SW8000245_Historical File_20130617

An
4
CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
June 17, 2013
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 May 20, 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 June 17, 2013, for the construction of the built -upon area associated
with the subject project.
Modifications Include: Reallocating impervious area as specified in Table A.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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].
Sinarely,
homas . Re�ting irector
Division of Water Quality
GDS/kpj: SAWQS1Stormwater\Permits & Projects120001000245 LD12013 06 permit 000245
cc: Phil Tripp, PE
Inspector, New Hanover County Building Inspections
NCDOT District Engineer
Beth E. Wethedll, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Opg
Phone: [phone] FAX: 9IM07-64921 DENR Assistance:1-877-623-6748 NofthCarolina
Internet: www.nmaterauality.org Naturally
An Equal Opportunity l Affirmative Action Employer

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 "stormwater►ules')
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
1. 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 543,458 square feet of proposed BUA, and 265,451 square feet of future BUA allocation per Table
A, which is attached as the last page of this permit.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 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.
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.
II. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
Page 2 of 6

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.
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 projects 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 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved 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 in Table A. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. 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 6

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.
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 2H.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.
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.
9. 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 6

State Stormwater Management Systems
Permit No.SW8 000245
Permit modified and reissued this the 17th day of June 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
57- Thomas R. Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 6

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Permit No, J/� `��y'-
(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 @ 2430 sf,
119 lots @ 2650 sf
Number of Dwelling Units Per Acre**:4_3
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
® 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 H 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_forms.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.
• BUA per Lot - the computed allowable built upon area for each lot including7lriVeways and -impervious
surfaces located between the front lot line and the edge of pavement. ' `'"` k.- —
• Total allowable lot BUA - the computed allowable built upon area for all lots coml n1d. _
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 5

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.
E2 a. t For projects in the 20 coastal counties: Per NCAC 2H.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.
64- N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
N/A c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
attached d. 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.
talcs. e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
E2 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
E2 h. 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%.
calcs. i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
talcs. j. 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).
C13 k. Swale detail and permanent vegetation is specified on the plans.
C 13 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
AP E2 m. Swales are located in recorded drainage easements:
E2 n." Length of swale or vegetated area is at least 100 feet for each curb outlet.
E2 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).
E2 p.ft Curb outlets direct flow to a swale or vegetated area. r" 777 — _. " -
Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require addi
'g41 buffers.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 5
BY:

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
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, Wilminpton, NC 28405
Phone:[phone] Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, -0 1 lk 0 , it l a , a Notary Public for the State of �y�j� (� ,�(y� A GE , County of
iPefYf el , do hereby certify that M i son ICi personally appeared before me this_
day of NIjau , 2,013 and acknowledge the due execution of the forgoing swale maintenance requirements.
/
Witness my hand and official seal,
Notary signature
�o1ARr
SEAL � I X #*UB1.�G
Form SW401-Low Density-Rev.3-2/10/09
My commission expires 1C1- ( 5-' /(
F EC
h 1
I" 14AY 0 3
Page 5 of 5 BY: `-

.; .' DWQ USE ONLY
Date Received
Fee Paid _/
ermit Number
J �3 - Ts
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 Crossing
2. Location of Project (street address):
Deer Hill Drive
City:Wilmington 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 aprJrox.
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 ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SKU 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 ®Partially 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 sta = . , iqrpfts Ean be
obtained by contacting the Customer Service Center at 1-877-623-6748): ;
❑CAMA Major NSedimentation/Erosion Control: 41.02 ac o istbd �1ea
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Pro eat/Permit�Vumber,
issue date and the type of each permit:Erosion Control GP 35-01 9/10/12
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/wq./ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of 6

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 2roject):
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:Wilmington 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: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projects 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 #:
&f.-
Form 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 II - 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 Hi h Water (NHM line or Mean High Water
(MHK9 line, and coastal wetlands landward from the NHW (or = line. The resultant project area is used to
calculate overall percent built upon area (BUA). 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.
Overall Phase 2 Phase 1 Conservation Area
Basin Information
Drainage Area 0
Drainage Area 1
Draina a .Area 2
Drainage Area 3
Receiving Stream Name
Everetts Creek
Everetts Creek
Everetts Creek
Everetts Creek
Stream Class *
SA;HQW
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
18-87-29
18-87-29
18-87-29
18-87-29
Total Drainage Area (sf)
2,696,364
204,133
1,475,236
1,016,995
On -site Drainage Area (sf)
2,696,364
204,133
1,475,236
1,016,995
Off -site Drainage Area (sf)
-
-
-
-
Proposed Impervious Area** s
808,909
71,447
516,333
221,129
% Impervious Area's total
30%
35%
35%
21.7%
Impervious** Surface Area
Drainage Area 0
Draina a Area 1
Drainage Area 2
Drama a Area 3
On -site Buildings/ Lots (sf)
363,950
48,600
315,350
-
On -site Streets (sf)
165,992
22,325
143,667
-
On -site Parking (sf)
-
-
-
-
On -site Sidewalks (sf)
13,516
465
13,051
-
Other on -site (sf)
-
-
-
-
Future (sf)
265,451
57
44,265
221,129
Off -site (sf)
-
-
-
-
Existin BUA*** (sf)
-
-
-
-
Total (sf):
808,909
71,447
516,333
221,129
* Stream Class and Index Number can be determined at: http.Aortal.ncdenr.orz4U141assificaftons
* impervious area is defined as the built upon area including, but not limited to, bui s, o , p e
sidewalks, gravel areas, etc.
Mali 2 n %113
Form SWU-101 Version 06Aug2012 Page 3 of 6 BY:

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A 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
fromhttpT////portal.ncdenr.org/web/w ws/su/bmp-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 http://portal.ncdenr.org/web/wq/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 been provided 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://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
tials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
A A
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hft://www.envheIR.org/pages/onestopexl2ress.htinlforinformation 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
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 the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/z
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:
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 mei
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated ly
qualified person. Provide documentation of qualifications and identify the person
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calcul
o. Drainage areas delineated (included in the main set of plans, not as a separate doci
p. Vegetated buffers (where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify NA
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: 3133 Page No:15 01
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 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.
hU://www.secretaiy.state.nc.us/Corl2orations/CSearch.aVx
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
htt�/ /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 holders) 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:Phillip G. Tripp, P.E.
Consulting Firm: Tripp Engmeering
Mailing Address:419 Chestnut Street
City:Wiln-ington State:NC Zip:28401
Phone: (910 ) 763-5100
Email:trippeng®ec.rr.com
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (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 1a) 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.
�J►Y 032013
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 County of
, do hereby certify that
personally appeared
before me this _ day of 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.
Date: 1 3` /�
a Notary Public for the State of AI&I t KA& 60t-, County of
- - do hereby certify that Wil'W k c' personally appeared
before me this S day of M a 2619 3 and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, '�)vl®g— r .
�pTA/ti+r
SEAL
My commission expires
MAY 0 3 2203 i
BY:
Form SWU-101 Version 06Aug2012 Page 6 of 6

Revised: 5/1/13 Deer Crossing 05011
PGT 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 =
Total Project Calculations
2,696,364
sf
SA =
2,696,364
204,133
sf
DF =
0.25
1,475,236
sf
RA=
165,992
OA =
62,116
No. Lots =
139
BUA/Lot =
3,208.51
Proposed BUA/Lot =
2,650.00
22,325
sf
OK
465
sf
48,600
sf
Enchanted Oaks Tract
71,390
SA =
204,133
DF =
0.35
143,667
sf
RA =
22,325
13,051
sf
OA =
465
315,350
sf
No. Lots =
20
472,068
BUA/Lot =
2,432.83
Proposed BUA/Lot =
2,430.00
OK
*0.35 is check for pocket of high density
Total Project Calculations
Project Densities
SA =
DF =
Total Project Area =
20.16 % RA =
Enchanted Oaks Area =
34.97 % OA =
Single -Family Area =
32.00 % No. Lots =
BUA/Lot =
Proposed BUA/Lot =
OK
k CA R � ,folo
SEAL
s
74
Zk. ? •
[it
ro•1• t3
1,475,236
0.35
143,667
13,051
119
3,021.97
2,650.00
sf
sf
sf
sf
sf
sf
*
sf
sf
sf
sf
sf
*
sf
sf
sf
sf
G:WOM2005105011 DEER CROSSING REV1Calculations\Stormwaterllowdensuppcalcsheet 5-1-13.xis

Revised: 5/17/13 Deer Crossing
PGT Low Density Supplement
Calculation Sheet
*Note: Revisions include converting previously permitted "Townhome Tract" to single family lots.
Project Information
Total Project Calculations
Total Project Area =
2,696,364
sf
SA =
2,696,364
sf
Phase 2 (20 lots) =
204,133
sf
DF =
0.30
Phase 1 (119 Lots) =
1,475,236
sf
RA =
165,992
sf
Conservation Area =
1,016,995
sf
OA =
278,967
sf
No. Lots =
139
Impervious Areas
BUA/Lot =
2,618.35
sf
Proposed BUA/Lot =
2,618.35
sf
Phase 2 (20 lots, DA1)
(119*2650+20*2430)/139
OK
Asphalt =
22,325
sf
Sidewalk =
465
sf
Phase 2 (20 lots, DA1)
Buildings =
48,600
sf
Future =
57
sf
SA =
204,133
sf
TOTAL BUA =
71,447
DF =
0.35
*
RA =
22,325
sf
Phase 1 (119 lots, DA2)
OA =
522
sf
Asphalt =
143,667
sf
No. Lots =
20
Sidewalk =
13,051
sf
BUA/Lot =
2,429.98
sf
Buildings =
315,350
sf
Proposed BUA/Lot =
2,430.00
sf
Future =
44,265
sf
OK
TOTAL BUA =
516,333
Phase 1 (119 lots, DA2)
Conservation Area =
Asphalt =
-
sf
SA =
1,475,236
sf
Sidewalk =
-
sf
DF =
0.35
*
Buildings =
-
sf
RA =
143,667
sf
Future =
221,129
sf
OA =
57,316
sf
TOTAL BUA =
221,129
No. Lots =
119
BUA/Lot =
2,650.00
sf
*0.35 is check for pocket of high density
Proposed BUA/Lot =
2,650.00
sf
OK
Project Densities
Conservation Area
Total Project Area =
30.00
%
SA =
1,016,995
sf
Phase 2 (20 lots) =
35.00
%
DF =
0.22
*
Phase 1 (119 lots) =
35.00
%
RA =
-
sf
Conservation Area =
21.74
%
OA =
221,129
sf
No. Lots =
1
BUA/Lot =
(0.00)
sf
Proposed BUA/Lot =
-
sf
o E3S o �2
sl�SEAL
11 4
05011
ECEIVE
'EG �" .� MAY 2 0 2013
G:W013S%2005k05011 DEER CROSSING REV1Calculations\Stormwater1lowdensuppcalcsheet 5-17-13.xis t5V

AFOWA
4
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
May 13, 2013
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:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit Application
for Deer Crossing on My 3, 2013. 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:
Permitted Areas on the Plans: The current permit issued in January 2013 has various pieces labeled as
drainage areas (DAs), which was done in order to be consistent with the 2007 permit terminology. The three
DAs are DA1 (Enchanted Oaks, Formedy Townhomes), DA2 (Other Single Family), and Conservation Area.
However, after reviewing Phase 3 plans from the county it is clear that the DAs need to be shown and
labeled on the plans so that the various areas referred to in the permit text can be easily referenced on the
plans because the DA lines to not appear to line up with the phase lines. For instance, Phase III is shown to
be 7.41 ac on the plans submitted but this area is not equal to the area of any of the phases submitted.
When I received the county's plans earlier this month, I went through the New Hanover County GIS data to
pull the parcel sizes for the various DAs (enclosed). The county data is slightly different from the permitted
data. Generally when this happens, the plans are more accurate because they are based on survey. We
need to show the various DAs on the plans with their respective areas in order to more clearly document
what is permitted. This will more accurately show the project area and impervious area that is allowed for
future phases of this development.
2. Project Area: The total project area is shown on the application and the plans to be 61.9ac (which is
consistent with the January 2013 and the August 2007 permits), but the individual drainage areas
(1,679,673 +204,296 +1,475,377sf=3,359,346sf=77.12ac). This same error was discovered after the
permit was issued on January 14, 2013, a permit correction was issued on January 22, 2013 correcting the
issue. The data from the correction is summarized in the enclosed table. Why is the project area again
shown to be 77.12ac rather than 61.9ac? (On a related note, the project area from the original permit in
2000 was 63.77ac. The project narrative received on 5/3/13 also shows 63.77ac. The project area in the
low density supplement calculations shows 2,696,362sf/61.9ac.)
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: 919-807-M3 FAX: [phone] DENR Assistance: 1-877-623-6748 NO Carolina
Internet: www.ncwateroualiri.oro a'turaliff

Ki
May 13, 2013
Page 2 of 3
3. Maximum Percent Impervious: The current permit from January 2013 and the 2007 permit both limit the
overall imperious area to 30%. (As discussed in the impervious area summary, the 30 % was actually done
in error in 2007 because the project is within a half mile of and draining to SA waters and so it should have
been limited to 25% overall.) This permit is written under the 1995 rules, which allowed for pockets of high
density (POND) up to 10% over the allowed maximum. The allowed percentages are summarized in the
enclosed table. The current permit application is in excess of the allowed amounts. Each drainage area
must stay within 35% in order not to trigger a POHD and therefore not need a structural stormwater BMP.
Additionally, the total imperious area percentage must stay within 30% imperious in order to remain low
density.
4. Imperious Area:
a. Total: Please see the enclosed table. The imperious area proposed appears to be in excess of
the imperious amount allowed under a low density permit.
b. 1,475,377sf DA: 315,350sf of buildings are shown to be allocated in this DA but it does not appear
that deed restrictions have been submitted for those buildings/lots. If this is a "place -holder"
number for which you do not yet want to propose the exact lots (assuming that those lots are not
shown on the plan as discussed in #1 above), then that number can remain in the total. But, if you
later decide to deed restrict lots to total to 315,350sf then that will be a permit modification. It is
your choice to do that either with this permit or at a later date.
c. Low Density Supplement Calculations: These calculations do not include the area claimed as
"future" on the application. Additionally, the "conservation area" is not shown in this data.
5. Plans:
a. Please provide a north arrow.
b. Please ensure that all sheets show a scale.
c. I realize that the plans submitted are the same as the plans from January, but I did not realize that
these items were left off in January.
6. Updates: Please update any necessary forms, calculations, and plans.
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 June 13, 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 imperious 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.

Ki'
May 13, 2013
Page 3 of 3
If you have any questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely
ineer
GDS/kpj: S:1WQS1StormwaterlPermits & Projects120001000245 LD12103 05 addinfo 000245
enc : New Hanover GIS Data
Impervious Area Summary Data
cc: Phil Tripp, PE
Wilmington Regional Office Stormwater File

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TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 17, 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:
MAY 8 p IV13
In response to your correspondence dated 05/13/13, we offer the following:
1. A drainage area map is enclosed. DA1 is Phase 2 (20 lots, formerly Townhomes), DA2 is
Phase 1 (119 lots) and DA3 is the conservation area. Phase 3 (Midway Mobile Home Park)
is not included in this stormwater permit.
2. The project area breakdown on page 3 of the application of our previous submittal showed
columns containing DA1, DA2 and an overall column (DAO) which was DA1+DA2. The
conservation area was not represented in the table. This is what has caused the confusion in
the total project area. I have redone the table to match your spreadsheet.
3. Impervious percentages have been adjusted not to exceed maximum allowable amounts.
4. Impervious areas:
a. Total: The table you enclosed does not reflect to proposed totals. Again, the first
column on the table previously submitted did not reflect the conservation area and
should not have been included in your overall calculation. The table on the
application has been revised to match your columns to prevent further confusion.
b. Phase 1 of the subdivision (DA2) is built. Attached is a copy of the recorded deed
restrictions showing 2,650 sf BUA allowable per lot (119 lots x 2650 sf-- 315,350 sf).
c. Low density calculations now include future areas and the conservation area.
5. North arrow and scale have been added to the plans.
6. Enclosed are the revised page 3 of the application and the revised low density calculations
page.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
PGT:dcb
Enc.
�ECEIVED
MAY t o ma

Johnson, Kelly
From: Phil Tripp [[e-mail]
Sent: Friday, May 03, 2013 11:12 AM
To: Johnson, Kelly
Subject: RE: Deer Crossing Phase 3
Kelly,
Thank you.
Phase 3 may be next week or next year, not sure just yet. We will work out the particulars with you guys whenever the
time comes.
A heads up, we are preparing a revision to the recently issued modification. The recent modification for 2125 sf
allowable built upon area for Lot Nos. 120-139 (Phase 2) was unacceptable to the developer and the buyer. To increase
the built upon area per lot we are now including the impervious area for sidewalks as part of the allowable impervious
for the lots that are immediately adjacent. In other words those lots adjacent to a sidewalk will account for the sidewalk
impervious as a portion of the allowable built upon area for that lot. In addition the remaining portions of sidewalk not
adjacent to a lot will be constructed of pervious concrete, applying for a 75% reduction in impervious area.
Hopefully you can take a look at this one, no matter, we wish you the best with your delivery.
Thank you,
Phil
From: Johnson, Kelly fmailto:kelly_p.johnson(dncdenr.govl
Sent: Friday, May 03, 2013 9:43 AM
To: Phil Tripp
Subject: Deer Crossing Phase 3
Phil,
New Hanover County sent us plans for Phase 3. 1 know you guys are already working on this, but I have to send letters
requesting permits when the county notifies us of changes (letter attached).
Also, I have attached the pdf file just for FYI in case I am on maternity leave when this comes in. When Lee and I worked
on this project in January, we had the various "pieces" of this labeled as DAs because that was consistent with the way it
was done in the previous 2007 permit. But, in retrospect it was a confusing way to do this since it is LD and the DA lines
do not appear to lineup with the Phase lines. I went through the NH County GIS data to pull the parcel sizes for the
various pieces (in the pdf), and so hopefully this will help clarify things when this comes back in. But, I don't know the
size of Phase 1, the conservation area on the GIS is slightly different than on the plans (but if the plans are done from
survey they are more accurate), and since there was a turn lane next to Phase 2 this all gets complicated with the GIS
data. I think that Phase 3 is in SW8 000245 completely, but I wish I had asked him to put the outlines of the DAs on the
plans to more clearly show that. So anyway, if I am out of the office when you all try to figure this out hopefully this will
help speed things along.
Kelly
K6L�jAKSOw
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, May 03, 2013 9:42 AM
To: 'Phil Tripp'
Subject: Deer Crossing Phase 3
Attachments: 2013 05 req_SWapp 000245.docx; Deer Crossing.pdf; 2013 01 permit 000245.docx; 2013 01
permit correction 000245.docx; 2013 01 permit —correction 000245.xlsx
Phil,
New Hanover County sent us plans for Phase 3. 1 know you guys are already working on this, but I have to send letters
requesting permits when the county notifies us of changes (letter attached).
Also, I have attached the pdf file just for FYI in case I am on maternity leave when this comes in. When Lee and I worked
on this project in January, we had the various "pieces" of this labeled as DAs because that was consistent with the way it
was done in the previous 2007 permit. But, in retrospect it was a confusing way to do this since it is LD and the DA lines
do not appear to line up with the Phase lines. I went through the NH County GIS data to pull the parcel sizes for the
various pieces (in the pdf), and so hopefully this will help clarify things when this comes back in. But, I don't know the
size of Phase 1, the conservation area on the GIS is slightly different than on the plans (but if the plans are done from
survey they are more accurate), and since there was a turn lane next to Phase 2 this all gets complicated with the GIS
data. I think that Phase 3 is in SW8 000245 completely, but I wish I had asked him to put the outlines of the DAs on the
plans to more clearly show that. So anyway, if I am out of the office when you all try to figure this out hopefully this will
help speed things along.
Kelly
V-eUW0hwsOw
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

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11F�. r� 1 / TOTAL LIMITS OF DISTURBANCE 41.2 ACRES H
�:F ( ,.� •-•a,� ; 6•• PROPOSED BUILDING AREA 25,920 SFP-4 -
`j " F •/ PROPOSED ASPHALT AREA 178,471 SF -� O
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X 52 �t11 �kp, ` 62 \ N/F PROPOSED CONCRETE AREA 21,152 SF —�
t i �P. WALTER C. & SUSAN B. WALLS
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z , 47 PUBLIC R.O.W.
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USED WITHIN THE RIGHT—OF—WAY.
CERTIFIED 404 6. WATER BY CFPUA.
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WETLAND AREAS 7. SPEED LIMIT ON MYRTLE GROVE ROAD (SR 1492)
. g IS 45 MPH. WE DO NOT PROPOSE A CHANGE TO
THE EXISTING SPEED LIMIT. '
41
8. ALL R/W WORK WILL BE COMPLETED AND THE
AREA STABILIZED WITH EXCELSIOR MAT PRIOR TO ANY ��`�\\� CARQ//'''ri
WETLAND AREA TO RAIN EVENT.
BE FILLED = �o•.Q�oFE c�,_ •..•`S'
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W I LM I N GTO N, NC 28403
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100' 50' 0' 100' 200' 300'
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N/F
ATE PRINTED DAI
GEORG,E :A•, :JR.. & MARY LORE JMOO:RE
D.B. 141 1-1247 (REF. D.B. 964-271) MAY 2 0 21
SHEET 1 OF 1
0501

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8" GATE VALVE
3
J
,AJGV UU,
10 SU S MAH NO. 2A
PLUG 8
V (1) F.H. ASZ) T . Middle Oaks Dr
-SSMH NO. 1 M
1 @0.71 97 5TANO b5//FQ'R//,b_WALI E-1
1,31 No. 16 W/ BAFFLES N/F
\1/ \41 \11 \11 IV IV 1� \V \11 \V
EIP - - I LptAl Y N' �tE 13 z
Q:z• ELLEN LORAINE MURPHY z
48" HEADWALL-1 D.B. 1251-1699
41 \V 1p 18 FEV2� INV. 4
'SSI�W NU7A-�--f:1
z--/ -� /-� *-­/\v'-� /---/ \�-- (1) HAS T No. 13 W/ INV 9.50 0' GRAVEL
\1/ 2 ;JVA_� T�MPO ARY X / ,, I � C
BAFFLES _j 15' ELECTRIC EASEMENT TO BE CONSTRUCTION \V 1�t_ / -- V_ (SEE DETAIL) 0
\11 \L1 IV 14/ 11 \1/ //�7
No,
96 CLEARED FOR PROGRESS ENERGY 12 x 8" TEE
j6Lp/--T§T #)-/ /-� III ENTRANCE
/-4 'IV 11, �SPA 134
TST No. 4 W/ BAFFLES ELECTRIC UTILITY EXTENSION 8" GATE VALVE on, r
75 3' a i t i, ONCE STABILIZED,
'v3,2 1114 "
_i�0. 6
FE. 24 14 '-3:1 SWALE CONSTRUCT
I � M L
-----,PERMANENT 131,I)MM INU. 1 1
�6
H NU. STORAGE DAM z
rES S 'H N 0. (1) 1 2"X8"TEE -PROPOSED SIDE LK E-4
IL, 76 7 3 \4/ \11 (SEE SHEET C13) (1) 12" GATE VALVE JACK AND BORE . 1.51 E­4 124
87 1 88 -24)t H NO.\, 2 I0'x5'x18" ED INSTALL #57 STONE 0
_7
SSMH N 6A 89 INV 13. 0 3:1 OPEN GRASSED SWALE (1) 8" GATE VALVE 55 LF
90 91 r.H. TO UPSTREAM FACE N/F -CASING W/ 0.250' z
Wes--%, .---� ,--�W ,-� ,-.-�W � .-•----/..-,� ,--,� ... . .. • \ \ 77 A (1) F.H.ASSY.
V 4'1$1 CONC.,vSI EWALK 7Z 20' DRAINAGE EASEMENT OF PERMANENT GLENN R. & KITTY R. WALL THICKNESS
(1) 8 x2" DI STORAGE DAM SASSER Z c
\L, IV 141, 11, \V \41 IV IV IV 11, (1) 81) GV RIM 1 .5± 1�� 18" F"E EN D N/F D.B. 775-156 (1) 8"x8" TAPPING SLEEVE E-1 z
1F.,H,. ASSY. (1) 2 " GV, INV 3.43 INV 14, CATHERINE L. GRAHMAN m 0
36 85 78 \v I[/ BERM (TYP.) D.B. 1171-1974 (1) 8" TAPPING VALVE _r E-4
TE I/ SEE DETAIL SHEET C13 (1) 8"x`12" REDUCER
8 - 17 76,
(1) F.H. SY. 24"�ES
24py ES -2,2, IN A/1-0,,/
2y 8""' GV 010 Q) z
crj
0 79 1 X \1 p ;.q
=4 '11� \1/ lb 84//Z 83 8 IN 13.07 8' X 8' BORE PIT z
\1, \11 1�1 41 V
970 E-4
91Y, 4' DEPTH 0
lb
37 .0 Middle 1-4
11, IV IV \V IV IV 11, 14, -NO. 4 cn Z
NOTE: PERMANENT STORAGE DAMS Oaks r
6 14, \V NOT REQUIRED BY REVIEW AGENCIES.
FBI
SSMH N\Q- z 0
RA/ rNjktE�`_ " �* -1 1 LEN TO BE REMOVED UPON FINAL vcff
14, +
38 COMPLETION OF PROJECT.
\i, 11, 11, IV IV 11, IV IV \11 11, IV *x IV \V IV �v
1-0 0 1 b 4 A
X
57
--bb SS NO. 2E' 6&
54 X/
w w • _ !! - ��g • w v t w t v vS H NO. 2\F
;< ,�. 3 �'�� J
\V \11 \V 11, 111, 11, 14, IV 11 \11 39 i
\,\ s-18 .52 SITE DATA
o IA V
\V \11 IV \11 \V q, w x 1 'X"/ 18' TEMPORARY CHECK CC)
/-W-/ Ir- IV 111, INTERS I N '-(TYP_)_,,' \V
13 DAM ZONING R-15 C\2
0 1 ire, /f� NV \6, 8' X 8' BORE PIT
5`1� - _-­TST No. 2 W/ BAFFLES
IV IV \L1 \11 11, IV \V IV IV ILI \11 \V 5 41 56 /11 �,5 4' DEPTH 61.9 ACRES
SMH 4A
1, `4• TOTAL AREA (GROSS)
11, \11 \V IV
S Mfll N�0. 2 H TOTAL LIMITS OF DISTURBANCE 41.2 ACRES
EXC LIES` 1-0 KM�ff _Ii;�G Kl-
25,920 SF
/,'^ PROPOSED BUILDING AREA
fb \V 04
41 1 PROPOSED ASPHALT AREA 178,471 SF 0
\V 11, IV S MH NO. BA \V \11
/-- TST No. 3 W/ BAFFLES 21,152 SF
\11 IV li, IV IV \11 41 11, 1/ 41 16 N/F PROPOSED CONCRETE AREA
x 52 \k (0
ONCE STABILIZED WALTER C. & SUSAN B. WALLS
CONSTRUCT -1175 M.B. 32/226 THIS PROJECT NOT LOCATED IN A FLOOD ZONE
1`V D.B. 1160 Q)
14, PERMENANT STORAGE z Q) 0 co
/---/ /---/ / --- / /---/ --- / /- 11 `58 (1) 2 �eO. DAM. SEE DETAIL
It, 42 XI�Sy p__q CO
ON, SHEET C13.
0. 21 \SSM S/M NO.,[, 5 3 0
CY) CO 6
60
e (1) F.H. S IV 5 91$1 11, LEGEND
W �- z
41 11, J. 11, 11 * -1 1:1 1 Uwj
4_�
44,.,---- DROP INLET w/INLET PROTECTION Y) 0 C)
Z 0
Uj Z
NOTES: 0 0')o
-P
21
V)
CONCRETE AREA 1. 10' PUBLIC' UTILITY & DRAINAGE EASEMENT
0
3 Q)
PROVIDED ALONG THE FRONTAGE OF ALL LOTS. (0
TST N o. I W/ BAFFLES p__q 1:i 0
2. ALL SWALES TO BE LOCATED IN A PUBLIC ou
\11 \11 '41 \11 IV IV IV 141 \11 1* 14* '4* Nz
- '\, \��'\, -7' ' f N 3:1 SWALE No.4 LANDSCAPING w/AREA r 0 x
DRAINAGE EASEMENT. . r.-I 4 Cd @
3. ALL ROADS SHALL BE PUBLIC AND BUILT NCDOT
46 TEMPORARY CHECK EXISTING CONTOUR
STANDARDS.
DAM x 29.63
\41 \V IV* 14* 141+ \4* \�* - I z EXISTING SPOT ELEVATION 4. THERE SHALL BE NO ENC.UMBERANCES WITHIN THE
Z EG
47 lb 1�� PROPOSED SPOT ELEVATION PUBLIC R.O.W.
TST No. 19 W/ BAFFLES 5. ONLY NCDOT APPROVED MATERIALS ARE TO BE
USED WITHIN THE RIGHT-OF-WAY.
SSMH NO. 2J STORMWATER RUNOFF DIRECTION
IV IV 11, 41 _4*
6. WATER BY CFPUA.
BARRICADE TO PREVENT ACCESS
T�SF x TEMPORARY SILT FENCE 7. SPEED LIMIT ON MYRTLE GROVE ROAD ANGE
12) 4w IS 45 MPHWE DONOT PROPOSE TO
TEMPORARY SEDIMENT TRAP THE EXISTING SPEED LIMIT.
8. ALL R/W WORK WILL BE COMPLETED AND THE
T
D
LIMITS OF DISTURBANCE C��O�
AREA STABILIZED WITH EXCELSIOR MAT PRIOR TO ANY \\\\\H
RAIN EVENT.
o�.
TST No. 18 W/ BAFFLES
CERTIFIED 404
Mi S E A L
\11 \V
Tr
Preliminary Centerline Curve Table 11 WETLAND AREAS :n
\V L/ IV V
_41 1
r7_1
N/F
AUDREY S. & CHARLES C. YOUNG
D.B. 1709-0430 (REF. D.B. 964-271)
IV
1V
EIP
N/F
GEORGE A., JR. & MARY LORE MOORE
D.B. 1411-1247 (REF. D.B. 964-271)
NO. ROAD NAME
1 DEER HILL DRIVE
2 GENTLE SLOPE DRIVE
3 FAWN SETTLE DRIVE
4 WHISTLE VALLEY DRIVE
5 BEAVER WOODS PLACE
6 SETTLERS DREAM PLACE
7 NEW HOPE PLACE
-8 TO�VII�HG'NfE FAWING
17374
X�
and Fire Hydrant Locations ; y •
</•
40
Scale: 1 400'
G
DATE PRINTED ORE 0
Curve
Radius
Length
C 1
704.21'
337,32'
C2
525.00'
250,67'
C3
920.19'
512.77'
C4
310.00'
177.67'
C5
525.00'
180.72'
C 6
310.00'
188.32'
C7
312.50'
276.43'
C8
525.00'
785.55'
C9
312.5,0'
171.60'
Cj!
310.00'
213,72'
C 1
310.00'
97.23'
`�, �\ �\ ',\\`.. .�,.• .��, het ,
BE FILLED
MAY 2 0 2013 DATE 01-09-13
DESIGN PGT
E
PERMANENT C.O.D. (WETLAND DELINEATION UNDETERMINED) DRAWN EJW
AREAS (20.06 AC.±) SITE PLAN
WETLANDS COMPILED FROM
FIELD INVESTIGATION BY: BAR SCALE 1 100'
MITCHELL & ASSOCIATES, INC.
B,L%ILDilhl, iD, / SL%lTEE_ A 3975 MARKET STREET 100' 50 0 100' 200' 300, SHEET 1 OF 1
WILMINGTON, NC 28403 05011

S7
TST No. 9 W/ BAFFLES
NQ)
'j-1 -
N6 0'53
> 9 9\�
00� N �-�53
000e 68.991
000e
0000
/0010
00
N ;0
r�
0 Ci
C�
.0
400010
oeoo'
ol TST No. 10 W/ BAFFLES------___as,_��'gzE
i� TST No. 11 W/ BAFFLES ROW
/001'
.0/
h�i
s�1
a i.
Sao- TOTAL UNRECORDED AREA
06-
(20 SINGLE FAMILY
2 LO + NRECORDED
CONSERVATION AREA)
16.12 a c.
H R H I
132
19 (.15 AC.133, SWALE N o 3A
2� AC.)'
'5
T F X
N\
if ,f \4`` .; ` 11
8" E ES-3 I NV 10.9 5
+ 0r t \\`' CS? \ I } r i t' � r\` 1W/5'x1 0)x1 2"ED
AC.
10
\ t, ' °r \vz++ti{ROPOSED SIDEWALK
. 4 j D RA I NAG E
\ i` { t .CL. l
0)'!
. ,
0 J11
EASEMENT
LLJ
95>
b' ,12 AC.'
, TST No. 17
C` i 1,n
in v., W 3 BAFFLES
13
bi
0
PROPOSED 4' SIDEW
3:1 SWALE N0.8
PHASE III
FUTURE
DEVELOPMENT
i.41 a c.
I C 39' t .12 C.
05'
�I
DRAINAGE
• \
Co
cop 1,t A
EASEMENT
3 0.—
SWALE No 2A
A\ A,
6,
A (K 1 5h
24 E E S 2
(.10 S,
o,rl -RS I I NV. 15. 0
'
7-)
'(_0 00
w 6x10x18"ED
, ,A�
Q) I
A&
A
DI-2
L CD
00
(DUAL INLETS)
o. a 1
-----
_0
ti _ ._ __. _ \\ , ,l z t I RIM n.n
0-1
x
AH'� � INv♦ 15°6
00
15 LANDSCAPE EASEMENT
_4 7
WITH 4 BERM SEE DETAIL 11f), 72o12
— _ SHEET C 3
APPROX. LOCATION 0 F
0
7
S-4
24 0(30 RCP DRIVEWAY PIPE.
\(A
Isgoas
_, -INVERTS TO BE SET ,m-, ;
LO
-6 6 0
00 •
C-�
-70
A/4
C z
1QJ
8.
P't
0)
r
. .. ........... CO
44
2f a3��
Y-02 1.
4.7 6' 16461
iiiiiiiiiiiiiij CH. '2 �'
11111J.. 2 E
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{,
I I
lb
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75'
/ 7
f
kry
V
0
0z
R
Q)c
jL'
u
0
Lli
F—
LLJ
-H
y\ f. I V L R EC AREA Q0_
60
Cfl
05/
421
Co
Golden
Grove
Heathcliff
Road N
W--r E
0
s
Vicinity Map
(No Scale)
Site
Hi kory
d
oa
I-0
� M�ddie Oaks Or
rpatad
"' a
R00dR"r I
20' 2 4
2% SLOPE 2% SLOP
3
< . 4' SIDEWALK
6 ABC STONE BASE
1-1/2" SF 9.5
ASPHALT
ROAD CROSS—SECTION
NTS
7 ,
50' C SITE PLAN
C 0 Nc DATE PRINTED BAR SCALE 1 40-1
E NTR
itb'Aff 2 3 2313 40 20 op 40' 800
120'
REVISIONS
0 Description By
gie
lh� I ADDED PERVIOUS SIDEWALK -PH. 2 1 E J W
z
1_
0
o�
E­1
E­4
z
,
z
0
0
E--q
z
z
z
C
-It
C\2
z
CIO
0
O
co
co
Lo
0 1co
Lo
1
Z
Z
Q0
,
CO u
C'0
'K 'N'
WZ--
1� I
4j 0 0
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I T
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m 0
0
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4.4
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S E A L
17374 • Q
\�j • INE�
r "//////CREGO?-
.ZATE 1-9-13
DESIGN PGT
DRAWN EJW
E3
SHEET 1 OF 1
05011

I
I I i
I
. REVISIONS
4' MAX. 15% SEDIMENT TRAP FILTER VARIES (6'-8' MIN.) SITE WORK NOTES No �
19-GAUGE HARDWARE CLOTH 35% 25% 25% SA AS DIR. BY ENG. 1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING / Description By
- - - - - - - - - - - - . (1/4 MESH OPENINGS) SA SA SA I CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date �
FLOW - - �­ - - - ------STEEL POST 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS R1 UPDATED WHEELCHAIR. JPV �
.I,- -I.-F-IrT 0- �: -a_-j,-, -�-`_1 WIRE FABRIC F 3/2/09 REVD SEDIMENT TRAP
, It ; -.1 - - , -<)N,�NSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN, TABLE. ADDED BERM
.. "I - _� __
" *� -, ki
i �� ; , ,--- "PT' _� "b _
5 - - " I 1 Ti� -- 1111.1F 7 1 - - - .-i Ah
­ I— _ -1-- r . , -,�'�':--',,�,�,!'i,��--�--t
. ill ,
- T ­" , i El I - _5-R tEF : E , _� , . ..... , 1� � ,
.,? - ,
, W "i 1, r" �;;;;;;; , , , , , ,
"##:, �� _��, .. ... ...... �_ _.. - I
".' ; � .... - ­J ��"§,' `---'j-tt -- - !,�,,,!,,-?"-"ft� j i , � A A
,�
­ ... � �gz z, i ,g I �,k;., , - I ,M< , , � I I , 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
TRAP TABLE
...'­T '­__..­_ - -, , - _ _
I .1- !.-" '17 =i ,_-_,,��_�­44. -I ;� ", , 't, . ­ I �� 0� � _7 ... , FILTER FABRIC Z . - , T -
.1"Fin: �:Ffl----f_g:Fi:.. .-P -,,­,i±,,�!,�,�,­,<i-�- , . -.iw�,'_J� i -_ ---- -- - 1 /2 GA. R CI- YlS_E­b FTST #4
....­�4 _T I O M :5 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC . ...­ _t114­1_1_ " ­­ JF�,,,� ­ � - Ul­ �_. I- - MIN. 12 R27 - - . ,
1.1.11 .1 . , , , L r I
.1 'p', e-j"11j, i�4, If'."'.2 . j I f- ---- -/INTERMEDIATE WIRES CE EJ�h
4- ,,q�ftj+l .­ � -11 f L __ - _4-1- Uj
,��r;� zv,�- 111� �
�j Lli
,,'!I ­­ -
I '11 - , ­_ I ___�'. .-i-'A I 1­ 1-1- ­ to R30 - )
: � � - , , - POROUS BAFFLES � ­41 _ n
.i ,, , -- ­., .1, ER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
" ;:t imi -J PLAN __
1 " -t ". - - N cr
:: a_; 'R , _� -VISED TST #1
.-�!: --.' " .Em, 4 I - 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
i 11 , " (SEE DETAIL) W -
- : :1, , L .- _J � ­­. _
- - . ­k - -11
­ N " L IJI. I - � 1-t _V - -_ ti I 1_5 I EJV�
­ -L IH-li- - ..t� I 1- tt It 11:111. . I— � _ - 4/5/12 , I
__ 'T "M 4 ­ I I
,
i+ ,[­T I , I I ­!-: I- -- --- REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS,
N==0 __ �_ -l. - I'll', I , ­ I - __ i J­ � - LL. EMOVED TST #5 1
__ -1 �jl ±4 j -, " , .i _. - . - ± J�� -------- _\,�� R31 EJ i
1.4-W.J. -1 - ! i --
01111110MIN IOU, , 11, :fllffff A '-I- _______1 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
..1111- KTI > __ . - 5/18 12 )
... ... C ID - - - - '* REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
�� ­ - 12- MIN NCDOT #5 2 P L I I �; I I 1_�_ rjp2,,�.SEE PLAN , R36 UPDATED TST #4
1_111i1n SPILLWAY 0 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
�� (_ r5i_u. 101 CL AS DIRECTED BY ENGINEER 10/26/121 EJ �
I _j
0 I - 12P STONE I Ill `46,1 R37 PEM
U ) R (� Ti � J_ 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED OVED CURB DETAIL �
.� I I "n W I I __"_�� SEE PLAN EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND /10 EJA
I - I rn FIL FA FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. R39 PEVISED M TABLE �
h� I VARIES - A 181RIC -SITE E DED TEMP. CHECk DAM EJ"ih i
SELIM A A 1 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF
Et %& nL 3, ETAIL REMOVED 5:1 SWAU i
V y ___ I H I H - PROPERLY PERMITTED FACILITY AS REQUIRED. �
-1 = - - - i
­111�11-111-11 I , NOTES: ENERGY DISSIPATOR i . 1111 = I 6 .
= = = I I I
Mi - 11 =_ I - A i,�, , 1 ,,Ill' 111 n I -_ I -1111, NTS 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
L I''! .. 11 - (n 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
-j ffl I 1-1 I 1= _1 I1___1I I - - .
CONSTRUCTION SPECIFICA71ONS: � UNDISTURBED 0 4: 11 W SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
POROUS BAFFLES \_ SUMP Ill,'' - -111 R ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE i
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING FILTERED I 11. � Fr IN 0
. - - 11 -III = I < SPACING. I
THE INLET. (SEE DETAIL) BOTTOM . III -Ill>
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND WATER Ill -. I 1--: � EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF I
101 - 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF I ,
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND CROSS SECTION . - Ill :"1.,T_F_I11= :=;L- - THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 1 0 DAYS PRIOR TO EXCAVATING. I " THE PERIMETER OF THE INLET. A MAXIMUM OF 4 FEET APART. . � 36" IN WIDTH. FABRIC SHALL BE FASTENED 1
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. -1, _ .. BERIM . I ,-I' 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ I
I . I ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE f
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, 4' MIN L / ,
­1 'I I . 1. ENGINEER. AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH �
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE . - \ NTS i
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. . - r- I -, - 3. STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE : APPROPRIATE PERSONNEL.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR Q STONE) ON A 2:1 MAINTENANCE: I I , - T�1* -FASTENER STEEL ANGLE TYPE. I - !L
SLOPE WITH A HEIGHT OF 16 INCHES WOUND THE WIRE, AND - I 11 � - SELF 111. EXISTING SURVEYING PERFORMED BY DESIGN SOLUTIONS (CINDEE WOLF) AND SUPPLIED BY THE OWNER
SMOOTH TO AN EVEN GRADE. INSPECT INLETS AT LEAST WEEKLY AND AMR EACH SIGNIFICANT a INCH OR - " I I L - .
GREATER) RAINFALL EVENT. CLEAR L THE MESH WIRE OF ANY DEBRIS OR OTHER , .. I I I I = A A ,12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, OBJECTS To PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT , I L 11 . � �!
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE ; .1 I . ,-I 0, ALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
- I - 4� I ;
- I i
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. STONE AS NEEDED. � - - - - TEMPORAR"Y SILT FEN L - 10, PRIOR TO INSTALLATION,
I
3' MIN
NTS . . 113, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT j
-
I HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. i I
� STONE SECTION A -A I CONC. FLUME 14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
I i . I
I
i
: TEMPORARY SEDIMENT TRAP TABLE L_ I-- VALLEY LL_ - 10, AT FINAL GRADE.
I I I
� . . 0Z
GRAVELHARDWARE CLOTH AND INLET PROTECTION . i DISTURBED 'D R D LENGTH WIDTH DEPTH PROVIDED PROVIDED Q Ld CURB(BEYOND) ' CONC, FLUME�> 15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. �
. NTS No. AREA (Ac) M R, (FT) (FT) (FT) YO S.A. - I i METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY ) cu�UM
cu. * (sq: ft.1) ft. (sq. ft.) (cfs) Ld M � �E __L I
. - . 2.20 0 Lli CONCRETE = 3: 12" AND SHALL COMPLY WITH ALL REQUIREMENTS. �
1 0.80 2,880 957 50 20 3.0 3,000 1,000 > 0 1 �
. 0 < FLUME ATCH � FILT R FABRIC
. 2 2.22 7.992 2,657 110 25 3.0 8,250 2,750 6.11 . ry 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING �
I a_ TO GRADE WIMMA-A I �
20 GA, WELDED 10' 1/2% SLOPE WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS �
WIRE FABRIC 5' O.C. WITH 3' MINIMUM BURY. a - 3 0.25 900 , 299 20 , 15 3.0, 900 300 0.69 11 , ......... I,/- 0 i f
1 4 0.40 50 10 3.0 4,500 500 1.10 _11, "" ENERGY DISSIPATOR ALL BE PROVIDED IN ACCORDANCE WITH NCDOT 1�
, Ill i
., .* 11111111 )
I ",'I..,.,._ ...... ...... . . NTS �
5 REMOVED � - ";­_....:_'.:­�.�." ...,._.., . ..­ - .; ,.** - - %, �, :..: !
iVEGETATED X X X X X . X X X -- V ou- �;., . .% .::.-�.e'. . -1. ...... . . . . . . , N/ . TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. 11
,/ I
�Y./`\�/Z` N�15 , %/
FILTER X X X X X ,�6 0 Q(�o 0 00 0(0 - � / I
1 6 REMOVED X X X 0 -0 I � ! 117, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
. 1,350 , 450 0.99 11\ I I I V / �/�/��,�k/X>/\3��
7 It �71/\_ /�\ ,/1 ��\\, ALL AREAS SHALL BE
FLOW - , : 0.36 1,296 431 30 15 , 3.0 1 ill . . . I ' / ,\111 j ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION.
�_. . , ' / "' ' " � SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 1,
8 1 REMOVED X I X X X X X X X , " MIN. COMPACTED
WITH STORAGE . \ . RIP RAP STONE BEYOND � 9 0.35 1,2601 419 30 15 3.0 1,350 450 0.96 1 1 "I'll 118. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS Ill WITH RUBBER GASKETED JOINTS 4 'I
`
) '>/ , >/\\Y//, �// ! 15"' CMIP 76 491 35 15 STONE AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 10`T`TT"`T""l"",.,,
110/�%/l/\011/00\1 i'llyllyl�11011y�l �ky/�/\,Y//YW0�; � 10 0.41 1.4 3.0 1,575 525 1.13 ;
. ON 00% - - - - -- --.,= . ;
I /,�/\, � ��\ ,��//��/,/<>�//\>�/\//<�\////\>�//�\�\///\: I � (/\' � , - - ll� ___ - (SPLIT IN HALF) 11 0.60 2,160 718 50 , 15 3.0, 2,250 750 , 1.6-5- 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A C\2 Z
I
I I SECTION a_-- - - I D/ BURY TO EXIST. 12 0.43 1,548 515 35 15 3.01 1,575 525 1 1.18 I CONCRETE FLUME SECTION A -A_ \C- I CHLORINATED RUBBER ALKYD, FS TT-P-1 15, TYPE 111, FACTORY MIXED, QUICK DRYING, I1T_TTTTTI :1
. no I moomftww NTS N; � NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
1 13 , 0.19 684 227 30 10 2.51 750 300 0.52 i
, LINE DAM BOTTOM WITH FILTER FABRIC : 14 0.31 1,116 371 50 10 2.51 1,250 500 0.85 1� 01 1
viL .� L11 � 'ill, 4P-010 NIGHT REFLECTING.
---I- - 4//v ! :
1 15 0.86 3,096. 1,029 125 10 2.51 3,125 1,250 2.36 N. � PL.,
-011111 -WIDTH 111110 11L � .�L 16 0.39 60 10 2.5 1,500 600 1.07 01, 3P-0y) 20. DUCTILE IRON SHALL BE CLASS 50. 1 C �
EXISTING NATURAL / 6 I 6tt - �2 1. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE . I
--- - - - i
- 'IN 17 0.27 972 323 35 12 , 2.5 1,050 420 0.74 . ; 0
A -.11111 AREA TO REMAIN _ I i PSI @ 28 DAYS - AIR ENTRAINED. Q4
EXISTING GRADE EXISTING GRADE UNDISTURBED - 18 0.33 30 17.5 2.5 1,313 525 0.91 61 ]VII . I22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
- PLAN V161 19 0.36 . 1,296. 431 35 15 2.5 1,313 525 0.99 --"--A - 2" - 3" . � BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
­ ­y '� �, x 4 PRESSURE TREATED POST � X X X X X -111-111 r;:;:;[ I [_ i I T__TT1I
�� -1 _�, I-) D X X X I a. I � �1_ IPAID FOR BY THE CONTRACTOR.
5 0 . C . WITH 3' MINIMUM BURY. IML SPRMEJR DWAM . X X X I X 1=1 I FE I � . I I 1=1 - - I I
I . . --I I I:-: 1-0 - !23. SEE GEOTECHNICAL REPORT NO, ____
20 GA. WELDED � -111=111 % I'' I N ! ----- , DATED -------- BY --------- %-....-, U
.. •.:� .. . . - 1: :,i .... - 7 i
. . - WIRE FABRIC NTS 1 22 , REMOVED X I X I- X - X I X � lEd I 1EE Nl� :_ �. . '. � .:. .,. '. 1: '. -� "' 1. 4 2,!.,. -1 I 1=1 - 7T_ � FOR ADDITIONAL REQUIREMENTS.
RIP RAP I - . . .1� _ L L . .. :. .,.,... _.'LL' '... %. �.­­ - I ------
I .. . ..:. �, ­ . ­ __�
- --dl I . . . . ... ., � �J. ­."'.. .., I . I -%F% I
"I ELEV. '19.25 , I _fh=q_1--1;_... ,!.:1 �­ . i I!E.�Ili,F. <0,TEMPO GRAVELLED
.. r .
ELEV, 19,00 50" VEGETATED FILTER SEE PLAN SHEET FOR LOCATION 1=1 1!�-.7-,, " z z t � 0 oaoa �CQNSTRUCTIQN SEQUENCE
L W , ------......Nmmmmmw NOTES: -I I IE?Orp:_2_�,�,�_20L,rpl,z_0_,,? -P o2- I -I - I - --I I I-- CONSTRUCTION ENTRANCE. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR U) ,� i
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST, 1 1 1= I I F1 I I- 11 =1 I ill
EXISTING NATURAL SUMP SECONDLY. :111=111=111=111 Ill I -_ �� 11 : I 1=1 I 1-1 I 1-1 I 1=1 I 1-1 I I.: NTS I EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
LINE DAM BOTTOM WITH FILTER FABRIC AREA TO REMAIN 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY 1 12. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED W L
UNDISTURBED WILL BE NO LESS THAN TWO FEET. I INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. I F-T! C (24 i
1 /2 SECTION OF 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 3 " MIN. COMPACTED STONE �3 INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION NCLUDING
15" CMP x 10' LENGTH I ICROSS SECTION � 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES COINCRETE FLU M E D ETAI L BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC, O Z 0
CROSS �� I � INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
. � OF THE LARGE STONE. NTS � CONSTRUCTION. Z �-� �/�
&In 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF �
I
LLTn SPREADER im DETAIL 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
PERMENANT STORAGE DAM 4 . 3600 CIF OF SEDIMENT STORAGE. ��
NTS NTS 1 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 SEDIMENT HAVE Y)
i
�
1" DIA H.D.6. U BOLTS W/3" STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS). I L(l, (1� 0/--- 1; Z i ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL, SEDIMENT TRAPS ARE )
_77" - -_ - . = = D OR WHEN HALF FULL, ,
0.6 WASHERS AND NUTS (ALL STAINLESS STEEL) 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY - -, ,,-I I ­­ j- i
I I., p
i
I . =1 I I- (f) 1� �
CERAMIC LINED D.I.P, SEWER MAIN AS TO LIMIT SILTATION. I � I SUPPORT ROPE- � 5� - - UJI a_ 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN 1;
1
12" 401 PROTECTO CERAMIC LINED D.I.P. FORCE MAIN _111 :7 '5% Ed I I- '' � DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER Z I
= 0� � z (D �,
. 1-1 010 _III--1 I— - ,< W FUNCTIONING, RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. �
- - -
. 30* CUT TOP @ 30' AND TO WIRE, TO . Il- bi
I SEAL WITH COAL TAR STAKE TO SUPPORT WIRE " -11 - I I=-1, I V) 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
�.. � -
1­111-1, T SILT FROM
PREVENT SAGGING 24" INTO BOTTOM - - I DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT &--q �_
� OR SIDE ENTERING STORM DRAIN PIPING,
; 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. i
�
... I'll, ,_ I i U)
I
L ­1
I - _1­111.j I
__.__..._..._ 1 TYPICAL GRASS SWALE � 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
I - ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. �
L
I I I I I NTS 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 1ITT"TT"T"T"I
I . . , � 11IT"T"T"T"T'l i
I I", 1, 0. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS f4
I
.1
I I I I f I I
I I , S EFFECTIVE.
COMPLETION OF CONSTRUCTION, W
1. 5' 11, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON C P-4
MIN. � ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION,
01 A low-= I Ill-TT"T"I
x�
8" DIA. CLASS 2.5 COCA I i 9)1- 1 W W �
PRESSURE TREATED PILING I ; I MAINTENANCE PLAN 1,
(18- GLUE CAP) ! I I . .1 I I � � � ­ - MIN, ;� i
I I I I "I'll � 0 n n11. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND I �:: �
I
, ilmljo ""S " " I rfflffi , , ,
I � : � rz� r:)
I � -.1111.111-- l �
1.1­ . ..... I 1 12" GRIFFIN SNAP LOCK � 1 PK�'WaRl6pow, - L �_ - � OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
, � .... " " � I 11222310.1t 11 -
CERAMIC i ..... ­­­ ...- ­­ - , - iONCE EVERY WEEK D WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
LINED DUCTILE IRON PIPE L, 1 5'-O" . � -
" j 0
I L I -' ! 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
"s I I FILTER I - 7 TOO -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
_ I 11 I
I FABRIC I,,, I - . U
t 11 __ I THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING 0
PE AND BENT SECTION DETAIL ! - - - - THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
NTS - i OIR MESH OR SIMILAR, STAPLES OR 1, ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS, CL4 T ... q
! 11
11 _1_11_1 I A "==r . 3. SEDIMENT WILL BE REMOVED FROM H GRAVEL INLET PROTECTION, BLOCK 0
TRENCHED INTO BOTTOM OR SIDE AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
V !I 3" #30 FELT � I I C 0% I
11 V f � STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL cc
IRME � I f
LATE WINTER & EARLY SPRING ;I I /`I, i - NCDOT � SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. N
Ef H it I �
TEMPORARY GRASSING DETAIL 1" DIA, H,D.6. BOLTS'!W/3"ECTIO DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
SEEDING MIXTURE 0.6 WASHERS AND NUTS (TYP)CRCJSS EROSION CONTROL DRAINAGE, SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
I 11 N 0 F PO R0 U S 6AFFLE/ STONE SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS Z (Z
SPECIES RATE (Ib&gW I 2"02" CLASS 2.5 C � NTS FLOW - R EVERY RAIN EVENT. F_­"I! r_1
Rye (grain) 120 CA -
Annual lespedeza (Kobe in PRESSURE TREATED 2 "'T1214 r---i
It Plain, 1­1 L '�'7 4 MAX. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR gEONSPiedmont and Coastal i _1�_ SWS MUST 0
Korean in Mountains) 50 � ,���,�����������,�����������,����I ������'ll'i'l'll,�ill���lI4=-77F,V=,,�T 1 �7 FILTER AT CENTER 'FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
I - 5/ 1 1_:��l I I- ­ ,- >�
Omit annual lespedeza when duration of temporary cover is not to extend I lj�_._'_� I I : ., ''_1 I . ,3..7 - - 15. � I , -� < FABRIC TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF W (Z
beyond June. i 1, �11_=�,'�, V)
, ,I= 0?0 0 , " * I 1EH1 I I:--- I I Uj 0-2 1 ACTIVITY ASSOCIATED WITH A SWALE.
SEEDING DATES: � -ill_ P -,] I 11. I I I 1=1 I I- E 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. W U
. 'll 11 W/ W/ - 11 11., - b i -U') Q)
- .1 11 ­ < SECTION A -A CD ,---i
Mountains -Above 2500 ft: Feb, 15-May 15 � I I > bi . THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
Below 2500 ft: Feb. 1-May 1 � I=t I _11,1 -1-111 I 1-1 I 1-1 I - I I- - GO ,T--
- 4ml. li-Mraw it _1_" � - 11 I. 111, I ITT I , , [ 1. - '' T, 1­1� Z Q) 'E" o co
pii�_(&rnar,,?, I III, I i ! I BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH P-TT-4 �_l
"I
Coastal Plain - Dec. 1-Apr. 15 PE MD BE SEDE DETAIL � - ii FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD -4---) -4-) T---i Q0
� DAM ;..4 LO Lo 0
SOIL AMENDMENTS � CHECKD ETAI L BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC C U)
NTS �
� I
Follow recommendations of soil tests or apply 2,000 lb/acre ground ogricul- NTS STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE Z -) co 0
� turol limestone and 750 lb/acre 10-10-10 fertilizer. I ISTORAGE SWALE DETAIL I DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED , Z CY Z
.
I f I L � OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED CD
cc Fr
, MULCH SPRING -SUMMER N�TES: NTS I 1 2" TYPE SF 9.5A (NCDOT) JOINT � OR IS DAMAGED. W ;j - L.,- W
PERMANENT GRASSING DETAIL I Z
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, I � ,6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS r--, r_-4 I I ,jj
? OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SEEDING MIXTURE . 1.! SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 8" ABC STONE (NCDOT) : 4--) 0
( REPLACED WHEN 0 0 C) Z
� - , BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLA
USED AS A MULCH ANCHORING TOOL, 2.: CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. Y) bi
SPECIES RATE ObLg" � �
;
3. � THICKEN SIDEWALK TO 6!' AT DRIVEWAYS. / � THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES P-4 Q) 4--) T-4 T ... i n
PENSACOLA BAHIAGRASS 50 1 i WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME P.4 'C! b�o 0') M a-
MAIINTENMCE SERICEA LESPEDEZA 30 ���� Fy
COMMON BERMUDAGRASS 10 4.� THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT I INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
� pi I-
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im- GERMAN MILLET 10 I WITH NO CURB. i C-) .,_-4 Q)
mediately following erosion or other damage, DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE Ln
TALL FESCUE 50 � � P-4 0
5. 1/2" EXPANSION JOINT (E.J,) REQUIRED AT 30' MAX. AT SIDEWALK � 0 0
i . 6nvoog:� co I INSPECTED WEEKLY AND WILL BE KEPT CLEAN. �
SEEDING NOTES I JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. - 1 ,7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS M 0
TEMPORARY SUMMER GRASSING DETAIL /V -, ? ROCK WILL �T 04 ----' 4 �' '
1, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA, 6. � PROVIDE A LAYER OF 15# BLDG, FELT BETWEEN WALK AND ADJACENT -ill- - � BEEN HALF FILLED WITH SEDIMENT. LACED WHEN THE SEDIMENT T_j r-4 Cd @
SEEDING MIXTURE 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- STRUCTURE. ill 11- INS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR F-I ---t �:: Q..4 PL4
I
COME A PEST, BERMUDAGRASS MAY BE REPLACED WITH 5 lb/ocre CENTIPEDEGRASS. iii � I
SPEaES fib/a=j 7,1 REINFORCE W/6x6-10/10 W.W.M. SECTION MAY VARY � REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
GERMAN MILLET 40 SEEDING DATES , i L DEPENDING UPON FIELD CONDITIONS. �) �. I PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
� CONTRACTOR SHALL COORDINATE I
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE 1 30' MAX, SPACING THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE IN 0
SUBSTITUTED AT A RATE OF 50 LB/ACRE. "URB ( - w/OWNER & GEOTECHNICAL WILL BE KEPT CLEAN. lb
{ ENGINEER TO DETERMINE ;
t i 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
SEEDING NOTES SOIL AMENDMENTS SECTION. �
: ,yk
� TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE 11
MOUNTAINS , 15 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre I I . VEGETATIVE COVER. ALL SLOP a I I
PIEDMONT - MAY 1-AUG. 15 GROUND AGRICULTURE LIMESTONE AND 500 lb/ocre 10-10-10 FERTILIZER. 1! . . , 1 .. , . ES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL I
. .4 ­ A - . . . v. .. . . ­. . :. , .0 I . . I
COASTAL PLAN -APR, 15-AUG, 15 . - I ., , . " * . . . . . . __ ( �
: . 4.� .7 . _:): .. .r� - . .) 4 Z-D
: . . . A _,D . __ ­� 4� , - --) '�4 4 ­ ' ' . .4. ILL BE STABILIZED WITHIN 15 WORKING DAYS. , - . . .. - � � . __�. ': .. - ... , � I
I - . . � 4, f , , '-0 - . .. . . .. : W - . 4 ...- 04 0 (0 k 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
: W.. Q- - � .0 .Lj ,. .U. - ..O." .. 4... :Jp' . . I
SOIL AMENDMENTS - .. . . � . . : , . 4 4 ' . . . . . . 4 .. , ,.'' I - . , .4 . '4 . I � . . . :4� - .,z . ­ 4- NTS I
I MULCH - � .� : ., � 4, - ... . ... `4 . . . X, �-. .4 .. , INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- .
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER, APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE � .. �
. J' , \\\�11111////
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING I . .. . I Z
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE 1 0 W - \\ //
. SIDEWALK (6' STD.) 'D ,z %�- \
USED AS A MULCH ANCHORING TOOL I . . . . 1 ,_ 's V-6" X 1'-O" X .080 STD. ALUM, I I orn 2, M__ - C��q //
MULCH !� ', 3"R. . all. A B . 4 //
,I l�� .,:c t� § -, / //
HANDICAPPED PARKING SIGN , �_ , !1111 'I IQ) 11 UTILM STRIP o.ol (MIN.) ZIt_=q _LL 1� .......
':." IN. � ,,, = _ ,
(0 BROOM FINISH PERPENDICULAR I � . . AX 0 02 NORM.) . .. /
APPLY 4,000 LB ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ; - �; ,:, a' . q ,­ D'op CUR" 0.04 1AAX __� U- D I ESS / •
I'll
& GUTTER 8HUM) 1 61
. . . tSTD. 2' 61 cuRB * .11
- * W-. - 11
*
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE . . D PARKING" TO PEDESTRIAN FLOW DIRECTION i!-% -n;1a 6 4 0.084 UM., "WD�­;� ! �, . �
I Z - 0 _1W - 11 � - �, . -
4 -� - , I ;� 2�� --i :C 5; - /I/ MAINTENANCE . 4 , I I 4,:�,�.f - N 7 -
USED AS A MULCH ANCHORING TOOL, . . . . I ^ WITH IDENTIFICATION SYMBOL. ^ 0 100-1 11 014-- _____ ---,-7- 0=0 I 11 *
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH i . �'-. � PARKING 0 0,;> �, H I *.
! 3/8" CAN)IUM --- --- � I., -�-P -Z :
REQUIRES, MAY BE MOWED ONLY ONCE A YEAR, WHERE A NEAT APPEARANCE IS 00 PLAN . F 7­14 ��__� � F_ Z t_4 - SEA L
__V_1_ . ,C.J. ASHERS, = CZ. (=, 0 1 ��, __� = Lu : * ::
MNMNMCE DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. � 1 .-- " (5 r- I I t � I x � CO F- U_ 0 - . -
A . = " _<j 1� I -
. . . . Mxi" .. 0 - :
. . . 0 CD CC -
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH IM_ ... . . . . 9ft X i l-Cll X .080 STD ALUM, SIGN F - - ---- 1 4' SIDEWALK . = > 4Q) ,_ I .1.. Z t-q -':5�­,�. 17374 .* o - �
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 4 . 3000 PSI / I W <_ .. 1,_ _, - -
FALL -WINTER I . . . 4 TO READ "MAXIMUM PENALTY $1 00, - 6 - 5 . .-a 6 61-4 4, SIDEWALK . 61�oll . 3'-4"-. _011 I � "R., ;��- . :�< '-
� 9 b. - I §' -
= ITRANSITIONI DMRT' I TRANSITION
� ­ � ... I .... 0 � ��� ELEVATION/ I URTDUN , - I- <'/ * - . . X � , .
I I E.J,4, I GS 20-37.6", BOLT TO WD. POST rml. `�,(� *. -��Itqe�� .* `�
PERMANENT GRASSING DETAIL I 4 I I',--. , ��- .. . 1�1
__� ......
I- , �­ / .�o . ,
-77 I :Z ' '-1 � E //
i - 1 2" .. iNUTsBOLTS S, -4- - S ,,jo? c� .�: � .. ..... !.. ,;. VMIABLE SLOPES NOT --- --- ////SECTION A -A / �, \'�\
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE BLDG.-STRUCTURE I - - I 00 % . ... ..'s, ­ ..... i 11.2 � . TO EXCEED 12:1 (0.33%) CREGO \\
,44" - . '.-
I COLORS . ­ .. 4:, LOP,�- It . ,� ?� * . . . ; . . .. . �... ,
, SPECIES RATE DbZ22W PLAN . PRESSURE TREATED 4"X4" POST -- - . - . - -.1 " '4' !:.:... '1//1II10\\'
.
.. . - 77,7.7,� . �.- :.. .. _ .. I �
. -•
I
SEEDING MIXTURE . . . - -7- ... .� .�� - - TALL FESCUE (BLEND OF TWO OR I ____...
.1 � v�. - '. . . . e .....F_.
0 , , - . , . � .. .. ... . SIDEWALK r., . : , . ­ . . :. - '.-. 7 .1 =
,4221131 z - . .. 4, a .'j,..� �.: . .. . .... " rn _
. . .
SPECIES PAE (1b THREE IMPROVED VARIETIES) 20 1/4"xl" DEEP w/AN WHITE SYMBOL ON BLUE BACKGROUND .,. . � ': - . -, 77. .��...., __....
Rye . 120 RYE (GRAIN) 25 1/8"R TOOLED FINISHED GRADE '.. , . . ,.­,1:_.. �
11 : .., - , , ,,�* ­ ....'. :.�'- ,,.::.%-, .' 4' Z EXPANSION JOINT 0
, ..•
(grain) JOINT 1/8"R TOOLED JOINT if - I . �... . . . 6) _(SEE _S'ff._94d­.6_1) NOTE: A PORTION OF ONE OR BOTH MOPS O/ '7 ' ,ATE
JOI r- MAY EXTEND OUTSIDE THE RETURN. i -
SEEDING DATES . I 1- 1 /2$)R(TYP) - __ I __. - - =111 111=111=111=11, * A N .
__ ,. E:
DETECTABLE WARNING DOMES SHALL COVER 2'-O" LENGTH AND FULL WIDTH OF THE �11'_! W .
I - I SEEDING NOTES JANUARY - APRIL I ll . .A 11111 ill- -_ -_ 7 = = RAMP FLOOR AS SHOWN ON THE DETAILS. �: EXPANSION JOINT ,_,, , ESIGN PGT
'� I , M 0 TAIN 7 CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK, . - � - �
I MOUNTAINS - AUG, 15-DEC. 15 . - U 0 (n 2. B _ S . -- . 11 (SEE STD. 848.01) - FNI
. I [ .. �:. . . . I M _j OR DARK -ON -LIGHT LIGHT SEQUENCE COVERING THE ENTIRE RAMP. �"` .. -
. a . 77 . X . Z 2 SEE NOTE .Z.1.1.: 0 lk
COASTAL PLAN and PIEDMONT -AUG, 15-DEC 30 . : . , 1� � �n IV * - 0 F-
, �� -, .. 11 � 7 -� - , �,�, M " L COMPACTED C: 0 H DRAWN JLR
, , '" . -
. . .
.
SOIL AMENDMENTS . . 4 � . . MAXIMUM - .. - :2 6x6- 1 0/1 0 W.W. = X . W
. , . � . qj > I . '�' -
( .4'.. , . . . RAD� RM? WDTH "EA IS VAnASM ­
� , . . .. ... . . . . . .4 ... . ". I .. < I - __ - - - . . $ I a I , 0 wurlunT <.,­
-
1, SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 lb/acre . .. . � - �4 � ' A . . . . Z - - - - - - - - I - ___F X B �/ =
. .. � � . . .. : . ,?. - I . . . . _ - . - - SIDEWALK = (j
I GROUND AGRICULTURAL LIMESTONE EWSE THE LOWER RATE ON SANDY SOILS) AND -, O-) PENALTY I I 0 0 M a W I I A W--A-V � ,
� ,
-10-10 FERTILIZER, - - C: = � 0.ol 5.81 1 s. a, 5.01. < _j 0 Fwr , Vl­
-_ = �_�d I I I $I 0.01 6.81 1 6.81 6.0­ F_ I
D , d - M -1 Uj �_' ,,,,,,,,.,,,,;- 11 I
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 1,000 lb/acre 10 3/8"(TYP) I I E I I --i 0 �_ .nl I _illl 0-01 7.8' 7.3' 6.5­ CD
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. _,_�M I I W $I 0.01 LU il�
to 8. 8' 7.3' 645F** t Cl_­
" $250 1 � 1-:---=l I 1= ::1 - , I ... = = I-,
"
MULCH 1/2" EXPANSION � A !I I m:irW49W 51 2.0 7.8' 7.8' 5.0' OF ca , ", 1
RN PORTION
, .,
- �' @ @ @ @ @ g THAN 65% OF 5' 2.5' 8.3' 8.1' 4.6' 11W FALL WITHIN .-, 3: 1 � I
JOINT M = G) . [A)AMR CROSSWALK UNITS. 111.��4;11.�,
MULCH APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE I 51 3.01 8.81 8.3' 4.4' (SEE NOTE 13) .......- _j IF I ," " 11
, , ,
16 " ABC STONE(NCDOT) t SECTION .0 Z , , , "
............
N __ I M I IL-i M I I ." ............. 0 , �
MATERIAL A _j Ill GS 20-37.6 -
\� =�� - I 1.11 ,.,, 8.4'. 4. V I . ­. q
MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP- ___ - - WHEEL CHAIR RAMP In(Jo Z �j,�", " , ,
- - - - 0 A' 4.0' 9.8' S.6'I 3.8' 1 Lu i
,
APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 6" ABC STONE(NCDOT) � ­
-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN I 121) M ... I 5' 4.6' 10.3' 8.�7;1.j , 't 3,,1�11;1 � �.j
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE . I IN - - - 1; I 1, I I E ANCHORING TOOL, BE USED AS A MULCH ANCHORING TOOL . I 51 5.0, In -A, �11'1,1'1',,"
I I I .1 __._____
I � , . " " .., .
I EXPANSICN JOINT (E.J.) I I LEGEENIDI ANIC)', En,RUrT-i`?, - Gn',�EE-Al 1 j,p m . , _
aEiz
, � -,
- - - A �
I `_ j , \
, -
I I I 41, z
I
ill - I go
I /il�, t, R27
i I 31- F k5
,
. I 10 11
i,� �'__ ' '0
,11 - R3
-, � 01W 4 /5 / 12
- J
-- -
I - -
�
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SEE T
-� a �F'l �IR
N17
CONTRACTION JOINT (C.J.)P�A�_v o .6� � 8 - x (MV) � _ __.____-,
- . . BACKGROUND - WHITE SIDEWALK AND 1,4. 8 - DISTANCE FROM FRONT EDGE OF SIDEWALK - ,_,� � -
, , - I... - - ..:_.'�... TO BACK POINT OF 1211 (S.33%) SLOPE.
MAINTENANCE - - � - ... - - , -�, � _, - �Y.. ?. �� - BACK F SIDEWALK DROP REQUIRED FOR ALL MAINTENANCE - .� ..
SIDEWALK
S - - .... - Y'_ , •
. ..�'. o LOPES. 3 OF 17
... � .... �b
. .
� . - ., _ , ._ C , SXD SHEET 1,
Nr _ , ��- I �' #Sr LASS
Re ir and refertilize damaged areas immediately. Topdress with 50 lb/acre WHEEL CHAIR RAMP DETAIL I . coNcRuh - BACK OF SIDEWALK DROP REQUIRED FOR
pl� FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/ocre NITROGEN IN JANUARY - SIDEWALK SLOPES 0,04* DUAL RAMPS
of nitrogen in March. If it is necessary to extend temporary cover be and OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8, ANY RADII �S_H�EET1 OF �4
June 15, overseed with 50 lb/ccre Kobe (Piedmont and Coastal PloiZ 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING SIDEWALK JOINT D ETAI LS TYPICAL HANDICAPPED SIGN DETAIL . NTS ISHEET 1 OF-41 CDOT 1 401, MIN. FLOOR WIDTH) [:048.05 -1
or P 1 0501 1
Korean (Mountains) lespedeza in late February or early March. WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, I N 848.05 DETAIL
AND MULCH DAMAGED AREAS IMMEDIATELY, MOW TO A HEIGHT OF 2.5-3,5 INCHES NTS NTS .1 848.0sl . NTS
AS NEEDED.

Central Files: APS SWP
06/17/13
Permit Number SW8000245
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.30 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 05/03/13 06/17/13 06/17/13
Regulated Activities Requested/Received Events
State Stormwater - Low Density Deed restriction requested
Deed restriction received
Additional information requested 05/13/13
Additional information received 05/20/13
Outfall 3,.1"! L
Waterbody Name Stream Index Number Current Class Subbasin

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for Low Density Residential Subdivisions
where lots will be subdivided and sold. Deed restrictions and protective covenants are necessary to
ensure that the development maintains a "built -upon" area consistent with the applicable regulation
governing the density level.
I, Wilson Ki acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Deer Crossing
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 000245 as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 2650 sf (lots 1-119). 2430 sf (lots 120-139). This
allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. 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.
9. Each lot will maintain a 30* foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30* foot from the mean high water mark of surface waters.
*50 foot for projects located in the 20 coastal counties.
Signature: ,�- k,--- Date: f
I, 1111 a 0 - 'ha c(A , a Notary Public in the
State of North Carolina, County of ,
do hereby certify that _ _ FA] t �1n �` personally appeared
before me this the day of M o V , 2013, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signature
My Commission expires JO-15 -
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1
NO,,` ,A `C a@,q� , VP
•,a
'otlB1.�G ..Flo . �

Completeness Review Checklist
Project Name: -Z Received Date: 13 1.
e ,
Project Location: S LtC\ IAccepted Date: 1N
Rule(s) 1:12008 Coastal 0995 Coastal Phase II (WiRO) Universal 1:11988 Coastal
Type of Permit: New or Mo or PR Existing Permit # ( o r PR): Oooag5 EIPE Cert on File?
Density: HD or LD Type: Commercial or _ R identia �NCG:
%: 0(% 00) Stream Class: 62;)kR�} SA Map [70ffsite to SW8
(Subdivided?: Si6bdi -?Wn or Single Lot I I IORW Map I I (Exempt
NaperworK tmaiieo tngmeer on:
r1!$lement(s) (1 original per BMP) BMP Type(s): w (0 0-yCn
MO&M with correct/original signatures (1 original per )
194plication with correct/original signatures 4
Deorp or LLC: Sig. Auth. per SoA010 o letter
�05 (within 6mo) '-�,Lc - W�
except LS/VFS and swales)
Soils Report with SHWT
Calculations (signed/sea
�No obvious errors
includes common
LA -Peed Restrictions, if su
Signed & Notarized
Correct Template ((
Plans
Imo` Sets
Grading
Vicinity Map
Legend
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
'eas, etc
lote to Reviewer:
'J6 0CH I"JE� BOA ItOr --37
r61D(WP(1 KS `� LcnS
69AQF16 ( 6e2 N(5 5/3/13 6Mr 0
')Nv, 5Ak �& J td It 4V--� O'
-DR5 O hT I IlTE Rnrjs
Tf *-7 A, -lien,`
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
(proposed BUA dimensions)
DA Maps
Wet Pond
Soils Report
SHWT:
PP:
Project Boundaries
offsite
1:3PE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
Permitted Proposed: Proposed: Proposed:
sf
sf

E
0
0
Q.
0
ov
CL
m
C)
V! m

May 2, 2013
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 2,430 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.
BY— '-if

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 2, 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:
REft MAY 01 VIS
We are requesting a modification to existing permit SW8 000245 for the Deer
Crossing subdivision. The plans have been revised to include sidewalk along the
frontage of each lot within the built upon area for each lot and to provide pervious
concrete for all remaining sidewalk. (465 if x 4' x 25% = 465 sf) Calculations have
been revised to maximize allowable built upon area for the 20 lots within Phase 2.
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,
Yffop Engine ring, P.C.
Phillip G Tripp ' .E.
PGT:dcb
Enc.
ECIVE
MAY 0 3 2013
BY: