subdivision with a Curb Outlet Swale System
New Hanover County
Dear Mr. Ki:
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for Deer Crossing on May 25, 2007. 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 modified Permit No. SW8
000245, dated August 8, 2007, for the construction of the project Deer Crossing.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
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 eithel Linda Lewis or me at [phone].
Since
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATERIPERMIT1000245mod.aug07
cc: Phil Tripp, P.E., Tripp Engineering
Tony Roberts, New Hanover County Inspections
Beth Wetherill, New Hanover County
NCDOT Division Engineer
Linda Lewis
Wilmington Regional Office
Central Files
N`" Caro a oJI)atur P
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer —50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No.SW8 000245 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Wilson Ki and N & K Development
Deer Crossing
Myrtle Grove Road and Middle Oaks Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a 30% low density subdivision 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 for Deer
Crossing.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
1. The subdivision is limited to 119 single family lots, as shown on the approved plans, each
limited to a maximum of 2,650 square feet of built -upon area. The townhome tract is limited to
a maximum of 68,825 square feet of built -upon area. CAMA regulations may reduce the
allowable built -upon area for those lots within the AEC. The entire project area is limited to a
maximum of 540,893 square feet of built -upon area.
2. The overall tract built -upon area percentage or lot sizes for the project must be maintained at
30%, per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer
between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales
with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the
Division.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 000245 Modification
6. The townhome portion of this project proposes a curb outlet swale system. Each designated
curb outlet swale shown on the approved plan must be maintained at a minimum of 100' long
with 5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%, carry the
flow from a 10 year storm in a non -erosive manner, and maintain a dense vegetated cover.
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and
be operational for their 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 swales
or other vegetated conveyances will be repaired immediately.
3. Deed restrictions are incorporated into this permit by reference and must be recorded with the
Office of the Register of Deeds prior to the sale of any lot. Recorded deed restrictions must
include, as a minimum, the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 000245 as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon area per lot is 2,650 square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement.
Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, and coquina, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. In the case.of a lot within CAMA's regulated AEC, if the built -upon area for that lot, as
calculated by CAMA, is less than the amount shown in these restrictions, the most
restrictive BUA will be the maximum permitted limit for that lot.
h. Each designated curb outlet swale as shown on the approved plan must be maintained
at a minimum of 100' long with 5:1 (H:V) side slopes or flatter, have a longitudinal slope
no steeper than 5%, carry the flow from a 10 year storm in a non -erosive manner, and
maintain a dense vegetated cover.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with
the development except for average driveway crossings, is strictly prohibited by any
persons.
j. All built -upon areas on the project will maintain a 30' wide vegetated buffer between
impervious areas and surface waters.
k. All roof drains shall terminate at least 30' from the mean high water mark of surface
waters.
I. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the
development is prohibited by any persons.
4. The permittee shall submit a copy of the recorded deed restrictions which indicates the
approved built -upon area per lot within 30 days of the date of recording.
5. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 000245 Modification
6. The permittee shall at all times provide the operation and maintenance necessaryto operate
the permitted stormwater management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
7. No piping shall be allowed except those minimum amounts necessary to direct runoff beneath
an impervious surface such as a road or as needed under driveways to provide access to lots.
8. The permittee is responsible for verifying that the proposed built -upon area does not exceed
the allowable built -upon area. Once the lot transfer is complete, the built -upon area may not
be revised without approval from the Division of Water Quality, and responsibility for meeting
the built -upon area limit is transferred to the individual property owner.
9. Within 30 days of completion of the project, the permittee must certify in writing that the
project's stormwater controls, and impervious surfaces have been constructed within
substantial intent of the approved plans and specifications. Any deviation from the approved
plans must be noted on the Certification.
10. 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.
11. The following items will require a modification to the permit. Revised plans, specifications and
calculations must be approved and a modified permit must be issued prior to beginning
construction on the modification:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
12. The Director may determine that other revisions to the project should require a modification to
the permit.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules, and regulations contained in Title 15A of the North Carolina Administrative Code,
Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 000245 Modification
5. The permit is not transferable to any person or entity except after notice to and approval by the
Director. The Director may require modification or revocation and reissuance of the permit to
change the name and incorporate such other requirements as may be necessary. A formal
permit transfer request must be submitted to the Division of Water Quality accompanied by a
completed Name/Ownership change form signed by both parties involved, and supporting
documentation as listed on page 2 of the form. The approval of this request will be considered
on its merits, and may or may not be approved.
6. 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) which have jurisdiction. If any of those permits result in
revisions to the plans, a permit modification must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during business hours for
the purposes of inspecting the stormwater control system and it's components.
8. The permittee shall notify the Division of Water Quality in writing of any name, mailing address
or ownership changes within 30 days.
Permit issued this the 8th day of August 2007.
NORT AROLINA VIRONMENTAL MANAGEMENT COMMISSION
------ -- - - -----------------
for Coleen R Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000245 Mod.
Page 5 of 5

Permit No. SW8 000245
(to be provided by DWG )I
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
phis form maybe photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC2H .1005 through .1007.
L PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Jonathan W. Ham Phone Number: 910 763-5100
Number of Lots: 119 Allowable Built Upon Area Per Lot*: 2,650 sf/lot
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
H. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions_
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor — the appropriate percent built upon area divided by 100.
• RA Road Area — the total impervious surface occupied by roadways.
• OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots — the total number of lots in the subdivision.
• BUA/Lot — the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front line and the edge of pavement.

Low Density Supplement
Deer Crossing
D5011
Supplemental Calculation
Sheet
JWH
Project Information
Total Project Calculations
Total Project Area =
2,696,364
sf
SA =
2,696,364
sf
Townhome Area =
204,133
sf
DF =
0.25
Single -Family Area =
1,475,236
sf
RA =
178,471
sf
OA =
47,072
sf
Impervious Areas
No. Lots =
119
BUA/Lot =
3,769.31
sf
Townhome Areas
Proposed BUA/Lot =
2,650.00
sf
Asphalt =
34,804
sf
OK
Sidewalk =
8,101
sf
Buildings =
25,920
sf
Townhome Tract
Single -Family Areas
SA =
204,133
sf
Asphalt =
143,667
sf
DF =
0.35
*
Sidewalk =
1 U51
sf
RA =
34,804
sf
Buildings =
315,350
sf
OA =
8,101
sf
No. Lots =
1
BUA for.Townhomes =
28,541.63
sf
*0.35 is check for pocket of high
density
Proposed BUA/TH =
25,920.00
sf
OK
Project Densities
Total Project Calculations
Total Project Area =
20.06
%
SA =
1,475,236
sf
Townhome Area =
33.72
%
DF =
0.35
*
Single -Family Area =
32.00
%
RA =
143,667
sf
OA =
13,051
sf
No. Lots =
119
-BUA/Lot =
3,021.97
sf
Proposed BUA/Lot =
2,650.00
sf
OK
,totIIt
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RECEIV_u
MAR 0 2 2007
DWQ

Permit No. 560 9 CM Z4 j
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement for each vegetated conveyance, a low density supplement, design calculations,
plans and specifications showing all stormwater conveyances and curb outlet details, and a signed and notarized
operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossine
Contact Person: Tripe Engineering-, P.C. (Charles Cazier) Phone Number: 910 763-5100
Curb outlets to (circle one): Swale Vegetated Area
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
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.
AnnInt Initials
/'7.0i '!59
a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
c. Flow velocity is non -erosive for peak flow in item (b) above.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f Length of swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system.
h. Swales are located in recorded drainage easements.
i. Grass type(s) specified on detail.
j. Detail provided on plans.

III. DESIGN INFORMATION
Complete the following table. If additional space is needed, the information should be provided in the same -
format as Table 1 and attached to this form.
Table 1. Swale Design Information
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
V allow
(fps)
V actual
(fps)
Flow
Depth (ft)
1
0.41
0.10
0.31
0.55
1.42
2.50
2.21
0.36
2
0.58
0.15
0.44
0.55
2.01
2.50
1.79
0.47
3
0.86
0.22
0.65
0.55
2.98
2.50
2.30
0.51
4
5
6
7
8
9
10
11
..
12
13
14
15
16
17
18
19
20
21
22
23
24
25
'7
a
w, T
rh
26
27
MAY 2 5
2007
28
DWQ
29
30

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. 'Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be re -vegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
b. Swales may not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: - Wilson Ki
Address: P.O. Box-120S. Wilmington, NC 28403
Phone: — 910) 232-3730
Title: Owner
Signature:
Date:
a Notary Public for the State of V OH,� cmd 4 4- ,
County of QP.r .�'l , do hereby certify that �Qdscu+7 16'
personally appeared before me this `7 day of -14 Zc,*_tv , and acknowledge the
due execution of the forgoing infiltration system maintenafte6 requirements. Witness my hand and official seal,
WS
SEAL 4: �OTAR y'
My commission expires
_ • OB-PUBO
-
o•......... , .
///!lIIIIIIIh\\\\

_ OUICE USE ONLY
Date Received Fee Paid Permit Number
?, /n - ant*) r.. 5' 7nC01 # %S l 36U F 0OO Z¢S J
Blvd, il-i3-2CO&
HOC(- 5 ��� State of North Carolina
epartment of Environment and Natural Resources
Division of Water 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):
N & K Development Inc
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Wilson Ki President
3. Mailing Address for person listed in item 2 above:
P.O. Box 12615
City: Wilmington State: NC Zip: _28405
Telephone Number: 910-232-3730
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Deer Crossing
5. Location of Project (street address):
West side of Myrtle Grove Road at the intersection of Myrtle Grove and Middle Oaks Drive.
City: County: New Hanover
6. Directions to project (from nearest major intersection):
Travel approx 8 5001f North on SR 1148 from the intersection of NC Hwy 132 & SR 1148.
Site is on the West side of SR 1148 just south of Midway Mobile Home Park.
7. Latitude : N 340 07' 00" Longitude: W 770 52' 30" of project
8. Contact person who can answer questions about the project:
Name: Charles Cazier Telephone Number: 910-763-5100
H. PERMIT INFORMATION:
1. Specify whether project is (check one): _ New Renewal_ Modification
Form SW-101 Version 3.99 Page 1 of

3 - 2- 2ov�
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number SW8 000245 and its issue date (if known) _07/10/2000_
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
roadside swales
2. Stormwater runoff from this project drains to the Ca a Fear River basin.
3. Total Project Area: 61.9 acres 4. Project Built Upon Area: 20.06 %.
5. How many drainage basins does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
(V F45 (S (3?_�
Basin Information
Total Project Area
Townhome Tract
Single -Family Tract
Receiving Stream Name
Everetts Creek
Everetts Creek
Everetts Creek
Receiving Stream Class
SA
SA
SA
Drainage Basin Area
61.9 ac
4.69 ac
33.87 ac
Existing Impervious * Area
-
-
-
Proposed Impervious * Area
12.42 ac
1.58 ac
10.84 ac
% Impervious* Area (total)
20.06%
33.72%
32.00%
Impervious * Surface Area
Total Project Area
Townhome Tract
Single -Family Tract
On -site Buildings (Townhomes)
25,920 sf
25,920 sf
-
On -site Streets
178,471 sf
34,804 sf
143,667 sf
On -site Parking
-
-
-
On -site Sidewalks
21,152 sf
8,101 sf
13,051 sf
Other on -site (119 Homesites)
315,350 sf
-
315,350 sf
Off -site
-
-
-
Total:
X=540,893 sf
Y.=68,825 sf
1=472,068 sf
* 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

How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number SW8 000245 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 2 652 65 square feet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of thepermittedamozint requires a state stormwater management permit modificationprior
to construction.
5. All permitted rungffrom outparcels or fidure development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SW-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI, SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form;�x
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) �.
• Detailed narrative description of stormwater treatment/management�
• Two copies of plans and specifications, including: �+
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Trine Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Wilson Ki
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 214.1000.
Signature: � v ✓�—� Date: l
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 90J ? = Z¢5
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement for each vegetated conveyance, a low density supplement, design calculations,
plans and specifications showing all stormwater conveyances and curb outlet details, and a signed and notarized
operation and maintenance agreement.
L PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Tripp Engineering, P.C. (Charles Cazier) Phone Number: 910 763-5100
Curb outlets to (circle one): Swale Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
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.
nt Initials
a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
c. Flow velocity is non -erosive for peak flow in item (b) above.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system.
h. Swales are located in recorded drainage easements.
i. Grass type(s) specified on detail.
j. Detail provided on plans.

.,III. DESIGN INFORMATION
Complete the following table. If additional space is needed, the information should be provided in the same
format as Table 1 and attached to this form.
Table 1. Swale Design Information
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
V allow
(fps)
V actual
(fps)
Flow
Depth (ft)
1
0.41
0.10
0.31
0.55
1.42
2.50
2.21
0.36
2
0.58
0.15
0.44
0.55
2.01
2.50
1.79
0.47
3
0.86
0.22
0.65
0.55
2.98
2.50
2.30
0.51
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25R',
C
E
Y
R
P
26
27
MAY 2 5
2007
28
nwQ
29
30

IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be re -vegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
b. Swales may not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: _Wilson Ki
Address: P.O. Box 12615 Wilmington, NC 28403
Phone: =[phone]
Title: Owner
Signature: t-J 'VW
Date:-7--UC
I, l4- C, Beu`40 , a Notary Public for the State of )Job►
County of � ,ems , do hereby certify that I3t'I so4 J
personally appeared before me this '7 day of -I.9 Zi le , and acknowledge the
due execution of the forgoing infiltration system maintenani& requirements. Witness my hand and official seal,
D,V,/-�. SEAL : O : •�pTAR }:
My commission expires
PUB00
�Cll O �UN�``��

Low Density Supplement
Supplemental Calculation Sheet
Project Information
Total Project Area = 2,696,364 sf
Townhome Area = 204,133 sf
Single -Family Area = 1,475,236 sf
Impervious Areas
Townhome Areas
Asphalt = 34,804 sf
Sidewalk = 8,101 sf
Buildings = 25,920 sf
Single -Family Areas
Asphalt = 143,667 sf
Sidewalk = 13,051 sf
Buildings = 315,350 sf
*0.35 is check for pocket of high density
Project Densities
Total Project Area =
Townhome Area =
Single -Family Area =
Deer Crossing 05011
JWH
Total Project Calculations
SA =
DF =
RA =
OA =
No. Lots =
BUA/Lot =
Proposed BUA/Lot =
Townhome Tract
SA =
DF =
RA =
OA =
No. Lots =
BUA for Townhomes =
Proposed BUA/TH =
2,696,364 sf
0.25
178,471 sf
47,072 sf
119
3,769.31 sf
2,650.00 sf
OK
204,133 sf
0.35
*
34,804
sf
8,101
sf
1
28,541.63
sf
25,920.00
sf
OK
Total Project Calculations
20.06 % SA =
1,475,236
sf
33.72 % DF =
0.35
*
32.00 % RA =
143,667
sf
OA =
13,051
sf
No. Lots =
119
-BUA/Lot =
3,021.97
sf
Proposed BUA/Lot =
2,650.00
sf
OK
p•� OFESS/p�. �,
SEAL
-p 17374 a
-y ar
/it 'GpR
C�2-28 -07
RECEIVED
MAR 0 2 2007
'ROJ # Sub ac)DZ45 _ _
A

5/24/2007 Deer Crossing 05011
JWH 5:1 Swale Calculations
Swale Calculations
Intensity 110 = 6.3 in/hr
5 :1 swales
RH = [(5)(D) / 2(sgrt(25+1)] v
= 0.49D 1 D
A = (5D)(D) 5
= 5D2
Q = (1.49/n)(A)(RH)2r3(S)112
Q = (1.49/n)(5D2)(0.49d)m(S)12 5D
Da'3 = [(Q)(nN.49)) / [(5)(.49)2n(S)12]
Swale 1 Swale 2
Drainage Area =
0.41 acres
Q = CIA
Runoff C =
0.55
=
1.42 cis
swale length =
100 ft.
difference in height =
2 ft.
Slope (S) =
0.0200
n =
0.03
Dw = 0.07
D = 0.36 ft.
Vel. = 2.21 fps
Swale 3
Drainage Area =
Q = CIA
0.86 acres
Runoff C =
0.55
=
2.98 cis
swale length =
110 ft.
difference in height =
1.5 ft.
Slope (S) =
0.0136
n =
0.03
Dw = 0.17
D = 0.51 ft.
Vel. = 2.30 fps
Drainage Area =
0.58 acres
Q = CIA
Runoff C =
0.55
=
2.01 cfs
swale length =
110 ft.
difference in height =
1 ft.
Slope (S) = 0.0091
n =
0.03.
Dm = 0.14
D = 0.47 ft
Vel. = 1.79 fps
RECEIVED
MAY 2 5 2007
DWQ
PROJ #

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401 2
Phone: [phone] • FAX: [phone]
February 28, 2007 �X1'
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing Revised
SW8 000245 Mod.
TE 05011
Dear Linda:
In response to your correspondence dated February 8, 2007, we offer the
following:
1. The townhome tract has been redesigned and now has a density of 33.72%.
This eliminates the possibility of this area being a pocket of high density.
2. Section III.6 of the application has been revised and is enclosed.
3. A supplemental calculation sheet is enclosed.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
rQ" afib' o 2
Jonathan W. Ham, E.I. &Y.
JV,H:dcb
Enc.

OF.\NATF9
c
February 8, 2007
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 15238
Wilmington, NC 28408
Subject: Request for Additional Information
Stormwater Project No. SW8 000245 Mod.
Deer Crossing
New Hanover County
Dear Mr. Ki:
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
The Wilmington Regional Office received some of the previously requested additional
information regarding the pending Stormwater Management Permit modification for Deer
Crossing on November 13, 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:
1. As previously indicated, the density within the townhome tract alone may not
exceed 35%. The revised application received on November 13, 2006, indicates
that the proposed density within the townhome tract is almost 38%. The
stormwater rules require the applicant to demonstrate that no area of a low
density project is of such high density that water quality is threatened. Please
either reduce the density level down to :535% or provide an appropriate
engineered system for the runoff generated by 1.5" of rain from all of the BUA
within the townhome tract. The Division's request to demonstrate that the density
within the townhome tract is less than 35% is in keeping with the intent of the low
density rules and must be provided.
2. Please revise Section 111.6 of the application to show one column demonstrating
the overall density level (townhome + subdivision) at 25% or less. The receiving
stream for this project is classified as SA, therefore, the maximum density is
25%. Please show a second column with the townhome tract density at no more
than 35%, and a third column providing the density level within the subdivision
tract alone, also at 35% or less.
3. Please provide a supplemental calculation sheet since the space available on the
low density supplement is not enough to demonstrate the density levels within
the three areas requested.
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 March 8, 2007, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
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
Division is allowed 90 days from the receipt of a completed application to issue the permit. Nog- Caro ina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatergualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Ki
February 8, 2007
Stormwater Application No. SW8 000245 Mod.
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,
Linda Lewis
Environmental Engineer
ENBlarl: S:\WQS\STORMWATER\ADDINFO\2007\000245mod.feb07
cc: Charles Cazier, Tripp Engineering
Linda Lewis
Page 2 of 2

Deer Crossing SW8 000245 Mod.
Subject: Deer Crossing SW8 000245 Mod.
From: Linda Lewis <[e-mail]>
Date: Thu, 08 Feb 2007 08:22:10 -0500
To: Charles Cazier <[e-mail]>
Charlie:
Attached please find my review comments regarding the information that was
submitted on November 13, 2006.
Linda
Content -Type: application/msword
000245mod.feb07.doc
Content -Encoding: base64
._......... _................... ........................ ................ _.......... _.......... .!....................... ..... _._........................................... _.... _.... _._._._._._......._._._......... .._......... ..... _......... ........ _..................................
1 of 1 2/8/2007 8:22 AM

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
November 10, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing Revised
SW8 000245 Mod.
TE 05011
Dear Linda:
-- --- _ . _ t f
NO v 1 a 2006
'In response to your correspondence dated October 24, 2006, we offer the
following:
1. A highlighted C3 is enclosed.
2. A delineated drawing to show the area in question is enclosed. The overall
area for this portion is 177,520.23 sf. The total impervious proposed is
65,838 sf. This equates to 37.9% impervious.
3. A corrected page 2 of the application, a new low density supplement, and a
new narrative are enclosed.
4. The correct deed restrictions have been signed, dated, notarized and are
enclosed.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
zr �
Jonathan W. Ham, E.I.
JWH:dcb
Enc.

November 9, 2006
Stormwater Narrative
Deer Crossing
New Hanover County, NC
TE 05011
Deer Crossing is a 63.77 acre tract of land along Myrtle Grove Road. Approximately
40.87 acres are proposed to be developed for the purpose of building a subdivision. The
other 22.9 acres are proposed to be set aside as conservation area. The development will
be considered low -density and stormwater runoff will be treated by roadside swales.
Deer Crossing is a modification of an existing stormwater permit, SW8 000245.
Deer Crossing contains 63.77 acres and is proposed for 12.49 acres of impervious area or
19.59% of the drainage basin. Without the conservation area, the site consists of 40.87
acres, and the impervious area constitutes 30.561/o of the total area. There are 40 town
homes with 25,940 sf, 119 homesites with 2,650 sf/lot, 181,430 sf of parking or asphalt
area, and 21,374 sf of sidewalk that make up the 12.49 acres (544,074 sf) of impervious
area. Impervious areas will be treated by roadside swales and outflow to Everetts Creek,
classification SA.
NOV 13 2006
DWQ
�ROJ #

N 83'10'24" E
77,35'
TST No.9
Zj� (Off clOF 115"
SPREADER
LEVEL SPREADER
(SEE SHEET C13)
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tw
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rm e PC!k
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1A
4
47
4
Q'06'35" F 6colzqs 040
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C
? " � jF•S•�i�•;ty f
U.I. No.3
0 1 RIM 15.0
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I
0
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140
139
38
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137
136
135
134
133
132
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27
12
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125
71'
�2* E 124_7
123-
122
121
120
i
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TOTAL MIZEA 1-77/'e-7 20. Z 304 S FN/F
PERCENT- IMP. 340. 7
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to
-1..-(1) CiF.J NSSY
150
151
I
152
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154
156
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m
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s 1114
AS PARLr 31 &4 Z '7 S 9
70WORME5 2 ?__ IZ �26 klE.
,T-
, crrA I- 4p lsj 1,70 1." F

Re: SW8 000245 Mod - Deer Crossing Revised
Subject: Re: SW8 000245 Mod - Deer Crossing Revised
From: Linda Lewis <[e-mail]>
Date: Thu, 09 Nov 2006 10:05:33 -0500
To: Jonathan Ham <[e-mail]>
Thanks, Jonathan. I'm OK with the drainage area shown.
Linda
Jonathan Ham wrote:
Good morning Linda,
Attached you will find a pdf of the town home area. The red line is the
area delineation that I used for my calculations. I hope that this helps.
Thanks!
Jonathan
Jonathan W. Ham, E.I.
Civil Engineering
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC 28401
[phone]
1 of 1 11/9/2006 11:11 AM

Re: SW8 000245 Mod - Deer Crossing Revised
Subject: Re: SW8 000245 Mod - Deer Crossing Revised
From: Linda Lewis <[e-mail]>
Date: Wed, 08 Nov 2006 17:14:39 -0500
To: Jonathan Ham <[e-mail]>
Jonathan,
Before I say yes, I'd need to see a delineation of the project area that you used
to base this number on. If the project area is acceptable, a density level of <40%
within that tract would be acceptable.
Linda
Jonathan Ham wrote:
Hi Linda,
I'm currently working on your comments for Deer Crossing Revised, and I have
calculated the density within the town home portion of the overall tract.
The total area is 177,520 SF, and the impervious proposed for that area is
65,170 SF. This works out to about 36.71%. Is this acceptable? I'll be
sure to include a site data table on sheet C3 to show the breakdown of
impervious areas when I resubmit. Thanks for your help! Have a great day!
Jonathan
Jonathan W. Ham, E.I.'
Civil Engineering
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC 28401
[phone]
1 of 11/8/2006 6:16 PM

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
October 24, 2006
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 15238
Wilmington, NC - 28408
Subject: Request for Additional Information
Stormwater Project No. SW8 000245 Mod.
Deer Crossing
New Hanover County.
Dear Mr. Ki:
The Wilmington Regional Office received some of the previously requested additional
information regarding the pending Stormwater Management Permit modification for Deer
Crossing on August 10, 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:
1. Please provide a new drainage map that delineates the new drainage areas for
the curb outlet swales within the townhome part of the project.
2. Please calculate the density within the townhome tract alone. Current
interpretation allows that an individual tract within an overall low density project
may have a maximum density of 35% (SA waters). The previously permitted
project may have been permitted as overall low density, but please remember
that.modifications are subject to the current requirements and interpretations of
the stormwater rules, including wetlands and pockets of high density. Contrary to
your consultant's statement, this project has not reduced the built -upon from the
previous permit. The permit issued on July 10, 2000, allowed a maximum of
529,376 sq. ft. of BUA. This application proposes 544,074 sq. ft., which is an
increase of almost 15,000 sq. ft. The stormwater rules require the applicant to
demonstrate that no area of a low density project is of such high density that
water quality is threatened. The built -upon area within the townhome tract is
proposed to be increased with this modification. The Division's request to
demonstrate that the density within the townhome tract is less than 35% .is in
keeping with the rules and must be provided.
3. Please have your consultant recalculate the density of the overall project using a
site area of 40.87 acres. Based on the proposed BUA of 12.49 acres, the overall
density is 30.6%, which is not such high density that an engineered system
would be required. Your consultant needs to provide this calculation as part of
the application package.
4. The Deed Restrictions that were submitted are not the same as on the
documents I had sent to you. The document that was submitted is missing
several statements. I am again enclosing document "B" to be completed, signed,
dated, notarized and returned.
Nboo�nnCarolina
dvatura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Ki
October 24, 2006
Stormwater Application No. SW8 000245 Mod.
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 November
24, 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.
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 Division is allowed 90 days from the receipt of a completed application
to issue the permit.
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,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINFO120061000245mod.oct06
cc: Charles Cazier; Tripp Engineering
Linda Lewis
Page 2of2

In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built -upon" area consistent with the applicable
regulation governing the density level.
I, acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. This project proposes a curb outlet system. Each designated curb outlet swale shown on the
approved plan must be maintained at a minimum of 100' long with 5:1 (H: V) side slopes or flatter,
have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non -erosive
manner, and maintain a dense vegetated cover.
9. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
11. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development
is prohibited by any persons.
Signature: Date:
a Notary Public in the
State of , County of
do hereby certify that
before me this the day of
rsonally appeared
20 . , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
August 9, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing Revised
SW8 000245 Mod.
TE 05011
Dear Linda:
C:"" _40
1L_./ lv
AUG1
In response to your correspondence dated June 8, 2006, we offer the following:
1. A jurisdictional wetlands delineation map signed by the Corps is enclosed.
2. Page 2 of the low density supplement has been initialed and is enclosed.
3. A revised page C3 has been added.
4. A revised curb outlet supplement is enclosed.
5. The revised swale calculations are enclosed.
6. The townhome area was originally permitted as a curb outlet section and the
entire project was permitted as low density.
7. A revised sheet C3 has been added.
8. The revised plans have only slight variances from the original, permitted plan.
In fact, the revised plans have less impervious are than the original.
9. Deed restrictions are signed, notarized and enclosed.
10. A townhome typical has been added.
11. The owner's information has been corrected.
12. Filter and detail have been added to the plan.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
?onathNan W. Ham, E.I.
JWH:dcb
Enc.

O�O� wAT �I T
6 r
June 8, 2006
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 15238
Wilmington, NC 28408
Subject: Request for Additional Information
Stormwater Project No. SW8 000245 Mod.
Deer Crossing
New Hanover County
Dear Mr. Ki:
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
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Deer Crossing on April 4, 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:
1. Please provide a jurisdictional wetlands delineation map signed by the Corps.
2. Please initial page 2 of the low density supplement form.
3. Please provide a new drainage map for the townhome part of the project. The
amount of built -upon area has increased in that part, and at least one of the
previously permitted curb outlet swales has increased its drainage area and built -
upon area.
4. Please provide a revised curb outlet supplement.
5. Please submit revised curb outlet swale calculations.
' t 6. Please demonstrate low density within the townhome tract alone.
✓7. Please provide a detailed grading plan for the townhome area, as was previously
permitted. The grading plan should show proposed spot elevations, finished floor
elevations, swale inverts and the grading for each of the curb outlet swales from the
parking lot.
8. It appears that the 63.77 acre project area used to calculate the maximum allowable
density limit includes the 22.9 acre conservation area. If so, it would appear that a
pocket of high density is being created. In this case, an engineered system will be
required for treatment of the runoff. Please remember that modifications are subject
to the current requirements and interpretation of the stormwater rules, including
wetlands and pockets of high density.
9. Please have your attorney prepare the Declaration of Deed Restrictions and
Protective Covenants document for the single family lots and submit a copy to the
Division. The declaration must include all of the statements as shown on the
attached document marked "A". If you do not have a legally formatted Declaration
available, the Division will accept the form attached marked "B", signed, dated and
notarized. one
N14pithCarohna
atura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatgAualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Ki
June 8, 2006
Stormwater Application No. SW8 000245 Mod.
10. Please provide a typical townhome building dimension detail on the plans.
The previously approved plans set each building at 18' x 36'.
11. Your correct corporate name and title are required on the application: N &
K Development, Inc., is registered with the NC Secretary of State, and you
are indicated as its president. Please revise Sections 1.1 and 1.2 of the
application to reflect this. If you do not wish to involve the corporation in
this permit, please remove the corporate name from the 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 July 8,
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.
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 Division is allowed 90 days from the receipt of a completed application
to issue the permit.
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,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINFO120061000245mod.jun06
cc: Charles Cazier, Tripp Engineering
Linda Lewis
Page 2 of 2

-- - - ---- 011FIC1a USE ONLY -:
Date Received Fee Paid - — �W- -� Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
N & K Developments I�
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Wilson Ki _avwner {- eyS18 e.1f
3. Mailing Address for person listed in item 2 above:
P.O. Box 15238
City: Wilmington State: NC Zip: 28408
Telephone Number: 910-232-3730
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Deer Crossing
5. Location of Project (street address):
West side of Myrtle Grove Road at the intersection of Myrtle Grove and Middle Oaks Drive.
City: County: New Hanover
6. Directions to project (from nearest major intersection):
Travel approx 8,500 if North on SR 1148 from the intersection of NC Hwy 132 & SR 1148.
Site is on the West side of SR 1148 just south of Midway Mobile Home Park.
7. Latitude: N 340 07' 00" Longitude: W 770 52' 30" of project
8. Contact person who can answer questions about the project:
Name: Charles Cazier Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _ New Renewal _ Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number SW8 000245 and its issue date (if known) _07/10/2000_
3. Specify the type of project (check one):
X Low Density _ High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
roadside swales
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 63.77 acres
How many drainage basins does the project have? 1
4. Project Built Upon Area: 19.05 %.
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Baia Info mmariQn
Receiving Stream Name
Drainage Baso; t
Everetts Creek
iNamw laasbrt Z
Receiving Stream Class
SA
Drainage Basin Area
63.77
Existing Impervious * Area
-
Proposed Impervious * Area
12.49 ac
% Impervious* Area (total)
19.59%
j r rvi ri * surface Area Drainage Basin I �
Dta1 Bmin 2_
On -site Buildings
341,270 sf
On -site Streets
181,430 sf
On -site Parking
-
On -site Sidewalks
21,374 sf
Other on -site
-
Off -site
-
Total:
1=544,074 sf
* 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

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater managementpermit
number SWS 000245 as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. 1Vo more than 2 650 square feet of arty lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick; stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modificationprior
to construction.
5. All permitted runofffrom 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 SW-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SW-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form _jam
• One copy of the applicable Supplement Form(s) for each BMP�
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/managementL.
• Two copies of plans and specifications, including:'
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp En ing Bering P.C.
Mailing Address: 419 Chestnut Street
City: _Wilmington State: NC Zip: 28401
Phone: _(910) 763-5100
VIII. APPLICANT'S CERTIFICATION
Fax: [phone]
I, (print or type name ofperson listed in General Information, item 2) _Wilson Ki ,
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 211.1000. jp
Signature: i' ►�� —� Date: l ` C, 0
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. SW8 000245
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC2H .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Deer Crossing
Contact Person: Jonathan W. Ham Phone Number: (910 ) 763-5100
Number of Lots: 119 Allowable Built Upon Area Per Lot*: 2,650 sf/lot
* If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area — the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor — the appropriate percent built upon area divided by 100.
• RA Road Area — the total impervious surface occupied by roadways.
• OA Other Area — the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots — the total number of lots in the subdivision.
• BUA/Lot — the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front line and the edge of pavement.
Form SWU-104 Rev 3.99 Pagel of 2

(SA x DF)- RA- OA = BUA
No. Lots Lot
Calculation:
OA — Townhomes & sidewalks = 47,294.2 sf
RA = 181,430.1 sf
(2 7.77,821.2 x .25) — 181,430 — 47,294 = 3,913.71/Lot
119
2,650 sf < 3913.71 sf OK
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

f
April 3, 2006
TRwp ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]`'"�
APR 0 4 2006
Y:
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing
Permit No. SW8 000245
TE 05011
Dear Linda:
We are requesting a modification to existing permit SW8 000245. Enclosed
please find two (2) sets of plans, one (1) signed original and one (1) copy of the
application form with narrative, one (1) low density supplements, two (2) sets of
calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Jonathan W. Ham, E.I.
JWH:dcb
Enc.

November 16, 2005
Stormwater Narrative
Deer Crossing
New Hanover County, NC
TE 05011
Deer Crossing is a 63.77 acre tract of land along Myrtle Grove Road. Approximately
27.11 acres are proposed to be developed for the purpose of building a subdivision. The
development will be considered low -density and stormwater runoff will be treated by
roadside swales. Deer Crossing is a modification of an existing stormwater permit, SW8
000245.
Deer Crossing contains 63.77 acres and is proposed for 12.49 acres of impervious area or
19.59% of the drainage basin. There are 40 townhomes with 25,940 sf, 119 homesites
with 2,650 sf/lot, 181,430 sf of parking or asphalt area, and 21,374 sf of sidewalk that
make up the 12.49 acres (544,074 sf) of impervious area. Impervious areas will be
treated by roadside swales and outflow to Everetts Creek, classification SA.

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TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 24, 2007
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Deer Crossing Revised
SW8 000245 Mod.
TE 05011
Dear Linda:
In response to your email dated May 22, 2007 we offer the following:
1. New 5:1 swale calculations are enclosed.
2. A revised page 2 of the curb outlet supplement is enclosed.
3. A highlighted C-3 is enclosed.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
;Jonathan W. Ham, E.I.
JWH.iih
Enc.

Deer Crossing
Subject: Deer Crossing
From: Linda Lewis <[e-mail]>
Date: Tue, 22 May 2007 16:10:01 -0400
To: Jonathan Ham <[e-mail]>
CC: Ed Beck <[e-mail]>, Tripp Engineering <[e-mail]>
Jonathan:
The Division received previously requested additional information for the subject
project on March 2, 2007. You have reduced the BUA within the townhome tract to
below 35%. In making this change, the swale drainage areas were also changed. The
only things lacking to issue this permit are revised swale calculations reflecting
the new drainage areas and BUA's, a revised page 2 of the curb outlet supplement,
and a revised DA map for the curb outlet swales.
Please submit this information prior to June 21, 2007. The permit has been
drafted and upon timely receipt of the requested information, the permit will be
issued.
Thanks,
Linda
1 of 1 5/22/2007 4:20 PM

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2 8" GV 83 N, -0 �.8"x2" EDUCER
1 10 81 1� 80- 79 .0 Clk
2 Q 00.0- 70 E-i
- E-4
2/5"9--VER�ERV!�-Mlii 37 aPi ZLJ
*0•
OVERLAY T ICT ACK I
>1 69
/ /• + "`
mi
SSMH NO. 2G .0000,
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1V (1) 8"CROSS
38 1
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64
1�f (1) 6 S,�, DATA
- - ----- / ------ / 55 SSM NO. 2E 6a //,, A!,� 04
/"54 Al (1) 2" GV 0
39
------ SMH NO.'2F 63 (1) F.H.ASS L" yING
5" FES 18.05 4% co
wl IANGLES w/ 5'x 1 'x 18" ED (1) 8"x2" REDUCER AREA' (GROSS) 61.9 ACRES
< 0 INTERSECTI NS \<TYP� -- 65 18 (1) 8"x6" REDUCER
3:: 40 53 56 21 ST No.2 N/F FROPOSED BUILDING AREA 25,920 SF Z
V)
I T, SMH WALTER C. & SUSAN B. WALLS F""'OPOSED ASPHALT AREA 178,471 SF
7: (1) F.H. ASSY.-/ SSMH/ NO. 2H .000, D.B. 1160-1175 M.B. 32/226 F'�-��OPOSED CONCRETE AREA 21,152 SF
PUBLIC DRAINAG'E EASEMENT
06400 ON 0
41 Lf)
Constrvat 0 SSMH �10. 5A < 4.6 .11 TliH'S PROJECT NOT LOCATED IN A FLOOD ZONE W:4 $-q
z -57 TST No.3
/-� /---/ a 6 d
52 " j
ONCE STABILIZED
CONSTRUCT Q)
w (11 G.- AS PERMENANT STORAGE Z C:) cr)
58 ;_q
42
51 61 DAM. SEE DETAIL LO Lo
ON SHEET C1 3. APPROVED,� U)
0 1 1
-S NO. 5B
\SSM1111111 91
110 NORTH CAROLINA ENVIRONMENTAL
z co co
,-,- ,-� ,-- y
43
50 60
MANAGEMENT COMMISSION�- 59 PASSIVE OPEN z
LEGENQ
SPACE 17,756 SF DIVISION OF WATER QUALITY- o i
V1
0i DROP INLET W/INLET PROTECTION
49 N
w 0) 0)
2
?PUBLIC DRAINAGE EASEMENT F-
unrise- La
CONSTRUCT
EDUC
0 S
FPEREN,
0 M
0 n STORAGE (SEE %
'k 14, 41 \91 No. 1 CONCRETE AREA
45' loop
0
LANDSCAPING w/AREA 0) 0
V-4 4
General Notes: 4 Cd @
\11 41 W 46 E=4
Site
"i ory
n Rd
b
Oaks
�3'1 -SWALE No.9
........ ..... .
IV
'41
141,
'41
--4-
TST �No. 19
V
B ASSY
SSMH NO. 2J
41 1�­ --41
BARRICADE TO PREVENT ACCESS
41
TEMP. CUL-DE-SAC
& STUB FOR FUTURE
-OUT
DEVELOPMENT.
41
TST No. 18
N/F
64D
AUDREY S. & CHARLES C. YOUNG
D.B. 1709-0430 (REF.
D.B. 964-271)
,-,-- ,--- ,-
-� 4?
SITE P LAN
3
No
RM NME
S-69
SCALE: 1 100'
6
1
2
DEER HILL DRIVE
GENTLE SLOPE DRIVE
EIP
3
4
FAWN SETTLE DRIVE
WHISTLE VALLEY DRIVE
N/F
BAR SCALE- 1 100
5
BEAVER WOODS PLACE
GEORGE A., JR. & MARY LORE MOORE
6
7
SETTLERS DREAM PLACE
HOPE PLACE,
D.B. 1411-1247 (REF. D.S. 964-271)
INEW
1001 so' 1o01 200' 300
ana1" ire myaran-E LOCU110n5
, �
Scale: 1 = 400'
Curve
Radius
Length_
C1
704.21'
337.32
C2
525.00-
250.67'
C3
920.19'
512.77'
C4
310. 00'
177.67'
C5
525.00'
180.72'
C6
310. 00'
188.32'
C7
312.50'
276.43'
C8
525.00'
785.55'
C9
312.50'
174.60"
C10
310.00'
213.72'
C11
310. 00'
97.23'-
1. Total Tract Areas: 63.77 Acres±
x 29.63 EXISTING SPOT ELEVATION
EG
PROPOSED SPOT ELEVATION 2. Zoning District: R-15 (Residential)
to
STORMWATER RUNOFF DIRECTI ',*40TES:
x TSF x X TEMPORARY SILT FENCE t 10' UTILITY & DRAINAGE EASEMENT PROVIDED
LONG THE FRONTAGE OF ALL LOTS.
TEMPORARY SEDIMENT TRAP ALL SWALES TO BE LOCATED IN A PUBLIC
,)RAINAGE EASEMENT.
LIMITS OF DISTURBANCE 3. ALL ROADS SHALL BE PUBLIC AND BUILT NCDOT
STANDARDS.
4. THERE SHALL BE NO ENCUMBERANCES. WITHIN THE
CERTIFIED 404 PUBLIC R.O.W.
,41y W y 5. STREETS TO BE BUILT ONLY WITH NCDOT
WETLAND AREAS 1.25 ACI.± APPROVED MATERIALS.
6. WATER BY AQUA NORTH CAROLINA
7. SPEED LIMIT ON MYRTLE GROVE ROAD (SR 1492)
A/
IS 45 MPH. WE DO NOT PROPOSE A CHANGE TO
WETLAND AREA TO THE EXISTING SPEED LIMIT.
BE FILLED - 3157 S.F.
"WETLAND DELINEATION
< 1/10 AC-)
IS PRELIMINARY RECEIVED
PERMANENT C.O.D. (WETLAND 1, AR 0 2 2007
DELINIATION UNDETERMINED)
AREAS (22.9 AC.±) DWQ
WETLANDS COMPILED FROM PROJ #
FIELD INVESTIGATION BY:
MITCHELL & ASSOCIATES, INC.
BUILDING D / SUITE A -FED
DATE PRIN
3975 MARKET STREET
WILMINGTON, NC 28403 FEB 2 8 2007
a
S E A L
17374
GREGO�;,���''
DATE 02-27-07
DESIGN PGT
DRAWN JWH
C 2
SHEET 2 OF 14
r 05011 1

13
Golden
Grove
po Heathdiff
0 Road
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co
x I
M 0 W+E
M
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0. S
M
Knoll Rd.
Site 0ct,>
:
-410 Oaks Of
ood
/-a
Paton
,
anda
e
ornt 00d
Sand Bar Lane
Williams Road
unrise Lane
, .
11P IP*
viciWix Map
(N TS)
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ono
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9
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x- x- x x- G E- 60r��
NA2E 29,63
It 60' DRAI
7....�. -/� &"UM-11 T EXISTING SPOT ELEVATION
25 26*56'26W W. .................. 5 -02"
EASEMENj .70 TST No.10 PROPOSED SPOT ELEVATION
140.75W, V 111.2 DROP INLET w/INLET PROTECTION
32,25 ' 472.1'
STORMWATER RUNOFF DIRECTION
or
Mr
MENI. CONCRETE AREA
LIMITS OF DISTURBANCE
M A n TSF
&V& JL L%P.L J6J." %A.Lw%.R V J-j A 1b %WR jg"34" TEMPO
RARY SILT FENCE
X TSF TSF TSF
lil000mloiltw x W- 4- x- Y- -P-u x x -i TRAFFIC DIRECTION
-T-M III 111111wpm *man" -4A;� 409a--=-.=L 111� suilaw MOM"
R 15' TRAFFIC ROAD MARKERS (SEE DETA
TST No. 17
LIMITS OF DISTURBANCE NOTES:
1) SWALES NO.1 & NO.3 TO BE LINED WITH
50' GRAVEL CONSTRUCTION ENTRANCE l��
SCALE
EXCELSIOR MAT AND SEEDED, OR SODDED.
2) Total Parking Spaces Proposed: 80
FOR TURNLANE AND STRIPING DETAILS
Handicap Parking Spaces: 7
(SEE SHEET 3A)
CC TYPICAL �.� TOWN HOME
W,
IREVISIONS
N/ Date I Description I By
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40fSS1
S E A L
17374
GREGO�
/01111110\0
DATE 02-27-07
DESIGN PGT
DRAWN JWH
SHEET 3 OF 14
DATE PRINTED 05011
U 43 8 L2 a a

RUBBER GASKET 8"1
Ir
BASE REQU` ED FOR
< DEEP)
REQUIRED FOR < DEEP)
_60"0 DROP MANHOLE
NTS
STEEL OR WOOD POST
WIRE FABRIC
FILM FABRIC
FABRIC
WIRESI L
J
= I I ANCHOR FABR� SKIRT
6 AS DIRECTED BY ENGINEER
I M O
3
U U
NOTES:
1. FENCE FABRIC SHILL BE A MIN. OF 32" IN MqM AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL. AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE W-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN f 9 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT FEN', E
NTS
1 EMPORARY
SEDNIEM'
7iilAP
TARE
No.
DISTURBED
AREA (Ac)
cu.
LENGTH
(FT)
WIDTH
(FT)
DEPTH
(Fh`
PROVIDED
CO UfMt.
1
1.27
7-286
230
5
2
2300
2
1.17
2106
220
5
2
2200
3
0.89
1602
170
5
2
1700
4
0.57
1026
110
5
2
1100
5
0.69
1242
130
5
2
1300
6
0.57
1026
110
5
2
1100
7
0.52
936
100
5
2
1000
8
0.89
1602
170
5
2
1700
9
0.46
828
90
5
2
900
10
0.32
576
60
5
2
600
11
0.55
990
100
5
2
1000
12
1.31
2358
240
5
2
2400
13
0.13
234
25
5
2
250
14
0.18
324
35
5
2
350
15
0.36
648
65
5
2
650
Is,
0.43
774
80
5
2'
A -cc
17
0.27
486
50
5
2 500
18
0.35
630
65
5
2 650
19
0.35
630
65
5
2 650
20
0.11
198
15
10
2 300
PIPE SIZE AS
��
FINAL
ON y t
• CLASS
INNI 6* MIN. CLASS
I -STABLE
• •-FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCnLE IRON PIPE
PIPE BEDDING DETAILS
• C• • +r
. ► lI I�
tt M To« • GRAVELVAI
BOX
CONC. APRON
24'4 OR 50.
GRADE I
3MIN.
COMPACTED _ CONCRETE SPACERS FOR -� MH
STONESTEP
. .
' W
CONCRETE FLUME SECTION A -A I
NTS
4P 00 1MIN.-CAST MANHOLE c
6"MIN. WALL THICKNESS y N • 1�
- 69R 4" DIA. BARREL
MN. WALL THICKNESS W� C
FOR 5' DIA. BARREL. - -`
I
P •D • 4: s - • 6' GATE VN_VE I _ W TYP.
, .,. 3. - w NON-SHtIMCNiG , �
"': _-•� :- ro 1 GALV. 1/2 U-ANCHOR 1" ppt a
1 00 ... BOLT END AROUND HYDRANT FOOT
0 0 0 010 000 ova u_ o 0 0 000 000 0D o c ! I BOOT AS SHOWN
1---2'-0' MIN.-------1 CONC. BLOCIONG. POURAGAINST t >
Ir
MIN. COMPACTED STONE GROUND UNDISTURBEDMINIMUM 8' STONE
CONCRETE FLUME DETAIL METER
BEINMNG FouNDATION boo°a°� � � �M L°°o°o`
°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°
NTS o00000000°00o0°°0°00' o0 0�-
_r _o_°_o_o_°_°_o_°_o_o_o_ o..o_o_o_o_o_o_o o_o_o
20 GA. WELDED 4 x 4 PRESSURE TREATED POST
WIRE FABRIC 5' O.C. WITH 3' MINIMUM BURY.
FLOW i
WITH STORAGE RIP RAP STONE BEYOND
SECTION
LINE DAM BOTTOM WITH FILTER FABRIC
WIDTH
A
3"RAD �,EX{STING GRADE
x 4 PRESSURE TREATED POST
20 GA. 1h'!FDIED5 O.C. WITH 3 MINIMUM BURY.
s
WIRE FABRIC RIP RAP
NE DAM BOTTOM WITH FILTER FABRIC
CROSS SECTION
an
A
- SPILLWAY
�aw--,7
tmm-A
UNDISTURBED
C 0111 NIF_L. BOTTOM
CROSS SECTION
ROADWAY
WATER METER BOX
2" GATE VALVE
OR PLUG VALVE 2"
THREADED
2" PIPE METER BOX
BRICK BASE ON
SADDLE OR UNDISTURBED GROUND
CORPORATION STOP
WATER MAIN - NOTE: SEE SPECIFICATIONS AND BID SCHEDULE
FOR PIPE MATERIAL REQUIRED.
•
PILE, (SEE DETAILS BELOW)
KCAL 2 BL =EL DETAIL
NTS
VALVE BOX ___VALVE BOX COVERS -
GRADE
REINFORCED
GRADE REINFORCED r CONC. COLLAR
JG TYPICAL� COLLAR j TYPICAL
0
� $" r,AT� VALVE • z
6" GATE VALVE R WITH, 2 OPERATING -
M/�y` WITH 2 OPERATING ALVE BOX NUT VALVE BOX
\\ THREADED
WATER » THREADEDLJAII
A 8" SCHEDULE COUPLING
COARSE AGGREGATE ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE,
NTS
SECTION B-8
6 SCHEDULE COUPLING 40 PIPE
MAUI 40 PIPE
CONC. PAD CONC. PAD
2-3/4.0 STAINLESS 90' ELL 2-•±L TIE
STAiNLE55 � 90' ELL
STEEL TIE RODS TAMPED BACKFlLL N! W TAMPED BACKFlLL
NUTS k WASHERS
8" BLOWOFF DETAIL
s BLOWOFF' DETAIL NTS
NTS
knUSH PAVED I OTHER OTFI:R F&M OF £
a a i ar • �' '�
r• �• • a• r ,Ir
dal - a dr ••� '«-,�
l ANT
1
.
5 TYP
(MANUFACTURERS)
1. WLCAN
. `
1" PER
Rr EQUAL
FOOT
Fz M
MINIMUM 8' STONE
°�goo°oq
•7
I o-0eooe BEDDING FOUNDATKNN
t.::li.!! � a . •
•, • al • • a. 1 aa•
lily
1" 6" 1w
8w
CTI A -A
NO
NOT �ournoN FOR CLARITY.
CARRIER PIPE
HIGHWAY
CASING PIPE
PIPE SUPPORT ASSEMBLY
MARK NUMBER
DIMENSION
NOMINAL
0.
O.D.W
1
2
3
4
A
B
C
12"
13.2
20.0"
0.25"
8"x2"xt/4"
"x1 3/470/4"
6"x1/4"
3/8"4
17.7'
1 3/4
3/4"
10"
11.1
24.0"
0.25'
8"x2"xi/4"
'x1 1/2'x1/4
6 k11V
3/8"e
VARIES1
3/4
3/4"
$
9.05
16.0'
0.25'
8"x2"xi/4"
6"x2"x1/e
6'x1/4"
3/8*0
14.05'
1 3/4
3/4'
6"
6.90
12.75
0.188"
8"x2"x1/4"
"xi 1/2 z1/4
6"x1/4'
3/8-0
10.90'
1 3/4
3/4"
4"
4.80
12.75
0.188'
8"x2"xi/4"
'xt 1/2 0/4
6NII/4"
3/8"0
10.90'
1 3/4
3/4"
NOTES -
PERK J01a D'Ir�' PART W.ON NT, USE ONE SUPPORT 3. PARTS FABRICATION.
AINILESS �ASSEMBLY
2. CASING PIPE MATERIAL iS STEEL. 4. STAINLESS STEEL NUTS AND BOLTS.
ENCASEMENT DETAILS
INITS
II=
s N*MR *E/EAOP �rle 10 X nIlnV�II'% nr ME' aff
ar-G ruyr► ancu run Lvwinury E ALL -MI� 69"WF=X
_ - NOTES: s 161 RW M7M Sf�Mu Ater X L=T0 Alf A!ll WYS
- - 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
�h- - WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALL BE ONE FOOT.
W 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
STONE SECTION A' -A 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
900 CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS).
Off AW A1EW M
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY n''x" Sarr cam nusie
AS TO LIMIT SILTATION. RM I "Mm
TEMPORARY SEDIMENT TRAP DETAIL
NTS l .&r � M0 Iry aw
An
1" DiA H.D.6. U BOLTS W/3"
0.6 WASHERS AND NUTS (ALL STAINLESS STEEL)
-12" 401 PROTECTO CERAMIC LINED D.I.P. SEWER MAIN
12" 401 PROTECTO CERAMIC LINED D.I.P. FORCE MAIN 12" GRIFFIN SNAP LOCK
30' CUT TOP 0 30' AND R.O.W. OR 401 PROTECTO CERAMIC
SEAL WITH COAL TAR LINED DUCTILE IRON PIPE
TREATED
LANDSCAPE
TIMBER
0 0
Q 0
0
W U! C.I. BOX
Cn & COVER MAX. 45'
C � 1XW LONG SWEEP
;aa AS REQ D TO REACH
•tom MO Z OPTIMUM DEPTH
O W
VARIABLE SLOPE
1.5% MINIMUM
(18" GLUE CAP) COMBINATION MAIN
NOTE: MINIMUM 3 FEET OF COVER
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
I Itot-%L >r 5 1 DE IF
8" DIA. CLASS 2.5 CCA
PRESSURE TREATED PILING
"'-3* #30 FELT
DIA. H.D.6. BOLTS W/3"
0.6 WASHERS AND NUTS (TYP)
2"x 12" CLASS 2.5 CCA
PRESSURE TREATED
IStILt+Jr'
ff ar
-Ksr cmr
R"
:3 o z SFIU?;R1.. 20' ASPHALT LDR. DITC
n.
W U) Z _
O " » O
°` SLOPE 1 2""/FT. le,
TO GRADE / STONE - nor-nnLi 3.1 ��
PAVEMENT SLOPE TO MADE
TYPICAL EXISTING _ g0' ROW PUBLIC STREET X-SECTION
NTS (W/ No Curb & Gutter)
W VARIABLE R
z
VARIES 5'
a MIS
o ASPHALT PAVEM
METER BOX--, a
L J �,
OE:::WATER MAIN
CORPORATION STOP-`
STANDARD WATER SERVICE DETAIL
NTS
10' UTILITY 10' UTILITY
& DRAINAGE & DRAINAGE
ESMT. 50' RIGHT-OF-WAY ESMT.
6
%S ILLDR 20• LDR. DIT
4" � 1 '
4.1 MAX. 4
1 �r 1 1 2"
SLOPE
TO GRADE ♦ 8" 2" SF 9.5 A ''~ 1 MAX.
♦ i ABC (typ. oil atreeta) 4.1 M �� SLOPE
TO GRADE
(Streets `A,B,C,D&E")
HICKORY KNOLL AND A PORTION OF ROYAL OAK
Typled Public Street X-Sedan
(w/ No Curb & Gutter)
ems• orry unrn
4,
• r a►0,0100
�,I�° • rtmsa
�
COMPACTED \
eAac FiLL
FOR STAW 14W. RE%3Mtt 2' SURFACE St 8' BASE
FOR SWEN It ORtVEwIAM 2" SURFACE d: 8" &W
FM PAWMC`UOT FIPAIF>» 2" SURFACE & 8" BASE
.. ENT REPAIR DETAIL
10'
VEGETATED
FILTER
15"` CMP
(SPLIT IN HALF)
BURY TO EXIST.
NATURAL GRADE
AL AL AL
EXISTING NATURAL AL AL
AREA TO REMAIN
UNDISTURBED
PLAN VIEW
L DAIL
NTS
ELEV. 19.25
ELEV. 19.00 50' VEGETATED FILTER
EXISTING NATURAL
AREA TO REMAIN
UNDISTURBED
1 /2 SECTION OF
15" CMP x 10' LENGTH
CAS SECTM
-
Uffn DFF
NTS
LATE MIINTER do EARLY SPRING REVISIONS
40't TEMPORARY GRASSING DETAIL --
SEEDING MIXTURE Date Description By
12" GRIFFIN SNAP LOCK SPECIES RATE (Ib/ocre)
OR 401 PROTECTO CERAMIC Rye (grain) 120
LINED DUCTILE IRON PIPE Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
_ Korean in Mountains) 50
Omit annual lespedezo when duration of temporary cover is not to extend
beyond June.
SEEDING DATES:
t Mountains -Above 2500 ft: Feb. 15-May 15
INV. 23.16
Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
PILE
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
tural limestone and 750 Ib/ocre 10-10-10 fertilizer.
SPRING -SUMMER MULCH
PERMANENTGRASSING DETAIL APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
SEEDING MIXTURE OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
SPECIES RATE (Ib/OCre) USED AS A MULCH ANCHORING TOOL
PENSACOLA B4HIAGRASS 50
SERICEA LESPEDEZA 30 MAINTENANCE
COMMON BERMUDAGRASS 10
GERMAN MILLET 10 Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
TALL FESCUE 50 mediately following erosion or other damage.
SEEDING NOTES TEMPORARY SUMMER GRASSING DETAIL
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- SEEDING MIXTURE
COME A PEST. BERMUDAGRASS MAY BE REPLACED WiTH 5 lb/acre CENTIPEDEGRASS.
SPECIES RATE (Ib,Gocre)
SEEDING DATES GERMAN MILLET 40
APRIL 1 - JULY 15 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
® SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SOIL AMENDMENTS SEEDING NOTES
RBED SOIL APPLY LIME ;AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre MOUNTAINS - MAY 15-AUG. 15
:E GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. PIEDMONT - MAY 1-AUG. 15
1 COASTAL PLAN - APR. 15-AUG. 15
® SECTION -PLUG SOIL AMENDMENTS
PLAN -BEND MULCH
APPLY 4,000 Ib acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE FOLLOW RECOMMENDATIONS D D 75 LB SOIL TESTS - APPLY 2.000 LB/ACRE GROUND AGRICUL-
/ TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
0 ® MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
® _ RBED SOIL USED AS A UULCH ANCHORING TOOL
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
•'r ® MAINTENANCE OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL. q
PLAN -TEE SECTION -BEND & TEE REFERTILIZE ?THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH I `
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. MAINTENANCE
CONCRETE BLOCKING F
NT5 F! RTEGROWTH
FULLY
ADEQUATE. RESEED, REFERTILIZE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OROTHER DAMAGE.
PERMANENT GRASSING DETAIL w 0
SEEDING MIXTURE FALL GRASSING DETAIL
�ED:D AN RAED� REIRSP (+ � ATE Ob/acre) SEEDING MIXTURE
RING AM COVER ACT TALL FESCUE (BLEND OF TWO OR
SSPECIES
SURFACES INM THREE 'IMPROVED VARIETIES) 200 P I RATE ib O re
BEARING
OF COOVER ON RING. RYE (GR/JN) 25 Rye (grain) 120
TIP SEEDING MATES SEEDING NOTES
4 A JANUARY - APRIL
AUGUST - DECEMBER MOUNTAINS - AUG. 15-DEC. 15
5 SOIL AMENDMENTS COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 T/"\
" APPLY LIME i,:ND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 lb/acre 1
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND SOIL AMENDMENTS
BOTTOM OF COVER 1,000 lb/acre 10-10-10 FERTILIZER.
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH 0
MULCH
APPLY 4,000' Ito acre GRAN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
t 0
2--2 1/4» MULCH. ANCHiOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
= APPLY ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, Z Z
M E` LNG WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
N BE USED AS A MULCH ANCHORING TOOL. OR A MULCHULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL. �I /'�
l � j)
F MAINTENANCE MAINTENANCE
FERTILIZE A&ORDING TO SOiL TESTS OR APPLY 40 Ib/ocre NITROGEN IN JANUARY Repair and refertilize damaged areas immediately. Topdress with 50 Ib/ocre Q I�
OR FEBRUARY, 40 Ito IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8, of nitrogen in March. If it is necessary to extend temporary cover beyond
16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) 0 Z
WARM WEATHL-R, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, or Korean (Mountains) lespedezo in late February or early March.
2'-2 AS
ANDMULCH
DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
MINIMUM 1w�EiGHT�s.•
- 12o Las.
SECTION A -A r� F
SITE WORK NOTES: V
MANHOLE FRAME AND COVER 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONUTtONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 1.4 Z
NTS 2. CLEAR.i�0 CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS �� F
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. �„*!
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. w
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
C HIGHWAY 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
NOTES: R,fiW R�UV DUCTILE IRON 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
THE FOLLOWING NOTES APPLY TO ALL CASNI P11 1E CARRIER PIPE EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND •
HIGHWAY CROSSINGS AS SHOWN ON I 45' TIN. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
THE PLAN - PROFILE SHEETS. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
1. ALL SEWER PIPE FROM MANHOLE TO PROPERLY PERMITTED FACILITY AS REQUIRED. •
MANHOLE AT HIGHWAY CROSSINGS I ( 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
SHALL BE DUCTILE IRON.. EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS r-1
2. CASING PIPE SHALL BE STEEL WITH A I MiN. YIELD STRENGTH OF 35,000 P.S.I. PLANI IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
3. INSTALLATION OF CASING PIPE SHALL BE HIGHWAY BY DRYBORING do JACKING. THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. co
. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ � �
4. INSTALLATION OF CASING AND CARRIER TOP OF CASING RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH CV
PIPE SHALL CONFORM TO DEPT. OF EXTENT i CASING TO APPROPRIATE PERSONNEL.
TRANSPORTATION MANUAL "POLICIES AND LINE IN C TOP M A MIN. OF 5'PAST
PROCEDURES FOR ACCOMMODATING SECTIONS. irk TOE OF FILL SLOPE 11. EXISTING SURVEYING PERFORMED BY WITHERS & RAVENEL AND SUPPLIED BY THE OWNER. Z co
UTILITIES ON HIGHWAY RIGHTS OF WAY". "i 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
5. CUT A LENGTH OF PiPE SUCH THAT A THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER •�
JOINT EXISTS AT BOTH ENDS OF THE PRIOR TO INSTALLATION. �!
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT !"""1 0
6. GREASE ENCASEMENT AS REQUIRED PIPE SUPPORT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
FOR EASE OF INSTALLATION. ASSEMBLY. SEE 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MiNIMUM OF 36" COVER
DETAIL THIS SHEET. aj
7. ENCASEMENTS SHALL EXTEND FROM DITCH FILL ANNULAR SPACE AT FINAL GRADE.
UNE TO DITCH UNE IN CUT SECTIONS, WITH CRUSHED STONE 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
5' BEYOND THE TOE OF SLOPES IN FILL AT EACH END OF PIPE. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
SECTIONS,, AND 3' BEHIND CURB SECTIONS. CONTRACTOROF THE COMPLY O
co
HIGHWAY CROSSING DETAIL 16. ALL PAVEMENT,T, BASE AND SUBGRADESHALL CONFORM TREQUIREMENTS. O NCDOTSTANDARDS INCLUDING 1--1 �•I '� T-4 W
NTS WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS LO Lo (3
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT 4
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. I I
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT +a Z co c �
ANY DISCREPANCIES TO THE ENGINEER PRiOR TO INSTALLATION. ALL AREAS SHALL BE co co a
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. w r*.- r- W
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
`-- AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. -f-a 0 O z
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A U1 w
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, a Q) 0) a
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
NIGHT REFLECTING. Po.4 U
�� •
S�• 20. DUCTILE IRON SHALL BE CLASS 50. r-N Q)
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE o
�5' R STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. 0)�"1 p N
. �
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR e� U
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR. F-1 'qll P-4 Pr.4
\ CONSTRUCTION SEQUENCE:
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
25' R 35R EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). x
2. NO SEDIMENT WILL. BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
13.5' 13.5' 10' UTILITY & DRAINAGE INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING N
ESMT. (TYP.) BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CH!.( f< DAMS, FTC N
, INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFiI I•' Itt GIrlNING
18 CONSTRUCTION. O
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. • \\��� 11 i�ii�I Ip1 / /////
45 10'x70' SITE TRANGLES (TYP) 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
R/W DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PR .••'E c ..
30' R FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTR
30 R 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM S E A L
----- ENTERING STORM DRAIN PIPING. ` "U
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 17374 -
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �� ••
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. �-
C14 C) ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. ���/,p'�c• f ' 1�`\�
9MAINTAIN ALL EROS{ON CONTROL MEASURES UNITL PROJECT IS COMPLETE
16. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF TH.OSE ON THIS ��yi/E I I
..�. .�» PLAN PROVE TO BE LESS EFFECTIVE.
10' UTILITY ESMT. 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONST TION,
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPL ON.
10' UTILITY 10' unuTY DATE 02-27-07
dt DRAINAGE dt DRAINAGE
ESMT. 45' RIGHT-OF-WAY ESMT MAINTENANCE REQUIREMENTS: DESIGN PGT
sHLOR 6' 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
18 LDR. DIT SITE. PERIODIC TOP DRESSING WiTH TWO INCH STONE MAY BE REQUIRED. DRAWN JWH
2. 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
3SLOPE� 1/2"%F-- "�--- �4 /FT. 1/4" -=�1�2" PRACTICES AS DESIGNED.
TO GRADE �~ 8 J �--2" SF 95A ---_ .�,, - 3:1 MAX. 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.Cj
s ABC 3:1 MAX
E SLOPE BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
TO GRADE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
(Streets ' F, G, H &J') 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION C13
WHEN IT :BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
Typical Public Street X-Section REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
(w/ No Curb & Gutter) TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, SHEET 13 OF 14
DENSE VEGETATIVE COVER.
200E
BLOCKING
DIMENSIONS
PIPE SIZE
UP TO 10"
4'-0"
2'-6"
1'-6"
12" TO 18"
5'-0"
4'-0"
2'-0"
18" TO 24"
8'-0"
6'-0"

I
NTS
11
4
PLAN
WITH COPING REMOVED
QDIPV PrNDIKIP-
GENERAL NOTES:
ALL DROP INLETS OVER 3-6" IN DEPTH TO BE PROVIDED
WITH STEPS 1'-2" ON CENTERS, STEPS SHALL E IN
ACCORDANCE WITH STD. 840.66.
CLASS "B" CONCRETE TO BE USED.
ALL MORTAR JOINTS ARE TO BE 1/2 ± 1/8-
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF
THE BOTTOM SLAB.
BRICK MASONRY DROP INLET NOT TO BE USED IN
LOCATIONS SUBJECT TO TRAFFIC.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK
OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN
LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00.
FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0"
IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL
AND 8" WALL FOR THE REMAINING 6'-0 QUANTITIES
TO BE ADJUSTED ACCORDINGLY.
29-6"
FEB
V\"/\
\1'\A
/Xl
A -A 4
E4-
SECTIQN Y-Y
DIMENSIONS AND QUANTITIES
DIMENSIONS OF BOX & PIPE
CONC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
D
A
B
H (MIN)
CU. YDS.
C.M.
R.C.
12"
31-0ff
2*-0"
21-8"
0.267
0.313
0.037
0.871
0.020
0.032
15"
, 3l-O"
2*-0"
3*-0"
0.267
0.313
0.037
0.976
0.031
0.047
18"
39-0#t
29-099
3'-5"
0.267
0.313
0.037
1.106
0.044
0.065
24"
3'-0"
2'-0"
4'-0'
0.267
0.313
0.037
1.289
0.078
0.113
30"
3'-0"
1 2'-0"
4'-3"
1 0.267
1 0.313
1 0.037
1 1.367
0.122
0.170
SEE IN ACCORDANCE
WITH GRASSING DETAIL vy/
z
SEE SITE PLAN FOR INVERT
ATYPICAL GRASS SWALE
NTS
TYPICAL GRASS SWALE
=N m
TYPICAL GRASS SWALE.,
VP
5#
STORAGE SWALE DETAIL
w CL
w
>
IL
4'f SIDEWALK
3000 PSI
CONCRETE
R.O.W.
TREATED
LANDSCAPE
TIMBER
ih
C.I. BOX
8a-
& COVER
X)
z
cc
315
cc
COMBINATION----,,
MAX 45' SWEEP
BENDS AS REO'D
GLUE CAP)
\-(18-
MAIN ANGLE
AS REQ'D
NOTE: MINIMUM 3 FEET OF COVER
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
TYPICAL NEAR
SIDE
SEWER
SERVICE
DETAI
L
NTS
PLAN
get
IEI
6x6-1 0/10 WXM�=T Z COMPACTED
SUBGRADE
SECTION
WHEEL CHAIR RAMP
1 1/4-
RO
0 A
E:
(_ I
L A 10 3/4 SIDE ELEVATION
;L GRADE 60
12* REINFORCEMENT
PLAN VIEW COPOLYMER
POLYPROPYLENE
PLASTIC
ELEVATION SECTION A -A
i}WAIL
MANHOLE STEP
NTS
CUT OR TOOLED
JOINT'
!PENDICULAR
SOW nIPr7rTIr)Kl
I
4" SIDEWALK
3000 PSI 6"
CONCRETE CUT OR TOOLED
JOINTS 3"R
A _T_
co
co
6x6-1 0/10 W.W.M. COMPACTED
SUBGRADE
4 6
SECTION r
CONCRETE SIDEWALK CONTROL JOINT
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
2" TYPE SF 9.5A (NCDOT)
- 8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
NTS
60 pop -wd 0-6' VARIES 0-6' VARIES 6
SHOULDER SHOULDER
1.50" LAYER 1.00" LAYER OVERLAY
TYPE SF 9.5A (NCDOT) TYPE SF 9.5A CDOT)
II 1.50" LAYER
TYPE SF 9.5A (NCDOT)
1/4" PER FOOT PER FOOT
Iv
% M AX - MAX.
1:1 SLOPE
1:1 7-OPE
EXISTING PAVEMENT
5" B 41i.013 BASE
5" B 2,'.0B BASE
ICI III I i I�
NOTE:
1. PAINT STRIPING SHALL BE DONE
BY CONTRACTOR TO NCDOT STANDARDS'
TYPICAL PAVEMENT WIDENING SECTION
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK. WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2- EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 30' MAX. SPACING
Lj
04
C.
A Al
-777777
PLAN BLDG.-STRUCTURE
1/8-R TOOLED 1/4"x1" DEEP w/AN
JOINT 1/8"R TOOLED JOINT
1/2- EXPANSION
JOINT MATERIAL /6- ABC STONE(NCDOT)
6- ABC STONE(NCDOT)
EXPANSION JOINT (E.J.) CONTRACTION J01W (C.J.)
SIDEWALK JOINT DETAILS
NTS
l'-I* x l'-Ow x .080 SM. ALUM.
HANDICAPPED PARKING SIGN
RESERVED TO READ "RESERVED PARKING" CO
WITH IDENTIFICATION SYMBOL
PARKING BOLT TO WD. POST W/ 3/8- CANDIUM
00
PLATED NUTS, BOLTS & WASHERS.
9" x l'-O* x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY S100,
GS 20-37.6m. BOLT TO WD. POST
WITH 3/8- CANDIUM PLATED
NUTS, BOLTS & WASHERS.
COLQRS PRESSURE TREATED 4"x4" POST 00
LEGEND AND BORDER GREEN
WHITE SYMBOL ON BLUE BACKGROUND FINISHED GRADE
BACKGROUND -- WHITE
1-1 /2"R(TYP)
MAXIMUM I I- =1I► it= - Z
PENALTY
/8-(TYP)III$250 III 1
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LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
Nrs
REVISIONS
No Description I By
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DATE 02-27-07
DESIGN PGT
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SHEET 14 OF 14
05011
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In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built -upon" area consistent with the applicable
regulation governing the density level.
I, Wilson Ki , acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Deer Crossing
prior to the sale of any lot:
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The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 000245 , as issued by the Division of Water Quality under
NCAC 2H.1000.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater management permit:
These covenants are to nun with the land and be binding on all persons and parties claiming
under them.
The covenants pertaining to Stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality_
Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
The maximum allowable built -upon area perlot is 2,650 square feet_ This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
goveming maximum built -upon area for that lot shall be the most restrictive of the two.
This project proposes a curb outlet system. Each designated curb outlet swale shown on the
approved plan must be maintained at a minimum of 100'tong with 5:1 (H. to side slopes or flatter,
have a longitudinal slope no steeper than 5% carry the flow from a 10 year storm in a non -erosive
manner, and maintain a dense vegetated cover_
Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
Filling in, piping or altering any designated 5J curb outlet swale associated with the development
is prohibited by any persons.
Signature: Date:Al/D ,/
I,. a Notary Public in the
State of wn(JIN Cam ira , County of ?-f�
do hereby certify that Wilson Ki personally appeared
before me this the I(') day of NUV llbr/ , 20()6 , and acknowledge
the due execution of the foregoing
hand aggk j seal,
,'ate. RIECIS I V J E D
Signature
My Commission expires O — A05-4icou
mar #
(1 3 2006
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TO: NEW HANOVER COUNTY OFFICES: ag 0.5d '-'2 Vs --
Zoning Enforcement / Hines
O Engineering / Rahhal / Craig FROM: Burgess, S.
0 SCS / Miller C7 Stewart, B.
Emergency Services / Lee
Fire Marshall / Davis DATE: m w.r ti 3 o Zoo 4
E911 / Hewlett
0 Environmental Health / Harvell.--: ;..
TO: OUTSIDE AGENCIES: r • ' -" `" = ~'
0 Bell South / Wood
0 Corps of Engineers / Pennock
NC Coastal Management / Rosich ' $ 4 �ri=-•�k -� t`
County Schools / Wayne o.,/��
NCDOT / Laws
0 Environmental Management / Lewis
0 Volunteer Fire Department
CP&L / CobbC
MPO / Tlnkler
The Planning Department is Located at 230 Market Place Drive, Suite 150, Wilmington, NC 28403

5 30006'35" E
88.52'
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• lo' General SeN 83°10'24° E c.� `11°2r1122tt �
Knoll rRd. utility Notes: Utility Esmt. Sewer service cleanout R/W 3 3 77.38 70.82
Sanitary Sewer Service Notice
Site 4' Sidewalk 1 Water Meter Preliminary engineering design by:11
MAX. 1 � MAX. �
1. stormwater monoement shall comply with both to min.11
` I o r7/dd�e Oaks This Subdivision will be served by County sewer. however, due to the limited capacity New Hanover County t N.C.D.E.M. stormwater regulations Public Water Main se arati 8" D.I.P. ° ( II 1-
of the County s wastewater treatment facilities, sewer capacity may not exist. As Tripp Engineering, }�>C. N 68 40 53 l"� �o s
n count .v referenced in the approval letter of , DEHNR wasterwater sewer 21 Sanitary sewer service shall be connected to \,CGk� ,./, \\ \\ \ . /
Apace �-�� construction and operations permits and/or final plat approval of sections of this the New Hanover County public system. 41q Chestnut Street of O 6S•gg \ �\ \\ P�� Act' ve \o. / 99
° Rey subdivision may be withheld, if in the opinion of the County Engineer, adequate sewer Street Wilmington, NC 28403 �y0`t� \\\ \\ `���'� ��, �Q 6�� ��,,
fl Golden Rom capacity does not exist. 3. Water service shall be connected to the Tel. (q10) 763-5(00 T• IGaI Dralna e `-� �'% C \, �'. -�/ �
P City of Wilmington public system. �p g . �� \ s, s
Grove
dal �• •.... \ A� a �
Ao�h P Q n/f 4. All telephone, electric, gas and television Public {8" scH �o PVC, Swale Cross-section ��, ^ \1 ` } } S�
t service lines shall be installed underground, wer an 0 0.5% min. �,, \ �6 13(o s.f/• i \ ; 1
Marvin H. $ t
5. No construction shall commence until a permit - - ... R/W Note: Utility layout on the / . I low ` \ � o ithiund R-y e\\\ t \
sand Har t ane Carolyn Congleton is obtained in accordance with the New Hanover County 4) Nto General plan is conceptual. Detailed / / ` .\I I \ ` \ 10.ac. - } �� �\ \
Heathcliff Utility Esmt. \
design will conform with all / / / c �\ } ' S/ / � / ��\
D Road N Road . N.B. 25/127 soil Erosion* sedimentation Ordinance. N.C.D.O.T. County technical / , // ('` , \ \\\ ` } 1 / / ,I ��. \ <
Williams R ---- Tract ,!� requirements and specifications. n/f / / ,,_\ \ \\ ` \ \ 13✓ / / �� \l
( Typical Domestic Water ,N ,\ \ \ �� \
. gyp D
5unrlse Lane
Vertel B Garner - - / ���
,.�- Sanitary Seiner Services iii � �- ,-' ' \\.\\`� �l `� } 4 // / / � 11
Temp. cul-de-sac _ - 1 \ - --\ �, 0 0
_ _ - D.B. 606-551 L . o 1 /
W E to -out forX \ 14q 1 S
STONE n/f \ <, \V0
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uture Bevel ment. 6q \ �, n1 qS n/f REBAR r :� 53•OQ13811 � u V- �q$•1 t 47, DOU lay N $ � Midway Mobile \ \ � \ 13 a) 144
Marvin i-i . 73, 2 0°\S�V'q . 6� 58' g `�'� dome Park \ \ . I. \ ' 1 15
11} 11 L 46 \
3 !o� 6/.02, ,REHAB $3' � 8r s 4 Sharon F. Daggett \ \ \ c-,-' 1 ,
Carolyn Congleton ti a 7,2Q, _ -Temp:-.q1-de-sac i
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(No Scale) ® \�XV�" ✓ r--- ✓ ✓ ✓ r-, e- l \" \ 1�1 10(0 `- �/ \t , 2l� rY.r`L` �\~"�/♦`` �O I 1 K./ i fl7- - ' +\ _ / f/ .+ / \ \� `� / �\ \ .� ` relocated..` � \5 ( I ; 1 �� W °Lo � Y`�
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_,G� \ ,\ /i i- '�� Wetland Areas 1.25 ac . ±
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,-- ,--- ✓ ,-- .-' ✓ ✓ ,--� .--- ✓ ,-- ✓ ✓ ✓ ,-' ✓ ✓ ,� i0 . q \ / 85, 285 `s. ) - - Wetland Area to
( "✓ ✓ �.. ,-, ,-, r-' ✓ ,-, r✓ ,_.. 70I i ' ` /ail ,, -7'2 l \� / Catherine L. Grohman �
.-- ✓ .-'� .-- ✓ .-'- . -' .--- ✓ ✓ ✓ .--, r-- ,--' .--- ✓ ✓ ✓ r--' . -� ✓ .-"- ..-' •-- .--- ✓ .-'� •--- .-� .-' •-- to {,+.j 3 5 � 2 in 1 � 60' ' !� - 'T' �� .,� / / /i be filled - 3157 s . f .
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e
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11 .--- ✓ ,- ` ✓ ✓ ✓ ✓ ✓ ✓ 1_ ^ ,--- ✓ ,--- .-" ,--� .-' ,-- ✓ r--, ,-- ,--- ,---, . --, , -- ,=% .-- .-- .-� .--' .--' •-� I a :, 60 a 1 1-1\\\\ \ s I..._..% - I \ ,v. / .R:
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4, _, �, �, ,_, ,_, ,_. ✓ ✓ ,.. ,�, ✓ ,_, ,-, ,-� > Ile i /,'/ L--.r e V Q°�I ,U . . 0 le W�°° / Development Data: Development Notts:
.-- ,- - , -- ,_, ,. ,-.� ,--- ,-- ,--' ,-- ,-- .--- C ° /i '4 58 ♦ ♦ y 5 i V e N \ �, ,Q / / Total Tract Area - 63.77 ac.
,-.. ,_.... ,-., ,-.� ,--� ,--� ,�.-- r-- ,--' ,--' ✓ ,-� .--' ,---- .--� .--� .--' .•-� ,---' ,-� .---- •-� .--- ,---- ✓ ,-� ,--- ,-' ,•-� ,.-° ,-•-� ,--- .-' J 172' / 120' �" 126' \ $ I . ♦ . N \ � 125' �j° / / / minus Class IV Soils - .- O _ 1 • All development 5 ha t l be i n accordance with
Q ✓ ,_, ,--, ,_-., ,_., ,-.-- e­` .Ol - ,._, ,_, , _, ,__, ,_-- ,--- ,-_.- e- ` / l . - ♦ \\ , the New Hanover County Zoning Ordinance
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yp i cal public
Street X - Sect ion
�A2
✓
5 --- -
(w/ No Curb
Gutter)
EIP
Total Development Area - G03.77 ac. ±
Permitted Density -
63.77 ac.± @ 2.5 units/ac. = 1501 units
Total Lots Proposed - Ilq
(proposed residences are single-family
structures w/ max. 3 bedrooms)
Total Townhomes Proposed - 40
(proposed residences are attached /
single-family units w/ 2 bedrooms)
Overall Density - 2.5 units/ac .
Area of Lots - 24.0 ac.±
Area of R/W 7.7 ac.±
Common * Rec . Areas - 9.2 ac. ±
Conservation Area - 22.9 ac. ±
Average Lot Size - 8566 s , f .
Total Linear Feet in Roads - 6357 t . f . ±
Total Road Surfaces - 178, g64 s. f . ±
Recreation Space -
15q units @ 0.03 ac./unit = 4.6 ac. req;d.
* * 24.7 ac Passive Area Prov' d . * *
* * 2. G ac. Active Area Prov' d . * *
N. Carolina Dept. of I ronsportation and will be
designed * constructed in accordance with their
standards for subdivision roads.
3. All common areas, inclusive of recreation areas,
shall be dedicated to and maintained by a
Homeowners' A6�soc i at i on . .
4. Street lighting shall be provided in accordance
with Sec. 52-cl of the Subdivision Regulations.
5. A field survey or the tract witnessed
no significant trees within the proposed
development area. Clearing limits will be
limited to street rights -of -way and utility
easements .
(o. Building setbacks shall be min. 20' from all
perimeter boundaries $ 10' between detached
Wetlands compiled from
f ield investigation by:
i`'1itchell $ Associates, Inc.
Building D / Suite A
3975 Market Street
Wilmington., NC 25403
I 0
CERTIFICATE OF APPROVAL
NEW 1-lANOVER CC7UNTY PLANNING DEFT
DATE PLANNING DIRECT
1) , ,
General Notes: (��5// -
f' p Ft ,
1. New Hanover County Parcel Nos. ���`�, 4
3133 (15) - 54 - GGGG
3133(16) - 74 - g189
2. Total Tract Areas: 63.77 Acres±
3. Zoning District: R-15 (Residential)
4. Land Classification: Resource Protection
5. A portion of this development is
located within the 100-year flood
boundary as verified by FEMA
Community Panel Number: 370168 0102D
Nap Revised: April 15, I98G.
(Elev. 11.0)
structures. Graphic Scale
.reet Connectivity
Scale: I " = 400'
connectivity Ratio:
_inks - 18
'4odes 13
= 1.4 ** OK **
100 0 50 100 200
I!n �� �
������ Contour Interval - 1'
```,,,�,,�� c A Roo,,,,,, �- �
`�.�Ca OFESS/Oy ��%� < e Topographic data compiled.
�Q` IV! _ * from an actual field survey.
= SEALPRELIMINA 23jVE PLAN
L-2944 f EKED ...� L �, S O
'00
, 0. 9'yo SU_� -` i vE U loll ,
�I ti Performance Residential Development
�''�I/li All A�%``��� 1 L
0 eer C r o s s I rN1 C-J--A
Federal Point Township New Hanover County North Carolina
Design By: C. Wolf sheet=
Drawn Hy: Preliminary
C. Wolf Plot
, f 1
Scale: 1" = 100'
1 Date, March 2g, 2004 Mod if I cat I on Project No.= 2421
Developers Owner=
Home Life, Inc. Wilson W. t Angie C. Ki
P.O. Box 12616 P.O. Box 12616
Wilmington,
( NC 28405 Wilmington, NC 28405
1.q10)� 232-3730 (q10) 232-3730
DE51GN 5OLUTION5 Site Planning
Landscape
PA. Box 1221, Wilmin 9ton, NC 2MOb tele, NIO) 256-4S45 Architecture