NCG160199_COMPLETE FILE - HISTORICAL_20100108

STORMWATER DIVISION CODING SHEET
NCG PERMITS
-------------------
PERMIT NO.
DOC TYPE
,HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ a0 I D o I 0
YYYYM M D D

North
Beverly Eaves Perdue
Governor
Mr. Mark Fortr;r
ir�
r* a
y��y o �p�}JNR
Carolina Department of Environment and
Division of water Quality
Colleen H. Sullins
Director
January 8, 2010
HMC Paving &. Construction Company, Inc.
450 Industrial Park Blvd.
Bryson City, NC 28713
Natural Resources
Dee Freeman
Secretary
Subject: General Permit No. NCG160000
HMC Paving & Construction Company, Inc.
COC NCG160199
Dear Mr. Fortner: Swain County
In accordance with your application for a discharge permit received on November 10,
2009, we are forwarding herewith the subject certificate of coverage to discharge under the subject
state - NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended). -
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Jennifer Jones at
telephone number [phone]
SincaWNAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins
cc: Asheville Regional Office, Rodger Edwards
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phona: 919-807-63001 FAX: [phone] Customer Service. 1-877-623-6748
Internet www.nmaterquality.org
One
North Carol i n a
Natural&

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO NC160000
CERTIFICATE OF COVERAGE No. NCG160199
STORMWATER DISCHARGES
NATIONAL POLLUTANT' DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215. I, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
FIMC Paving & Construction Company, Inc.
is hereby authorized to discharge stormwater and from a facility located at:
HMC Paving
450 Industrial Park Blvd.
Bryson City
Swain County
to receiving waters designated as a UT to Cochran Branch, a class C water in the Little
Tennessee River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG160000 as
attached.
This certificate of coverage shall become effective January 8, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Pennit.
Signed this day January 8, 2010.
ORIGINAL SIGNED BY
KEN PICKLE
for Colcen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

�� �-�_ �� a � tsel•` s"^?�t \ ' � r f ^ ° •. r r J k . f q 3 r J ! � >i J+%i �+ f'`_,..,J F . ' '/T � �
h� \� lJ 1 4.. J �• ii/� r f• /.. 5i
�:L 4 N��rn� \�y � l� G��(.(FiC ti�'ii { t'/'S� r�✓ Y�T•)�� 1l ✓� 1�{�4� -�,1 �r '� '1i �' �'1'�
41A ` v+. to [w ? rr �a /� r _.+.�.�f 1� a` .'>,: ' 1 ,.}�'� f�• S
r a ' � " i 7 � >�3� h� ��t • ��' r1 r! J/',� / i � _ �IJI}� � � � /j / ,, '�� ,z� � � ,..A�1�+g.3�5.�
� !. � � . � I_ (.-•� ` * ,4 .r .Jrf�'a.�l\{_"�^ � . i` \ 1, ` `"_ '_ -'^� �t ��f / �� , n{1>yV`
1 `~� fl��ff ar ;�4 ,.('iJ 7.. l;) 11 \\�='—��--v„a! r'"��`i1r;r�e c �Y ��r�1t�/•�, �
� j � �rI !�1 fir% ��r�\ �.. c c � y �� r� !(♦ ♦ �Oil
�
+= J
f J' l !a 7 r : Y� \ q �♦ .. - ,l •—.. vi J �; e �'IJJ� Yi\
r � � / f "� /' f ', � r ./�J�� +. !s 'r -, � ``�.. .i��\`♦�,� yew rJ j1 .f $ /(.;(cJ, 1k).{2 r+,,
} "vv� 11 S'If � r. � �z r ! ' r 1 J� (.,'/ !'tr 4 y`�.s i r-~��#�`� L��.• "-a =xi�/ A F �;t � 1 f r; j-' �}.i � �J( 1 '� ��1
c � ! r 1 � � S r � a /i •� f
�7,.,r'�
HMC Paving & Construction Company, Inc.
NCG160199
N
W le�� G
S
Map Scale 1:13,603
HMC Paving & Construction
Bryson City, NC
Swain County
Latitude: 350 24' 58" N
Longitude: 830 27' 40" W
County: Swain County
Receiving Stream: LIT to Cochran Branch
Stream Class: C
Sub -basin: 04-04-02 (Little Tennessee River Basin)
Facility Location

Jones, Jennifer
From: Jones, Jennifer
Sent: Monday, January 04, 2010 8:33 AM
To: Jones, Jennifer, Barnett, Kevin
Cc: Susan A Wilson
Subject: RE: HMC Paving & Asphalt
Hi Kevin,
Happy New Year! Hope you are well.
I am going to issue this permit because it is overdue to issue and I haven't heard back from you as to what you want me to do
We typically don't hold off issuance of permits for waiting to obtain site plans for many general permits because (as you know) compliance can actually be
stronger when they have a permit versus when they don't because they are then violating permit terms. He should still be following up with you to give you that
site plan but I will let you take care of that on your end as you have been doing.
Thanks for your help,
Jennifer
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: iennifer.iones(@ncdenr.eov
Website: http://h2o.enr.state.nc.us/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**
From: Jones, Jennifer
Sent: Thursday, December 17, 2009 9:08 AM

Young, Sarah
From: Scardina, Maureen
Sent: Monday, December 21, 2009 2:09 PM
To: Georgoulias, Bethany; Young, Sarah; Higgins, Karen; Gale, Susan; Ventaloro, Julie; Ascenzo,
Tom; [e-mail]
Cc: Massengale, Susan
Subject: DWQ Calendar - Instructions
Attachments: Maureen Scardina.vcf; Calendar Instructions.docx; image001.jpg
Attached is a copy of what I passed around this afternoon.
Please remember to use the YYYY-MO-DY format for any dates or they will not display properly on your pages.
Maureen Scardina
Maureen Scardina
.£}0,W,Q�
Ole Lll'EE;l,SCc( &nal ncO:JIC. cov
f6 e Mall SerNce CenCE,,
Ra:ech' NIC 217,
Email correspondence to and from this address may be subject to the North Carolina Public Records
low and may be disclosed to third parties.

To: Barnett, Kevin
Cc: Susan A Wilson
Subject: RE: HMC Paving & Asphalt
Hi Kevin,
Just got your message —sorry wrote the other one before I got this.
Usually we don't hold up permits for site plans but let me know if you want to continue to...
Please give me a call — I'll be in the office all day.
Thanks,
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: jennifer.jones(dncdenr.Rov
Website: http://h2o.enr.state.nc.us/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**
From: Barnett, Kevin
Sent: Wednesday, December 16, 2009 10:55 AM
To: Jones, Jennifer
Cc: Susan A Wilson
Subject: RE: HMC Paving & Asphalt
Good Morning Jennifer:
I just received the HMC Paving package from Central Office in the mail today.
The site map does not show, nor include all of the site.
• There are additional storage of materials to the right of the facility (off map)
• There is a relatively recently graded lab trailer to the upper left of the map that can be a potential issue as well.
2

*************** -F7 TOTAL COUNTER LIST- *********** DATE DEC-23-2009 ***** TIME 09:00 *** P.01
F7-01 Key Operator ID Code 0000
F7-02 Maintenance Count
Total Count
239312
PM Count
0
Scanner PM Count
7403
ADF Count
90371
OPC Drum Count
29
Process Unit Count
239312
ADF PM Count
90371
Fuser Web Count
241000
Developer.Count
90
Corona Cleaning Count
5753
Avg. Print/Dru;,. Rise Up
5.80
,Total OPC Rotation Time
0.01
Avg Min/Drum Rise Up
0.11
F7-03 Paper Feed Count
Sheet Bypass Count
133
1st Paper Tray Count
151652
2nd Paper Tray Count
7746
3rd Paper Tray Count
1034
4th Paper Tray Count
1248
LCT Tray Count
0
2-Sided Count
77499
A4/LETTER Count
225666
A4-R/LETTER-R Count
10841
A3/LEDGER Count
765
B4/LEGAL Count
1275
F7-04 Scanner Count
ADF Count
90371
ADF Read Count
89483
Scanner Count
7403
Scanner Read Count
7708
F7-05 Copy Count
Copy Print Count 177167
Copy Scan Count 81841
F7-06 PC Count
PC Print Count 62138
PC Scan Count 15636
F7-07 FAX Count
FAX Transmit Count 4
FAX Receive Count 1
FAX Print Count 1
-NC DWQ -
***** DP-6030 **?*******************-9197151769 - ***** - 9197151769- *********

Thanks,
Kevin
"The time is always right to do what is right"
Martin Luther King, Jr.
Kevin Barnett - Kevin. [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Jones, Jennifer
Sent: Friday, December 11, 2009 4:42 PM
To: Barnett, Kevin
Cc: Susan A Wilson; Jones, Jennifer
Subject: RE: HMC Paving & Asphalt
Hi Kevin,
Thanks for going and this information.
Do you want us to hold off issuing the permit? My understanding is that we don't normally do that because we can more easily manage them when they already
have a permit - but I can hold off if you would like for me to ask for a site plan.
They have an 8x11" site plan which I will forward you a copy in the mail. If you'd like a larger one please let me know.
Thanks and have a good weekend!
Jen

N.C. Division of Water Quality
Pagel of 2
N.C. Division ofYVater Qualit
Search
about the division I contact us I dwq sections I glossary
. ^To preseve pro!ec!+, wry.. ` �c� x "i
and enhance —4 r*ti tf
`q North Car'0» na s via!er.. s.;`"'- ;• ...Ir!i+r... `.'r 4"„�.,�.. ';c.?.-y! Z!F- '
home >
Welcome to the NC Division of Water Quality
NC Department of Environment and Natural Resources
The North Carolina Division of
Water Quality (DWQ) in the
Department of Environment
and Natural Resources (DENR)
is the agency responsible for
statewide regulatory programs
in groundwater and surface
water protection.
DWQ's mission is to protect
and enhance North Carolina's
surface waters and
groundwater resources for the
citizens of North Carolina and
future generations.
Interested in a Public Hearing,
Meeting or Comment Period?
Go to the
DWQ Calendar
Need help with the Website?
contact the
Public Information Officer
Hot Topics
DWQ Implementation of
2009 Permits Extension Act
New Jordan Lake Rules
Website
Proposed Monitoring Rules
at
Animal Feeding Operations
American Recovery and
teinvestment Act of 2009
ARRA Clean Water
State Revolving Fund
Capitalization Grant
ARRA Clean Water Act 205
®Administration, Commissions &
Sections
Contact Division Staff
DWQ Staff Organizational Chart
DWQ Web Page Site Map
DENR Intranet
Environmental Management
Commission
North Carolina Administrative Code
and General Statutes
more ...
�Dp Stormwater Runoff and Nonpoint
Source Pollution
Forms and Documents
Jordan Lake Nutrient Strategy
Nonpoint Source Management
NPDES Phase II
State Stormwater Program
Coastal Stormwater Rules
Stormwater BMP Manual
Permeable Pavement Legislation
more...
Applications and Forms
Streams, Rivers, Lakes and
401 Certification
Estuaries
Land Application
Ambient Monitoring
NPDES
Basinwide Reports
Waste System Operator Certification
Classifications
Stormwater
Regulations
more ...
more...
Aquifers, Groundwater and Wells
Wastewater
kga.A
Animal Operations
Animal Operations
Groundwater Protection
¢
Collection Systems
Land Application
Discharge Systems
Well Driller Certification
Non -Discharge Systems
more...
Operator Certification
more...
Drinking Water and Water
Water You Know
Supplies
Links to interesting and educational
Drinking Water Labs
information about North Carolina water
Public Water Supply
and waterways.
Water Resources
Water Supply Watershed Protection
more...
Laboratories
Bio Lab Certification
>_�"&
`
Wetlands
401 Permitting Unit
Chem Lab Certification
Common Wetland Plants of N.C.
Environmental Sciences
Stream and Wetland Mitigation
Laboratory Section
Stream Type Identification
more...
more...
News and Information
Hot Topics
Calendar of Events
News Releases
more...
Technology & Website Information
.a Accessiblity
BIMS
ETU Support
Technologies Unit
�Tu Repmt an EnV ITenmental Emetgen cy
. Call:1-800-858-0368,
http://h2o.enr.state.ne.us/ 12/23/2009

Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
S12 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: (919) g07-6494
Email: jennifer.iones(dncdenr.gov
Website: http://h2o.enr.state.nc.us/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**
From: Barnett, Kevin
Sent: Thursday, December 10, 2009 10:38 AM
To: Jones, Jennifer
Cc: Susan A Wilson
Subject: RE: HMC Paving & Asphalt
HI Jennifer:
Susan Wilson and I visited this site yesterday (I will make a BIMS Entry soon) for the submitted NOI.
I have management concerns with this site with respect to being able to comply with the NCG160000 permit
The facility has three discrete discharge points. The first is an open ditch that captures most on the loading and office area, the second, captures most of the
petroleum storage, and asphalt production, and lastly, the third captures on a portion of the open storage of material supplies.
Outfall one and two combine at the bottom of the hill, offsite. Three discharges approx halfway down a steep ravine. Sampling for one and two may not be
representative. Sampling of 3 is offsite, and will be difficult to achieve. Additional storage near 3 that does not discharge through a discrete outfall must be
captured and discharged through the defined outfall.
There was noticeable amounts of oils and grease on the ground around the site, and a dump truck parked with its hood up for repair. Even though they stated
that no vehicle maintenance is occurring, the sources of petroleum and the evidence of the truck in a state of repair leads me to believe that vehicle
maintenance monitoring should occur.

N.C. Division of Water Quality
Page 2 of 2
North Carolina Office of
Economic Recovery and
Investment
NCRecovery. gov
+top of page
512 N. Salisbury St. Raleigh, NC 27604 . [phone]
DWQ - DENR - NCGOV
http://h2o.enr.state.6c.us/ 12/23/2009

Alpha Environmental Management, Inc.
353 Harwood Strcct
[ALPHA]'�° pox "`°
Albemarle, N. �0
(704) 983-23 122i�
(704) 983-392
December 14, 2009
Stormwater Permitting Unit
NCDENR-DWQ
Jennifer Jones
1617 Mail Service Center
Raleigh, NC 27699-1617
Reference:Stormwater Permit Application - Site Plan
HMC Paving & Construction Company, Inc
Bryson City (Swain County), NC
Dear Jennifer,
Please find attached one (1) copy of Herron Associates drawing
identified as Overall Site Plan, Mark Fortner Site Development
dated 12 Feb 04. I don't think that this meets all of your needs
but thought it worth the time to send to you for your review.
Very truly yours,
Conrad A. Carter, Jr., P.E.
cc:
HMC Paving Company
Mr. Mark H. Fortner
120 Sturken Drive
Bryson City, NC 28713
File: Word\HMC\Stormwater-MAPS-12-14-2009.DOC

Jones, Jennifer
From: Jones, Jennifer
Sent: Thursday, December 03, 2009 3:52 PM
To: Conrad Carter
Cc: Tony Hale HMC; Jones, Jennifer
Subject: RE: HMC Paving & Asphalt
Hello Mr. Carter,
Thank you for your response. I will let the RO know that should not be checked and will fix on our end as well.
Thank you,
Jennifer
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, IJC 27604
Phone: [phone]
Fax: [phone]
Email: jennifer.jones(ncdenr.gov
Website: http://h2o.enr.state.nc.us/su
"E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties."
From: Conrad Carter [mailto:[e-mail]]
Sent: Thursday, December 03, 2009 3:50 PM
To: Jones, Jennifer
Cc: Tony Hale HMC
Subject: Re: HMC Paving & Asphalt
Jennifer,
I called the plant operator, Mr. Tony Hale, and asked him if they have any wastewater discharge and he told me they did not. Please Un-check the box for me. I
will be visiting the facility in the next month or so and will let you know if I learn otherwise. Sorry for the confusion.
Conrad A. Carter, Jr., P.E.
1

Tidal Amplitude
® The tidal variation in the model assumes a sinusoidal tide; a 12 hour tidal cycle is used for
simplicity. However, water levels in this vicinity of the Neuse River are more closely related to the
prevailing wind patterns and freshwater inflow during meteorological events, as evidenced by the
lack of a tidal signal.
A tide gauge was moored o an existing dock adjacent to the project and recorded water depths
every 15 minutes in the a al system from 10 April 2008 to 10 September 2008, The data is
included as an attach nt t this report. While daily variations in water depths were sometimes
small, there were also eno of time when water levels varied over 27 inches over a period of
days. A conservative idal a Iitude of 1.0 ft (12 inches) was used for the model input.
Return Flow Factor
The return flow factor is the frac'on of flow leaving the marina on the previous tide which then
returns on the next ti e. Tidal am litudes are an important component of t e return flow factor and,
for example, the retu flow factor r a marina off of a tidal river will hav, ittle or no return flow
factor. The return flo factor utilize in the Daniels Point Marina DO odel was equal to zero.
Reaeration Coeffici nt
Advection and reaer tion can result in c anges in ambien issolved oxygen concentrations. The
reaeration coeffcie t used in the presXwell
a f tion of depth, the transfer coefficient, and
current velocitiesJ
ased on similar sI North Carolina and according to Report No.
90-01, a conserve value of 0.3 dain the model. This value assumes a
conservative tranr coefficient of 2.nd an average marina depth of 6.0 ft. It should
be noted that winffects on reaeratisite specific current velocities have not been
incorporated into present model asent a potential limitation to modeling efforts.
Daily BoatActi ity
As previously n tied, change in dissolved oxygen are p ssible from reaeration. The proposed
marina could h Id a total o 52 vessels which have the p ential to reaerate the basin and the
entrance chan el. Ho ver, according to Report No. 90-01, oat discharges in a number of
coastal marin ha v been found to have a minor effect on dis olved oxygen. Therefore, the daily
boat activity in entrance channel and the proposed basin wer set as zero in the present DO
model.
Saturation Dissolved Oxygen \.
Oxygen saturation is a relative measure of the amount of oxygen that is dissolved in water and is
generally dependent upon water temperature, salinity and pressure. Ambient dissolved oxygen
• concentrations, water temperature and salinity collected in the canal system.and the Neuse River
in the vicinity of the Daniels Point Marina during summer 2008 were used to calculate the
3

Original Message
;Prom.,JoneS.'Jehnlferli
To: alphaenvirmglo(7vnet.net
Cc: Jones, Jennifer
Sent: Thursday, December 03, 2009 3:34 PM
Subject: HMC Paving & Asphalt
Hi Mr. Carter,
If you could please check if HMC has an untreated Waste Water discharge from their facility. You checked "yes" on 9a on the NOL It is attached to this
message. If you can please let me know I will forward the correct information to the Regional Office. They will probably be doing a site visit if they have not
already before we can issue the general permit.
Please let me know if you have any other questions or concerns.
Thank you,
Jennifer Jones
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: jennifer.iones(@ncdenr.gov
Website: http://h2o.enr.state.nc.us/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**
z

11"
LJ
•
saturation dissolved oxygen according to methods in the scientific literature (Weiss 1970). The
calculated saturation dissolved oxygen that was utilized in the DO model was 7.96 mg 1-1.
Sediment Oxygen Demand
As previously noted, the model assumes that runoff into the basin from the upl nd watershed is
equal to zero. Additionally, it is assumed that pollutant discharge from vessel in the basin will be
mitigated through the use of sound marine practices. As such, sediment ox gen demand (SOD) is
the only oxygen demanding source included in the present model and it c n have a significant
impact on water column dissolved oxygen. SOD rates are often site sp cific and can be influenced
by sediment substrate, sediment organic content and water temperat re. Low organic, sandy
substances have been shown to exhibit lower SOD concentrations zzo and Christian 1996,
Mackenthun and Stefan 1998). Typical values of SOD in estuar' a mud range between 1.0 to 2.0
902/m2/day (Chapra 1997).
Site specific SOD rates have not been measured. Ther ore, the model will incorporate a range of
SOD valupkom 1.5 902/m2/day — 3.0 902/m2/day, r resenting a number of potential sediment
III. Water Qu lity
Water qual ty sampliYs
onducted in th canal system and the Neuse River in the vicinity of
the propos Danielarina (Figur 1). Samples were collected weekly during May and
June of 200 and mi g July, gust and September 2008. Results of this sampling are
summarized Tabl. P sic water parameters were recorded using a YSI 85 water
quality probe t the the w er (0.5 ft) at all sites. Vertical profiles of physical water
parameters, in lullinpth a bo m depth, were recorded when ambient water depth
would permit. araord d includ , water temperature, dissolved oxygen, specific
conductivity an sali
Water temperat res recorde during summer 2008 sa ing efforts ranged from 21.1 °C to 34.5°C.
Salinity in the ca al syste and this vicinity of the Neuse R was generally mesohaline to
polyhaline, rangi g from .1 ppt to 22.3 ppt. The lowest mean concentrations in the vicinity of
the proposed pro ct w e observed in early May (4.5 mg 1-1). The hi st DO concentration was
recorded in the c nal ystem in August (11.4 mg 1-1). The overall mean D oncentration during
summer 2008 sa p ng efforts was 7.2 mg 1-1,
On -site atmospheric conditions were also recorded on the day of sampling including, air
temperature, cloud condition, rainfall, wind direction and approximate wind speed.
El

I
Alpha Environmental Management, Inc.
353 Harwood Street
P.O. Box
mar"6°
[ALPffi],
Albemarle, N. C. 28002-1760
[phone]
[phone] Fax
Certified Mail
7009 1410 0001 1345 4875
2009 October 30, 2009
Stormwater Permitting Unit
NCDENR-DWQ
1617 Mail Service Center
Raleigh,, NC 27699-1617
Reference:Stormwater Permit Application - Notice of Intent
HMC Paving & Construction Company, Inc
Bryson City (Swain County), NC
Sir:
Please find attached the following:
1. Notice of Intent, NCG160000, or^
a
2. Site Diagram
4
r
3. Aerial Photooraph
4. USGS Quad Map (Bryson city), and
roe j�
7. Check for $100 payable to NCDENR-DWQ for the ap}icn fee.
Very truly yours,
Conrad A. Carter, Jr., P.E.
cc:
HMC Paving Company
Mr. Mark H. Fortner
120 Sturken Drive
Bryson City, NC 28713
File: Word\HMC\Stormeater-HOI-10-30-2009.DOC

11hZ/o4
J (11n1lI A
pc) K '�,�
� OvN �% -2
7

X:\Survey\2004\0401\04011700\04011700 Sheet_i.dwg T;u Fr5 12 12:02:42 2004 JLH
m
t
u 0
c a
(711
9
\0
b
\
Q _-
XI
I
C
to ry
0
o A a tz
O
N O
9Zo
°N x fc�
S
o n
Bo
0 071
O
2 m
O d rt
C
W
O I
--.a
SHEET TITLE
-c.nCO
O
1
o2
()` 'ERALL
�_
o
III 'E PLAN
�
O
PROJECT
CrJ
M-I
"d
C 0
3 Jn
O'
IDID c
C
r �
I
w
rn �
MARK FORTNER
SITE DEVELOPMENT
L=J
'TJ
d
H
1K/r—
Cox 0 =�/D1111r~ 111
a gg+
�.1
OI
m m In 111�111 10)
\ \ \ T- I J
T -8 11
\ o ` �� 0 1 d\
\ \ \ \ 1kc aA \I�11 I m
\ 1 \ \ \ °
\ 1 1 m
3�A\-\ )�Vd
x w w w w w w w w w w w w w _
10
N C < 3 G N y ° f 0 0 �. < O N rt O -00 rt O • n i 000 r O I
S v m Yn o m S 5 v •, o o c J' � o f o m y J O N o a r m I
0 a ? a ° O W O -. S rt d < N C y z J d N rt a °rt. N O 0. J
O 1 N O a N ®rt 0• C •G N j D 3 O o N S n j .0. J i 0 1< -OO (D •� •+ �..�.
rt <
a. N O C f'1 ° O O N O O r N C D O S N rt 0 0 O. 0, 0 N "' °
< - C ' I
O rt N0 c = �, t0 l9 O O 7 'O J (SD = 7 f�D , m N 0 CO
o' N' °m -.-.o O JO 0.° c ° .o. N 3 0 a I II II II II II II II
fA n 1C 2 1 O O D a � N O O� J .J+ J rt rt � 0 N S � .. m O' I �� Rl C D � �I
a A = a V O' .: f 0 0 0 0 O ,y rt O `G 1 0 0 x J m p 0
!� J O 0 N J m S n °. �, N N O O. O rt y 'O N ^: N O rt� O ° Z C) J 13 'D N-, dOl' p O
yJ Z '11 • = N O J m N o C N O C l O 00 I N N
Y� 0 -°w d 0 ti' � �p O � � J �. a C) O °. A 0 3 N S 0 5 J C 0 a n 10 II
17 0 C K C7 J A O rt J 0 Ort '" = N n n i x-0 0 0' Z Q. n n C O (D
I a 0 J 3 -0 N N G - .< m f f f O c N N O. n o N n O J A 0 m
0 O N N O to ? 3 (� O O' O 7 N J a 0 N' .i "` 3 fD t) .+ -0 O J n O
n J n n rt N O O A O 0 3 00 "O N �. n N S :: 7 n 0 Q 0 0 rt O tJi
O0 ; S f° C Z N 0 i D o 0 cx D J n y p: C N f 0 n y C l N Y\/1
ti. E• J N n < O 2. 7 N N C m a p O N rt O -Oi. 0 3 t.r < M M i
N 0 m J n £' N Ci ,O .r N D �'3 rt OrtO 3" p O 0 c L J �, < N 3
O O 3 m rt m O a m< J o :1 a m 0 ! a 1O 5,0 0 O 3 00 °; � Ort
Yn y Q 0 o o n� n o o 0 nv ° o 0 3 o V] o 0
C N NO ° F 0 N } N C J I J
0 n o c.
� O -6:or n
a�� D D
w o 0� o."- o
JF o °=my � r n oa
s
m Yn r v 0 I
a N J c H o 3.m ° a m Zo' a a �° ° o o n
1 J rt 0 N n rt N
O J a p N O i on p O0 (D :< j N 0.
-+. ,p p K J 0 (p O N
0 �O a C f0' n O O N O rt A V A O •• 0 N 0
a IC 3 a N
0 O J Q Cu d A C �• .O. O w i 0 t0 S a K
o n �� �• F 0 , m = 3 _ moo i° F >• °.
0 1 N N < 0 C— 0 N 0 0 N N O n
J J J N 0= J° N J O O 0
N w d rt OL S n M O_
0
PREPARED BY APPROVAL:
Elf`��� • 0, PROJECT P.E.:
E R IR N
°• ,_ JLH
LI! i - DESIGNED BY:
7,•\ JLH
A S .S O G I A T GRANT BY:
ENC,INEERINC, • 5URVEYINC.� • PLANNINQ "' /YI� 1110' JLH
721 Main Street • Bryson City, NC 28713 DATE CHECKED BY:
PHONE [phone] • FAX ,(828)_ 488-8758 1•FiEb Lea-- .11 w
z
J
y
y
cn
z
0
y
y
t4
TABLE OF REVISIONS
NO.1 DESCRIPTION DATE BY
- i llnilWSubrrdW 1 05 FEB 04 JLH
-- r - -
I �I I� I :I � t�i ! I'%Y I•>i 1�.1i (.� (`�'j� !! Af

t
X:\Survey\2004\0401\04011700\04011700 Sheet2.dwg Thu Feb 12 12:07:05 20,04 JLH
s
IS
s
r�
N
0
0
0
0
m
z o
m
36N
—41%
H�w
---a
00
fV
� �
00
E0
e
cn
m
C�
NO
O
O
O
O_
O
0
00
O
O
O
O
O
O
O
00
00
00
00
00
00
10
0
10 5 0. 10 20 30
SCALE IN FEET
0
0
0
0
0
0
0
Ul
0
0
0
0
0
0
0
o
00
0
0
R:vej
SHEET TITLE
PROPOSED SITE
IMPROVEMENT PLAN
SCAB: AS SHOWN fMMY 2W4
N
O
0
O
0
0
+
N
O
0
46
O
O
O
10
00
0
+
0
0
0
°>\\\ \`O \\\ t \ \ \
\�
If
\
1
(n
to 4 f iI fJ r per
1 N i 0 f 1 1 m \
i r 1 "II
t A_
°m i III 1�4t �i4� A
fill 1,
,r
d (A cn x
(A�z yci
Ij '� o•� 'v I l4.0 m
D
000° I ��O i �
0 mV-I % �O vMI c
o .;oFrI
Its! I
`QoApt� �tI
(Itt t`, � Vit,rt
is Al
It
o \ I v v�or 1i,it,
�N'm� L---------- —i'— — — — — — --- —� I4ti" —J
; SECTION A —A \ I �� 11E�d, `.� > ; �� x
�_ n 1�
°or— \ i0111
Z I lk-v \� I' I'`i�I
x m X ��I1
r " I m �I� �I ` - �--- _ l iI
0.
11 r
0.
O 91
t
O Ior `� '
10-0
11"Ii1j, I
CL
If1l.flfflf�
� \`` \ �`` �• t f (ffff f ff � f\\
X1
\ I IfI1
1
N
Ln
I LA
m I l(�Pllj�ll �X
m - ! {
\\ of
C�1 J N
O1
T� O
O
# # # # • # 4 # # # # A # #
0.
3 •iW rt N�II ' =
�o3 m0n o r--00 z m05�avII j I a 3 rt w � c N oino ° - r5m�I,nI
r c4Wvrti°IIlym=®p O rt fJDO O Z(z
: O ooT
W0 WW N O W p
O O� 3= r 2 M `G O r O O W
jWOQO _ 3 �° 1°
r 0 °p; OG
, C G OX 1- r
WW a0, W m K 7-07m 3 O Op W 2 W CD =
°W <W y°soiam o°n �aNI O. C ZD0 „ W Op n7 W WW7W ?C6-
A>`C Z vp WWrt p W O O
' jD O O
O 0 O3 O O 00
OO2 7r 07QmmO z N 0�W 7
0 7O � a D_ p o
O a..3 7O,11
I
C G O F m m
1� o° v° ra W° n= o" . s W W F E O 3 c ° v o
N rt 7 V 3 N 0 0 m 3 0 0 N W 5. ° n N 7 ( �« 7 y Q W O
O W p 3 rt (O W D-0 o rt p 0 •'. V• pa D 7 W J C O. N W .. W a OME' C W W Ly J
0 f > j W Z W 7 N W W rt C W 3 0 O W W O ° N O m '' A Y7-•
0 O O W y !.3 D 7 W -�. 0 on O W c �; W
1 S N O 0 J A O £• ° (aD 1 ,D "' W- rt rt N 3 p ° O W 00 Ort ; G G V
G) 3 W L0 CD 7 FK! ii rt n fl 3 9
7I UI �. E O .� p S O O 7 O. � N rt O 7
N p •� rt .+ J W t0 47 O W + W C I I
C Ol O , W J% W O X a O W I
II A a A 0 0 O n N a y o 2 W S O D D r °- a I \\-0 m 2
• a a O rt° < ° W 11
�. m °• o m Z o ° 0 ,�,° W a i° o• a I II 1 �1 tl II II
O O C N O J .+ O W O .°i IA. J O J N 0 0 0 O O II i
W .. M S O _a -•. O O O S O C O W O O Y1 Wa Y i0 m O z O O p
a n O W O � 7 � � O m O. o f rt '•� O
0 O m " 0— m O �G y W? -. .Z) G W N 1 O '� i W W T S
~ O. p 3 O a 00 O W O rt N •Zl 0 7 ° m £ O O l O
3 m w 'S
N a O o CD ML
o Z, 3 = o C 2 a ,o f 0 o 0 m 9
O Jr N 0, .fir W W F 0 'o � � O l ,; 3 W
N m O "' 0 N j .Z -w W N 0 O
f > O
.+ 0 o y ° ,a W � �
W m rt 0 J S
N O O_ 7 O. O
PROJECT
MARK FORTNER
SITE DEVELOPMENT
IFYO CITYN05t R PAS swm mI11TY NOlt1H mLBIIA
PREPARED BY
f,
ASSOCIATES
ENGINEERINQ • 5U9-VEYINQ • PLANNING
721 Main Street • Bryson City, NC 28713
PHONE [phone] • FAX [phone]
APP OVALS
i
�N,•••A.•
PRO ;T P,i
_ ; _
DF
CHF r': ED t:
DATE
I2f:tb 04
TABLE OF REVISIONS
NO. DESCRIPTION DATE BY
1 hm Sutliff" 05 FEB De JLH
iI�i 1 •{ II, 1 1 t�l..r r ? .