SW8121102_COMPLIANCE_20121102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT
NO.
SWqIOi`A
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Permit No.
(to he provded hY 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 2009-211, 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 : Trailwoods Section IV
Contact Person: Jimmy McCotter T Phone Number: ( 252 )671-3333
Number of Lots:5 Allowable Built Upon Area (BUA) Per Lot*:3,382
Number of Dwelling Units Per Acre**:1.26
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 member of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(http://h2o.enr.state.ne.us/sulbmp_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 including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
Form SW401-Low Dens ity-Rev.3-2/10/09 Page I of 5 NOV 0 5 z01Z
BY:

• Total, BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform
lots.
Calculation:
For uniform lot sizes:
(SA: 173,096 ft2 x DF: 0.12) — (RA: 3,858 ftz) — (OA: ft2) = BUA per Lot = 3,382 ft2
(No of Lots:
For non -uniform lot sizes:
a. (SA: ft2 x DF: — (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be :!�a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale desien information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(efs)
Slope
(°Io)
vallow
(fps)
v,c,ual
(fps)
Flow
Depth (ft)
1
0.48
0.06
0.42
0.5
1.73
0.50
n/a
0.76
0.46
2
0.21
0.03
0.18
0.5
0.76
0.50
nla
0.62
0.34
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19,
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 5 NOV 0 5 2012
1

20 `
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 2008-21 l .
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.
a'
b.
C. t
d,
e.
f.
9.
h.
k.
W
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.
For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative
buffer is provided adjacent to surface waters.
For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
Longitudinal slope of swales is no greater than 5%; far non -curb outlet projects,
calculations for shear stress and velocity are provided if slope is greater than 5%.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity !�2_ ftls).
Swale detail and permanent vegetation is specified on the plans.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
Swales are located in recorded drainage easements.
n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each Swale).
N� p.** Curb outlets direct flow to a swale or vegetated area.
Form SW401-Low Den sity-Rev.3-2/10/09 Page 3 of 5
NOV o 5 201Z
i=

t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 5
f Nov 0 5 2012
rr� ��-

'V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. SwaIes 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 -Kathy Carter, Vice President
Address-.P.O. Box 12951-, New Bern, NC 28561
Phone: 2.52-6I-3333 Date:-
Sig-nature:47Aw 2 �1/1 x, ./n
Note: The legally resporisible party should not be a homeowners association unless more than 50° o of the lots have been sold and
a resident of the subdivision has been named the president.
t, i /+V'o M 1 Uri Lju Il a Notary Public for the State of n0vca-1, �r9Yr1' �Oounty of
�+ V do hereby certify that Kafh V'i M . Car le►— personally appeared before me this
�+ day of d C IV bzr , � °d 1 d acknowledge the clue execution of the forgoing swale maintenance
requirements. Witness my hand and official seal,
Notary signature
```,`�auttiuuaT
4' NpTA,q y rr
caMMissrkPipes =
112412017
pUBI.IG: -0
Nam `
r u r C 0� 0ti1�``�,
Form SW401-Low Density-Rev.3-2/10/04
My commission expires 02 Ll J ''y-! -7
Page 5 of 5 N O V 0 5 2012
BX:

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, Kathy Carter acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Trailwoods Section IV prior to the
sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Numbers1V9 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 Wafer Quality.
6. The maximum allowable built -upon area per lot is 3,682 square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. 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 pro'ects located in the 2 coastat counties.
Signature: t "l Date:%!� �7,
I, i 1 U H I , a Notary Public in the
State of ! U c_ , County of �� 01,�1 pA) ,
do hereby certify that lri,o . G r4p,c _personally appeared
before me this the day of (fl(' , 20 /2- , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signature :0
Q" NOTAR}•
My Commission expires J a `l yU J MY r
COMMISSION EXPIRES
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 11240"
NOV U 5 2012
-,0 AUBLIG
N co�1N .•�'��
BY:
11111111110

Permit Number SW81211 Q2
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
chris.baker
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Trailwoods Section IV
Location Address
202 Lee Rogers Rd
Hubert
Owner
Central Files: APS SWP
11/08/12
Permit Tracking Slip
Status Project Type
Active New Project
Version Permit Classification
J 1.00 Individual
J Permit Contact Affiliation
NC 28539
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Triangle Plaza Inc Non -Government
Owner Affiliation
Jimmy McCotter
PO Box 12951
New Bern NC 28561
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11 /08/12 11 /05/12 11 /08/12 11 I08112 11 /08/20
Regulated Activities Requested/Received Events
State Stormwater - Low Density Deed restriction requested
Deed restriction received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

J_R A I UkrDOP S Sc Cnolv T—VT
Wis, -n u SI45 u bf (0 Sqrc r
IN 7 1200' T8
1428
pis
Thp
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-E:N PAP G 6
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IN
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fit/ Q 9
r Aq. . . . . . . . .
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Hubert 01
_TR �vb :�. 11 �,,. 11 , ,
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SC14 L F I Q OOV

TRAILWOODS SECTION IV
STORMWATER NARRATIVE
Trailwoods Section IV is a 5 lot residential subdivision located off Lee Rodgers Road
(NCSR 1431) in Onslow County. The project location is shown on the attached Portion of the
Hubert USGS Quad Sheet. The project boundary area is 3.97 acres. Stormwater from this site
drains to an unnamed tributary which ultimately drains to Queen Creek, SA;HQW. The proiect
as proposed is low density at 12% BUA over the entire site as required under the guidelines for
"Development Near Class SA Waters" as described in the Coastal Stormwater Rules. Roadside
ditching is provided as a low -impact development methodology instead of a curb and gutter
collection system. Transportation of stormwater runoff by vegetative conveyances is achieved
by roadside ditching and shallow, 3:1 swales (See Swale Chart) that outlet to existing road side
ditch on Lee Rodgers Road. There are no surface waters or areas of environmental concern as
stated by CAMA on site so we do not show 50' buffers.
Other than the road side ditches stormwater will sheet flow off to the existing road side
ditch on Lee Rodgers and to wetlands which make up the southern border of the tract of land.
This project as designed will not create any additional point discharges inside the SA waters
mile boundary.
For further information, please refer to the stormwater management plans and application.
NOV U 5 2012
RY-.

Stormwater Narrative
1. General Information
a. Name of Project
`I'rialwoods, Section IV
b. Street Address, City, County
Lee Rodgers Road near Hubert, NC
c. Acres in Tract
3.97 Acres in tract
d. Acres Being Disturbed
2.9 Acres to be disturbed
e. Acres in Wetlands
0.1 Acres of wetlands
1'. Ownership Information from NC Secretary of State Web Site
.IE McCotter Land Company
g. Description of Development Proposal
Residential Subdivision
1. Previous or Existing Permits.
NIA
2. Tax parcel ID Number
Parcel # 1306.32
h. Pre-1988 Built Upon Area, 11�Applicable
NIA
i. Discuss Phasing of the Project & Storrnwater Facilities When Applicable
NIA
j. Discuss Proposed Waste Water Treatment & Water Supply
Water service provided by ONWASA sewer to be permitted through
Onslow County Health Department by individual septic systems
k. Identify Historic Sites & Pro_jects Being Funded With Public Monies
NIA
1. Disclose Any/All Non -Compliance Issues with DENR Agencies
NIA
REC
NOV 0 5 2012
BY:

2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number for All water
Bodies On or Adjacent To The Project or Closest to The Project Area
White Oak River Basin,
SA;HQW
UT to Queens Creek
b. Identify Whether the Stormwater Design is High Density or Low Density.
Commercial or Residential, State Stormwater or NI'DES Phase II, Address
Vested Rights When Applicable; Identify Pockets of High Density
Low Density Residential Subdivision
Onsite
c. Proposed Total % Impervious Surface
12%, BUA
d. Number of Proposed 'Treatment Measures, Type(s) of Collection System
NIA
e. Will All Built Upon Area Be Collected
No
f. Identify Whether or Not the Project Has Buffer Requirements & Whether
or Not Development Is Proposed Within A Buffer
No buffer requirements
g. Discuss Coastal Management Areas of Environmental Concern When
Applicable
NIA
h. Disclose Whether or Not Off -Site Runoff Is Coming Onto The Site or Into
The Proposed BMI'
NIA
i. Discuss Whether Road Construction Across Other Property Is Necessary
To Access This Project
No roadway improvements are proposed at this time
j. If An On -Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates, Seasonal High Water Table, etc., and Include Date Of
Site Evaluation (This Is Required for Infiltration Pro'ei cts).
NIA
k. Is The Department of Transportation Requiring "hhe Construction OfA
Turn Dane Or Road Widening Associated With The Project
Not at this time
I. Is this site within %2 mile and draining; to class SA waters?
Yes, we do not propose any new locations for point discharge
cLA�1f',"I�rti1LL'cx>dssccl V.Slunn+�aterNairraliti�c.l 1.5.12
NOV 0 5 2012
3Y :

PARKER & ASSOCIATES, INC. �hapins Hori
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
910-455-2414 • Fax:[phone]
Firm License Number F-0108
November 5, 2012
Ms. Georgette Scott
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Trailwoods, Section IV
Onslow County, NC
Express Stormwater Submittal
Dear Ms. Scott,
Please find enclosed the following for the above referenced Stormwater Submittal package.
1. Two (2) sets of Plans (Sheets 1, 2, & 5 of 5)
2. One (1) original and One (1) copy of the Stormwater Management Permit Application Form
3. One (1) original Low Density Supplement Form
4. One (1) original and One (1) copy of the Low Density Residential Deed Restrictions Form
5. One (1) copy of the Stormwater Narrative.
6. One (1) color copy of a portion of the Hubert USGS Quad Sheet.
7. One (1) copy of the Property Deed (Deed Book 3040, Page 490)
S. One (1) copy of the Secretary of State Business documentation for Triangle Plaza, Inc.
9. One (1) check in the amount of $2,000.00 for the Express Review fee.
If you have any questions or need any additional information, please contact me.
Sincerely,
PARKER & ASSOCIATES, INC.
Athan M. Parker, E.I.
Enclosures
xc: Mr. Jimmy McCotter - Triangle Plaza, Inc. (wlpaperwork)
CF (P), LAM, JAH RECEIVED
AMPIbab NOV 0 5 201Z
c3.AMP.L'I'R.Scott.TrailwoodsSectioniV.I xpressSWSub.11.5.12
BY:
EMAIL ADDRESS: TEXT MESSAGES TO: Raitext(a�,bizec.rr.com MAPS AND PLANS TO: paidraft(a�,bizee.rr.com
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS

For DENR Lae ONLY
AFA North Carolina Department of Environment and R4 (� d
Natural Resources ��^� 1 l ` � M o � � ��
AGO,Trm
NCDENR Request for Express Permit Review
RLLdN an the Information beefow and CHECK fire PermINW) you are requadng for express review. FAX or Email tlhe completed form fo Emma
Coordinator along wfth a comdod MMUMMED namOm aft plan ME ft and &A& m soma Hems exmWin Me 4011c0on owbae
of Me pmjbd locadom Please Include No form In the appllcatfan package`
• Asheville Rel;Wh4llson Davidson 828-296,4�8,s so enr. ov
• Feyettevllle or Raleigh Region-David,Lee 919.7914M, dRybileeetncdenr rrov
i. Nooresele a -Pahfck Grogan 704-6O3772 oroetdc1LgMR&cdenr wv
• INashbMton Region -Lyn Hardhm 252-M4215 or!g.hanfis ffl&M nrrrov
• Wilmington Region -Janet Russell 910,M2004 or l netgool ancdenr nov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Pemdta of request
SW
SW
SW
SW
SW
ll-6
Projeai Name: TRAILWOODS. SECTION N Courtly: ONSL AS; (N'
Applicant JIMMY M=TTER Company: TRIANGLE PLAZlkINC
Address: 4503 WEST FAIRWAY DRNE City: NEW BERN . State: IBC Zip: 2856'1=
Phone: M.87l- Fax: Email: [e-mail]
Physical Location:OFF PMRTOWN ROAD IN THE HUBERTAREA
Project Drains into UT TO ggEb§ CREEK waters -Water classification S HM (for classification sae-
ht :/ 2a.enr.state.ne.usINmstraporWreportsWB.htmI
Project Located in WH.Q9K River Basin. Is project draining to class ORW waters? E) , within K mile and draining to class SA waters Y or within i,"m8e
and draining to class HQW waters? Y
Engineer/Consultant ATHAN PARER, El Company PARKER & ASSOCIATES. INC.
Address: PO BOX M City: JACKSONVRU State: NC Zlp: 2&141.OM RECEIVED
Phone: 91Q-45�2 Fax: 91GA&, 41J Email: PAITEXT�BIZE{;.RR.COM
SECTION ONE: RE UESTING A SCOPING MEETING ONLY OCT 0 202
❑ Scopiing Meeting ONLYEI DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: BY:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: — # of stream calls - Please attach TOPO map maridng the areas in questions
❑ IntermlttentlPerennlal Determination: _ # of stream calls - Please attach TOPO map ma►idng the areas In questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (—Linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State swrmwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑
Clear & Grub, ❑ Utirty ❑ Other
® Low Density ❑ Low Dens*Curb & Gutter _
# Curb Outlet Swales ❑ Off-dte (SW
(Provide permit #)j
❑ High Density-0etention Pond _ # TnkXment Systems
❑ High Denslty4n iltratlon _ #Treatment Systems
❑ High Density -Bio-Retention -,,, # Treatment Systems
❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatrnerlf Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑
Redev. Exclusion SW (Pfo" Puma kl
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts
❑ Structures Information
❑ Upland Development
❑ Marina Development
❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT ffor both scopina and express meeting request
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been oompleted: 0 Yes ❑ No
US ACOE Approval of Delineation completed ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: ® No ❑ YES acres)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ❑ No PermrT
-- - For DENR use only - - - - - - - - _
Fee 8pllt'ror mu0lpre vermrt—e: (Check #- f coral Fee,Rr»evnr s
SUBUrTTAL DATES
Fee
SUBMTrTAL DATES
Fee
CAMA
b Varkm (U Hot U Mini
S
SW ( HD, LD, Gen)
$ 401:
$
LQ8
$ Shoam Deter,_
$
NCDENR EXPRESS March 2009

minim 591t *5t4n of I VX ev shall Ve "Intamed Y
I g the rght-ol-vray et all tntowl Intcmezt o \ / !
foot ndn at nght-f-Way intenectwns. 30 foot
jt d pavemem nKerSccuorrs.
:uHuty undo streets SFuil be remlexcrd concrete, per North Carolina �
ment of Trarnportat� Specifhaatl . urie5s aher 5peahcd arvVor
.e4 bv the Engmccr and/or pepartmut at Iraroporlatian. 911t Fwroe : \ /r
Wads shall be F`dd. and WIt to NCOOT Standards, Gle�inq Lirnlb
rc shall de np ery trpn et, unt Mn the NCOOi •N'slit-ol Way. m Prop.rty Line 4 -� - ` •,i f
materals ab practres 5WI —L North Carohna Oel artment
r olhrr dctadrd mnswctM rates. x pt.n and profiles.
Trallummel Section I '
M.H. 42, Pg. S55 -ka/ —43 , `\ \ Win
ftenco
J Raacved; Net Port -
Canvats of this Plat
20 LP tar R.ItCP 11 % \ ru+,
Silt Farm r n
v \ J.E. McCottar
Lmd Company, LLG
an PraGartY Lira _� \, , i M.S. 3, Pq. 158
D.B. H040, Pg. 4*0
d#ch boom" •
filer. 38.Ca0f � �- L�\ 5
20 LF 18a RCP •, � } �l "d' $
Or" Culvert Typlcol Fdatlea \
t Drive $ �'
} 57.71
Ditch....._ .. i ,...
1 , t /� Trailhead Lane `—
I% 2• i 37•4q j
Ditch
W64 / i CLOOe Lin, i
,ti
CD
Trailwood Benchmark ® 1~� 41, �1 rah
_ \ \ `',L. silt
Drive
Slabilhed Fence `
60' R/W Lon.trrctlon b1 ,` RGD �' jJ'
Rebcate ex. ditch / t1 1 Y F 1 Y/}
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Stormwater Narrative
1. General Information
a. Name of Project
Trailwoods, Section lv
b. Street Address, City, County
Lee Rodgers Road near Hubert, NC
c. Acres in Tract
3.97 Acres in tract
d. Acres Being Disturbed
2.9 Acres to be disturbed
e. Acres in Wetlands
0.1 Acres of wetlands
f. Ownership Information from NC Secretary of State Web Site
JE McCotter Land Company
g. Description of Development proposal
Residential Subdivision
1. Previous or Existing Permits.
NIA
2. Tax parcel ID Number
Parcel # 1306.32
h. Pre-1988 Built Upon Area, If Applicable
NIA
L Discuss Phasing of the Project & Stormwater Facilities When Applicable
NIA
j. Discuss Proposed Waste Water Treatment & Water Supply
Water service provided by ONWASA sewer to be permitted through
Onslow County Health Department by individual septic systems
k. Identify Historic Sites & Projects Being Funded With Public Monies
NIA
L Disclose Any/All Non -Compliance Issues with DENR Agencies
N/A
Wit: WED
OCT 3 0 2012

2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number for All water
Bodies On or Adjacent To The Project or Closest to The Project Area
White Oak River Basin,
SA;HQW
UT to Queens Creek
b. Identify Whether the Stormwater Design is High Density or Low Density,
Commercial or Residential, State Stormwater or NPDES Phase II, Address
Vested Rights When Applicable; Identify Pockets of High Density
Low Density Residential Subdivision
Onsite
c. Proposed Total % Impervious Surface
12% BUA
d. Number of Proposed Treatment Measures, Type(s) of Collection System
NIA
e. Will All Built Upon Area Be Collected
No
f. Identify Whether or Not the Project Has Buffer Requirements & Whether
or Not Development Is Proposed Within A Buffer
No buffer requirements
g. Discuss Coastal Management Areas of Environmental Concern When
Applicable
NIA
h. Disclose Whether orNot Off -Site Runoff Is Coming Onto The Site or Into
The Proposed BMP
NIA
i. Discuss Whether Road Construction Across Other Property Is Necessary
To Access This Project
No roadway improvements are proposed at this time
j. If An On -Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates, Seasonal High Water Table, etc., and Include Date Of
Site Evaluation (This Is Required For Infiltration Projects).
N/A
k. Is The Department of Transportation Requiring The Construction Of A
Turn Lane Or Road Widening Associated With The Project
Not at this time
L Is this site within %z mile and draining to class SA waters?
Yes, we do not propose any new locations for point discharge
c I .AMP.Tmf1woods1V.SWNaR. RegforExpRev.10.29.12

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