20140843 Ver 1_Storm -EZ vl.4 060914 Jule Noland Dr_20141201

Strickland, Bev
From: Devane, Boyd
Sent: Monday, December 01, 2014 4:58 PM
To: Strickland, Bev
Subject: FW: Jule Noland Drive project #14 -0863
Attachments: Storm -EZ vl.4 060914 Jule Noland Drive.xls
Please file this memo I received from the applicant.
From: Wanda Austin [ mai Ito: wandajoyceaustin(a)gmail.com]
Sent: Saturday, November 29, 2014 9:26 AM
To: Devane, Boyd
Subject: Re: Jule Noland Drive project
Good morning again. I found the spread sheet Storm EZ and started completing. Please review tab 2. It says I
have 9% impervious. I'm not sure I am completing the form correctly.
On Sat, Nov 29, 2014 at 8:12 AM, Wanda Austin <wandajoyceaustinggmail.com> wrote:
Good morning. I am in the drafting a new storm water plan and have estimated the impervious area to be 36%
for the planned site. This does not include the 0.7 acre outparcel that will be available for sale. The outparcel
would increase the total developed impervious area to 40% (assuming 0.5 acreas would be impervious). What
is the cutoff between low density and high density? Thanks for your assistance.
On Fri, Nov 7, 2014 at 3:47 PM, Devane, Boyd <boyd.devanegncdenr.gov> wrote:
When I received your email on 10/26/14 telling me about your plans to use a Stormtech system at the Jule
Noland Drive project, I thought you had received our October 13th letter asking for additional information and
had submitted another version. I told you I would look at your submittal as soon as possible. I thought that an
updated version of the plan had been submitted to my office for me to review. However, when I had a chance
to review the package, I realized that our staff had sent me another copy of the same package we received on
August 8 t that I had reviewed. The plan deficiencies was the reason for the October 13th "Request for
Additional Information." Did you want to talk tome about the project before you submitted the" additional
information" that the Karen Higgins October 13th letter requested? If so, I did not understand that and I will be
very glad to talk to you at any time. Please call me at 919- 807 -6373 at my office or if I'm not in, call (or
text) me on my personal cell phone at 919 - 931 -8631. I understand that you are employed by DOT during the
day so don't hesitate to call me on my cell when I don't answer my office phone. Nights or weekends will also
be fine. I don't want the project to fall behind schedule because of any miscommunications.
If you wanted to ask about using a Stormtech system, we certainly will consider those. However, we could not
tell from the "Storm Water Plan" sheet that we received on August 8th if you plan to use them as a detention
system or an infiltration system. We did not receive any stormwater calculations with the package you
submitted in August. Did we miss that or will that be coming later? As soon as I learn what type of BMP you
plan to use, I can help you more.

Thanks, Boyd

Noland Drive e /e
NiomouurU��,�
Waynesville, NC HAYWOOD County
Wanda H. Austin, Wanda H. Austin Engineering �NCDENR
Type of application: 1 New Permit
Only complete application packages will be accepted and reviewed. A complete package includes all of the items in the
checklist below. Add any comments, and indicate the page or plan sheet number where the following information can be found.
Please indicate that you have provided the following required information by initialing in the space provided next to each item.
Item
Notes / Comments Initials
1 Original and one copy of this application form (all worksheets) and the permit
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on
the link below for information and fee schedule. Contact the appropriate
regional office Express Review Coordinator to schedule the required pre -
nnnliratinn mPPtinn
Click here for Express Permitting info
2 A USGS map identifying the site location. If the receiving stream is reported
as class SA or the receiving stream drains to and is within 1/2 mile of SA
waters, then include the 1/2 mile radius on the map.
3 A copy of the most current property deed.
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
5 Two sets of sealed, signed, & dated full -sized plans of the entire site at a
readable scale, including:
a. Project name, engineer and firm, revision number and dates.
b. Location map with street names and SR numbers, legend, north arrow,
scale.
c. Dimensioned property /project boundary with bearings & distances.
d. The boundaries of all surface waters, regulatory flood zones, and
protected riparian buffers or a note on the plans that none exist.
e. The boundaries of all vegetated or protected riparian buffers.
f. Site layout showing all built -upon areas, drainage features, stormwater
collection systems (inlets, outlets, swales, pipe elevations, slopes and
diameters), and SCMs at ultimate build -out.
g. Existing contours, proposed contours, spot elevations, and finished floor
elevations.
h. Existing drainage (including off - site), drainage easements, pipe sizes,
runoff calculations.
i. Drainage area boundaries (included in the main set of plans, not as a
separate document).
j. Existing and proposed maintenance access routes, utility easements,
drainage easements, public rights -of -way etc.
k. A construction sequence that shows how the SCMs will be protected
from sediment until the entire drainage area is stabilized.
6 Two sets of sealed, signed, & dated full -sized plan details of each SCM (or
typical if appropriate) in both plan view and cross - section at a scale of 1" _
30' or larger, including:
a. Dimensions, side slopes, length to width ratios and elevations with a
benchmark for clean -out if appropriate.
b. All applicable conveyance devices, including: bypass structure,
pretreatment area, flow distribution device, underdrains, outlet device,
outlet dissipater and level spreader.
c. A table of elevations, incremental volumes and accumulated volumes (if
applicable).
d. Specifications for applicable materials, such as planting media,
aggregate, sod, underdrains, outlet devices, etc.
STORM -EZ 12/2/2014
Version 1.4 Application Page 1 of 4

7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a
scale of 1" = 20' or larger, as applicable, including:
a. The locations of each species and a planting detail.
b. A table summarizing the size, spacing and total quantity of each plant
species that should be used.
c. The source nursery for the plants.
d. A one -time fertilizer specification to establish plants if necessary.
8 A soils report based on field evaluation indicating the SHWT elevations
within the footprints of the proposed SCM(s). Provide a map of the boring
locations with the existing elevations and boring logs. For infiltration SCMs,
the report shall include the soil type, infiltration rate and method for
determining the infiltration rate. Soils information shall be signed and sealed
9 A copy of the signed and notarized operation and maintenance (O & M)
agreement.
10 A copy of the proposed deed restrictions protecting the SCMs and limiting
the built -upon area so that it does not exceed the capacity of the SCM(s) or
the high density threshold (as applicable).
NCDENR Deed Restriction Forms
11 For corporations and limited liability corporations (LLC): Documentation from
the NC Secretary of State or other official documentation, which supports the
titles and positions held by the persons listed in the Contact Information
section. The corporation or LLC must be listed as an active corporation in
good standing with the NC Secretary of State, otherwise the application will
hP rPti jrnind
NC Dept. of the Secretary of State
12 A copy of the lease agreement or pending sales agreement if applicable.
STORM -EZ 12/2/2014
Version 1.4 Application Page 2 of 4

Project Name: Jule Noland Drive Date: 30- Nov -14
Project Street Address: 50 Jule Noland Drive Lat: 35.52417
City: Waynesville I Zip: 128786 Long: - 82.98639
Directions to Project: From the intersection of US 19 and US 276, following US 276 towards County: HAYWOOD
(from nearest intersection) Waynesville 0.2 mile. Jule Noland Drive turns to the left. NON - COASTAL
Project Applicant: I Harmon Graham Properties, LLC
(Identify the corporation, organization, property owner, designated
government official, etc. which owns the project.)
Owner / Signing Offical's Name:
Title:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
Status of applicant: I Owner
River Basin: French Broad
Receiving Stream(s): Mauney Cove Branch; Factory Branch
Stream Class(es): B
Surface Water Area (ac): 3.2 Coastal wetland area (ac): 0
Total property area (ac): 9 Total project area (ac): 5.9
Goals /characteristics: NO Volume Matching (LID) NO Drains to an offsite stormwater system
Low Density NO Within 575' of Saltwater ORW
High Density NO Within 5 miles of a public airport
Briefly summarize how the stormwater runoff will be treated:
Status of construction: I Partially Completed
Other permits needed: YES Sedimentation & erosion control NO 404 Permit / 401 Certification
NO CAMA Major Permit YES Isolated Wetlands Permit
NO Threatened & Endangered Species YES NPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the project:
IDWR#14-0843 Jule Noland Drive Phase II
Provide the permit type, number and issue date for any permits that have already been obtained for this project:
and Disturbing Permit HAYWO- 2014 -005
If claiming vested rights, then identify (and attach) the supporting documents and approval dates:
Approval of a site - specific development plan or PUD Approval date:
Valid building permit Issue date:
Other Date:
Not Started
Point of Contact:
Phone number:
STORM -EZ 12/2/2014
Version 1.4 Application Page 3 of 4

(Optional) Additional Contact
Person / Orginization:
Signing Official & Title:
Street address:
City, State, Zip:
Phone number(s):
Email:
(Note: Person /Organization noted above may be contacted for additional project information if
applicant cannot be reached.)
Complete this section if you wish to designate authority to another individual or firm so that they may provide information on your
behalf for this project (such as addressing requests for additional information).
Consultant:
Firm:
Street address:
City, State, Zip:
Phone number(s):
Email:
Wanda H. Austin
Wanda H. Austin Engineering
45 Homespun Road
Sylva, NC 28779
(828) 342 -5079
wandaioyceaustinCaD-gmail.com
I, (the Owner & Applicant listed above), , certify that the information included
on this permit applicant 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 restrictusion and protective covenants will be recorded, and that the proposed project complies
with the requirements of the applicable state stormwater rules and requirements.
Signature:
Date:
I, , a Notary Public for the State of
County of , do hearby 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,
My commission expires
Seal
STORM -EZ 12/2/2014
Version 1.4 Application Page 4 of 4

Jule Noland
Waynesville, NC HAYWOOD County
French Broad River Basin s
o
Project County: HAYWOOD
Project City: Waynesville
Rainfall Source: Asheville Load Data
Loaded Rainfall:
User Defined
Design Storm:
1 -yr, 24 -hr
0.00
Simple Method,
Calculation Method
Post Only
yvilmmum uesign zitorm = i - ror non - coastal, -i. o - ror coastal, i -yr,
24 -hr for SA)
NOTE: Please use SCM Supplement Forms to summarize the stormwater design. The
O &M Agreement can be generated using the O &M tab below.
Total Property Area
5.90
acres
Total Coastal Wetlands Area
0.00
acres
Total Surface Water Area
2.20
acres
Complete the breakdown of impervious area for the project
Basin Information
Entire Site
Receiving Stream name
iney Cove /Factory Br
Stream Class
B
Stream Index Number
0.00
Total Drainage Area
392,040
On -Site Drainage Area (sf)
257,004
Offsite Drainage Area (sf)
0
Proposed Impervious Area (sf)
178,596
% Impervious Area (total)
9%
50 -yr, 24 -hr
Impervious Surface Area
Entire Site
On -Site Buildings /Lots (sf)
12,500
On -Site Streets (sf)
On -Site Parking (sf)
19,000
On -Site Sidewalks (sf)
4,000
Other On -Site (sf)
Future (sf)
Off -site (sf)
Existing BUA (sf)
Total
35,500
Click here to load forms. >>>
Storm Event
Depth
(inches)
First Flush / WQV
0.00
P90
0.00
P95
0.00
2.58
2 -yr, 24 -hr
0.00
10 -yr, 24 -hr
0.00
25 -yr, 24 -hr
0.00
50 -yr, 24 -hr
0.00
r-1 00-yr, 24 -hr
0.00
Hignligntea storm is uesign storm
Total Impervious Area 4.10 acres
Project % impervious area 9%
ALL AREAS ARE IN SQUARE FEET
Use Worksheet Data? I No
Click above to load forms.
< CHECK IMPERVIOUS AREA TOTAL. DOES NOT MATCH CALCULATION
WORKSHEETS
STORM -EZ 12/2/2014
Version 1.4 Project Data Page 1 of 1

Jule Noland Drive
® Waynesville, NC HAYWOOD County
French Broad River Basin NCDENR
Drainage Area # F 1 of 1
Pre - Development Land U
;e:
Area
Additional BUA
HSG
Land -use
CN
sf
acres
%
Has Synthetic
Liner?
D.S.
BMP
98
1
0.00
0.00%
Subtotal:
1 0
0.00
0.00
Note. Enter BUA Draining to
Permeable Pavement Below
User Defined Drainage Areas: Comp.
HSG Description CN Area (sf.)
Subtotal: 0
Existing Permeable Pavement (Infiltration):
SCM # Description
100
Existing Green Roofs:
SCM # Description
150
Pre - Development SCMs:
Area
(ac.) I % Im
0.00%
HSG
Pavement Area
Additional BUA
oil
InfSt atio
n Rate
Gravel
Void Space
G atvel
Depth
Orifice
Dia.
Orifice
Height
o
BUA /o
Has Synthetic
Liner?
D.S.
BMP
(sf)
(sf)
(in /hr)
(%)
(in)
(in)
(in)
0.00
acres
Total Site Area:
0
0.00
acres
Permeable Pavement Infiltration =
0.00 acre - inches =
0
cf
Green Roof ET =
0.00 acre - inches =
0
cf
Post Filtration Discharge =
DSD I PAW
1 and Ilcn Cllmman/-
Dgr Area DS SCM # Notes
(in) (sf) (acres)
0.00
Area laf
From Land Use Tables:
0
0.00
acres
Permeable Pavement + Additional BUA:
0
0.00
acres
Green Roofs :
0
0.00
acres
Preserved Surface Waters & Non - Coastal Wetlands :
0
0.00
acres
Preserved Coastal Wetlands :
0.00 acre - inches =
0.00
acres
Total Site Area:
0
0.00
acres
SCM #
20(
Design Storm Runoff Fate Summary:
WQ Volume
Provided
Drainage Area
Rainfall Volume =
Imp.
Open
(sf)
(sf)
Downstream
SCM
SCM Type
(cf)
HSG
0
0
cf
Disconnected Impervious Surfaces =
0.00 acre - inches =
0
cf
SCM Inffltratfon =
Design Storm Runoff Fate Summary:
Rainfall Volume =
0.00 acre - inches =
0
cf
Runoff Reduction Components:
Natural Infiltration & ET =
0.00 acre - inches =
0
cf
Disconnected Impervious Surfaces =
0.00 acre - inches =
0
cf
SCM Inffltratfon =
0.00 acre - inches =
0
cf
Permeable Pavement Infiltration =
0.00 acre - inches =
0
cf
Green Roof ET =
0.00 acre - inches =
0
cf
Post Filtration Discharge =
0.00 acre - inches =
0
cf
Total Runoff Reduction =
0.00 acre - inches =
0
cf
SCM Treatment:
Treated SCM Outflow =
0.00 acre - inches =
0
cf
Untreated Surface Runoff =
0.00 acre - inches =
0
cf
STORM -EZ 12/2/2014
Version 1.4 Pre - Development Page 1 of 1