SW8080822_HISTORICAL FILE_20131122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OR O 8 22
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0W3 i ► 22
YYYYMMDD

MEMORY TRANSMISSION REPORT
TIME :11-22-2013 12:11
FAX NO.1
NAME
FILE NO. 702
DATE 22 12:09
TO 937 041
DOCUMENT PAGES 2
START TIME 11.22 2:10
END TIME 11.22 2:11
PAGES SENT 2• 2
STATUS OK
"'SUCCESSFUL TX NOTICE"'
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[27 Caralnal Oelve r.ucnrk.n. WllminH[on. NC 38d03 � (9[O)'19G-'12[3 � M Rpusl OppoMnity AtU�nn.iw Actle.. employe.'

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor
FAX COVER SHEET John E Skvarla III, Secretary
Date:
To:
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From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME
FAX NO.1
NAME
FILE NO. 701
DATE 11.22 12:09
TO a 912527537220
DOCUMENT PAGES
START TIME 11.22\12:09
END TIME 2 12:10
PAGES SENT 2
STATUS OK
"'SUCCESSFUL TX NOTICE"'
11-22-2013 12:10
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarla II/, Secretary
Date: /�/0
To: 6%ia//P S L/D Y///
Co:ci/�i�o'
Fax:
Re
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

Nelson, Christine
From: Christopher A. Mooring [[e-mail]]
Sent: Thursday, November 21, 2013 1:32 PM
To: Russell, Janet; Nelson, Christine, Miller, Carol
Cc: Charles Joyner Jr.
Subject: RE: Navassa Community Center
Just wanted to give everyone a heads up. Joe McKemey, engineer in our office, is meeting with Rhonda Hall this
afternoon for an express permit. He will be hand -delivering both packages to your office and attention. Please let me
know if you do not receive. Thanks.
From: Christopher A. Mooring [mailto:cam (almcdavid-inc.com]
Sent: Thursday, November 21, 2013 7:43 AM
To: 'Russell, Janet'; 'Nelson, Christine'; Carol Miller
Cc: Charles Joyner Jr.
Subject: RE: Navassa Community Center
Thank you for your assistance in this process. I have mailed out the plan revisions this morning.
Chris A. Mooring, El
McDavid Associates, Inc.
252-753-2139(Phone)
252-714-1943 (Mobile)
From: Russell, Janet[ma ilto:janet. russell(a)ncdenr.gov]
Sent: Tuesday, November 19, 2013 2:38 PM
To: Nelson, Christine; cam(&mcdavid-inc.com
Subject: RE: Navassa Community Center
Please don't forget to mark everything with the reviewer's name and EXPRESS PROJECT on the outside of the envelope.
Thanks,
Janet
From: Nelson, Christine
Sent: Tuesday, November 19, 2013 2:36 PM
To: cam(almcdavid-inc.com
Cc: Russell, Janet
Subject: Navassa Community Center
Chris,
I've had the opportunity to look through the plan revision submittal for the stormwater permit for the Navassa
Community Center (SW8 080822). 1 don't need anything else other than 2 copies of the revised plan sheet we discussed
in the meeting last week. I understand you are working with Carol to get plans revised to address a few issues with the
erosion control side of things. Please don't forget to send me the copies of the updated plan sheet and a third set of
plans if you wish to receive an approved set.
Thanks,
Christine
"" Please note the new direct phone number "
Christine Nelson

MCDAVID ASSOCIATES, INC.
INC.-- Engineers • Planners • Land Surveyors
.. CORPORATEOFFICE - GOLDSBOROOFFICE
[phone]• Fax[phone] [phone]• Fax[phone]
E-mail: mai@mcdavid-inccom E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
November 21, 2013
Christine Nelson
NC DENR
Division of Energy, Mineral, and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Plan Sheet Revisions - SW Management Permit
Navassa Community Center
2010 CDBG ER Program
Town of Navassa
Dear Mrs. Nelson:
Oil behalf of the Town of Navassa, we would like to thank you for the Express review and
comments at the previous meeting. Per the November 14' meeting, the future BUA for the project site
has been identified and accounted for in the plans. Please find enclosed the following items to update
and complete the previously provided submittal package.
24" x 36" Plan Sheet Revisions
a. Please replace the previously submitted plan sheets with the corresponding revised
plan sheets.
b. Two (2) each Excerpts - Plan Sheets 1, 2, 6, and 9 from "NAVASSA COMMUNITY
CENTER", dated August 20, 2013 [MAI N-633 Blue]
c. Please note that Sheet 6 contains an updated summary chart with the future BUA
identified.
2. 24" x 36" Plan Set for Approval
a. One (1) each sealed - 24" x 36" Plan Set consisting of Plan Sheets 1-9 from
"NAVASSA COMMUNITY CENTER", dated August 20, 2013 [MAI N-633 Blue]
b. Please stamp and return to our office once approved.
Request your review, approval and permitting at your earliest convenience. Thanks again.
Sincerely, I�.FFI V E
McDavid Associates, Inc. NOY 2 2W
n' 5 it -------
Chris Chris A. Mooring, El
Farmville Office
CAM/cam
D805CAM 13 1 7:39 AM
Navassa-CD13G-ComCenter-DENR-REQ-STORMWATER-PER-LTR-131121-OOI.wpd 131121

MCDAVID ASSOCIATES, INC.
INC. V Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone]• Fat(252) 753-7220 [phone]• Fax[phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
November 14, 2013
Christine Nelson
NC Department of Environmental and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Stormwater Management Permit Revision
Navassa Community Center
2010 CDBG ER Program
Town ofNavassa
Dear Mrs. Nelson:
On behalf of the Town ofNavassa, the referenced project is being submitted in support of request
for a plan revision to original Stormwater Management Permit # SW8 080822 through the Express
Permitting Option. Please find enclosed the following items listed below for your review and approval.
Two (2) each - Stormwater Management Permit Plan Revision Application Form as executed
by the Town.
2. Two (2) each sealed - 24"06" Plan Set consisting of Plan Sheets 1-10 from "NAVASSA
COMMUNITY CENTER", dated August 20, 2013 [MAI N-633 Blue]
Town Check No. in the amount of $500.00 for the Express Option review fee.
Request your review, approval and permitting at your earliest convenience.
CAM/cam
cc: Mike Barnette
Eulis A. Willis (Mayor)
Sincerely,
McDavid Associates, Inc.
Chris A. Mooring, EI
Farmville Office
EGEIVE
Nov 14 2013
BY: --------
D805CAM 13 1 8:48 AM
Navassa-CDBG-ComCenter-DENR-REQ-STORM WATER-PER-LTR-131113-001.wpd 131113

Navassa Community Center
2010 CDBG ER Program RerC�t\prt-E
Town of Navassa (Brunswick Co) �vv.....tE VV
NOV 14 2013
STORMWATER MANAGEMENT NARRATIVE
BY-
Project Description
The project site was originally permitted by NCDENR in August 2008 under permit # SW8-
080822. At that time, the project scope and permit identified the proposed construction as a multi-
purpose Community Building. The original permit was developed under the Lena Springs development
Stormwater Permit # SW8-011121. Stormwater runoff for the project site was designed to be routed to
a wet detention pond (WB#1) within the Lena Springs development. The detention pond is required to
be operated and maintained by the Lena Springs, LLC under the terms and conditions of permit SW8-
011121. The runoff for the project site was approved to be discharged into the Lena Springs pond under
permit # SW8-011121. The Town was unable to proceed with the development of the multi -purpose
community building and project scope since the original submission.
Town of Navassa is a small municipality within Brunswick County, North Carolina. Now, Town of
Navassa has revised the original project scope and desires to expand its community facilities by
developing a Navassa Community Center. The Town shall be submitting a plan revision request to
NCDENR for Stormwater permit # SW8-080822. The Navassa Community Center will utilize allocated
funds from the federal Community Development Block Grant Program (CDBG) to construct the project.
The proposed site is approximately 3.66 acres located within the Town of Navassa, off of NCSR 1434-
Main Street and located within the R-10 Town Zoning area. The site is currently cultivated with
outlaying wooded areas, maintained to dense vegetation/grass, and small/shallow roadside ditches.
The community center must be designed and constructed within the allotted built -upon area
(BUA) specified in the permit requirements. The built -upon area allotted by permit # SW8-011121 for
the project is 38,099 square feet. The proposed design shall consist of a total built -upon area of
37,496.8 square feet. The site shall consist of a new Navassa Community Center with associated forty-
nine (49) proposed parking stalls, two (2) entrance drives, sidewalk, underground utilities, etc. The site
layout will consist of slight earthwork/grading in order to prepare the structure foundation and parking
area for designed elevations and improved drainage.
Stormater management of the site shall primarily utilize BMPs such as storm drainage piping for
water quality management and stormwater treatment. The site is located in the Cape Fear River Basin.
The BMPs for the site shall be designed to handle the 10-year, 24 hour event. The piping system shall
collect direct stormwater runoff to one drop structure which will ultimately discharge into a
downstream open channel that connects to the Lena Springs Swale network and detention pond. The
piping system shall be constructed of 18" corrugated metal pipe (CMP) and drop inlet structures that
route under the proposed driveways and existing Forest Hill Drive. The system should provide sufficient
capacity and management of discharge velocities. Various stabilization and protection
devices/measures will be used to control the runoff flow and velocities through the BMPs as well as
prevent any scouring of downstream outlet.
w:\d10xx_gen\d101x excel\d3012_gen_excel\cam\navassa\cdbg- senior center dev\300-regu1atory\denr-dwq--sw permit\navassa-
cdbg-sto rmwate r- project narrative-l.docx 1 11/7/201310:19 AM

Navassa Community Center
2010 CDBG ER Program
Town of Navassa (Brunswick Co)
Stormwater Plan Develooment
Existine (ore-develoomentl Conditions Proposed fnost develoomentl Conditions
Site: 3.66 acres
Site: 3.66 acres
Conditions: slightly wooded, undeveloped
7,591.1 sf Community Center & 29,905.1 sf
parking lot, etc. (24.0 % BUA)
Zoning: R-10
Zoning: R-10
(Moderate Density Single Family Residential)
(Moderate Density single Family Residential)
Site discharges to Mill Creek Watershed
Site discharges to Mill Creek Watershed
(Drains to Cape Fear River Basin)
(Drains to Cape Fear River Basin)
Site Drainage to 18" CPP under Forest Hill
Replace 18" CPP with (2) 18" CMP under
Drive
street to drop inlet and 18" CMP
No existing Stormwater management
18" CMP network for water management
currently
draining to drop inlet and downstream
channel
Hydrologic Soils: Ma (Mandarin -fine sand)
Hydrologic Soils: Ma (Mandarin -fine sand)
GoA (Goldsboro -fine sandy loam)
GoA (Goldsboro -fine sandy loam)
General Site Information
1. Hydrologic Soils (per USDA Natural Resources Conservation Service) --- Mandarin (Ma) fine sand in B/D
slope classes and Goldsboro (GoA) fine sandy loam in class B. Mandarin soils are classified as
somewhat poorly drained with moderate permeability rates. Goldsboro soils are classified as
moderately well drained with moderate permeability rates.
2. Impervious Areas for the Site --- See Plan Sheet 6
3. Surface Stabilization --- Vegetation, seeding and compost socks will be employed as means of
properly stabilizing the site temporarily and permanently. The plans identify and specify the
necessary measures required.
BMP Structures
1. Storm Sewer Pipe
New 18" CMP storm sewer drainage pipe throughout property, underneath entrance
drives and crossing Forest Hill Drive will be installed to control point of discharge and
flow. Pipe system will collect the runoff produced from grassed areas and directly from
surface. Designed with an outlet stabilization structure to reduce outfall velocity to
downstream discharge.
w:\d10xx—gen\d101s_excel\d1012_gen_excel\cam\navassa\cdbg- senior center dev\300-regu1atory\denr-dwq--sw permit\navassa-
cdbg-stormwater-project narrative-S.doot 2 11/7/2013 10:19 AM

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Old Mill Rd No
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Soil Map —Brunswick County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
®
Spoil Area
The soil surveys that comprise your AC I were mapped at 1:24,000.
Area of Interest(AOI)
Q
Stony Spot
Warning: Soil Map may not be valid at this scale.
Soils
Q
Soil Map Unit Polygons
w
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting
p
Other
soils that could have been shown at a more detailed scale.
13
Soil Map Unit Points
�
Special Line Features
Special
Point Features
Please rely on the bar style on each map sheet for map
(e�
Blowout
Water Features
measurements.
IStreams
and Canals
®
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsuNey.nres.usda.gov
Clay Spot
t-tr
Rails
Coordinate System: Web Mercator (EPSG:3857)
0
Closed Depression
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
Routes
projection, which preserves direction and shape but distorts
y
US
distance and area. A projection that preserves area, such as the
A.
Gravelly Spot
N
Major Roads
Albers equal-area conic projection, should be used if more accurate
®
Landfill
Calculations of distance or area are required.
a
Local Roads
A.
Lava Flow
This product is generated from the USDA-NRCS certified data as of
Background
g
the version date(s) listed below.
ILr
Marsh or swamp
®
Aerial Photography
Soil Survey Area: Brunswick County, North Carolina
$`
Mine or Quarry
Survey Area Data: Version 14, Jun 15, 2012
®
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
O
Perennial Water
Or larger.
y
Rock Outcrop
Date(s) aerial images were photographed: Mar 7, 2010—Apr 3,
2011
+
Saline Spot
The orthophoto or other base map on which the soil lines were
..
Sandy Spot
compiled and digitized probably differs from the background
g
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
C
Sinkhole
Slide or Slip
fir
Sodic Spot
It
tWx Natural Resources Web Soil Survey 8/23/2013
�G Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Brunswick County, North Carolina
Map Unit Legend
Brunswick County, North Carolina (NC019)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BaB
Baymeade fine sand, 1 to 6
percent slopes
0.8
4.5%
GoA
Goldsboro fine sandy loam, 0 to
2 percent slopes
3.2
18.3%
Lo
Leon fine sand
0.1
0.5%
Ma
Mandarin fine sand
13.2
76.7%
Totals for Area of Interest
17.3
100.0%
mpg Natural Resources Web Soil Survey 8/23/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description: Mandarin fine sand —Brunswick County, North Carolina
Brunswick County, North Carolina
Ma —Mandarin fine sand
Map Unit Setting
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Map Unit Composition
Mandarin and similar soils: 80 percent
Minor components: 5 percent
Description of Mandarin
Setting
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material., Sandy fluviomarine deposits and/or eolian sands
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 18 to 42 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity., Low (about 4.7 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 6s
Hydrologic Soil Group: B/D
Typical profile
0 to 3 inches: Sand
3 to 27 inches: Sand
27 to 49 inches: Sand
49 to 60 inches: Sand
60 to 80 inches: Sand
Minor Components
Leon
Percent of map unit: 3 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
U Natural Resources Web Soil Survey 8/232013
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Mandarin fine sand —Brunswick County, North Carolina
Murville, undrained
Percent of map unit., 2 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Data Source Information
Soil Survey Area: Brunswick County, North Carolina
Survey Area Data: Version 14, Jun 15, 2012
usDA Natural Resources Web Soil Survey M312013
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Goldsboro fine sandy loam, 0 to 2 percent slopes —Brunswick County,
North Carolina
Brunswick County, North Carolina
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 20 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Map Unit Composition
Goldsboro and similar soils: 90 percent
Minor components: 5 percent
Description of Goldsboro
Setting
Landform: Broad interstream divides on marine terraces, flats on
marine terraces
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 Whir)
Depth to water table: About 24 to 36 inches
Frequency of flooding. None
Frequency ofponding: None
Available water capacity: Moderate (about 8.1 inches)
Interpretive groups
Farmland classification: All areas are prime farmland
Land capability (nonirrigated): 2w
Hydrologic Soil Group: B
Typical profile
0 to 7 inches: Fine sandy loam
7 to 13 inches: Fine sandy loam
13 to 40 inches: Sandy clay loam
40 to 80 inches: Sandy clay loam
Minor Components
Rains, undrained
Percent of map unit: 3 percent
Landform: Flats on marine terraces, Carolina bays on marine
terraces, broad interstream divides on marine terraces
Landform position (two-dimensional): Summit
USpp Natural Resources Web Soil Survey a12312013
i� Conservation Service National Cooperative Soil Survey Page i of 2

Map Unit Description: Goldsboro fine sandy loam, 0 to 2 percent slopes —Brunswick County,
North Carolina
Down -slope shape: Linear
Across -slope shape: Linear
Woodington, undrained
Percent of map unit: 2 percent
Landform: Flats on marine terraces, depressions on marine terraces,
broad interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Data Source Information
Soil Survey Area: Brunswick County, North Carolina
Survey Area Data: Version 14, Jun 15, 2012
USDA Natural Resources Web Soil Survey 823/2013
220 Conservation Service National Cooperative Soil Survey Page 2 of 2

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Cape Fear River Basin
Name
Index Number Classification Class Date
Description Special Designation
Squash Branch 18-76-1-4 C;Sw 04/01/59
From source to Greenfield Lake, Greenfield Creek
Brunswick River
18-77
SC
08/09/81
From source to Cape Fear River
Little White Oak Creek
18-7-7
C
09/01/74
From source to Harris Lake, Buckhorn Cr.
Sturgeon Creek
18-77-1
C;Sw
04/01/59
From source to Burnswick River
Mill Creek
18-77-1-1
C;Sw
04/01/59
From source to Sturgeon Creek
Rowell Branch
18-77-1-1-1
C;Sw
04/01/59
From source to Mill Creek
Banton Branch
18-77-1-1-2
C;Sw
04/01/59
From source to Mill Creek
Redmond Creek 18-77-2 SC;Sw 04/01/59
• From source to Brunswick River
Jackeys Creek 18-77-3 C;Sw 04/01/59
From source to Brunswick River
Piney Branch
From source to lackeys Creek
Mallory Creek
From source to Cape Fear River
18-77-3-1
18-78
C;Sw
C;Sw
04/01/59
04/01/59
Big Branch
18-7-8
C
04/01/59
From source to Harris Lake, Buckhorn Cr.
Little Mallory Creek (Beaverdam Branch)
18-78-1
C;Sw
04/01/59
From source to Mallory Creek
Thomas Creek
18-7-9
C
09/01/74
From source to Harris Lake, Buckhorn Cr.
Fall Creek
18-8
C
07/01/73
From source to Cape Fear River
Barnards Creek 18-80 C;Sw 04/01/59
• From source to Cape Fear River
Wednesday, February 08, 2012 Based on Classifications as of 20120208 Page 88 of 98

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O 8 1.1 O � 1 2-� For DENR Use ONLYr, q
1.-J Review: G 1 v tl'' �. 1� \
North Carolina Department of Environment and Submit:
ATA_-��
Natural Resources
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(a)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(�ncdenrgov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235.2107 or patrick.grogan(dncdenrgov
• Washington Region -Lyn Hardison 252.948.3842 or lvn.hardisonGilncdenr.gov
• Wilmington Region -Janet Russell 910-796.7302 orianet.russeo_ncdenrgov
• Wilmington Region -Cameron Weaver 910.796-7303 or cameron.weaverfp ncdenrgov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: NAVASSA COMMUNITY CENTER County: BRUNSWICK
Applicant: EULIS A. WILLIS (MAYOR) Company: TOWN OF NAVASSA
Address: 334 MAIN STREET City: NAVASSA, State: NC Zip: 28451.7630
Phone: [phone] Fax: [phone] Email: major@townofnavassa om
SW
SW
SW _
NPDES _
NPDES _
WO _
WO _
E&S _
E&S _
Other
Physical Location:337 MAIN STREET, NAVASSA, NC 28451
Project Drains into MILL CREEK waters — Water classification C SW (for classification see- http://portal.ncdenr.org/web/wq/psicsu/classifications)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within %2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: CHRIS MOORING/ CHARLES JOYNER Company: MCDAVID ASSOCIATES, INC.
Address: 3714 NORTH MAIN STREET City: FARMVILLE, Stale: NC Zip: 27828-1499
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE NOV ' Z 2013 1
$_ #_JOBS 5
SECTION ONE: REQUESTING A SCORING MEETING ONLY sy.'
❑ Scoping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER: _ 0C ii p
SECTION TWO: CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING (
�`// —
❑ 401 Unit ❑ Stream Origin Determination: _ It of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ® Off -site [SW 8080822 (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide peenit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 4_0 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DENR use only
Fee Split for multiple permits: (Check# 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS October 2013

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mta coea Ea Mc WD ASSOCIATES. INC.
I vm. COMMUNILY CEN R
AVASSA
TOWN OF N:.°� e,,

For DEN Use ONLY
Review: G�
��A North Carolina Department of Environment and
Submit: c�
j/�•1 Natural Resources
Time: 0 30
NCDENR Request for Express Permit Review
Confirm: 2
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map
(same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.2964698;alison.davidson((Dncdenr.eov
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(aDncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235.2107 or patrick.grogan(glncdenrqoy
• Washington Region -Lyn Hardison 252.948.3842 or hm.hardison(aancdenroov
• Wilmington Region -Janet Russell 910-796-7302 or ianet.russell(dncdenrpov
• Wilmington Region -Cameron Weaver 910.796.7303orcameron.weaver(dricdenr.aov
NOTE: Project application received alter 12 noon will be stamped in the following work day.
Project Name: NAVASSA COMMUNITY CENTER County: BRUNSWICK
Applicant: EULIS A. WILLIS (MAYOR) Company: TOWN OF NAVASSA
Address: 334 MAIN STREET City: NAVASSA, State: NC Zip: 28451-7630
Phone [phone] Fax: [phone] Email major@townofnavassa org
SW
SW
SW _
NPDES _
NPDES
WQ _
WQ _
E&S _
E&S _
Other
Physical Location:337 MAIN STREET, NAVASSA, NC 28451
Project Drains into MILL CREEK waters — Water classification C SW (for classification see- http://portal.ncdenr.orqlweb/wq/ps/csu/classifications)
Project Located in CAPE FEAR River Basin. Is project draining to class ORIN waters? N, within''/f mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: CHRIS MOORING/ CHARLES JOYNER Company: MCDAVID ASSOCIATES, INC.
Address: 3714 NORTH MAIN STREET City: FARMVILLE, State: NC Zip: 27828-1499 (?, T= Q ` V Er
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE OCT 2 k 2013
$_ #_JOBS
RE SECTION ONE: QUESTING A SCORING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ /
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 marking the areas in questions
❑ Intermittent/Perennial Determination: _ it of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
SEl tale Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 4_0 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check# ) Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
I
$
401:
$
LGS
I
$
Stream Deter,_
$
NCDENRR ETPPRESS Octobet AV — )a 707 � 1 /C,e
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Navassa Community Center
2010 CDBG ER Program
Town of Navassa (Brunswick Co)
PROJECT NARRATIVE
Project Description
Town of Navassa is a small municipality within Brunswick County, North Carolina. Town of
Navassa is in the process of expanding its community facilities by developing a Community Center. The
purpose of the project is to continue meeting the needs and expanding economic opportunities to a
growing community. The Navassa Community Center will utilize allocated funds from the federal
Community Development Block Grant Program (CDBG) to construct the project. The site shall consist of
a new Navassa Community Center with associated parking lot, entrance drives, utilities, etc. The
proposed site is approximately 3.66 acres located within the Town of Navassa, off of NCSR 1434-Main
Street (see Vicinity Map).
The site is located in the Cape Fear River Basin. The proposed site is currently cultivated with
outlaying wooded areas, maintained to dense vegetation/grass, and small/shallow roadside ditches.
The site does not contain any Jurisdictional Tributaries located within the project area. The site has
been reviewed by the Division of Coastal Management (DCM) for site determination. DCM has no
concerns with site/project as area is located outside of all Areas of Environmental Concern and requires
no CAMA permit. The site consists of flat longitudinal topography with slopes generally zero (0) to two
(2) percent. The site appears to show no evidence of any significant erosion under present site
conditions/coverage. The site naturally drains in three paths: (1) to the small roadside ditches along
property frontage, (2) to pipe culvert under Forest Hill Drive, and (3) to the rear property line where
runoff is eventually captured in the adjacent neighborhood storm drainage system.
The underlying soil within the project site is identified by the United States Department of
Agriculture (USDA) Natural Resources Conservation Service as Mandarin (Ma) fine sand in B and D slope
classes and Goldsboro (GoA) fine sandy loam in class B. Mandarin soils are classified as somewhat
poorly drained with moderate permeability rates. Goldsboro soils are classified as moderately well
drained with moderate permeability rates. The fine to sandy loam soil appears to range in color from
dark to light gray. Mandarin soils have erodibility (K) value of 0.20 for depths 0" — 20", which means the
soils are moderately susceptible to erosion. Goldsboro soils have erodibility (K) value of 0.20 for depths
0" —15" and a K value of 0.24 for depths 15" — 45", which means the soils are moderately susceptible to
erosion.
The site work will involve approximately 3.50 acres of total land disturbance in order to
construction the Community Center and minimize land disturbance. Prior to construction, the proper
erosion and sedimentation control measures will need to be installed and established in order to
prevent erosion and minimize sediment from leaving the site. The sequence for installing and
maintaining the erosion control measures are to be outlined within the "Erosion and Sedimentation
Control Plan".
Adjacent Property
Adjacent property to the southwest and west consists of dense woods and residential
properties. Trees will remain to serve as a buffer on the southwestern property line adjacent to the
residential properties. Shrubbery shall be considered along the top of constructed berm adjacent to
residential property for added vegetation and landscaping appeal.
w:\d10"_gen\d101x_excel\d1012_gen excel\cam\navassa\cdbg- senior center dev\300-regu1atory\denr-d1q--e&s control
permit\navassa-cdbg-ncdenr-esc-project narrative.docc 1 10/24/20138:28 AM

Navassa Community Center
2010 CDBG ER Program
Town of Navassa (Brunswick Co)
Erosion and Sedimentation Control
1. Temporary Gravel Construction Entrance/Exit
• First measure to be installed in an effort to wash any mud or sediment from
construction equipment prior to exiting site.
• The measure will be installed at the site entrance along Forest Hill Drive.
2. Tree Preservation and Protection
• A section of trees located along the upper southwest and west property lines of the site
will be left undisturbed from clearing activities. No measures will be installed.
3. Land Grading
• Grading will be required on the approximately 3.66 acre site. The low lying area that
appears to be holding water will be shaped and a berm created to improve drainage
conditions of the site. Slight earthwork will be required in order to prepare the
structure foundation and parking area for designed elevations and improved drainage.
The existing roadside ditches will be cleaned out (slightly excavated) for improving the
drainage.
• New grass lined swale and berm will be an initial installed as a control measure and
permanent structure.
4. Surface Stabilization
• Vegetation, seeding, rip -rap and rolled erosion control products will be employed as
means of properly stabilizing the site temporarily and permanently. The plans identify
and specify the necessary measures required.
5. Grass -Lined Channels
• New vegetative channel and swale will be installed to improve drainage in several areas
throughout the site. Channel and swale will be lined with grass and straw -net and/or
matting (as necessary) as shown on plans. The swales will be constructed to convey
rainfall to outfalls.
• Should any of the disturbed areas adjoining the swales not be stabilized at the time the
swales are vegetated, a silt fence and/or rolled erosion product will be installed along
channel to prevent siltation.
6. Silt Fence and/or Rolled Erosion Control Products
• Measure will be constructed along the southern property line and adjacent to existing
roadside drainage ditches.
• Measure is to be utilized to prevent sediment from entering existing channels and
culverts.
• Measure is to be proper maintained and repaired throughout the construction process._
7. Gravel Check Dams
• Measure be as a temporary structure in developed -lined swales to
will utilized grass
reduce erosion and runoff velocities.
N
• Measure will be constructed at all exit point of new swales to prevent erosion and
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sediment from leaving the site.
8. Inlet Protection and Outlet Stabilization
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• Outlet - A rip -rap apron will be constructed on proposed CMP outlet pipe located at the
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eastern property boundary to prevent scour and disperse runoff.
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• Inlet - A rip -rap dam or rolled erosion control product will be constructed at proposed
CMP culvert pipes located along Forest Hill Dr to prevent sediment from entering and/or
dispersing prior to stabilization of site areas. A gravel drop inlet devices will be
constructed to protect the drop inlets and prevent removal of sediment.
w:\d10xx_gen\d101x excel\d1012_gen_exce1\cam\navassa\cdbg- senior center dev\300-regu1atory\denr-d1q--e&s control
permit\navassa-cdbg-ncdenr-esc-project narrative.docx 2 10/24/20138:28 AM

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