SW8000245_Historical File_20130114

Q IN
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor
January 14, 2013
Director
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 12615
Wilmington, NC 28405
Subject: State Stormwater Management Permit No. SW8 000245
Deer Crossing
Low Density Residential Subdivision
New Hanover County
Dear Mr. Ki
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application for Deer
Crossing on January 11, 2013. 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, effective September 1,
1995. We are forwarding Permit No. SW8 000245, dated January 14, 2013, for the construction of the built -upon
area associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 supersede any other agency permit that may be required. Please pay
special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, and transferring the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record deed
restrictions, or to transfer the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. 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 Kelly Johnson at
[phone].
Sincerely,
Fo arles Wakild, P.E., Director
Division of Water Quality
GDS/kpj: SAWQS1Stormwater\Permits & Projects120001000245
cc: Phil Tripp, PE
Inspector, New Hanover County Building Inspections
NCDOT District Engineer
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: www.ncwaterauality.oro
LD12013 01 permit 000245
Nne
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State Stormwater Management Systems
Permit No.SW8 000245
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION 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
N & K Development
Deer Crossing
Deer Hill Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in compliance with the provisions of Title 15A
NCAC 2H.1000, effective September 1,1995 (hereafter collectively and separately referred to as the "stormwaterrulesl
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.
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
Each of the 139 lots is limited to a maximum amount of built -upon area (BUA) as indicated in Section 11.10 of this
permit.
2. The overall tract built -upon area percentage for the project is limited to a maximum of 30% per the requirements
of the stormwater rules. This permit covers the construction of a total of 808,909 square feet of built -upon area,
which includes 540,878 square feet of proposed BUA, and 268,031 square feet of future BUA allocation.
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 50-foot-wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each
side of streams and rivers, and the mean high water line of tidal waters.
5. All runoff directed into and through the vegetative buffer must flow through the buffer in a diffuse manner. All
runoff directed into wetlands shall flow into and through the wetlands at a non -erosive velocity of 2 feet per
second or less.
6. 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.
11. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyanceswill be repaired immediately.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 000245
3. The permittee shall at all times provide and perform the necessary operation and maintenance procedures as
specified in the signed Operation and Maintenance Agreement, such that the permitted stormwater management
system functions as designed and permitted.
4. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and
calculations prior to construction, for any modification to the approved plans, including, but not limited to, those
listed below:
a. Any revision to any of the items shown on the approved plans, including the stormwater management
system, design concept, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
C. Further subdivision, acquisition, or sale of the project area in whole or in part.
d. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
e. Construction of any future development area on the plan with a BUA allocation.
5. The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
6. No piping shall be allowed except that minimum amount necessary to direct runoff beneath an impervious surface
such as a road and that minimum amount needed under driveways to provide access to lots.
7. 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 maximum allocated built -upon area for the lot may not be
revised without approval from the Division of Water Quality. If the allocated maximum built -upon area on the lot is
exceeded, the permittee shall notify the lot owner in writing and shall require remediation within a reasonable time
frame. If the situation is not remediated, both the permittee and the lot owner are subject to enforcement action by
the Division of Water Quality.
8. 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.
9. If the permittee sets up an Architectural Review Committee or Board to review new lot plans and subsequent
modifications for compliance with the provisions of this permit and the restrictive covenants, the plans reviewed
must include all built -upon area (BUA) and piping. Any approvals given by the Committee or Board on behalf of
the permittee do not relieve the lot owner or the permittee of the responsibility to maintain compliance with the
permitted lot BUA limit.
10. 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 21-1.1000.
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 plans may not take place without the concurrence
of the Division of Water Quality.
f. The maximum built -upon area per lot is as specified below. 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.
Lots 1-119: 2,650sf
Lots 120-139: 2,125sf
g. 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.
h. For those lots adjacent to surface waters, each lot will maintain a minimum 50 foot wide vegetated buffer
adjacent surface waters.
i. All roof drains shall terminate at least 50 feet from surface waters.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 000245
Any individual or entity found to be in noncompliance with the provisions of the stormwater management
permit or the requirements of the stormwater rules found in 15A NCAC 02H.1000 and Session Law
2008-211, is subject to enforcement procedures as set forth in N.C.G.S.143, Article 21.
11. The permittee shall submit a copy of the recorded deed restrictions, which contain all of the above statements,
within 30 days of the date of recording.
12. 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.
13. All stormwater conveyances will be located in either a dedicated right-of-way (public or private), recorded
common areas or recorded drainage easements. The final plats for the project will be recorded showing all such
required rights -of -way, common areas and easements, in accordance with the approved plans.
III. GENERAL CONDITIONS
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.
The permit issued shall continue in force and effect until modified, 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 re -issuance, 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 21-1.1000; and North Carolina General Statute 143-
215.1 et. al.
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 re -issuance of the permit to change the name and incorporate
such other requirements as may be necessary. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee shall submit a completed
and signed Name/Ownership Change Form to the Division of Water Quality accompanied by the supporting
documentation as listed on the form. The approval of this request will be considered on its merits, and may or
may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the
permit transfer request. Neither the sale of the project nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
7. 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.
8. The permittee grants permission to DENR Staff to enter the property during business hours for the purposes of
inspecting the stormwater management system and its components.
Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 000245
Permit modified and reissued this the 14t' day of January 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---- ------------ ' - --- ---------
for Chad s kild, P.E., Director
Divisio f ater Quality
By Autho of the Environmental Management Commission
Page 5 of 5

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
January 22, 2013
Mr. Wilson Ki, President
N & K Development, Inc.
PO Box 12615
Wilmington, NC 28405
Subject: Permit Correction: State Stormwater Management Permit No. SW8 000245
Deer Crossing
Low Density Residential Subdivision
New Hanover County
Dear Mr. Ki:
John E. Skvarla, III
Secretary
It has come to our attention that page 3 of your application for the permit recently issued on January 14, 2013 was
incorrect. Please replace the table on page 3 of your application with the enclosed table. This table now shows the
corrected percent impervious allocations.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson at
[phone].
Sincerely,
CF-
For Charles Wgcild, P.E., Director
Division of Water Quality
GDS/kpj: SAWQ&Stormwater\Permits & Projects120001000245 LD12013 01 permit 000245
enc: SW8 000245, Permit Correction Summary Table
cc: Phil Tripp, PE
Inspector, New Hanover County Building Inspections
NCDOT District Engineer
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
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1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 612 N. Salisbury St Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
Internet. www.ncwateroualihr.oro vl aturd&

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DWQ USE ONLY
Date Received
Fee Paid
Permit Number
s/-gyp ./ Z_
�
s e ®a
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
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
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Deer Crossine
2. Location of Project (street address):
Deer Hill Drive
City:Wihnington County:New Hanover Zip:28409
3. Directions to project (from nearest major intersection):
From the intersection of US 421 Carolina Beach Road and SR 1492 (Myrtle Grove Road travel approx.
1.84 miles north on SR 1492 to the intersection of Deer Hill Drive. Site is on the left.
4. Latitude:34* 06' 45" N Longitude:77° 53' 01" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New NModification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 000245 , its issue date (if known)08/08/07 , and the status of
construction: ❑Not Started NPartially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
NLow Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
NSedimentation/Erosion Control: 41.02 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Erosion Control GP 35-019/10/12
5. Is the project located within 5 miles of a public airport? NNo
If yes, see S.L. 2012-200, Part VI: htty://vortal.ncdenr.c
NOV 15 2012
Form SWU-101 Version 06Aug2012
Page 1 of 6
BY:

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the ro'ect):
Applicant/Organization:N & K Development, Inc.
Signing Official & Title:Wilson Ki, President
b. Contact information for person listed in item 1a above:
Street Address:P.O. Box 12615
City:Wihnington State:NC Zip:28405
Mailing Address (if applicable):
City:
Phone: (910 ) 232-3730
Email:[e-mail]
State: Zip:
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone:
Email:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #: rEGE RM
15 2012
BY:
Fonn SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
roadside swales
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 61.9 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:61.9 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NFIM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (B A). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 30.0 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drama a Area 0
Drainage Area 1
Drainage e Area 2
Drainage Area
Receiving Stream Name
Everetts Creek
Everetts Creek
Everetts Creek
_
Stream Class *
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
18-87-29
18-87-29
18-87-29
Total Drainage Area (so
1,679,673
204,296
1,475,377
On -site Drainage Area (so
1,679,673
204,296
1,475,377
Off -site Drainage Area (sf)
-
-
_
Proposed Impervious Area** s
808,909
118,810
690,099
% Impervious Area** total
48•2% 1
58.2% 146.8%
Impervious" Surface Area
Drainage Area U
Drama .e Area 1
Drainage Area 2
Drama . e Area
On -site Buildings/Lots (sf)
357,850
42,500
315,350
On -site Streets (sf)
165,992
22,325
143,667
n�
On -site Parking (sf)
-
_
_
On -site Sidewalks (so
17,036
3,985
13,051
Other on -site (so
-
-
-
Future (sf)
268,031
50,000
218,031
Off -site (sf)
-
-
-
Existing BUA*** (sf)
-
_
-
Total (so:
808,909
118,810 1
690,099
* Stream Class and Index Number can be determined at: http.Aortal.ncdenr.orgAvebhvalvslicsul-classi&atmtz��
Impervious area is defined as the built upon area including, but not limited to, buildin 7-pdrking areas,
sidewalks, gravel areas, etc.
*x'* Report only that amount of existing B UA that will remain after development. Do not t .1 t ng'BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version 06Aug2012 Page 3 of 6---

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects in Union Countv:Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hgp://12ortal.ncdenr.org/web/wq/ws/su/bml2-manual.
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. A detailed application instruction sheet and BMP
checklists are available from hU://portal.ncdenr.org/web/M/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ /portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have beenyrovided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://nortal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
1. Original and one copy of the Stormwater Management Permit Application Form. Initials
�
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M glo
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h!W://www.envhelp.org/12a&es/onestol2express.hbnI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor 01W
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the1'�
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: C�
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
J. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated br'bl
, pp —
qualified person. Provide documentation of qualifications and identify the personC E I V IE
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calcuj( 5 20�2
o. Drainage areas delineated (included in the main set of plans, not as a separate doc.
p. Vegetated buffers (where required).
BY:
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Alk
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:1133 Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC A14
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secretaiy.state.nc.us/Corl2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hit 2:/ /portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Phift G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmin&ton
Phone: (910 ) 763-5100
Email:trip1eng2ec.rr.com
State:NC Zip:28401
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
(print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
EEIM.,
NOV 15 2012
BY:
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) 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 the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: J '41 --r_ Date:
I, J1e% �, ice,A iY�I a Notary Public for the State of W IV4h earn Ahot` . County of
ol dQi do hereby certify that W d 5 o n k.' personally appeared
before me this day of Cn6bet— ZO 12- , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, I "m r&&ZZA
SEAL
My commission expires
Form SWU-101 Version 06Aug2012 Page 6 of 6
NOV 15 2012
BY:

Permit No. ;) L e3co ); q 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
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 Session Law 2008-211, 15A NCAC 2H. 1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name: Deer Crossing (Enchanted Oaks section)
Contact Person: Phillip Tripp Phone Number: (910 )763-5100
Number of Lots: 139 Allowable Built Upon Area (BUA) Per Lot*:20 lots g 2125 sf,
119 lots @ 2650 sf
Number of Dwelling Units Per Acre**:4.3
Low Density Development (check one): N without curb & gutter ❑ with curb & gutter, outlets to (check one):
N Swales ❑ Vegetated Area
*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. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_fonns.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• 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. of Lots - the total number of lots in the subdivision. '%I • BUA per Lot - the computed allowable built upon area for each lot including driv ys a d '� ryp us
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combilibd.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 5

Revised: 1/9/13 Deer Crossing 05011
ALG Low Density Supplement
Calculation Sheet
*Note: Revisions include converting previously permitted "Townhome Tract" to single family lots named
"Enchanted Oaks."
Project Information
Total Project Area =
Enchanted Oaks Area =
Single -Family Area =
Impervious Areas
Enchanted Oaks Areas
Asphalt =
Sidewalk =
Buildings =
TOTAL BUA =
Single -Family Areas
Asphalt =
Sidewalk =
Buildings =
TOTAL BUA =
2,696,364 sf
204,133 sf
1,475,236 sf
22,325 sf
3,985 sf
42,500 sf
68,810
143,667 sf
13,051 sf
315,350 sf
472,068
*0.35 is check for pocket of high density
Project Densities
Total Project Area =
Enchanted Oaks Area =
Single -Family Area =
Total Project Calculations
SA =
DF =
RA =
OA =
No. Lots =
BUA/Lot =
Proposed BUA/Lot =
Enchanted Oaks Tract
SA =
DF =
RA =
OA =
No. Lots =
BUA/Lot =
Proposed BUA/Lot =
2,696,364 sf
0.25
165,992 sf
59,536 sf
139
3,227.07 sf
2,650.00 sf
OK
204,133 sf
0.35 *
22,325 sf
3,985 sf
20
2,256.83 sf
2,125.00 sf
OK
Total Project Calculations
SA =
DF =
20.06 % RA =
33.71 % OA =
32.00 % No. Lots =
BUA/Lot =
Proposed BUA/Lot =
NCAR�s��ie
' E /
SS
SEA
`17374
1,475,236 sf
0.35 *
143,667 sf
13,051 sf
119
3,021.97 sf
2,650.00 sf
OK
ECEIVE
JAN 112013
BY.
G:IJOBS12005105011 DEER CROSSING REV1Calculations\Stormwaterllowdensuppcaicsheet 1-9-13

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
i a. t
6N. b. t
Al c• t
11 d.
�J Ala e.
f.
C 2 g.
C" 2 h.
r �
Cz
C Z.
k.
m.
For projects in the 20 coastal counties: Per NCAC 211.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
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 the sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
Swale detail and permanent vegetation is specified on the plans.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
Swales are located in recorded drainage easements.
n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p.tt Curb outlets direct flow to a swale or vegetated area. _
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require doal bufer3:
tt Only complete these items for projects with curb outlets. NOV 15 2012
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4 BY:

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
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 revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
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.
6. Swales will 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 six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Wilson Ki, President
Address:P.O. Box 12615, Wilmington, NC 28405
Phone: [phone] Date: [0-3--( Z
Signature: 1"i l
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, —Dell fl C Baitq , a Notary Public for the State of _61 TrU r/��ik—h , County of
Teodier , do hereby certify that V13On 1<,' personally appeared before me this
day of (-)r _�-,� , �j1Z , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary signature
C.
NOTAi�k*
SEAL �'a A G My commission expires /0 /t �(
�o9 couN : ��, iECE VE
'�"'nu1111%X0`
�KOV152012
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4 Qy.

0 BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: N&K DEVELOPMENT, INC.
SECRETARY OF STATE ID NUMBER: 0373188
REPORT FOR THE FISCAL YEAR END: OV31/2012
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: WILSON KI
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2116 Anson Dr
Wilmington, NC 28405 New Hanover
STATE OF FORMATION: NC
Filing Office Use Only
® Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
P O Box 12615
Wilmington, NC 28405
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Media Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2116 Anson Dr
Wilmington, NC 28405 New Hanover
SECTION C: OFFICERS (Enter additional Officers in Section E.)
NAME: Wilson Ki
TITLE: President
ADDRESS:
P0Box 12615
Wilmington, NC 28405
3. PRINCIPAL OFFICE EMAIL:
5. PRINCIPAL OFFICE MAILING ADDRESS
P O Box 12615
Wilmington, NC 28405
NAME: Angie Ki NAME:
TITLE: Secretary TITLE:
ADDRESS:
PO Box 12615
Wilmington, NC 28405
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
,� J{ Nov 18, 2012
SIGNATURE DATE
Form must be signed by an officer listed under Seaton C of this form.
Wilson Ki President
Print or Type Name of Officer TITLE
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF e25
MAIL TO: Secretary of State, Corporations Division, Post OMce Box 29525. Raleigh, NC 276264525

4
Aa
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
December 12, 2012
Mr. Wilson Ki, President
N&K Development, Inc.
PO Box 12615
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 000245
Deer Crossing
New Hanover County
Dear Mr. Ki:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit Application
for Deer Crossing on November 20, 2012. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
qe"" Impervious Summary: Please check the impervious summary for lots 120-139 (this totals 42,500sf rather
than 42,515), and make the necessary adjustments to the application package.
`2 - Plans:
a. Curb Section: The area that is being converted from townhomes to single family homes had previously
been curb & gutter. It appears that the curbs have been removed, but the curb section remains on
sheet C13. Please address this discrepancy.
b. Sewer and Water Pipes: If possible, please remove the sewer, water and other unrelated data that is
overlaid with stormwater data making it difficult to read.
c. Inverts: Please show all of the swale and pipe inverts on the plans if you have not done so already.
d. Pipes: Stormwater pipes are allowed in low density to carry water under roads and sidewalks if their
lengths are minimized. If there are stormwater pipes (such as the pipe draining to Lot 135), please
make sure that their lengths are minimized.
e. Topo Lines: Please show topo for all swales such as the swale behind lots 135,134, and 133.
f. Easements: Please ensure that the stormwater system is located in appropriate easement(s). For
instance the pipe that drains to Lot 135 will be in the middle of the lot. The eventual homeowner may
try to re -direct that water leading to compliance issues.
13 - Calculations: Please submit stamped/signed/dated calculations. Please also show the square footage of
future impervious area available (both as a total and per drainage area) so that that can be written into the
permit.
Deed: Please submit the property deed showing that N&K Development, Inc. owns the property other than
the individual lots that have already been sold to homeowners.
x,5! Low Density Supplement: Please revise the low density supplement to show 139 lots.
%16� Street Names: Please show the correct street names on the plans.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405rie
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6748 oAhCarolina
Internet: www.ncwaterquality.org )VIaturR!!l� l
An Equal Opportunity 1 Affirmative Action Employer

7. SA Waters: Is this project within a half mile of and draining to SA waters? It appears to be from the 2/8/07
additional information request letter, but the 818/07 permit was written for a 30% max impervious rather than
25%. If that was done due to DWQ's error you will be allowed to keep the extra 5%, but I would like to
document the reason for the discrepancy for the file.
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
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 January 14, 2013, or the application will be returned as
incomplete. The return of a project will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email 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] or email me at [e-mail].
Since ly,
Ily hn n
Environmental Engineer
GDS/kpj: S:IWQS1StormwaterlPermits & Projects120001000245 LD12012 addinfo 000245
cc: Phil Tripp, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
November 15, 2012 M N O Y
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Deer Crossing
Permit No. SW8 000245
TE 05011 / 12011
Dear Kelly:
We are requesting a modification to existing permit SW8 000245 for the Deer
Crossing subdivision. The plans have been revised to create single family lots in place
of the previously permitted townhomes. Total built upon area for the project has not
changed. Enclosed please find the following items for review:
• 2 sets of plans
• $505 check
• Narrative
• Stormwater application — one original and one copy
• Low Density Supplement
• Deed restrictions
• USGS map
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
1 �
Lee Galloway
ALG:dcb
Enc. �.�C'iEIVE
,.
NOV 15 2012
13Y:

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
January 11, 2013
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Deer Crossing
Permit No. SW8 000245
TE 05011 / 12011
Dear Kelly:
RECV JAI I I Z013
In response to your correspondence dated 12/12/12, we offer the following:
1. The impervious total has been revised to 42,500 sf per your comment. The stormwater
application and impervious summary sheet have been updated.
2. a) The curb detail has been removed from Sheet C 13.
b) The revised plan Sheets E2 & E3 have been updated specifically for the NCDENR
resubmittal. For clarity, all water and sewer information has been removed the plans.
Sheet E2 is an overall plan of the entire subdivision, and E3 is a blow-up of Phase 2.
c) The pipe inverts have added to the plan. See Sheets E2 & E3.
d) The stormwater pipe that discharges between Lots 135 & 136 has been shortened to
minimize the pipe length.
e) Topo lines are shown on Sheet E3.
f) A stormwater easement has been added to Sheet E3 around the stormwater pipe that
discharges in between Lots 135 & 136 and along the swale behind those lots.
3. The revised impervious summary sheet has been signed and sealed. The remaining "future
impervious" allocation has been added to the stormwater application to reflect the total
maximum impervious for the project as 30%. (See response #7).
4. Attached is a copy of the deed showing N&K Development, Inc. owns the property.
5. The low density supplement has been revised per your comments.
6. Street names are shown on the revised Sheets E2 & E3.
7. This project drains to Everett Creek and is within '/z mile. Everett Creek is classified by
NCDENR as SA;HQW. It is undetermined why this project was allowed 30% maximum
impervious from the NCDENR permit dated 8/8/07.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Lee Ga loway, P:
ALG:dcb
Enc.
gFOEIVE
JAN 11 2013
BY:

Johnson, Kelly
From: Tripp Engineering [[e-mail]]
Sent: Tuesday, November 20, 2012 9:44 AM
To: Johnson, Kelly
Subject: RE: Deer Crossing, SW8 000245
Attachments: N&K Development Annual Report.pdf
Kelly,
Attached is the 2012 Annual Report which he just sent in to the Secretary of State showing Wilson as President.
Let me know if you need anything else.
Thanks.
Delia Baird
Tripp Engineering, P.C.
(p) 910.763.5100
(f) 910.763.5631
[e-mail]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended only for the use of the
addressee. Any information contained within this correspondence is provided for your convenience. No assertion of accuracy is
made by Tripp Engineering, P.C. unless physical documents are obtained, sealed AND signed. User assumes all responsibility for use
of this digital information.
From: Johnson, Kelly[mailto:kelly_p.iohnson(alncdenr.govl
Sent: Friday, November 16, 2012 8:38 AM
To: Tripp Engineering
Cc: 'Lee Galloway'; ptripp0ec.mcom
Subject: Deer Crossing, SW8 000245
Della,
Has Wilson Ki been elected President since the last annual report (attached)? The SoS's website has him as the
secretary. If he is now the President, can you send me some paperwork on that for the file? Otherwise, it has to be
signed by the Pres or VP.
Thanks,
KJ
*** My email has changed to [e-mail]
K,eLLW0hV4S0IA.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331

Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, February 22, 2011 4:14 PM
To: 'Dana Lutheran'
Cc: Everhart, Steve
Subject: RE: Deer Crossing Stormwater
Dana -
I intend to keep the existing permitted Deer Crossing project separate from the widening of Myrtle Grove Road.
I understand and agree that too much time has passed since the approval of the Deer Crossing project to
consider the turn lane a part of a common plan of development.
However, the addition of the turn lane is what triggered the CAMA Major, so that is what I am required to
review. My admin is ready to send out the stormwater application request letter based on the added BUA,
albeit a small amount. My questions are:
2.
3.
4.
Linda
Who is building the turn lane? Only projects constructed by DOT can be reviewed under the NCDOT
exclusion to the 2008 rules. All other subject public road projects must apply for the "Other" permit
which required you to demonstrate 3 things: a) minimize the BUA; b) divert stormwater away from
surface waters; and c) employ BMP's to minimize water quality impacts.
How much total BUA will the turn lane add? This is not just the amount in the AEC, but the total
amount, both in the AEC and outside of the AEC. If it's more than 10000 sf of new BUA, a stormwater
permit is required regardless of the CAMA Major.
If the total amount of new BUA is less than 10000 sf, and if there is anyway to remove the BUA in the
AEC that triggered the CAMA Major, then the project is not subject to stormwater permitting.
Is the project in the City of Wilmington? The City is writing the stormwater permits for development
within their jurisdiction. Perhaps the turn lane might fall under their ordinances.
Please note my new email address is [e-mail]
Linda Lewis
@iR�P4 4��fEERY . �P4 dAAJE
GqQrc CTF 50P02ME
Fic PZop 12£c "%0
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405 v
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Dana Lutheran [mailto:dlutheran(&segi.us1
Sent: Tuesday, February 22, 2011 3:04 PM
To: Lewis,Linda
Subject: Deer Crossing Stormwater
Hello, Linda.
Steve Everhart just called and mentioned that the DWQ would vivant some sort of statement from
either SEG or the Applicant's engineers reagrding the project's exemption from state stormwater.

From speaking to Phil Tripp, I understand that the development obtained state stormwater approval
about 13 years ago and then modified the permit in 2007. It wasn't until after all of this, the DOT
required the Applicant to incorporate a turning lane for the development. Therefore, everyone has
been treating the turning lane as a seperate project. Not sure if this is correct, but that is how it has
been treated.
Perhaps, if you have a minute we can talk about the project over the phone. Please call when you
can.
Thanks a bunch,
Dana
SF-G1
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
Mobile: [phone]

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, December 10, 2012 9:51 AM
To: 'Lee Galloway'
Subject: Deer Crossing, SW8 000245
Attachments: Deer Crossing SW8 000245.pdf
Lee,
I started going through this today, and before I get too far into it I want to make sure I know what you are wanting to
do. This was issued most recently on 8/8/07 for 30% LD for a total of 540,893sf BUA (68,825sf in DA1 and 472,068sf in
DA2). The project area was 61.9ac. The current application says that this data is the same. It looks like you are
switching from a curb outlet system to a non -curb outlet system for the section by the road, and that that section is
switching from townhomes to single family. This is all very simple if the project area isn't changing. Is that all that is
going on here or is there some slight change in the project area that wouldn't show up in the acreage decimal points?
would assume that the project area wasn't changing if it weren't for an email on file from Linda Lewis and Dana
Lutheran (at SEGI) from almost two years ago talking about the turn lane addition. Linda doesn't think we got a
response. Is this email a mute point now that you are adding the turn lane with the mod?
Thanks,
KJ
*** My email has changed to [e-mail]
I-,,dLW 0k K60IA.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

REVISIONS
ate Description
Site
oa
�o
42 Oaks r
n Count .� I
o p/oce R
°4d
cc) Golden
Grove
Heothcliff
S71.271227E
�k� sos• TOTAL UNRECORDED AREA
TST No. 9 W/ BAFFLES �1�5 N .5 3SF (20 SINGLE FAMILY
`
9. LOTS+UNRECORDED
_ S3 ,?�?3 I
Ns �3 s�,' CONSERVATION AREA)
e8.9v E
16.1 AA WITHIN 100-YEAR FLOOD
132 s'�. � BOUNDARY - 0.5 ACf
131 `t.15 �o.� • \;�c0 �� 3:1 SWALE No 3
N
�\01 '��� 1 1 SFyF�%�'i !
/--18" FES-9 INV. 14.80 � �'I � '\ �,
TST No. 1 t) W BAFFLES I' ab ;'I \ \�. 11 "FES-3 INV 10.95'.
(1) 12"x2" TEE / �;•� "`
$; ; 1 ,J ' �' y , / 'x10'x12"ED
(1) 12 GV � TST No. 11 W/ BAFFLES ,' ,, /\\,
-SSMH N0. 10
Road N Williams Road CUL-DE-SAC (1) 2» GV �( �` ! ,1.)` �l
�yc , �` _SSMH N0. 1 P
(1) 12"x8"x2" CROSS DI-7 TRAFFIC BEARING 1 12"x8" TEE \ t •\-�� ra f��j ! ;l �,'.,;`°; �,h
& STUB 0 'I"Ft3R BLIND JUNCTION BOX O
1 12" GV 18 FES-14 INV. 16.95
DEVELOPMENT. O N/F (1) 12 GV
Sunrise Lane (1) 12" RIM 16.60
W 5 x10 x12 E.D. N/F
(1) 2" B.O. ASSY. (1) 8 GV INV 14.30 DOUGLAS N. & SHARON' F. HAGGETT -(1) 8 GV A
1
W E GATE VALVE - 1 2 GV f•t 2�• TST N o . 17
0 1 12 ATE_ SSMH NO. _ sr E ( ) �, D.B. 1734-0050 •k� / VERD B� 606 A551 R °+� s '� a`' j ,
TEMP. CUL-DE-SAC SSMH No. 10A �(
O °` �f 18 FES-1 1 INV. 14.05 \ W 3 BAFFLES
n n f Ian" Z 4s ' �o/ �EBA 3:1 SWALE N0.2 /& STUB -OUT FOR FUTURE � � _ � � �`S s 'S 2s1 �o sso W/ 5 x10 x12 E. D. DEVELOPMENT. 13
o `
TST No. 5 W BAFFLES s�Y SSMH No. 1 W 9 ``` j
...•-.-. - p -, , . 8� � s8os• � } � ! TST No. 14 W/ BAF � �
24 FES-12 INV. 12.70„^w 50 ,TEMPOwRARY,..4 I • ' � � _
, N CQ'NSTRUCTION ENTRANCE
VICINITY MAP A ,_.. s W/ .. 1 -- 4 r ^
-� "� \ � �,t 3 EXIST. Midway ,,• -,
6 x 10 x 18 E D °�"" \ RAI NAG E
y SMHo • N,. ., �' o - _.. B. ASSY » '� \,� tt i,�3 EASEMENT
/ _ E.
. s s T _ 50 48 RCP Mobile Ho
.• 1
(No Scale) ' tSMH NO. 1AD 1 _._ __.._ .- .
17Alls8os' s .---- .. __-- �, <• ` '�, � '� ,y, � (.i2_ -�. SWALE No 2
_ , 1 �. $» 2
TST No. 12 W BAFFLES 23 I 22 20 19 SS NO. 1 ssos ' 's -� . ' ,• NO. 1 AA , _ p �'y • - _ ",, ` �` A - Park W 4 .� 1 >,
/ Y � 16 -.._ ..__.. _._� SSMH ..
►, ' , �,� W 3:1 S ALE N O 8 ?� , -
•�4' 21 s8os• �` 7. \ `\ NV 9 10D .� 1 ; w ,
24 LF 36 0 RCP ,. 1 , \ \ 2 t -2
SMM NO 1 AE � � �`` � �.90'3 9g" •' � `�`:, � � \to INV. 15.0
24 FES
EXCELSIOR MATTING j \ ``' s8os. r'o ,' , az -=Q '9•`, W 12 x 24 ED
1 j 9 r� . _ j ; ti.� s8os, ' s� 5 f' _ ._ q \ \ ^161
CHASE III �w �`• �'� �° w/6 x 10 x 18 Ef
N/F + �' t ✓f s ,�.,, \." so.9 ^13, ,fi`� BLIC DRAINAGE EASEMENT SSMH NU. 1
/ . in -
p g ; FUfTURE
MARVIN H. & CAROLYN CONGLETON •�• ' J. 1j swAL�O. - _ / ', ' - - 1 2 i s - IN�J 7.15 ,
h \ , �... - 1 s• �. .. SA . 1 Z, ,\ , � � DEVELOPMENT
�, k I \ )
M.B. 33 227 TRACT 'BC' '` ,--� .--� �---� �" � __ --- ' ;` ,", __� .. " � � � "_ �_._ � 5.9 •� ,..., ` . 3 _ _ -` ,� , -_�. \, ` � ` w 6 ELEVATED WETLAND - = DUAL INLETS
/ ( ) � � �- _-----"-� �- `• . SAS Y.1't � ''� ...._„_ � _...__.._ __ 2 , � � � � ac. ._ "� -r , , �� _ ,
1 t AC � PEDESTRIAN CROSSING 7 -- � _ � _ ! � RIM 18 8
24 �''..�- \ 104 / ; TST No. 15 W/ BAFFLES 1`a INV. 15.6
U - -NO 1•-X -� R E t I,
x �8 s r9 `� DI-6 RAFFIC 16. $ _ S M-H _ - _
•' ` ,' ' f �.. __ __ "- . . 2" B.O. ASSY. 15' LANDSCAPE EASEM _NT O
h� ./ BEARI G BLIND 16.6 - �o ..\ 9 �F./. - ?� t°�i � J �' ` ' r f> ; j I , Po.
9� 103 ;: /` \ - ,- WITH 4 BERM SEE DI:_TAI 12 ; \ L.._.' -;
a JUNCTION BOX �, ;.,;�" wo 11 x- 4 ,..-,- - ,(,, , �� _ 20 ( I-5/8 METER W/ �' ` _ : '
RI , ��• --- _��..,\ = SHEET C3) BACKFLOW (.to T,_
2cJ 1 F.H. SSY. I
AY. v ' .`� 26 102 INV 1 .74,E ,� A ; S"' �_ . 20 �, _ �, \ w.�'� P�� VENT R (TYP.) ��
�' �' <'0 18 F -8 a TA: 1 \' � _.._ �. I APPROX. i_OCATI�N 0
27 �s 1 1', \ y �, _ +nn ;.,,:.. ' , , SSMH N 0 . 1 R
., 24 RCP :DRIVEWAY PIPE. ,to ivc.
t•� , ' » . H. A Sly. ,�,: ;.\, \.. _;; � �'�i �
18 FES 0 �_{ , ; 1 : '� - �o� -I VERTS,•0 BE SET
C s 101 A 111 �: REVISE to FIE SSMH N0. 1 U
H NO 9 INV. 15 3 ; w, \%j: ;\ REVERSE (-�) 112 x8 TE :.
5 � » � I � ~"' ,V � �,k.}C, � ,r rW i , ; ��.. _ 118 ' � /, i r' � . , ' ` ., eS t �o �e �' p •� 3 a .„
8�-�V,- SSMH N0. 3 106 ; 109 �. ' ,\ R 1 �\ 1 .,, x x
you .. �„ ,,,;, k' t� HARE, 15 C (1) 2 �. e �o �� SS H NO. 1 S
1 GV
1 6 GV 2 B. A Y. :, „
1
1 ._ ._
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r
n \
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•
w ,
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1 2 GV ( `M� Ss 116 - ( \ L Y F 4
1) H A 11 ,
f i. r 2 �4
108 � �� p' ' ' , .�. 7, • `• _.-,.. , �,,� .-- ..- ���,� s �, � , � , a ems, ,� �
100 `
, �'' : �, , � ; . � ; :.• �., �� . � ���,r r- 8 GATE VALVE '1r�` �-�. �.. S � ..,.-
SO A � 1 ..
x 28 / _ SSMH' NO. 2A
o , M D FT ; `I�. ".. ►, r ,PE`R USA 'C./f�/ , ` \ '" 8 PLUG -� so
� � � � Middle Oaks Dr
• ,_, 1 �' \ ,/ M N0. 1V (1) F.H. ASSY. ��` � .� _ x �x"''s � •22•�
»;.. r .4 rf; ;'' SS H a.
T,KIY AREA i f :FEE > F' ; E , ;y'\ r ,' $T IN` A.R'DS ; F�O�' SW,' E i \
RC ©0.71 97 ' r / ;� 'f<' N E z
'` ,� , 1 / ;TST No. 16 W BAFFLES N F /N(--_...,. �•-`
�( \+r.Y .,, -a! ' \' l ' 4,, /. / ` / -r , r / / '.•�.•'••`"^..•,.. ,
r
,/ � \� \, �,$� �� ,�r^, r l'. , EL EN LORAINE
8 / > , , , ,v f `., 4�ACTIVR A /
r .,
.,. � �. � �r ti� \ •.r' '�� �/ � 48 HEADWALL-1 -,.. c•>x,. ,• " � �•, ,s.
_.._ __. g �,. D.B. 1251 699 z
SSMH N�7A _---- \ 18 FES-2 INV. .74 _ �� •� ./: ,,'' Jr, :✓` �.y , • f / f, � r. ; .� `^ 1 �-.COnC • •! r ; , ''; / I
' „ `
- .. , . y. , ' V 1 ,4 ' r' , N O . 13 /
'✓ ;� y r ,� ;• - ,` �: ,�` � '`.� " ,� ' .,,� ;4,� ;, ` .� , �� r .� INV 9.50
O r .;r , , ,. i r /�' BAFFLES 15 ELECTRIC EASEMENT TO BE _
TST No. W BAFFLES \ �S N0. 3B r ,` , » » ,
i 1 /' ; ;<. ,�,,;,� ` ,� \ ;, ,\ ; W �c'1,0 �c: / ,ED, �; �� SEE DETAIL i' ;:g� ;, .,
....,_` 6 �`{ \ f�; `,;' �y , ( ) PROGRESS ENERGY 12 x 8 TEE �3 a ..,.`` 'e
'', ",;, �, „ �; f` ��;, � � CLEARED FOR R �� FIVE REC AR A
--' /----/-`/-/--r----' ' ' ' . ` • •.,,,,,,• 9 4 ; ,r. AR, 'ram `. -. ./' %,.; . ,'', ;' % ;'' /� e' r , `c ,� 'Gr , r,
• I /. TST No. 4 W BAFFLES ELECTRIC UTILITY EXTENSION 8 GATE VALVE �, 5c35/ F ,
`� Lv: . , r :i ♦ r% :' 6r` � ' .,' r"'. f J , \ man , . y`._ ✓. ; f / i / ,! ; r jp,0i
..-
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cn 1'8 FE pusu Jf'-`.. 24 F -23 IN 14.80 S ,", �''�• �;'\, l' 3:1 SWALE 1�.6 CONSTRUCT
/� a_ ._._` f ' SSMH NO. 1 T.
33 34 NV. 1��6.7,4 / o Op PERMANENT I
W E No.3 SS H {�0. c ; \ �x� S H NO. 3A � � .,? ►,
�� f \ (SE STORAGE DAM ( )
3:1 S V. 1 �" FES 15 � 16.9 �`.V' � �' 73 '���i"$�.`' C$�R>> .- r%� ` ;`� SEE SHEET C13 1 12„X8 TEE I I
, 76° ``'� '�" ' ' f %6• 10'x5'x18" ED( )(1) 12 GATE VALVE JACK AND BORE�0n-'S=ery tion/ ra 24 PE END SMH N0. 2\ ; � �� , �,'�' `' +� � INSTALL #57 STONE» 55 LF$% I . �!W,
' '� o :1 OPEN GRASSED SWALE C)
SSMH N 6A 1 tits $9 \ �- INV 13` 0 ,' ;C v '� ti ' 3 1 8 GATE VALVE
'"• TO UPSTREAM FACE N F �
'-Krezr' \ 90 91 (1) F.H. SSY. r"; , , \ ,f ,
• \ 77 W' r OF PERMANENT GLENN R./& KITTY R. CASING W 0.250
» r 4 ,, ,'; ; s>r \ iY P` (1) F.H. ASSY. /
4 CONC. SIDEWALK 1 1 8 x2 EE92 D` I 0 72 �� ' �' ins,-.' r r 20 DRAINAGE EASEMENT SASSER WALL THICKNESS
2± ` () �,. N F STO RAGE DAM »
35 .5f END '�%' / ' / D.B. 775-156 (1) 8 x8 TAPPING SLEEVE i
F. H . ASSY.---.�'� ,--_• �" (1) 8» GV RIM 1 Q .. 18 P E ; , .�.f
' ,, ; CAT N
\ 1 2 GV '� INV 3.43 -INV 14. . HERINE L. GRAHMA I
O
A
r` �' 8" TAPPING VALVE I
,---,�• 7$ _- 71 j;'} . ��' y 1 8 x 12 REDUCER I
D.B.D11 97
SEEMDETAL )SHEET C13 ,;` O
3 6 �.., �, 4., (1) F. H. SY. » C
1 8 TEE 24 ES s _ ' ,r �`� , I�
-' I- ) �, ��, I { 24 LS-`2.2 I N ;131 r0�z f` , ��'- r' I � I
(2) 8" GV o i 84�/'/ 83 82~. IN 13.07 ---
_ N6T49'4i•w p• ` 8a ` 79 / 6'x�1 fx'� $ rED`/' % ' \f �� •,,,../ I CO 8' X 8' BORE PIT
8
X
�,� �.,� o _ _._.._ �, /, - f._ ' ' ; �; \'• �` � �' �� �--� � ( � Midd�.e 4' DEPTH
37 ; , .0 ��. \ \ >X SM (N0. 2D ,�f \// o�" ,, NOTE: PERMANENT STORAGE DAMS
Oaks �r {
SSMH N0. 2G � �• ' I' � 69 NOT REQUIRED BY REVIEW AGENCIES.
_ r ---• ""..-• ,. TO BE REMOVED UPON FINAL
{ 3 :1 ALE N �,1`, .� + --
38
COMPLETION OF PROJECT.- :...._
\ !� •s s.
64
rn kJ5 5 ,�� • r;,%y\ SS M N 0. 2 E h� 6 �! f 68 r
/ .34 SMH N0. _2� \ ,�� wcn 3 ' /
�`\� % AS-18 12.52 ���ti I SITE DATA
r-- • a (ANGLES `'\'.P �, t TEMPORARY CHECK
• f - " A'IVE' ` f w/ 6 x 1 x 18 ED I I R-15
INTERSECTI NS (TYP) X, . 13• �.., �.` DAM 1 ZONING
�' : r J ' %\ �' 65 �, ry- 8 X 8 BORE PIT
q.(� < 1 �y S'Ij f "' ;, , .�. 6.�°'` TST No. 2 W/ BAFFLES DEPTH TOTAL AREA GROSS 61.9 ACRES
------- I 53 56 �>�.._._ � ��`f. SMH 4A �% � y 4 DE (GROSS)
`°,'\ \\> \ TOTAL LIMITS OF DISTURBANCE 41.2 ACRES
EXCOR MA1 f NG SSMH N0. 2H \�;\„ #•• PROPOSED BUILDING AREA 25,920 SF
.?-• i ,/. PROPOSED ASPHALT AREA 178,471 SF
41 SSMH 0. 5A �., � 1 �l
x _._57 �`� '' ( 6 ��z�•.► TST No. 3 W/ BAFFLES N/F PROPOSED CONCRETE AREA 21,152 SF
4 502 ��,• �; �� ONCE STABILIZED WALTER C. & SUSAN B. WALLS
'^ CONSTRUCT D.B. 1160-1175 M.B. THIS PROJECT NOT LOCATED IN A FLOOD ZONE
32/226
i ;; -- ._._ . ` f � 1 / 6�__--. •• ��• 9�`��- .•PERMENANT STORAGE
(1) 2" ASSY DAM. SEE DETAIL
4-251 ON SHEET C 13.
N/F
MARVIN H. & CAROLYN CONGLETON
M.B. 25/ 127
TST No. 7 W/ BAFFLES (TRACT A)
50' TEMPORARY CONSTRUCTION ENTRANCE
11 SSMH NO. 1 AC 16 LF OF 15" RCP
�SSM 0. 21 SSMH.- NO. 5B235
43
•/ , :a
50 60 -
1 (1 } F. H. Y. 59 -`
44 .v
41 49
2. .. _.. ...._.... _-....- ._ .. .ATM' • � \ •_ '•^-•' J/ ..
.NSF �; ' TST No. 1 W/ BAFFLES
20,
r
C�ADE y ,46
)CONSERVA`T�IO . .�� ''' - " - :1.._, SWALE No.4
47
r\ }` TST No. 19 W/ BAFFLES
�- SSMH NO. 2J
\ BARRICADE TO PREVENT ACCESS
41•v v. PPG - :.
TST No. 18 W/ BAFFLES
7
N/F O O
1
AUDREY S. & CHARLES C. YOUNG 4
D.B. 1709-0430 (REF. D.B. 964-271) 2
2
' NO. ROAD NAME
S 1 DEER HILL DRIVE
e? rFlli F qi OPF nRIVF
EIP
N/F
GEORGE A., JR. & MARY LORE MOORE
D.B. 1411-1247 (REF. D.B. 964-271)
ana r ire myarant Locations
Scale: 1 " = 400'
Curve
Radius
Length
C1
704.21'
337,32'
C2
525.00'
250.67'
C3
920.19'
512.77'
C4
1 310.00'
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'
171.60'
C 10
310.00'
213.72'
C 11
310.00'
97.23'
II
LEGEND
DROP INLET w/INLET PROTECTION
i
NOTES:
..•
CONCRETE AREA 1. 10' PUBLIC UTILITY & DRAINAGE EASEMENT
PROVIDED ALONG THE FRONTAGE OF ALL LOTS.
(175) LANDSCAPING w/AREA 2. ALL SWALES TO BE LOCATED IN A PUBLIC
DRAINAGE EASEMENT.
3. ALL ROADS SHALL BE PUBLIC AND BUILT NCDOT
- -- -- �9i-- -- -- EXISTING CONTOUR STANDARDS.
X 29.63 EXISTING SPOT ELEVATION 4. THERE SHALL BE NO ENCUMBERANCES WITHIN THE
EG
o PUBLIC R.O.W.
PROPOSED SPOT ELEVATION 5. ONLY NCDOT APPROVED MATERIALS ARE TO BE
STORMWATER RUNOFF DIRECTION USED WITHIN THE RIGHT-OF-WAY.
..--- 6. WATER BY CFPUA.
TPF X TEMPORARY SILT FENCE 7. SPEED LIMIT ON MYRTLE GROVE ROAD (SR 1492)
IS 45 MPH. WE DO NOT PROPOSE A CHANGE TO
TEMPORARY SEDIMENT TRAP THE EXISTING SPEED LIMIT.
8. ALL R/W WORK WILL BE COMPLETED AND THE
K121, rov. MORWRIff LIMITS OF DISTURBANCE AREA STABILIZED WITH EXCELSIOR MAT PRIOR TO ANY
RAIN EVENT.
'� CERTIFIED 404 A . P P R OVED
y
WETLAND AREASNORTH , ,,
LINA ENVIRONMENTAL
MANAGEMENT COMMISSION
WETLAND AREA TO DIVISION OF WATER QUALITY
"i . E-cEIVE
BE FILLED
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PERMANENT C.O.D. (WETLAND DELINEATION UNDETERMINED)
AREAS (20.06 AC.f)
WETLANDS COMPILED FROM DATE PRINTED
FIELD INVESTIGATION BY:
MITCHELL & ASSOCIATES, INC. JAN 1 0 2013
BUILDING D / SUITE A
3975 MARKET STREET
WILMINGTON, NC 28403
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SHEET 1 OF 1
0501

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DESIGN PGT
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SHEET 1 OF 1
05011

REVISIONS
4' MAX.15% SEDIMENT TRAP FILTER VARIES (6'-8' MIN.) SITE WORK NOTES
19-GAUGE HARDWARE CLOTH 35% 25% 25% SA AS DIR. BY ENG. 1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING pate Description By
- - - - - - - - - - (1 /4 MESH OPENINGS) SA SA SA
Flow - CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
-�__-...r.__ - STEEL POST 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS R1 PDATED WHEELCHAIR.
T 3/2/09 REV'D SEDIMENT TRAP J P
--.r -! -{.T : , -r) ";>I- `." {-I i - ' WIRE FABRIC OTHERWISEDESIGNATED TO REMAIN. TABLE. ADDED BERM
1,-I_�.r..y .rf. '..;..;,_ `_f:T;i :1..:}:-.d-i'i ";._ t'-?;�'.7 %"�' �Qf..;.1-7::f_-.C, _.I,.1 _ _
N OT 5 OR 57 ( ( .r -hl ,--; -r-� - - OF CONSTRUCTION UNLESS
CD # # ffI }tr:, r .; t-= .. (r:r�- l _r., :.j: _:" K! -�. {. ,�v -- t' I- ,-- -- - _ AAA STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, TRAP TABLE
hl s �r � -✓- yv 1 , 1 3. GRUBBING AND ST G
WASHED STONE r µv ��� r l f f L ,,., _y.r_(
�� I - - - _ FILTER FABRIC Z
`I_r. , .1�;� . �,,1 ���s.-: _� ; . - r , � �°- -, -. MIN. 12-1 J2 GA. c Q g VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC R27 REVISED TST 4
( 11 _Q� "' � r ? le'F i + L. "E i- It i' i-� y- 1 �I INTERMEDIATE WIRESI LL ° EJ
.-.I ��.,� " k Mi I_ . �, w MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION, 5 10 11
1 -`r ELK y _ �';I POROUS BAFFLES T PLAN r % t „� i . _ - n
n^ " �(` -1 � 1 4 m mi- � , �� -, 1. (SEE DETAIL) C{11 ' ' > ' w 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL R30 EVISED TST 19
�(J NCDOT #5 OR # 57 ��_ k : �. -
x-'- ^=
' _, (� -i I - - - � EJ
WASHED STONE ; ' H _, _ ,. . _ i - _: � -. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 4 5 12
1W
�. L .:. _ _ I I •� , .(.::I::_�-� EMOVED TST 5
® �--t .r .,� I-�r�7fft' ._. 4[,- t-V ut-L. �S������ 1 q _L--= � ,,�- I 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE R31 EJ
12" MIN NCDOT #5 2' 1 1 rn I ( REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 5 18 12
(� of OR #57 WASHED SPILLWAY ANCHOR FABRIC SKIRT SEE PLAN 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT, R36 UPDATED TST #4
n SPI A o AS DIRECTED BY ENGINEER 0 26 12 EJ
OF8 STONE I7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED R37 EMOVED CURB DETAIL
��
2 I I ISEE PLAN EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND 10 13 ER DEAR COMMENTS EJ
2 •� cn FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES,
^' --- --- VARIES u U Sk]CIICN L - '�J'l
g1 F1A1gol p SVED E�UAL5 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
1 lil l�n-ITN- NOTES: ENERGY DISSIPATOR PROPERLY PERMITTED FACILITY AS REQUIRED.
Mire- --1Tm�T q 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
�/ 1=III=111=1 2. W 1. FENCE FABRIC SHALL BE A MIN. OF ES IN WIDTH AND EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
CONSTRUCTION SPECIFICATIONS: � UNDISTURBED QE -III-11 j-III- III -I I �- � S w SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING FILTERED POROUS BAFFLES SUMP CHANNEL BOTTOM s�-° I=1I I-- I l I-1_ �Op0 a SPACING. IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
THE INLET. (SEE DETAIL) BOTTOM 2�-1I1-1'� II1= >
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND WATER CROSS SECTION _ EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND - I_I i i ' =1 - 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING,
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. _ ; I I_I - I ;-�- 36 IN WIDTH. FABRIC SHALL BE FASTENED
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. 4' MIN I BERM II ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
11
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, -1 ENGINEER. RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE ., I - _ \ NTS
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. . _ _ P� 3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE APPROPRIATE PERSONNEL.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR 57 STONE) ON A 2:1 MAINTENANCE: - - SELF -FASTENER STEEL ANGLE TYPE.
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 6 INCH OR _ - 1 1. EXISTING SURVEYING PERFORMED BY DESIGN SOLUTIONS (CINDEE WOLF) AND SUPPLIED BY THE OWNER.
SMOOTH TO AN EVEN GRADE. EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER 7 A A 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, OBJECT) oPRORAINFALL
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. OBJECTS TO PROVIDE CUT THE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT I 'I_ � P+ TEMPORARY SILT FENCE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE - - - �.
STONE As NEEDED. 10' PRIOR TO INSTALLATION,
3' MIN NTS
13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
STONE SECTION A -A GONG. FLUME HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
INLET PROTECTION TEMPORARY SEDIMENT TRAP TABLE U_ �-- VALLEY U_ 10' AT FINAL GRADE,
HARDWARE CLOTH AND GRAVEL No DISTURBED �� RFg(�D LENGTH WIDTH DEPTH PROVIDED PROVIDED Q W CURB(BEYOND) �>- CONC. FLUME 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
NTS AREA (Ac) cl ft. s . ft. (�) (�) (�> cu. ft. (cfs) Li.1 W = ¢ i� METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
1 oso 2s8o s57 50 20 3.0 3,000 1,000 2.20 6 Ld CONCRETE r 3 OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
2 2.22 7,992 2,657 110 25 3.0 8,250 2,750 6.11 W a- FLUME ATCH FIL R FABRIC 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
20 GA, WELDED 4 x 4 PRESSURE TREATED POST 10' Q- TO GRAD-e." A
WIRE FABRIC 5' O.C. WITH 3' MINIMUM BURY. 3 0.40 900 299 20 10 3.0 4500 500 11.110 _ 1/2% SLOPE ENERGY DISSIPATOR ORROMHER TIRAFFIC CONTROL DEVICES MSHALL BE PROVIDED BINRACCORDA ACCORDANCE NCDOT
4 0.40 1,440 479 50 1
VEGETATED 5 REMOVED X x X x x X x x ,,:. NTS TO MAINTAIN SAFETY AND TWO WAY TRAFFIC,
FILTER o ° o o a -W 17 o ..o o '. o 0 0. ; :: //\\//\//\//\// //
6 REMOVED X X X X X X X X oo°oo°000°,° \ \ \ \ ° o° o° o 0 0 \/\\\�\\\\\�\\�\\" 17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
FLOW 7 0.36 1,296 431 30 15 3.0 1,350 450 0.99%//%//%//%//%// ����%//.�//i.�/i // // /�lj`� j\/��//��//,�//�/
\i\\i\\/\\��\�\�,\\" ,,,,, ,, \,\\,����\\��\\,/II11,,\ . ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
WITH STORAGE RIP RAP STONE BEYOND 8 0.60 2,160 1 50 15 3.0 2,250 750 1.65 /�!��!%�!%//''� ►�
^` 3 MIN. COMPACTED SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
/////// / / / j / / / j / // // // / 9 0.35 1,260 419 30 15 3.0 1,350 450 0.96 STONE
,/ ,,/i / / / / / / / / ,, 15"' CMP 10 0.41 1,476 491 35 15 3.0 1,575 525 1.13 " 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS �.,..,�
\/\/\/\/\/\/\/\/\/\/ AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
\,�\l�\/,<>/,,�/,,�/,�>I/,�\1�\ (SPLIT IN HALF) CON R ETE FLUME SECTION N A -A �
11 o.so 2,1so 718 so 1s 3.0 2,2so 7so 1.s5 oP° 19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
SECTION a -_--BURY TO EXIST, 12 0.43 1,548 515 35 15 3.0 1,575 525 1.18
NATURAL GRADE 13 0.19 684 227 30 10 2.5 750 300 0.52 NTS � �� CHLORINATED RUBBER ALKYD, FS TT-P-1 15, TYPE III, FACTORY MIXED, QUICK DRYING, E-i
LINE DAM BOTTOM WITH FILTER FABRIC J NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
� ,� � 14 0.31 1,116 371 50 .. 10 2.5 1,250 500 0.85 1 4•'-0" Q 0' MAN NIGHT REFLECTING. �-�°
15 0.86 3,096 1,029 125 10 2.5 3,125 1,250 2.36 tom' "1 0
WIDTH , ,>11� 16 0.39 1,404 467 60 10 2.5 1,500 600 1.07 6" 3'-0" 6" 20. DUCTILE IRON SHALL BE CLASS 50.
EXISTING NATURAL
A AREA TO REMAIN 17 0.27 972 323 35 12 2.5 1,050 420 0.74 P 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE Q
STRENGTH OF 3000 PSI @ 28 DAYS -AIR ENTRAINED. Q4
EXISTING GRADE �„ ,�„EXISTING GRADE UNDISTURBED 18 0.33 1,188 395 30 17.5 2.5 1,313 525 0.91 6' MI 22, FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
_, .. t PLAN VIEW 19 0.36 1,296 431 35 15 2.5 1,313 525 0.99
^`{ < <' I r `'' ' f�`.=' 4, x 4 PRESSURE TREATED POST 20 REMOVED x x X x X x X x -1 1 1-1 11 , . 1 -- COARSE AGGREGATE ��`� BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
5 O.C. WITH 3 MINIMUM BURY, SPI!EADER DETAIL 21 0.13 468 156 20 10 2.5 500 200 0.36 I=1II (IIE �ti PAID FOR BY THE CONTRACTOR.
20 GA, WELDED _ ------ ----
=) I I=11 I ' N 23. SEE GEOTECHNICAL REPORT NO- _ --, DATED _ --, BY -_------- Li
WIRE FABRIC RIP RAP NTS 22 0.16 576 191 25 10 2.5 625 250 0.44 ° v ------
-III _ p `'
ELEV. 19.25 23 REMOVED x X X x x x x x _111=,111 ° TEMPORARY GRAVELLED FOR ADDITIONAL REQUIREMENTS.
T- I -I ° d II 1'I-
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a- °> , +"a," -i CONSTRUCTION SEQUENCE
A' TED FILLER SEE PLAN SHEET FOR LOCATION i-� � o°'o 0 0 0 o a o a o 0 0 0 .o 00000000000aaa.00 �
ELEV, 19,00 50 VEGETATED o0000 0000000 000 00 0 000 00 0 0 0_ o_o
ti t -'-` NOTES: -I I I=Pn-.1ulq=r11-,,`Zr=il - TP=1_1 '_ , r=1 I Prl-11q I I= CONSTRUCTION ENTRANCE 1 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST 1=1I1=1I1=1I1=1I1=1II III 11I-111-II IE 1I1=1I1=1II-I EVERY RUN of 3 FEET 1 VERTICAL TO 3 HORIZONTAL). EXISTING NATUR L SUMP SECONDLY. :111-1 1 1-11 1-1 f 1=1 11=1 I I I I=1 11=1 11=I 11=1 11=1 11=1 I I- N
AREA TO REMAIN NTS ! 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
LINE DAM BOTTOM WITH FILTER FABRIC 2. SEDIMENT TRAP HEIGHT TO.BOTTOM OF SPILLWAY /�
UNDISTURBED WILL BE NO LESS THAN TWO FEET. INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
115" SECTION OF 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 3" MIN. COMPACTED STONE 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING P-I C Q4
15" CMP x 10' LENGTH CONCRETE FLU M E D ETAI L. 0 Z Q
CROSS SECTION 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE SILT FENCE CHECK DAMS ETC,
CROSS SECTION MEASURED PERPENDICULARLY FROM THE FACE INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
OF THE LARGE STONE. NTS CONSTRUCTION. Z ��
LM'L SPIER DETAIL 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF ]�/'�
pERMENANT STORAGE DAM 3600 CIF of SEDIMENT STORAGE. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. `J 1
NTS NTS 6. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENTHAVE
1" DIA H.D.B. U BOLTS W 3" STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS). ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE •/'�
6 WASHERS AND NUTS ALL STAINLESS STEEL 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY CLEANED OUT A5 STATED OR WHEN HALF FULL, r:��J 1
0 ( )
12" 401 PROTECTO CERAMIC LINED D.I.P. SEWER MAIN AS TO LIMIT SILTATION.
12" 401 PROTECTO CERAMIC LINED D.I.P. FORCE MAIN SUPPORT ROPE SEE IN ACCORDANCE - - 15, IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN Z
C) Z
WITH GRASSING DETAIL DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
30• CUT TOP Co? 30' AND TO WIRE TO SUPPORT POST -' I I -I i P� I I_1 I I-- - � ° FUNCTIONING, RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION, <� (Y O
SEAL WITH COAL TAR STAKE TO SUPPORT WIRE .I s: 1 S\ _ -I z 6, IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
PREVENT SAGGING 24 INTO BOTTOM - I - slap 5.� -I I II I� I1- DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM E- 4
OR SIDE -III=E _111 ENTERING STORM DRAIN PIPING.0 (.�
' l--) - 1-1, SEE SITE PLAN FOR INVERT 17. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. U)
8I 1,. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. II._4 Z I
I
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. �.,,I �% H� I ; ;., TYPICAL GRASS SWALE ' J. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION iF THOSE ON THIS�j
PLAN PROVE TO BE LESS EFFECTIVE. � � 1
NTS II 1, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION, W
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION,
T
8" DIA, CLASS 2.5 CCA W
PRESSURE TREATEDI PILING : , r • : S s ,,,'
�, , �,4 y �:<. s. ,, ��,,,,. ..� � , , , u � MAINTENANCE PLAN H
(18" GLUE CAP) I 1 ALL EROSION AND SEDIMENT CONTROL PRACTICE C
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12" GRIFFIN SNAP LOCK I ` } �:' x OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
OR 401 PROTECTO CERAMIC 1 L ;" ' ' `�`�
LINED DUCTILE IRON PIPE '- " - -
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
- z i 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY •
_,_I I 5�op - I I_1 I I_, , _ O g
= 3 -5 � - _I I I=, W n TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. U
i -I- -11 X THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
PILE AND BENT SECTION DETAIL 1 I I 1- SLOP _ � - (I I- Q W I THE SITE, IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
NTS > I 0a O R MESH 0 R SIMILAR, STAPLES 0 R I l i -1 e 1._- I I I V)) ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.0.4
TRENCHED INTO BOTTOM OR SIDE I 1 I=' II 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK 0
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION d''
3" #3o FELT WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL ^ 00
LATE WINTER & EARLY SPRING SWALE " " Q TYPICAL GRASSBE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. C N
TEMPORARY GRASSING DETAIL 1 DIA, HERS BOLTS NUTS
CROSS SECTION . OF POROUS BAFFLE DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
SEEDING MIXTURE o.s WASHERS AND NUTS (TYP) - NTS DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. Z co
I SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
.�e�. RATE AbLggW N T S
Rye (grain) 120 �2"x`12" CLASS 2,5 CCA ~�
Annual lespedezo (Kobe in
PRESSURE TREATED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS1:4 *
Piedmont and Coastal Plain, P`� �-. FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED, SWALES MUST BE O
Korean in Mountains 50 - - X/ W = = ZWOmit annual lespedezo when duration of temporary cover is not to extend , (-I I ,3. 5 5•.A 1;- I I=1 I-"'-"'- (n � Q TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF (t
beyond June. .i- I,. -I. W
r S ?O - I I 1 IF 0-: ACTIVITY ASSOCIATED WITH A SWALE.
SEEDING DATES: -Ill- LOPE O 1 1 l_, E W
_ II_ -I 11=I 1 Q W- 15. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
Mountains -Above 2500 ft; Feb, 15-May ,5 -111= I_ - 1 I - -�1_I I =1 I 1 > W U? THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, STAKES MUST C� �-I
Below 2500 ft: Feb, 1-May 1 -III. IL
Piedmont I- Ill- '' �� BE STEEL, STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH Z Q) � 0 Co
Piedmont - Jan. 1-May 1 -I 1 I- 1
Coastal Plan. Dec- 1,-Apr., 1.5 FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD -I--�
SIDE DEAL C
SOIL AMENDMENTS NTS BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTRH FAAB RIC � O
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
Fallow recommendations of sail testa 0 apply 2,000 lb/oars ground ogricul- STO RAGE SWALE DETAIL DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED Z�, co Z
turol limestone and 750 lb/acre 10-10-10 fertilizer.
CUT OR TOOLED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED � Cfl w
SPRING -SUMMER NOTES: NTS 2 TYPE SF 9.5A (NCDOT) JOINT OR IS DAMAGED. Pq w
MULCH PERMANENT GRASSING DETAIL „ 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS r r I I z
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 1, SIDEWALK THICKNESS SHALL BE 4 UNLESS NOTED OTHERWISE, 8 ABC STONE (NCDOT) '�
OR A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SEEDING MIXTURE BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN O O CD w
USED AS A MULCH ANCHORING TOOL. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. SPECIES RATE RATE �jb�acxls)
3, THICKEN SIDEWALK TO 6" AT DRIVEWAYS, THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES n\ -+.-� � e-•I
P N CO BAHIAGRASS 50_.......__.:,_.:....__.............____ ...............-. WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME t4 6) � a-
E SA LA
�iJ
a _�va,_.,ry?;J.ge--.ye"nJ: -.:•+ - - ':cv?ys; ^..:?: ::ti
r:.;•:, _.?•+�:•:>•1:�,?..:xxe;:+;,•�.,?.:.,?. _ „_�`5`C', �:`Rfi�i::£%:�::�)4:nV.".St;;isflS�•u.3iS:Gk�k�::...sus`,.tv.F ...<... -
MAINTENANCE COMMON
LE RMUDAA 30 4, THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
COMMON BERMUDAGRASS 10.+:.�,.�..;'?e-.-::�'_:-:::..�.� �,.?.,, �..�„r.;.�:,.,":�_:�:.->.._........_.._.:_:., .. ,.:..,....:..:.., :::.:_:.:":...r..:.:.:...:,.z.
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN Q
� � � �
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- GERMAN MILLET 10 WITH NO CURB, DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE -I �
mediately following erosion or other damage. TALL FESCUE 50 „ ,
5. 1/2 EXPANSION JOINT (E,J.) REQUIRED AT 30 MAX, AT SIDEWALK ��O� CO INSPECTED WEEKLY AND WILL BE KEPT CLEAN. �""'� I~ g
TEMPORARY SUMMER GRASSING DETAIL SEEDING NOTES JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. - - ``7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS 0 � � 0 X N
1, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA, 6, PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT IT I I -I I I- BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT r-.i � 4 Cd
SEEDING MIXTURE 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE D CANNOT BE- PARALLING CURB OR STRUCTURE, I I I -I I I-1
COME A PEST, BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/acre CENTIPEDEGRASS,
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR �I `��,,,. p„{
SeE�. RATE Qb&=) 7, REINFORCE w/6x6-10/10 W.W.M. NOTE: PAVEMENT SECTION MAY VARY REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
GERMAN MILLET 40 SEEDING DATES DEPENDING UPON FIELD CONDITIONS.
N ANGRASS MAY BE � CONTRACTOR SHALL COORDINATE PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SU D APRIL 1 -DULY 15 30 MAX, SPACING �•� THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND _
IN THE
AT A RATE OF TA LB/ACRE. URB W/OWNER & GEOTECHNICAL WILL BE KEPT CLEAN.
SEEDING NOTES SOIL AMENDMENTS ACTUALEPAV�MDNTESECTION.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
MOUNTAINS -MAY 15-AUG, 15 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre I
PIEDMONT - MAY 1-AUG, 15 GROUND AGRICULTURE LIMESTONE AND 500 lb/ocre 10-10-10 FERTILIZER, VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL .
COASTAL PLAN -APR, 15-AUG, 15 ' ° 4 ° ' °'- .R ° ° ° ° ° PAVEMENT S E C T I 0 N
:_, . � : �. � . °� °.° ° .� . °..� °-� �-; OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
�Li v a .J v cU° . W. .° v°. U �o +9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND #�
SOIL AMENDMENTS MULCH ., . ° ° NTS INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
° . 4° ° °
I'll
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH, ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
J.
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE m _ w o \\\\ I I IAI I I ��
> " , „ � � SIDEWALK (6' STD.) H�.. \\\ C / 1 � /��
MULCH uSEO AS A MULCH ANCHORING TOOL 1 -6 X 1 -0 X .080 STD, ALUM, �-+ �Q� 3"fl a" A B Q¢< ��` .`�%\ / o �ij
C J RESERVED HANDICAPPED PARKING SIGN BROOM FINISH PERPENDICULAR M� o QOYF� � UTILITY STRIP 0-D1 (MIN.) z�=v �� /i
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, TO READ "RESERVED PARKING" rl loao�, Qos gsta °ROP CURB z'OETECTABLE O.o2 MIN.) O.o4 (MAx.) a^ �� HZ •��C`/•'
1 (STD. 2'-8" CURB N 0.08 ((MAX. 0.02 NORM.) 0, �i
TO PEDESTRIAN FLOW DIRECTION o -I� l &GUTTER SHORN, 0.04 (NORM.) Ron = 'pF11
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE ° . I H z - 1= DVal
USED AS A MULCH ANCHORING TOOL, MAINTENANCE -I d4°k w Q tL . •Q i •••'
PARKING WITH IDENTIFICATION SYMBOL, ,g
N r-' = O D D m °� 3,T 12:1 MAX. RAMP Q VCy.'3 s`�`
REFERTILIZE THE FOLLOWING APRIL WITH 50 Ib/ocre NITROGEN. REPEAT AS GROWTH °.. BOLT TO W.D..I?OST W/ 3/8 CANDIUM PLAN _
REQUIRES, MAY BE MOWED ONLY ONCE A YEAR, WHERE A NEAT APPEARANCE IS rz„ m o d' ° k =1- z'� -? SEAL _
MAINTENANCE C• PLATED NUTS BOLTS &WASHERS, `;�` 4 a DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. ° ' z , i o �'n z '; °" 1 - X co I- U_ o ,
4' SIDEWALK o=_z j" SECTION B-B o` co= - -
. .+
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH IM- ° 9" X 1'-O" X A8O STD ALUM, SIGN [_ �aD �s a' ` ,_ I � °
N3000 PSI �% " e y °• 17374 Q,
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, °° TO READ "MAXIMUM PENALTY $100 '_ 6' S' 6' r„H ? '?a rFs s:DEwALK 3'-a^ e'-o" 0 F W o J / \
FALL --WINTER
° E.JQ GS 20-37.6 BOLT TO WD, POST CONCRETE Z
�/ ELEVATION CU R • </--
GRASS
ING DETAIL ....
GRAS TRANSITION CURE TRANSITION .
PERMANENT 1 � = <<��••FNCI NEB- '•�
WITH 3/8 CANDIUM PLATED \
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE NUTS, BOLTS &WASHERS. -
BLDG.-STRUCTURE r'' 12 �. SL PE YAI IABLE ffiOPE9 NOT - 9 �/ // C�EGO� \ �\
O TO EXCEED 12:1 (8.334, �� S ��
SEEDING MIXTURE RATE (IbfNx�e) PLAN COLORS-- PRESSURE TREATED 4"x4" POST 2 0
S( PE :12 f-`.:..°. SECTION A -A .� I l I I 1 11 \ \ \
TALL FESCUE BLEND OF TWO OR �� LEGEND AND BORDER GREEN
RATE Ib acre) ( oo » WHITE SYMBOL ON BLUE BACKGROUND
SPECIES �, ! THREE IMPROVED VARIETIES) 2 _ FINISHED GRADE o _
...
TRIO VIEW
1 /4 x 1 DEEP w/AN ., ,, . "' SIDEWALK ISOME
RYE (GRAIN) 25 1 /8 R TOOLED BACKGROUND WHITE se�"sTo eas"o1> u-
Rye (grain) 120 JOINT 1 /8 R TOOLED JOINT „ _ _ - 1` ° H NOTE: NAPORTION
EXTEND WSIDERTHETRETURNS (� kp>t DATE 10-14-07
SEEDING NOTES SEEDING DATES 1 -1 /2 R(TYP) - �, _ - _ III III -III -III -I I NOTES:
JANUARY - APRIL III -III -I I (=III -I I (- x = 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE ~ a
RAMP FLOOR AS SHOWN ON THE DETAILS. EXPANSION JOINT 3 d DESIGN P GT
m (p 2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK, m� -' cc
MOUNTAINS -AUG. 15-DEC, 15 AUGUST - DECEMBER MAXIMUM Im -� OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP. o� p'&b E STD. 846. )
COASTAL PLAN and PIEDMONT -AUG. 15-DEC 30 ° . ° ° ° ° a .. ° - - - 6x 6 - 1 / 1 O W , W • M • C z ti' SEE NOTE 1 e<y$T Q , `
z 0 COMPACTED (6E D, DRAWN J LR
SOIL AMENDMENTS ° I -_-I I I I: I I -I ( SU BGRADE .�i RAMP WIDTH AREA IS VARUBIE a / 2q� r'kq=, �%MmgT
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 Ib acre ° ° , D�°yi Q =
SOIL AMENDMENTS / ° PENALTY _ _ cr
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND ° a ' ° p� -I --I I I- I I T
APPLY 0 ACR GROUND AGRICULTURAL 1,000 lb/acre 10-10-10 FERTILIZER. o 0 0 o I I- A M O 6' . w+.81 . B **
FOLLOW SOIL TESTS OR L 2,00 LB/ E / ( ) - I_ - I I I- I M7 OA5'R TO D.7mn Y' / W
ff \ I --I '� �'- O O O O O O BASE DIAA1EfER 8' 0.0` 8.8' B.8' 8.0"* SIDEWALK < (j 0
5' 0.0 6.6' 6.8' 5.0'•
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. $250 3 8 TYP _ _ K 7' 0.0' 7.8' 7.3' 6.5' Ui W
MULCH 1/2" EXPANSION - -'I I=I I= I=I � O O O O O T°PD aP NO 6' O. a.8' 7.3' 6.6'THIS _
6" ABC STONE NCDOT - - (LJI SECTION O O O O O DIAME TO NO MORE 5' 2.0' 7.8' 7.8' S.0' U$T PORTION
AA �WIiT1FNRAAP / / u!
MULCH APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE JOINT MATERIAL ( ) GS 20-37.6 - I_- _ o 0 0 0 o nIAN ssx oFmEaASE 5' 2.5' 8.3' 8.1' 4.6' 3
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP- » - 5' s.o' s.s' 6.3' 4.a' cRosswALK LIMITS. Z
WHEEL CHAIR RAMP (SEE NOTE 13) J
r I I I- I- I -I I I �, 5' 3. s' 9.3' 6.4'. 4. 1' (}
APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 6 ABC STONE(NCDOT) " o O O O O O U s' a.o a.a' 6.6' 3.S' W p
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE LNG WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN I 1 2 `
USED AS A MULCH ANCHORING TOOL, BE USED AS A MULCH ANCHORING TOOL. 7o s' a.s' 1o.s' 8.7' 3.a'
s' S.0' 10.8' 8.8' 3.1'
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)LEGEND AND BORDER -GREEN DATE PRINTED TYPICAL SIDEWALK AND SEE NOTE ,
O.Y TO ,6 16 B X-(A+9°, SEE NOTES �3
NTENANCE MAINTE �iE 53AtF 411G n Ali! IiITF """1
B s DISTANCE FROM FRONT EDGE OF SIDEWALK 2, 12 A 17
TO BACK POINT OF 12:1 (8.33As) SLOPE.
P D AI LR. o + BACK OF SIDEWALK DROP REQUIRED FOR ALL V C E- yT 7 - ^7} 7
CHAIR RAM o °' PRECAST c •B' sIBEwALK SLOPEs. PLANVIEWf+ �,+*'�'t'°°I-'E' 1 '-"-�J V I 1 /Re air and refertilize damn ed areas immediate) , Topdress with 50 Ib/acre FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/ocre NITROGEN IN JANUARY 8@ (� �} WHEEL.��
SIDEWALK
ED SIGN DETAIL �IDAP®oQR ONCREiE •` BACK OF SIDEWALK DROP REWIRED FOflof n itrogen in March. If it s necessary to extend temporary cover be and OR FEBRUARY, 40 Ib IN SEPTEMBER AND 40 Ib IN NOVEMBER, FROM A 12-4-8, J0I N T D ETAI L S TYPICAL HANDICAPP NTS BIOEWALKSLOPES0.04. Q Q T WAL RAM_P_S
June 15, overseed with 50 Ib/ocre Kobe (Piedmont and Coastal Plain 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING SHEET t of a DETECTABLE WARNING DOMES NCDOT 848.05 DETAIL �Y'� SHEET i of a O O w
1 40" .IN. FLOOR WIDTH) $�$. U5 i
or Korean (Mountains) lespedezo in late February or early March, WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, $4$.DJ
AND MULCH DAMAGED AREAS IMMEDIATELY, MOW TO A HEIGHT OF 2.5-3.5 INCHES NTS NTS
AS NEEDED.

sw. y 105Z4� S
NEW HANOVER COUNTY Al.. "i( ID in ect
Engineering Department/Water and Sewer District
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
TELEPHONE [phone]
Fax [phone]
SEDIMENTATION INSPECTION REPORT
Beth E. Wetherill, C.P.E.S.C.
Soil Erosion Specialist
Email: [e-mail]
Ilk
Project Gradin Pennit # 35-01 Project Name: Deer Crossing Revision #2 f G�
Project Location: 6600 & 6510 Myrtle Grove Road
Person(s) Financially Responsible: Wilson Ki N & K Development
Address: PO Box 12615 Wilmington, NC 28405
1. Pictures: No I Weather & Soil Conditions: 85 Partly Cloud
2. Is site currently under Notice of Violation? No
3. Is the site in compliance with NHC Soil Erosion & Sedimentation Control Ordinance? No
Bold Violations Below:
4. Violations: (Bold Infractions)
(A) No approved plan. (13) Failure to follow approved plan. (C) Failure to submit revised plan.
(D) Failure to provide adequate ground cover. (E) Insufficient measures to retain sediment on site.
(F) Failure to take all reasonable measures. (G) Inadequate buffer zone. (H) Graded slopes & fills too steep.
(I) Unprotected exposed slopes. (.n Failure to maintain erosion control measures. (K) NPDES problems
(L) Other (describe):
5. Has off site sedimentation occurred since last inspection? N/A
Degree: N/A
6. Contact made with: Roman Zeller
Title: Supervisor
Inspection Report given/sent: Roman Zeller N & K Development Fax [phone]/Mike Hobbs ECC Fax 343-
6449/DENR
7. Inspection Report sent toperson(s) responsible: Wilson Ki Date sent: 6/15/10
8. Corrective:
Base course was installed on the new roadway leading back into the phase I area. Sediment trap #21 was installed
however rockfilter was not installed properly and 3 baffles were not installed. Re -install sediment trap #21 properly.
Sediment trap #22 was still not installed however swale was not connected to the existing swales. Roman stated that
revised plans would be submitted redirecting this swale back into the project. Additional driveways and driveway
pipes were installed along the new roadway not shown on the approved plan. This must also be shown on the
revised plans to be submitted.
Road side swale were being installed throughout the Phase I area. Road side swales need to be stabilized within 21
calendar days of cease of any phase of activity. This should include seed, lime, fertilizer, and mulch. Sediment
traps must remain in place in the road side swales until all disturbance within the area that drains to the sediment
trap has been completed (this includes home construction) and permanently stabilized and the swale itself has been
permanently stabilized.
Swales along the townhomes areas are being installed. These swales should be 5:1 as per the approved plan.
Roman stated that these swales may not be able to be installed 5:1. If so this should be reflected on the revised
plans. Ensure that changing slope of swales does not affect State Storm Water Permit.
A large slope observed on the east side of the townhomes area was re -graded during swale work and sediment trap
#11 below was re -graded. Slope must be stabilized with excelsior mat.

NEW HANOVER COUNTY
Engineering Department/Water and Sewer District
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
TELEPHONE [phone]
Fax [phone]
SEDIMENTATION INSPECTION REPORT
All disturbed areas within the townhome area, the original entrance and the rear of the site
15 working days of cease of any phase of activity. Some areas were seeded, however these
All seeded areas must also be mulched, fertilized and limed. Mulch must be crimped.
Beth E. Wetherill, C.P.E.S.C.
Soil Erosion Specialist
Email: [e-mail]
nhcgov.com
Vol,
VP
be
Sediment traps in the area of the wetlands crossings were being re -installed after roadway was re -graded. Sediment
trap # 15 & 416 need rock filters to be re -installed properly. Sediment trap # 13 should filter to the Drop inlet.
Area below the sediment traps or silt fence in the area of the crossing had excelsior mat repaired. Ensure that
excelsior mat is keyed in properly to prevent washouts.
Silt fence was repaired around the wetland pocket and at the 2°d road crossing.
Additional silt fence may need to be installed along the north side of the phase I areas.
Waterline installation across the rear swale was being performed at the time of the site inspection. Turbid water
was being discharged from the installation area. Pumping was stop during the inspection. Turbid water cannot be
discharge from the site. Turbid water must be infiltrated into the ground on -site or treated with a liquid injection
system and dirt bag to lower the turbidity level below 25NTU's before discharge. All water discharged from the site
must have anNTU level below 25. It is a violation of the grading permit to discharge turbid water.
All areas disturbed during the waterline installation must be repaired and stabilized with appropriate matting
immediately.
All repairs must be made.
Time To Comply: 2 weeks to make all necessary repairs and stabilize. 20 working days to submit revised plans.
Report By: Robert H. Pearsall For Beth Wetherill
Date: 6/9/10
Others present: N/A

Central Files: APS SWP
01/14/13
Permit Number SW8000245
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.20 Individual
Primary Reviewer
kelly.johnson
Coastal SW Rule
Coastal Stormwater -1995
Permitted Flow
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Deer Crossing Minor Wilmington
Location Address County
Deer Hill Dr New Hanover
Wilmington NC 28409 Facility Contact Affiliation
Owner
Owner Name Owner Type
N & K Development Inc Non -Government
Owner Affiliation
Wilson Ki
PO Box 12615
Dates/Events Wilmington NC 28405
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
07/10/00 11/20/12 01/14/13 01/14/13
Regulated Activities Requested/Received Events
State Stormwater - Low Density Deed restriction requested
Deed restriction received
Additional information requested 12/12/12
Additional information received 01/11/13
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

November 15, 2012
Stormwater Narrative
Deer Crossing
New Hanover County, NC
TE 05011 / 12011
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 30.56% of the total area. There are 20 single
family lots with 2,1250 sf/lot, 119 single family lots 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.

Completeness Review Checklist
Project Name: /R L rc+�,�t,.t't� Received Date:
Project Location: N OO')I\srW Accepted Date: nsoti t
Rule(s) 1:12008 Coastal
[1995 Coastal 0Phase II (WiRO)
El Universal 01988 Coastal
Type of Permit: New or
od or PR TExistingPermit#
Mo
r PR): 000 o-t _5 E]PE Cert on File?
Density: HD or D
%: 0,o o 00)
Subdivided?: Su div s
Type: Commercial or R ident I
Stream Class: 6g SA Map
or Single Lot 7FJORW Map
E]NCG:
E]Offsite to SW8
FlExempt
Paperwork Emailed Engineer on: ILO apka.
ff
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p lement(s) (1 original per BMP) BMP Type(s): .5 C?
Mwith correct/original signatures (1 original per BMP except LS/VFS and sw J
Application with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
`_
5 (within 6mo)
oils Report with SHWT " �Nt�E ' �S nz 1�1L rftY1 o`�nJ7,c(
Calculations (signed/sealed) y���\ ' /�f iu �Fv5 a 1�1) i I
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ElDensity includes common areas, etc _ c� `}'��5 W 0 �C-� can
E]�e-ed Restrictions, if subdivided: ( -&WWMWo-')
MSigned & Notarized
Plans
[]2 Sets
Grading
Vicinity Map
Legend
Infiltration
oils Report
HWT:
Bottom:
Visited:
Additional Information:
Permitted
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
DA Maps
Wet Pond
Soils Report
SHWT:
PP:
Proposed:
Project Boundaries
Offsite
�PE Cert for Master Lot #:
Deed Rest for Master Lot # Matches Master
BUA Permitted (Master): sf
BUA Proposed (Offsite):
Proposed:
Proposed:_
sf
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

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�)rerr. NEW HANOVER COUNTY
PLANNING & INSPECTIONS
3 DEPARTMENT
AGENCY CHECKLIST
•'�YIISHCSI •
Sam Burgess
Senior Planner
230 Government Center Dr, Suite 110
Wilmington, NC 28403
910-798-7441 phone
910-798-7053 fax
[e-mail]
www.nhcgov.com
Project Name: O ¢g-,j,, G., o 5 S ;�,, 3 Date: -o - 1? 0 o ►
�/ _Preliminary Plan (Conventional, erforman High Density)
• Engineering/ Jim hmucci/Jason Clark
• Soil & Water Conservation District/ Dru Harrison
• Emergency Services/ Warren Lee
• Fire Services/ Matt Davis/Tom Sosebee nECEIVE
• E911 / Deborah Cottle
• Environmental Health/Cathy Timpy (only if plan proposes well or septic tank) MAY 0 2 2013
• Cape Fear Public Utility Authority/ Bernice Johnson/Ken Harrell
✓ Additional Agencies: "'
• Corps of Engineers/ Emily Hughes
• School System/ Mick Wayne
• NCDOT/ Davi4esnard AomA - N aw.coc`2
• MPO/ Tara Murphy
• Division of Coastal Management/ Robb Mairs (plan sent if land is adjacent to coastal water)
• D.E.M./ Linda Lewis
• City of Wilmington Development Services/ Ron Satterfield
Minor Subdivisions are sent to the following agencies for additional comments.
• Engineering/ Jim Iannucci/Jason Clark
• Environmental Health/ Cathy Timpy
• CFPUA/ Bernice Johnson/Kent Harrell
_ Final subdivisions are sent to the following agencies for additional comments.
• Fire Services/ Matt Davis/Tom Sosebee
• Engineering/ Jim Iannucci/Jason Clark
• CFPUA/ Bernice Johnson/Kent Harrell
Upon receipt, please provide your written comments on the attached site plan back to
Planning & Inspections within (3) three weeks.
Sender Comments: 'P.&mna o,,., �a.r;, b,& 0,^ 2.0
L:+- d t .l.e,•k Of
ha,�.►t a.,..

TYPICAL STREET CROSS-SECTION NOT TO SCALE
_41�1
NO
O-PP�N SPACE w
20' 2' 40.21 AC.,
\ �Q \ 18" RCP
2% SLOPE 2% SLOPE
d a 4 SIDEWALK /01
-' STORMWATER MANAGEMENT
a . \\ \ \
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\
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�� CONNECT ROA T ADJACENT DEVELOPMENT
® OUTLET STRUCTURE 4' CONCRETE 028o LOT v �� 2�0�
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13 27p ����� p, ss H \\KI DIVISION
HP HIGH POINT P /� 4xsx6o O � - - . S -ss 11dw �� �� ', i \ MAP BOOK 38 PAGE\210 \�
SS SANITARY SEWER / \\ �,' / /-w l� 1dw �� �I �` �\ \\ HOME LIFE, LLC
\/ P ,��' \ �\ BOOK 5289 PAGE 528
w WATER LINE ///'�\\ ` W/w � \0280 moo' ® R07900-0000034-000 ---
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/ l /� 2� A64ACENT APPROVED DEER CROSSING
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PHASE II DEVELOPMENT 39 UNITS TIC--,,
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,
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N/F JAMES GILLESPIE �� 0290 ��' ~��
BOOK 1136, PAGE 1273 �\ % / �� 12 3 6x7x9dw �S.CD�' ` \\-__------- 'A �
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PROJECT Bq-UNDARY 80 34o , I d -
- - 300 - - - S47° 15'��"E - , - - MH - - --_. --. '_- t _ 4�Yc -- - /
�� � EXISTING IRON PIPE - - - 'l RIGHT-OF-WAY - -- - S49°5 '23'E
24 RCP ��,\ (BASE CONTROL POINT) �� �� 3$ O CH. 6.5 " / 66 230
DEER HILL DRIVE o >> N 5
N 4,7 15 0 0 WIL
8°
5
50 PUBLIC R/W
N/F DOUGLAS N. & SHARON F. HAGGETT �� N/F ELLEN LORAINE MURPHY �\ N/F GLEN R. & KITTY R. SASSER
BOOK 1734 PAGE 50 - D.B. 1251-1699 \\� ��\ D.B. 775-156
' R07900-003-032-001 `� R07900-003-033-000
R07900-°903-035-093.
VICINITY
0
NORTH
D
6
I IN
�In
NOT TO SCALE
Count
Hickory
Knoll Rd.
Site
0 70aks
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40od�e D .
Cap
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\4a
Golden Road
Grove A pata/ando
Rd. Road
SITE DATA
ADDRESS: G
6506 MYRTLE GROVE RD.
OWNER:
WILSON KI
PO BOX 12615, WILMINGTON, NC 28405
PARCEL ID:
R07900-003-035-000
EXISTING ZONING:,
R-15
PROPOSED DEVELOPMENT
PERFORMANCE RESIDENTIAL WITHIN R-15
PHASE III PROJECT" AREA
7.42 AC.
TOTAL AREA IN RIGHT-OF-WAY
1.55 AC.
RIGHT-OF-WAY W16TH
45'
TOTAL OPEN SPACE PROVIDED
1.18 AC.
AREA IN 404 WETLANDS
2,166 SF (0.05 AC.)
PROPOSED PHAS fAl SINGLE FAMILY
39 UNITS
DWELLING UNITS BEDROOMS EACH)
TOTAL AREA IN LOTS
4.74 AC.
LOT AREA PER DWELLING UNIT (AVERAGE)
5,294 SF (+/- 0.12 AC.)
DENSITY
REQUIRED
PROVIDED
MAX. DENSITY IN PERFORMANCE 2.5 UNITS/ACRE
2.5 UNJAC. OVERALL
RESIDENTIAL UNDER R-15
PROJECT DENSITY
• PHASE III: 7.42 ACRES x 2.5 UN/AC. = 19 UNITS
• UNITS RESERVED FOR FUTURE DEVELOPMENT FROM PHASES I AND II = 20 UNITS
• TOTAL UNITS PROVIDED: 19 + 20 = 39 UNITS
BULK REQUIREMENTS
REQUIRED
PROVIDED
PERIPHERY BUILDING SETBACK 20'
20'
MINIMUM BUILDING SEPARATION FOR 10'
10'
SINGLE FAMILY' DWELLINGS
LANDSCAPE REQUIREMENTS
REQUIRED
PROVIDED.
BUFFER YARD
i
N/A
N/A
SYMBOL LEGEND
EXISTING TREES KEY (NUMBERS INDICATE
EXISTING SIGNIFICANT TREE TO
CALIPER IN INCHES)
REMAIN
o OAK
EXISTING SIGNIFICANT TREE TO BE
P PINES
RELOCATED ON SITE
hick HICKORY
sg SWEEf GUM
EXISTING SIGNIFICANT TREE TO BE
dw DOGWOOD
REMOVED
cat CATALPA
phem MIMOSA
syc SYCAMORE
7,OPEN
SPACE (AREAS TO BE
MAINTAINED BY HOMEOWNER'S
-----24----- EXISTING CONTOUR
-
ASSOCIATION)
�Z INTERVALS)
GENERAL NOTES
1. SITE BOUNDARY, ADJACENT PROPERTY LINES, AND WETLAND INFORMATION TAKEN FROM SURVEY
PROVIDED BY A, W. CARSON, PLS, DATED MARCH 21, 2013.
2. EXISTING TREES FROM SURVEY PROVIDED BY ARNOLD W. CARSON, PLS, DATED OCT. 24, 2012.
3. EXISTING:CONTOUR� TAKEN FROM NEW HANOVER COUNTY GIS DATA AND ARE APPROXIMATE.
4. EXISTING W�AT0 AND SEWER LINES ARE OWNED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. REFER TO'ENGINEER'S PLAN FOR PROPOSED UTILITY AND DRAINAGE FACILITIES.
6. ALL SIGNIFICANT TREES WILL BE PRESERVED OR MITIGATED.
7. SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE
8. SITE IS NOT LOCATED WITHIN A CONSERVATION OVERLAY DISTRICT.
9. ALL UTILITIES HALL BE UNDERGROUND.
10. STREET LIGHTLOCATIONS TO BE DETERMINED IN FIELD AS NECESSARY TO ACCOMMODATE
EXISTING TREES WITH APPROVAL OF CIVIL ENGINEER AND PROGRESS ENERGY.
11. ALL SIGNS WILL BE LOCATED AND APPROVED BY THE CITY OF WILMINGTON PLANNING
DEPARTMENT.
12. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
13. NO EXISTING DRIVEWAYS ARE TO BE CLOSED.
14. CONTRACTOR HALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
15. NO EQUIPMENT" IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS
INSTALLED ANO APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE.
DURATION OF -f HE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON
TREE PROTECTION METHODS.
16. CLEARING LIMITS WILL BE LIMITED TO STREET RIGHTS -OF -WAY AND UTILITY/ACCESS EASEMENTS.
I T REMAIN IN PLACED RING CONSTRUCTION.
17. STOP SIGNS AND STREETS SIGNS O U
18. ANY SIGNS TO�BE MONUMENT STYLE AND/OR WALL SIGNS.
19. WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
20. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED
BUFFERS ARE REQUIRED TO BE RETAINED.
21. ANY GROUND �EVEL MECHANICAL EQUIPMENT TO BE SCREENED AS NECESSARY.
22. ALL COMMON AREAS, INCLUSIVE OF RECREATION AREAS, SHALL BE DEDICATED TO AND
MAINTAINED BY A HOMEOWNERS' ASSOCIATION.
23. STREET LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SEC. 52- OF THE SUBDIVISION
REGLATIONS.
24. THIS PLAN IS PRELIMINARY AND NOT FOR CONSTRUCTIONAND IS SUBJECT TO CHANGE IN
ACCORDANCE'IWITH PROVISIONS OF THE NEW HANOVER COUNTY ZONING ORDINANCE AND
SUBDIVISION REGULATIONS.
0 40 80 120 160
M�IHALY
L A N D D E S I G N
PLANNING + LANDSCAPE ARCHITECTURE
330 Military Cutoff Rd. Suite A3
Wilmington, NC 28403 910.392.4355
N CARO
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Revisions
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Date: 04/17/13
Phase: PD
Job Number: 260-07
Designed by:
MLA
Drawn by:
MWL
Checked by:
JWM
Sheet Title:
PE�"',FORMANCE
RESIDENTIAL.
SITE PLAN
Sheet Number
s
of 1 sheets
SCALE: 1 " = 40'