NCG160220_COMPLETE FILE - HISTORICAL_20180621

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0. I /V c,& ) b 1) -a'} U
DOC TYPE fHISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE ❑ b�
YYYYMMDD
11

Nasif, Zaynab R
From: Nasif, Zaynab R
Sent: Thursday, June 21, 2018 2:10 PM
To: Simmons, Christy
Subject: RE: Request for information regarding Radford Quarries -Asheville County
Line_RADFORD QUARRIES AND APPALACHIAN MATERIALS
Got it - thanks Christy?
Zaynab
From: Simmons, Christy
Sent: Thursday, June 21, 2018 1:09 PM
To: Nasif, Zaynab R <[e-mail]>
Cc: Simmons, Christy <[e-mail]>
Subject: RE: Request for information regarding Radford Quarries -Asheville County Line-RADFORD QUARRIES AND
APPALACHIAN MATERIALS
Zaynab,
If you haven't noticed by now, this email contains the requests for Radford Quarries AND Appalachian Materials.
Christy
From: Simmons, Christy
Sent: Thursday, June 21, 2018 9:44 AM
To: Nasif, Zaynab R <[e-mail]>
Cc: Simmons, Christy <[e-mail]>
Subject: FW: Request for information regarding Radford Quarries -Asheville County Line
From: Mack, Janet
Sent: Thursday, May 31, 2018 10:20 AM
To: Simmons, Christy <[e-mail]>
Cc: Peterson, Kyle <[e-mail]>
Subject: RE: Request for information regarding Radford Quarries -Asheville County Line
Hi Christy,
I spoke with Kyle and we are in agreement that the results from the NC Policy Watch PRR production would satisfy this
req uest.
Let us know when the COMMS review for NC Policy Watch is complete and we will take care of this one as well.
Janet

From: Simmons, Christy
Sent: Thursday, May 31, 2018 9:09 AM
To: Mack, Janet <[e-mail]>
Cc: Simmons, Christy <[e-mail]>; Munger, Bridget <[e-mail]>
Subject: Request for information regarding Radford Quarries —Asheville County Line
Good morning Janet,
Please see highlighted request below.
Potential custodians:
Tim Latham
Lisa Edwards
Sherri Knight
Search terms:
Radford Quarries
Appalachian Materials
Glendale Springs
Let us know if you need additional information.
I'm working away from the office today so please call my mobile if needed 919-480-9248.
Christy
From: Munger, Bridget
Sent: Wednesday, May 30, 2018 6:48 PM
To: Simmons, Christy
Subject: FW: [External] Request for information regarding Radford Quarries
Bridget Munger
Public Information Officer
N.C. Department of Environmental Quality
919-807-6363 office
919-207-7786 mobile
bridget.mungerCcDncdenr.gov
1612 Mail Service Center
Raleigh, NC 27699-1612
Email corresponds-nce to and from this address is suhject to the
North Carolina Public Records La-.,.- and may be disclosed to third parties.
From: AsheCountyl-ine Editor (mailto:[e-mail]]
Sent: Thursday, May 17, 2018 11:02 PM
To: Munger, Bridget <[e-mail]>
Subject: Re: [External] Request for information regarding Radford Quarries
z

Bridget:
Thanks for your assistance. I would also like to request any reports pertaining to Appalachian
Materials' inspection and permitting for the proposed asphalt plant site in Glendale Spring's --air
quality, watershed, whatever you may have, please. Thanks.
--Dylan
Get Outlook for Android
From: Munger, Bridget <[e-mail]>
Sent: Thursday, May 17, 2018 12:46:18 PM
To: AsheCountyLine Editor
Cc: Munger, Bridget
Subject: RE: [External] Request for information regarding Radford Quarries
Hi Dylan,
I'll work on pulling this information together for you.
Thanks,
Bridget
Bridget Munger
Public Information Officer
N.C. Department of Environmental Quality
919-807-6363 office
919-207-7786 mobile
bridget.mungerCa7ncdenr.gov
1612 Mail Service Center
Raleigh, NC 27699-1612
Entail correspondence to and from thin- address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: AsheCountyLine Editor [mailto:[e-mail]]
Sent: Wednesday, May 16, 2018 4.37 PM
To: Munger, Bridget <[e-mail]>
Subject: [External] Request for information regarding Radford Quarries
Dear Ms. Munger:
Hello, I am writing with a request for information about any Notices of Deficiency or Notices of Violation you
may have on file for facilities operated by Radford Quarries and/or Appalchian Materials, under authority
of your Winston-Salem Regional Office or elsewhere in the state.
3

I am also interested in any details regarding an allegation from a 2012 email that was sent to me, in
which your Senior Environmental Specialist Tim Latham claimed that while he was inspecting a noncompliant
Radford site, a "Mr. Cecile displayed a firearm." The email goes on to say that that site was not inspected for
three years after this. Can you please confirm or disconfirm this or give any additional information? Thanks.
Sincerely,
Dylan Lightfoot
Editor
336-505-7890

Simmons, Christy
From: Munger, Bridget
Sent: Monday, June 18, 2018 6:10 PM
To: Grady McCallie
Cc: Simmons, Christy; Culpepper, Linda; Munger, Bridget
Subject: RE: (External) Public records request
Hi Grady,
Hope you are doing well. We will begin processing your records request.
Thank you,
Bridget
Bridget Munger
Public Information Officer
N.C. Department of Environmental Quality
919-807-6363 office
919-207-7786 mobile
bridaet. munaer0ncdenr.aov
1612 Mail Service Center
Raleigh, NC 27699-1612
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Grady McCallie[mailto:[e-mail]]
Sent: Monday, June 18, 2018 5:00 PM
To: Culpepper, Linda <[e-mail]>
Cc: Munger, Bridget <[e-mail]>
Subject: [External] Public records request
CAUTION: External E
Linda Culpepper
Director, Division of Water Resources
NC Department of Environmental Quality
1611 Mail Service Center
Dear Director Culpepper:
I'm writing to request that certain public records, emails in your and your staff's possession, be made available for my
inspection under Chapter 132 of the North Carolina General Statutes.
Specifically, I'm requesting to see emails, including attachments, relating to Nutrient Strategy Rules 15A NCAC 02B _0229
through .0258 and Proposed 15A NCAC .0701 and .0730, including rule .0713, sent or received (as a direct recipient or a
cc) to or by Linda Culpepper, Rich Gannon, Jim Hawhee, or John Huisman, between noon of April 1, 2018 and noon on
June 15, 2018,

if possible, I'd appreciate the chance to inspect the emails covered by this request by Friday, July 6. 1 understand from
colleagues that a public records request may be handled by staff outside the Division. To the extent I can help clarify
relevant search terms, I'm available to answer questions about the request at 919-802-7592.
Thank you for the work you and your staff do to protect and conserve our state, and for your help responding to this
request.
Sincerely,
Grady S. McCallie
Grady McCallie, Policy Director
NC Conservation Network
234 Fayetteville, 5`h floor
Raleigh, NC 27601
919.857.4699 x 101
http=f/www.ncconservationnetwork.or�/

Ft�
NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
Danny Cecile
Appalachian Materials, LLC
P.O. Box 2692
Boone, NC 28607
Dear Mr. Cecile:
August 28, 2015
RECEIVED -
N.C. Dept. of DM ° }
SEP 0 2 2015
Winston-Salem
Regional Office
Natural Resources
Donald R. van der Vaart
Secretary
Subject: General Permit No. NCG160000
Glendale Springs Plant
COC NCG16 0
s e ounty
At the request of the engineer, Derek Goddard with Blue Ridge Engineering Company, we are changing
the COC to reflect the name of the company instead of the owners' name. Please find the corrected COC
and replace the previous one with this copy.
Thank you and if you have any questions concerning this permit, please contact Richard Riddle at
telephone number [phone],
Sincerely,
ORIGINAL SIGNED 81
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc: Winston-Salem Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http://portal.ncdenr.org/webA
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160220
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance'with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Appalachian Materials, LLC
is hereby authorized to discharge stormwater from a facility located at
Glendale Springs Plant
1073 Glendale School Road
Glendale Springs
Ashe County
to receiving waters designated as South Fork New River, a class WS-IV, HQW water in the New
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, and IV of General Permit No. NCG160000 as attached.
This certificate of coverage shall become effective August 25, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 25, 2015.
ORIGINAL SIGNED Bl
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

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-Map Scale 1:24,000
Appalachians Materials, LLC
Glendale Springs Plant
Latitude: 360 20' 47" N
Longitude: -810 23'49" W
County: Ashe
Receiving Stream: South Fork New River
Stream Class: WS-IV, HQW
Index Number: 10-1-(26) (New)
Facility Location

V irk
RZIOR
Noah Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Danny Cecile
Appalachian Materials, LLC
P.O. Box 2692
Boone, NC 28607
Dear Mr. Cecile:
Donald R. van der Vaart
Secretary
August 28, 2015
Subject: General Permit No. NCG 160000
Glendale Springs Plant
COC NCG160220
Ashe County
At the request of the engineer, Derek Goddard with Blue Ridge Engineering Company, we are changing
the COC to reflect the name of the company instead of the owners' name. Please find the corrected COC
and replace the previous one with this copy.
Thank you and if you have any questions concerning this permit, please contact Richard Riddle at
telephone number [phone].
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
for Tracy E. Davis, P., CPM
cc: Winston-Salem Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr.org/webArl
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160220
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Appalachian Materials, LLC
is hereby authorized to discharge stormwater from a facility located at
Glendale Springs Plant
1073 Glendale School Road
Glendale Springs
Ashe County
to receiving waters designated as South Fork New River, a class WS-IV, HQW water in the New
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts i, II, III, and IV of General Permit No. NCG160000 as attached.
This certificate of coverage shall become effective August 25, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 25, 2015
ORIGINAL SIGNED Bl
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Central Files: APS ,T SWP _
812512015
Permit Number NCW60220 Permit Tracking Slip
Program Category status Project Type
NPDES SW In review New Project
Permit Type Version Permit Classification
Asphalt Paving Mixture Stornawater Discharge COG COC
Primary Reviewer
rick.riddle
Coastal SWRule
Permitted Flow
Facility
RECEIVED
AUG 2 8.2015
CENTRAL FILES
DWR SECTION
Permit Contact Affiliation
Facility Name Major/Minor Region
Glendale Springs Plant Minor Winston-Salem
Location Address County
PO Box 2692 ,ashe
Facility Contact Affiliation
Boone NC 28607 Danny Cecile
PO Box 2692
Owner Boone NC 28607
owner Name Owner Type
Appalachian Materials LLC Nan -Government
Owner Affiliation
Danny Cecile
PO Box 2692
Dates/Events Boone NC 28607
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effe tive Ex irati
6/9/2015
Regulated Activities
Outfall 1
Waterbody Name
South Fork New River
gsli-S�� q,36/)9
Requested /Received Events
RO staff report received 7/23/15
Streamindex Number
t 0-1-(26)
Current Class Subbasin
WS-IV;HQW 05-07-01

WA
���
NCDEW
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Danny Cecile
Appalachian Materials, LLC
P.O. Box 2692
Boone, NC 28607
Dear Mr. Cecile:
Donald R. van der Vaart
Secretary
August 25, 2015
Subject: General Permit No. NCG160000
Glendale Springs Plant
COC NCG160220
Ashe County
In accordance with your application for a discharge permit received on June 30, 2015, 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
Energy, Mineral, and Land Resources. The Division 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 Energy, Mining, and Land Resources, or permits required by the Division of Water
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 Richard Riddle at telephone number
[phone],
Sincerely,
for Tracy E. Davis, P.E., CPM
cc: Winston-Salem Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://Portal.ncdenr.org/webAr/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160220
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Danny Cecile
is hereby authorized to discharge stormwater and from a facility located at
Glendale Springs Plant
1073 Glendale School Road
Glendale Springs
Ashe County
to receiving waters designated as South Fork New River, a class WS-IV, HQW water in the New
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, and IV of General Permit No. NCG160000 as attached.
This certificate of coverage shall become effective August 25, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 25, 2015.
for Tracy E. Davis, P.E., Director
Division of Energy; Mineral, and Land Resources
By the Authority of the Environmental Management Commission

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Glendale Springs Plant
NCG 160220
N
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S.
Map Scale 1:24,000
Appalachians Materials, LLC
Glendale Springs Plant
Latitude: 360 20' 47" N
Longitude: -810 23' 49" W
County: Ashe
Receiving Stream: South Fork New River
Stream Class: WS-IV, HQW
Index Number: 10-1-(26) (New)
1
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Facility Location

JUN 3 0 2015
DENR-LAND QUALITY
STORMWATER PERKII T T:NG
Dividort of ftera, AllaemL aad Land Resources
-AIVA
Land Qaatity Section
NCD NR
National PoiintantDn&Argc Eh=xlhon Syst=
" Q.
NCG160M
-N9MC9 OF 043:9 '1'
Naomi Pollutant Discharge IERmination System application for coverage under Conmi Permit
€ 6GI60000 for STOiI;d'rWATER DISCfiARGES associated with activItles cl;Lsstfted as:
SW 2961 The manufacture or Asphalt Prnr[ng Mixtures and Blocks,
And, Like acWtHes deemed by DEMl-R to be sbnitar in the procem or the exposure of raw
matetlals, tntetmedtte products, rural products, by-products, or waste rnaierials,
(Please prhrt or type)
1) Malpng address of the cowmedo rator
Name
A alai t[an Materials
UtMrter contact
ftlle. A.M., .D.
Street Address
- _!
C€ty
Romp _
' Telephone trio.
�8 264- 2a
E-mail Address
dkWleamdfordauan
2) Location of the facility producing the discharge:
Fscilfty Name
_Glendale SprIngs Plan
Facility Contact
__JDWW ce*
SlreetAddress
ILI ' leadale chooI D
City
Glendale Spdng9
Gourtty
0
State NC Z!P Code
Fax: 828 2�4�
Z€P Code -11
Telephone No. 828 8 Fax: [phone] _.
Email
3) Physical Location t ftmatfon:
Please provide a narrative description of haw to -get to the faofnty (use street names, state road numbers,
dit tance and direction from a roadwaty Interseot€on). NC Hwy 16 N towards Glendale 5prlixjsjum
on Trading//Po�sjjt�ny#t1;d�,�, R`l19ht onto JW Luke Rd, Lest auto Glendale School+/-1 3 m on lef
`p�I�-� 7 ! • 'S »�h 4ar d tse��plt� a mqukiw part of INS eppl"San.1
4) latitude ;36^7o a7.3532' Lortpitude 41°23' as.9t58" (degrees, minutes, seconds)
8) Thfs NPDES Permit Application applies to which of the followft
® Now or Proposed Fadiily' Date operaDon Is to begirt August 2015
L7 Fstkv
'If the new or propmed faall V is located In orte of ftte 20 coastal oaurttim please contact the approprtate DP" Regional
Office (see page 4) to ddwntlitn If s State Stormwater PeriNt. Is required prior to construclkn
Page f of 4
SWU-2314)3MM Lest mAsed Wkf14

NCG160000 N.O.E.
1
fr
6) Standard industrial Classification:
Provide the 4 dlglt Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: Z 9 5 1
7) Services and Activities
a) Provide a brief narrative description of the types of Industrial activities and products
manufactures) at this facility: (Include a site diagram showing the process areas and location of
activities present at this faolltty.)__ The production.af asphalt paving mix for highway and road Fonstruction.
Stockpiled materials are 92 Diesel Stone Aggregate and Liquid Asphalt uemen
b) Check all activities conducted at this facility.
® Outdoor stockpiling of matartals DO Transport of materials by a conveyor
DO Storage of raw materials. or frunt-end loader
® Storage of materials in above- © Vehicle and equipment maintenance
ground tanks ❑ Vehicle or Equipment Washing
00 Material Loading and UntfoadJng 0 Vehicle and equipment fueling
8) Discharge points I Receiving waters:
Now many discharge points (ditches, pipes, channels, curb and gutter, swates, etc.) convey stormwater from
the property? t - _ .. _
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the fad)lty stormwater
discharges end up In? UTto South New Fork River
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (If known): W5-I!!-HQW
9) Does this facility
a) Have an untreated wastewater discharge? M No ❑ Yes
b) Have a treated wastewater discharge? ® No a Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? 0 No ❑ Yes
If yes, list the permit number.
d) Have a non -discharge permit? KI No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? Z No ❑ Yes
If.yes, Gst the municipality and permit number
Note- 8tormwater discharge permit NC©160000 does not authorize the discharge of any wastewater.-`
if this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit In addition to coverage for stomrwater discharges under NCG160000.
10) Does this facifity employ any hest management practices for stormweter control?
11 No ® Yes (Show any structural HMPs on the site diagram.)
If yes, please briefly describe;
containment areas
Page 2 of 4
SWU-234-0309N Lma nrvtsed =1 OM

NCG960000 N.O.I.
11) Does this faCitity have a Storntwater Pollution Prevention Plan?
0 No ❑ Yes
If yes, when Was It Implemented?
12) Are vehicielequipment maintenance activitles occurring at this facility?
19 No ❑ Yes
13) Hazardous Waste:
a) Is tills facility a Hazardous Waste Treatment, Storage, or Disposal Fadrity?
® No ❑ Yes
b) Is this faculty a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
M No U Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) Is hazardous waste stored In the 100-year flood plain?
® No © Yes if yes, Include (nformation to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following Inforrnatlon:
Type(s) of waste:
How Is material stored:
Where Is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor.
Vendor address:
14) Certification:
North Carolina General Statute 143-216.613 (1) provides that:.
Any person who knvwIN y makes airy false sUtsmerd, representation, or oertfk=a on in"eppliaation, record, report, plan. ar other
docment filed or req ed to be malntatned Lodar this ArWe or a rule tmpkrrmnting this Article; or who knoxingty makes a false
staterneni of a material fact In a nrlemaking proceeding or cantested case under this Article; or who falstacs. tampers with, or knowft ly
renders Inacaurato any recording or monitodng devlca or method rwp*ed to be operated or malnta}ned under this Article or rules of Me
IEnvlrorvnantal Management.] Cammisslon tmplemenUN this Article shall be amity of a Cfass 2 misdemeaner wftM may Include s tine
not to exowd ban ttwuwnd doRxs ($10,000).
I hereby request coverage under the referenced General Permit: I Understand that coverage under this permlt
will constitute the permit requirements for the dlscharge(s) and is enforceable in the same manner as an
Individual permit. I certify that I am familiar with the Information c orltalned in this appilcmtion and that to the
best of my knowledge and belief such Information is true, complete, and accurate.
c 11 (--
(Date Signed)
This Notice of Intent trust be avornpanled by a check or money order for �1D£l.20 trade payable to:
NCIDENR
Page 3 of 4
SVVU-234-� last revised 09110I14

f
RUHR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Danny Cecile
Appalachian Materials, LLC
P.O. Box 2692
Boone, NC 28607
Dear Mr. Cecile:
Donald R. van der Vaart
Secretary
August 25, 2015
Subject: General Permit No. NCG160000
Glendale Springs Plant
COC NCG160220
Ashe County
In accordance with your application for a discharge permit received on June 30, 2015, 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
Energy, Mineral, and Land Resources. The Division 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 Energy, Mining, and Land Resources, or permits required by the Division of Water
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 Richard Riddle at telephone number
[phone].
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc:' Winston-Salem Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
Energy Section - Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 276W1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: htp://Portal.nodenr.org/webAr/
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

4 '
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160220
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Danny Cecile
is hereby authorized to discharge stormwater and from a facility located at
Glendale Springs Plant
1073 Glendale School Road
Glendale Springs
Ashe County
to receiving waters designated as South Fork New River, a class WS-IV, HQW water in the New
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, and IV of General Permit No. NCG 160000 as attached.
This certificate of coverage shall become effective August 25, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 25, 2015,
ORIGINAL SIGNED Bl
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy; Mineral, and Land Resources
By the Authority of the Environmental Management Commission

6 '_
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911
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NCG 160220
N
W E -
S
Map Scale 1:24,000
Appalachians Materials, LLC
Glendale Springs Plant
Latitude: 360 20' 47° N
Longitude: -810 23' 49" W
County: Ashe
Receiving Stream: South Fork New River
Stream Class: WS-IV, HQW
Index Number: 10-1-(26) (New)
Facility Location

it
Riddle, Rick L
From:
White, Glen
Sent:
Friday, July 24, 2015 12.19 PM
To:
Riddle, Rick L
Cc:
White, Sue
Subject:
NCG160220 Appalachian Materials (NOi)
Permit NO: NCG 1600220
Glendale Springs Plant
Ashe County
Mr. Riddle
Sue White and myself visited the Appalachian Materials site in Ashe County on 7/22/15.
Ok to issue permit.
Glen White
Environmental Specialist
NCDENR Winston-Salem Regional Office
Division of Energy, Minerals & Land Resources
450 Hanes Mill Rd — Suite 300
Winston-Salem, NC 27105
len.white ncdenr. ov
[phone]
F
1

U
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 1, 2015
Mr. Matt Gantt
585 Waughtown Street.
Winston-Salem, North Carolina 27107
Subject: General Permit No. NCG160000
Glendale Springs Plant
COC No. NCG160220
Ashe County
Dear Mr. Gantt:
Enclosed is a copy of the site plan for the above NOI Asphalt Plant application for your review.
I previously sent you the NOI and location map via email. If you need any more information, please
give me a call at telephone number [phone].
Thanks,
Richard Riddle, Jr.
Storrnwater Engineer
NC Division of Energy, Mineral and Land Resources
Attachments
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: httPJ/Portal.ncdenr.or, Iwo
An Equal Opportunity 1 Affirmative Action Employer -- 50% Recycled 110% Post Consumer Paper

N..
�v C
Riddle, Rick L
From:
Rodgers, Ashley
Sent:
Wednesday, July 01, 2015 5:12 PM
To:
Vinson, Toby; Gantt, Matt
Cc:
Riddle, Rick L
Subject:
RE: NCG160220
I don't see any record of a trout buffer waiver for this project
Ashley Rodgers, PE
State Sedimentation Specialist
NCDENR - Division of Energy, Mineral, and Land Resources
1612 Mail Service Center
Raleigh, NC 27699
Phone: [phone]
http:/Iportal.ncdenr.orp/web/Ir/erosion
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: Vinson, Toby
Sent: Wednesday, July 01, 2015 4:15 PM
To: Gantt, Matt
Cc: Riddle, Rick L; Rodgers, Ashley
Subject: FW: NCG160220
Everyone check with Ashley on the trout buffer waiver.
tV
From: Gantt, Matt
Sent: Wednesday, July 01, 2015 4:12 PM
To: Vinson, Toby
Cc: Latham, Tim
Subject: RE: NCG160220
I don't think they ever got approval of a modification for the road and scale house in the trout buffer zone.
From: Vinson, Toby
Sent: Wednesday, July 01, 2015 4:11 PM
To: Gantt, Matt
Cc: Riddle, Rick L
Subject: RE: NCG160220
Matt,

-1-4
If you have questions about this one, call Rick Riddle here in the central office.
Toby
From: Gantt, Matt
Sent: Wednesday, July 01, 2015 3:44 PM
To: Latham, Tim
Cc: Vinson, Toby
Subject: FW: NCG160220
Guess we need to discuss this one.
From: Riddle, Rick L
Sent: Wednesday, July 01, 2015 3:04 PM
To: Gantt, Matt
Subject: NCG160220
Dear Matt Gantt:
Hello and good day,
Please review the attached NOI application. After your review, please respond with any recommendations for
issuance of the permit. Your recommendation to issue the permit serves as your acknowledgement that (1) the facility
is located in your region, (2) that there are no current complaints outstanding about the facility that have not been dealt
with, and (3) that the facility may ultimately be inspected by the regional staff. I've also attached a scanned copy of the
NO1 and a location map for your review. I am sending the revised site plans by mail separately.
COC # Facility Location City/County
NCG160220 Appalachian Materials - Glendale Springs Plant 1073 Glendale School Rd Glendale Springs/Ashe
If you need any more info, please give me a call or email. If you could send me your review or recommendation to issue
the permit by 08/03/2015, I'd appreciate it, so I can issue their COC.
Thanks, and have a great 4"" of July.
Richard Riddle
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-63 75; 919 / 807-6494 (fax)
Website: http://portal.ncdenr.or�z/web/Ir/stormwater
E-mail correspondence to And from this address mm• be subject to the North Carolina Public Records law and mqr be disclosed to third parlies.

%X
Riddle, Rick L
From:
Vinson, Toby
Sent:
Wednesday, July 01, 2015 4:15 PM
To:
Gantt, Matt
Cc:
Riddle, Rick L; Rodgers, Ashley
Subject:
FW: NCG160220
Everyone check with Ashley on the trout buffer waiver.
tV
From: Gantt, Matt
Sent: Wednesday, July 01, 2015 4:12 PM
To: Vinson, Toby
Cc: Latham, Tim
Subject: RE: NCG160220
I don't think they ever got approval of a modification for the road and scale house in the trout buffer zone.
From: Vinson, Toby
Sent: Wednesday, July 01, 2015 4:11 PM
To: Gantt, Matt
Cc: Riddle, Rick L
Subject: RE: NCG160220
Matt,
If you have questions about this one, call Rick Riddle here in the central office.
Toby
From: Gantt, Matt
Sent: Wednesday, July 01, 2015 3:44 PM
To: Latham, Tim
Cc: Vinson, Toby
Subject: FW: NCG160220
Guess we need to discuss this one.
From: Riddle, Rick L
Sent: Wednesday, July 01, 2015 3:04 PM
To: Gantt, Matt
Subject: NCG160220
Dear Matt Gantt:
Hello and good day,
Please review the attached NOI application. After your review, please respond with any recommendations for
issuance of the permit. Your recommendation to issue the permit serves as your acknowledgement that (1) the facility

Al,
is located in your region, (2) that there are no current complaints outstanding about the facility that have not been dealt
with, and (3) that the facility may ultimately be inspected by the regional staff. I've also attached a scanned copy of the
NOI and a location map for your review. I am sending the revised site plans by mail separately.
COC # Facility I Location City/County
NCG160220 Appalachian Materials -Glendale Springs Plant 1073 Glendale School Rd Glendale Springs/Ashe
If you need any more info, please give me a calf or email. If you could send me your review or recommendation to issue
the permit by 08/03/2015, I'd appreciate it, so I can issue their COC.
Thanks, and have a great 4TM of July.
Richard Riddle
� aid ,. adox P.. Sto uvatex 5ugi.
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-6375; 919 / 807-6494 (fax)
Website: httpa/portal.ncdenr.org/web/lr/stormwater
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Icr and miry be disclosed to third parties.

CCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 1, 2015
RECEIVED
Mr. Matt Gantt N.C. Dept. of ENR
585 Waughtown Street. JUL 0 6 2015
Winston-Salem, North Carolina 27107 Mnston-Salem
Regional Office
Subject: General Permit No. NCG160000
Glendale Springs Plant
COC No. NCG160220
Ashe County
Dear Mr. Gantt:
Enclosed is a copy of the site plan for the above N©I Asphalt Plant application for your review.
I previously sent you the NOI and location map viva email. If you need any more information, please
give me a call at telephone number [phone].
Thanks,
Richard Riddle, Jr.
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
Attachments
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://portal.ncdenr,or_q/webllrl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Ok
O'
WORM��
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Certified Mail
Return Receipt Requested
7008 1300 0000 1126 4076
Dr. D J Cecile
Radford Quarries of Boone, Inc.
PO Box 2071
Boone, North Carolina 28607
RE: Glendale Springs Quarry
Mining Permit No. 05-05
Ashe County
New River Basin
Dear Dr. Cecile:
July 1, 2015
Donald R. van der Vaart
Secretary
We have reviewed the modification request your company submitted for the referenced
mine site.
In order for this office to complete its review of the referenced project in accordance with
GS 74-50 and 51 of the Mining Act of 1971, please provide the additional or revised
information in accordance with the following comments:
Revise the modification map to show the features shown on the overall mine
map, such as the erosion control measures, legend, roadways, streams, buffers,
etc.
2. Provide proof the existing erosion and sediment control measures can handle the
increase affected area. Provide supporting calculations for the structures that
are in use.
3. The 30 foot stream buffer appears to have been affected. Re-establish the buffer
or provide extra measures to protect the stream.
4. Complete la new page 5 (affected (acreage chart) for the total affected acreage
at the site. I have enclosed a new page 5 for your use.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Sectton • Land Quality Section
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http;Ilportal.ncdenr,OTQMebArl
Mailing Address; 1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX 919.71"801
An Equal Opportunity 1 Affirmative Action Employer — 50°% Recycled 110% Post Consumer Raper

Certified Mail
Dr. Cecile
Page Two
5. The permit currently has been issued to Radford Quarries of Boone, Inc. Please
clarify that you are changing the corporate name. A new land entry agreement
and replacement bond will be required to change the corporate name to Radford
Quarries, Inc.. Please find enclosed a land entry agreement form for tour use.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Energy, Mineral and Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 513.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline cannot be met and request that an
extension of time be granted. If an extension of time is not granted, a decision will be made to
grant or deny the mining permit based upon the information currently in the Department's fifes
at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely, r
Ju ith A. Wehner
Assistant State Mining Specialist
Land Quality Section
Enclosures
cc: Mr, Matt Gant, PE

a.
APPLICATION FOR A MINING PERMIT
A table/chart must be provided on the mine ma that clearly lists the approximate acreage of tailings/sediment
ponds, stockpiles, wastepiles, processing areNaul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
Stockpiles
Wastepiles
Processing Area/Haul Roads
Mine Excavation
Other (Explain)
Total Disturbed Acreage
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONS/STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON TBE MINE MAPS.
-5-

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands
or operation during regular business hours for the purpose of making necessary field inspections or investigations as
may be reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59.
LANDOWNER: APPLICANT:
Signature: Signature:*
Print Name: Print Name:
(Title, if applicable)
Company Title:
(If applicable)
Address: Company:
Mine Name:
Telephone: { ) Telephone: (
Date Signed: Date Signed:
*Signature must be the same as the individual who signed Page I of this application.
and reclamation maps, and the appropriate processing fee (see next page for fee schedule) in the form a check
or money order payable to the North Carolina Department of Environment and Natural Resources must be
sent to the Land Quality Section Central Office, at the address listed on the front cover of this application
form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].

BRECEngineering i Planning i Environmental
ill LETTER OF TRANSMITTAL
TO: NCDENR 1 DEMLR I Stormwater Permitting Program
ATTN: Richard L Riddle Jr.
DATE: 0612912015 RECEIVED
JOB NO: 0650022013 JUN a 0 2015
SUBJECT: Stormwater Permit Resubmittal
We are sending you the following:
® Plans ❑ Specifications ❑
❑ Soils Report ❑ Calculations ❑
❑ CD / Disk ❑ Applications u
tQ41 AtO Q}!#i. V
ty~rL* P 9 eWVtiim
Submittals ❑ Permits
Shop drawings ❑ Other
Details
Copies
Descriptions
2
Sets of Plans
Revised Application
1
1
Response Letter
These are transmitted:
❑ Per Your Request
❑ For Signature/Notary
For Your Approval/Comments
❑ For Your Review/Comments
® For Permitting
Revised
❑ For Your Information/Records
0 Please Return
❑ Revise and Resubmit
❑ For Bidding
REMARKS: Let us know if�you
j have any questions, Thank You!
U SIGNED: �1txJU�c� ' cc:
126 ExecutNe Dr., Suite 220 • [e-mail] 336.844,4088
Wilkesboro, NC 28697 www,brec.biz v

RE
BREC
June 29, 2015
JUN 3 o 26Ij
DENR-LAND QUALITY
STORMWATER PERMITTING
NCDENR 1 DEMLR I Stormwater Permitting Program
Richard L Riddle Jr., Stormwater Engineer
1612 Mail Service Center
Raleigh, NC 27699-1612
RE: Comments on Glendale Springs Plant (06/25/2015)
Engineering I Planning I Environmental
Mr. Riddle:
The following responses are pertaining to the email that was received on Thursday, June 25,
2015, Please let us know if you have any further questions or concerns.
1. C) Street address of plant (question 2 of application)
R) The correct street address has been added to the application, please see question 2.
2. C) Correct Latitude and Longitude of plant location (question 4 of application)
R) The correct Latitude and Longitude of the plant location has been added to the
application; please see question 4.
3. C) The "settling pond and stilling basin" needs to be shown on the site diagram as stated
on the answer for Question #10 in the application, page 2 of 4.
R) The settling pond and stilling basin has been added to the plans. Please see C 100 of
the plans.
126 Executive Dr., Suite 220 , [e-mail] ., 336.844.4088 e
Wilkesboro, NC 28697 V www.brec.biz G `.

4. C) Site diagram also needs to show (as listed on checklist on page 4 of 4 of application)
• Storm«rater management structures
• Outline of drainage areas
• Location of stormwater outfalls (application says seven and only one is shown)
corresponding to which drainage areas.
• Runoff conveyance structures
• impervious areas
• Detail about activities taking place in the existing process areas (question 7 B)
R)
• Stormwater management structures — Shown on plans, please see sheet C100
• Outline of drainage areas — Shown on plans; please see sheet C200
• Location of stormwater outfalls (application says seven and only one is shown)
corresponding to which drainage areas. — Corrected on application. Shown on
plans, please see sheet C 100.
• Runoff conveyance structures — Shown on plans, please see sheet C100
• Impervious areas — Shown on plans, please see sheet C300
• Detail about activities taking place in the existing process areas (question 7 B) —
The production of Asphalt paving mix for Highway and Road Construction.
Stockpiled materials are #2 Diesel Stone Aggregate and Liquid Asphalt Cement.
Thanks,
�WY-A
Derek S. Goddard

JUG! 30 2015
DENR-LAND QUALITY
STORh�WATER PERMITTING
A17A
DivWm of Cn aW, A%w ra% and Lind Raouroes
..��
X.and Quality Station
NCDENR
National Pollutant Die Ew=w= Sy*m
annerar.r a.,aa f�.r..s
NCG160M
MOM12FEM
NB OMI Pollutant Disdarye 'E4mtnanon System appiteafion ft coven Me under Gw%eml Permit
4dM tit M for STOIiBlWATER t1 CHMCIES ass d wtth adMtlfes cksstfied as:
SIC 2051 The marndactum ofAsphaft Pav" ffaWUres and Mahe,
And, LEW activities deemed by DEMM to be stm>ar to the procfss, or the exposure of raw
matt k%, frermedWs producta, final pDducb, tyLpnaduc te, or waste mabwiais.
(Posse print or 6Ve)
1) Malitng address of the mnarlo r
Name . A a ala tan Material!
Owner Cult d
Street Aftess 2692
c4tY Boone
• Telephone No 828 2"28
E-mail Address djMdIeDracfrD` ra[luall
2) Location of the fadgly pttal WbV the discharge:
Fac9b Mme Glendale 5 rinds Flan
Faally Cotltaut any rMIP
Street Address
Ctty lendste springs
ODUM
Telephone No. .264-9828
Email,
State �NZia tie
Fax 82s _ 2G�^.
For.
ZIP Code
3) Physical Location trdonmafion,
Mass provide a naaeltwa descrWon of haw to iget to the fatty (use street names, state rand numbers,
distance end dimadon from a madomy InteraecUan). NC t+Y 16 N towards Glendale SOH) tum
on Trading Post ill. Right on o lW Lake Rd., Leftonto GierKWe School Rd+/-1.3 ml on let
(A copy OI 6 60t * M of LWW at ! rr@h tatty cork °n 4�a map`I a rnq*W Part at M awkib-)
36.0 / q • 3� Sl6 23 : g8.g1
4) Latttuda ,.382047.3532 LoN0ude F1vW a'Q156" •. (damrnUMtes,seownds)
5) This NPDES PermttApplicattan appfles to Which of thefotkwhig
® - Now of Proposed FacffW [?ate operaWn b to begin Auqust241 S
C1 Existing
V ftds rtow or pro xmW faamV to iooetsd In one of ace 20 coastal oaunllea, plows = ad the appropdata DEMLIR Regloral
Woe (see page 4) to deter► ** pea 3tfa 3Wmwmfsr t?BrWt is requhd piton to coneftatlom
Pogo 9 of 4
SWU-23i-0300W ; LeirantaeQ WiW4

NCGI60000 MAL
6) Standard Industrial Classification:
Provide the 4 dlgk Standard Industrial Classification Code (SIC Code) that describes the primary Industrial
activity at this facility
SIC Code. 2 9 S 1
7) Services and Actfvltles
a) Provide a brief narrathre description of the types of Industrial acMitles and product
manufactured at Oda facility: (include a site diagram showing the process areas and location of
activities present at this facility.) '-Thevp roduction,of asphalt paving mix for highway and road ponstruction.
Stockpiled materials are #2 Diesel Stone Aggregate and Liquid AsphaltCement
b) Check all activities conducted at this facility.
® Outdoor stockpiling of materials
® Storage of raw materials
® - Storage of materials in above-
ground tames
® Material loading and Unloading
8) Discharge points ! Receiving waters:
® Transport of materials by a conveyor
or front-end loader
❑ Vehlde and equipment maintenance
El Vehicle or Equipment Washing
© Vehicle and equipmentfueting
How many discharge points (d€tches, plpas, channels, curb and gutter, Swale% etc.) convey skxmwater from
ft properly? 1
What is the name of the body or bodies of water (creek, stream, river, take, etc.) that the Willy stormwater
discharges end up In? UT to South New Fork River
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).. - - -
Receiving water ciassfflcatlon (If known): WS-N-HQW
9) Does this facility
a) Have an untreated wastewater discharge? ® No 0 Yes
b) Have a gated wastewater discharge? ® No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? ® No Ci Yes
If yes, Ust the permit number.
d) Have a non -discharge perrnit? 91 No ❑ Yes
If yes, fist the permit number._
e) Dlschwge wastewater too municipal wastewater collection system? ® No i] Yes
If yes, list the municipality and permit number
Note. Stormwater discharge permit MCO160004 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit In addition to coverage for stomrwater discharges under NC6160000.
10) Does this facility employ any best management practices for stormwater control?
❑ No ® Yes (Show any strucztral BMPs on the site diagram.)
if yes, please briefly describe: S -tijing Bond and -..titling basin -along vAth a W tte SWPP and_ _!
contatnn eM areas
6
Rage 2 of 4
SWU-234-030909
last rwtsad i18lIW4

�YF
NCG160000 N.O.I.
` 11) Does this tacitity have a Statmwater pollution Prevention Plan?
®No 11Yes
If yes, when Was It Implemented?
12) Are vehtcWequlpmerrt maintenance acMIes occurring at this facility?
® No ❑ Yes
13) Hazardous Waste:
a) is arts facility a Hazardous Waste Treatment, Storage, or Disposal Facifty't
® No ❑ Yes
b) Is M facility s Small Quantity Generator (leas than 1000 kg_ of hazardous waste generated per month) of
hazardous waste?
® No 11 Yes
c) Is this fadllty a large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
0 No © Yes
d) Is hazardous waste stirred In the 1 t0-year flood plain?
® NO ©Yes if yes, Include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the foltowing Informatlon,
Type(a) of waste:
Now is matarW stored;
Where Is material stored:
How many disposal shipments per year:
Name of transport ! disposal'vendor
Vendor address:
14) Certlficatlon:
North Carolina General Statute 143-215.613 (1) provides that:
Any person who knoWngly makes arty false tUeornent, represenmtIon, or oarittlastion In may vWkab n, moord, report, pian, or other
domment flied or required to ha makylained lamer thle Article or a rule trnom rtting ails Article; or who knowln0}y makes a fete
statement of a material tact to a rulemaking pr000edtng or contested case under tots Article; or who feWfles, tampers whit, ar MowtrtQly
renders iroocurato Any recording or monitoring device or method r+equtred to be operated or maintained under this Arth ie or rides of the
iEnvhonmantM Mw agemer-di CommUon tmplententLN Na ArWe steal be guOty of a Clans 2 misdemewmr wtdch may Include a ffne
not to exceed ten Dxmmrd dollars ($10,000�
I hereby request coverage under the referenced General Permit: I understand that coverage under (his permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same mannet as an
Indtvtdual permit. I certify Thai I am famllisf Wth the Information contalned In this appllcatlan and that to the
best of my krK wic;dge and belief such Information Is true, complete, and aocurate.
/r f-
(Date signed)
This Notice of Intent must be aVornpanled by a check or money order for $100,00 made payable to:
NCDENR
Page 3 of 4
Last mlwd 0RMo/14

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Riddle, Rick L
From:
Riddle, Rick L
Sent:
Thursday, June 25, 2015 1:22 PM
To:
`Derek Goddard`
Cc:
Pickle, Ken
Subject:
Additional Information Request - Glendale Springs Plant
Hello Derek,
This is a request for additional information on your stormwater permit submittal for the Glendale Springs Plant in
Boone, NC. In going through the application and plan for the Glendale Springs site I came across several deficiencies
that need to be addressed so that NCDENR can have a better understanding of what we are permitting. The following is
a list of items that need to be addressed:
• Street address of plant (question 2 of application)
• Correct Latitude & Longitude of plant location (question 4 of application)
• The "settling pond and stilling basin" needs to be shown on the site diagram as stated on the answer for
Question #10 in the application, page 2 of 4.
• Site diagram also needs to show (as listed on checklist on page 4 of 4 of application)
o Stormwater management structures
o outline of drainage areas
a Location of stormwater outfalls (application says seven and only one is shown) corresponding to which
drainage areas.
o Runoff conveyance structures
a Impervious areas
o Detail about activities taking place in the existing process areas (question 7 b)
To better understand the site for permitting, the site diagram needs to show clearly the physical facts of runoff
generation, conveyance, and discharge. After making the corrections above, please mail two full size copies of the
drawings to my attention. NCDENR can continue with processing the application once the above items have been
properly addressed.
Please contact me with any questions or comments.
R,e"zd .Lt. Ruadle G- . St-� 5cgaceen
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
9191807-6375; 919 / 807-6494 (fax)
Website: hnp://portal.ncdenr.or;�/web/Ir/stormwater
E-mail correspondence to and from this address sun• he subject ro the Vorth Carolina Public Records lrnr and may be disclosed io third parties.
From: Derek Goddard [mailto:[e-mail]]
Sent: Wednesday, June 24, 2015 7:59 AM
To: Riddle, Rick L
Cc: Pickle, Ken
Subject: Re: FW: SW Permitting Questions
Thank You.

..
On Tue, Jun 23, 2015 at 4:19 PM, Riddle, Rick L <rick.riddleancdenr.goy> wrote:
Derek,
We did receive the application for Glendale Springs Plant in Boone, NC in Ashe County on June 9. 1 have begun my initial
review and will send you a response shortly with some questions. I will be out of the office until Thursday.
,fir 4m'd -e' Rud& �h.. Sta uatcx giKeoi
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-6375; 919 1807-6494 (fax)
Website: http://portal,ncdenr.ora/web/ir/storrnwater
E-mail correspondence to and from this address may be subject to the ,Vorth Carolina Public Records latit and mqr be disclosed io thirdparnes.
From: Pickle, Ken
Sent: Tuesday, June 23, 2015 4:05 PM
To: Riddle, Rick L
Subject: FW: SW Permitting Questions
Rick,
Did Bradley give you a new NCG16 application for Appalachian Materials?
From: Pickle, Ken
Sent: Tuesday, June 23, 2015 2:15 PM
To: '[e-mail]'
Cc: Weaver, Charles; Bennett, Bradley; Georgoulias, Bethany
Subject: FW: SW Permitting Questions
Hi Derek,
1. On the asphaltplant-, our database does not show any asphalt plant applications (Our General Permit NCG16)
pending in Ashe County under the key words, *Appalachian* or *Materials*.

a. Let's explore a little to see if we can find it: Who did you mail it to? When did you send it to us?
b. Is it possible that the application might have come in under a different company name?
c. This is a new application, right? I mean, it was not a renewal of permit coverage already existing,
right?
d. Are you sure about Ashe County?
e. Applications come into my boss who typically logs them in the same day we receive them. So,
chances are we don't have it yet. I've copied Bradley just in case he has received it, but not yet logged it
into our database.
2. On the sand dredging operation: That General Permit NCG52 is administered by my brothers and sisters in the DWR
NPDES wastewater unit, not by us in the DEMLR Stormwater Permitting Program. I've copied Charles Weaver in that
unit so that he can respond to you definitively. I can see on the face of the permit that, yes, it is expired, But, whether
you have the current copy of the permit, or whether there are any other relevant aspects I couldn't say. Charles can
help you with that.
Sorry that I can't be more help immediately: Please get back to me and I'll respond to any additional information you
have on the asphalt company application.
Ken
From: Derek Goddard [mailto:derek brec.biz
Sent: Tuesday, June 23, 2015 10:29 AM
To: Pickle, Ken
Subject: SW Permitting Questions
Ken,
I hope you are well. I have 2 separate questions for you:
1. Can you tell me the Status of the Appalachian Materials Industrial SW Permit application for an Asphalt
Plant in Ashe County, NC? We are in sort of a time crunch and was hoping to get that turned around rather
quickly. Please advise.

2. I have attached a copy of an industrial SW permit for Sand Dredging in Rowan County. Carolina Sand -
Grants Creek Sand Mine. The permit has expired can you tell me if it has been renewed and if so can you send
me a copy of the new permit_
Thanks
Derek
"Please vote our change of address as of 2/1/2015.
Derek Goddard, PLS, GISP
1:3sgam
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336.844.4088
828.964.9349 Cell
www.brec.biz
derekAbrec,biz
Confidentiality Notice:
This E-Mail transmission {and/or the documents accompanying it (Attached or uploaded to the BREC, P.A.
server) may contain information belonging to the sender and/or intended recipient which is confidential,
privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of
the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any
disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is
strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by
return E-Mail or telephone to arrange for return of its contents including any documents.

"Please note our change of address as of 2/1/2015.
Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336,844,4088
828.964.9349 Cell
www.brec.biz
[e-mail]
Confidentiality Notice:
This E-Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A.
server) may contain information belonging to the sender and/or intended recipient which is confidential,
privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of
the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any
disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is
strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by
return E-Mail or telephone to arrange for return of its contents including any documents.

I*,0011'Division of Energy, Mineral, and Land Resources
��. Land Quality Section
NCDENRNational Pollutant Discharge Elimination System
NpRN e.ww., oeww.wo.
EMA,\biw[w1 IwO NCVih_ fESaiRC[f
NCG160000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG160000 for STORMWATER DISCHARGES associated with activities classified as:
tt
SIC 2951 The manufacture of Asphalt Paving Mixtures and Blocks,
And, Like activities deemed by DEMLR to be similar in the process, or the exposure of raw
materials, intermediate products, final products, by-products, or waste materials.
(Please print or type)
1) Mailing address of the owner/operator
Name Appalachian P
Owner Contact
Street Address
City
Telephone No.
E-mail Address
PO Box 2692
Boone State NC ZIP Code 28607
828 264-9828 Fax: [phone]
dicedlec@radf rd uarries.com
2) Location of the facility producing the discharge:
Facility Name Glendale Springs Plant
Facility Contact Danny Cecile
Street Address PO Box 2692
City Bogne State NC Zip Code 28667
County Ashe
Telephone No. 828 264-9828 Fax: [phone]
Email N/A
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). NC Hwy 16 N towards Glendale Springs, turn right
on Tradincl Post Rd., Riclht onto JW Luke Rd., Left onto Glendale School Rd., +/- 1.3 mi on left.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 36° 22' 53.7594" Longitude -81° 23' 48.84" (degrees, minutes, secon C: sCD
'Jbt . (;� 9 2015
5) This NPDES Permit Application applies to which of the following :
U Us# 201 flENR-f h:. n
R New or Proposed Facility' Date operation is to beginA
µ 9 §Tnoe+����. _ 0fJALJ Ty
O Existing ,-R'Yit1T[i�
'If this new or proposed facility is located in one of the 20 coastal counties, please contact the appropriate DEMLR Regional
Office (see page 4) to determine if a State Stormwater Permit is required prior to construction.
Page 1 of 4
S W U-231-030909
Last revised 9110114

r-
1P
NCG160000 N.O.I.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code_ 2 9 5 l
7) Services and Activities
a) Provide a brief narrative description of the types of industrial activities and products
manufactured at this facility: (Include a site diagram showing the process areas and location of
activities present at this facility.) Construction of asphalt and paving materials
b) Check all activities conducted at this facility.
Xi Outdoor stockpiling of materials X Transport of materials by a conveyor
-X Storage of raw materials or front-end loader
Xi Storage of materials in above- ❑ Vehicle and equipment maintenance
ground tanks ❑ Vehicle or Equipment Washing
X, Material Loading and Unloading ❑ Vehicle and equipment fueling
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, curb and gutter, swales, etc.) convey stormwater from
the property? 7
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? UT to South New Fork River
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): W5-IV-HQW
9) Does this facility
a) Have an untreated wastewater discharge? ® No ❑ Yes
b) Have a treated wastewater discharge? ® No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? ® No ❑ Yes
If yes, list the permit number_
d) Have a non -discharge permit? ® No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? ® No ❑ Yes
If yes, list the municipality and permit number
Note: Stormwater discharge permit NCG160000 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit in addition to coverage for stormwater discharges under NCG160000.
10) Does this facility employ any best management practices for stormwater control?
❑ No ® Yes (Show any structural BMP's on the site diagram.) )� N&4 5
4wo
If yes, please briefly describe: Settling pond and stilling basin- along with a written SWPP and
containment areas N 1-1
ALIv IU4
Page 2 of 4
SWU-234-030909 Last revised 09/10/14

NCG160000 N.O.I.
11) Does this facility have a Stormwater Pollution Prevention Plan?
® No ❑ Yes
If yes, when was it implemented?
12) Are vehicle/equipment maintenance activities occurring at this facility?
® No ❑ Yes
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
IN No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
® No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.613 (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit. I certify that I am familiar with the information contained in this application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: J ,: -CPC, • ( �e_. _
of Applicant)
LA-Ar
(Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 3 of 4
SWU-234-030909
Last revised 09/10/14

NCG160000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items Have been included.
Please do not ask us to "hold" an incomplete application in anticipation of a check under separate cover.
❑ Check for $100 made payable to NCDENR
❑ This completed application signed by the applicant, and all supporting documents
❑ A site diagram showing, at a minimum, (existing or proposed): X
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
(corresponding to which dra�age areas), (d) runoff conveyance structures, (e) areas where materials are
stored, (f) impervious areas, (g) site property lines, (h) vehicle and equipment maintenance, blasting,
painting, and washing areas, and (i) location of activities listed in 7b. X
❑ Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Please mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral, and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Please note:
The submission of this document does not guarantee the issuance of NPDES permit coverage.
For questions, please contact the DEMLR Regional Office for your area.
To visit our website please go to http://PortaLncdenr.or4/weblir/stormwater
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9220
Page 4 of 4
SW U-234.030909
Last revised 09/10/14

4
Compliance Inspection Report
Permit: NCG160220 Effective: 08/25/15 Expiration: 09/30/19 Owner: Appalachian Materials LLC
SOC: Effective: Expiration: Facility: Glendale Springs Plant
County: Ashe PO Box 2692
Region: Winston-Salem
Boone NC 28607
Contact Person: Danny Cecile Title: Phone: [phone]
Directions to Facility:
NC Hwy 16 N towards Glendale Springs, turn right on Trading Post Road, right onto JW Luke Road, left onto Glendale School
Road, 1.3 mile on left.
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05124/2017 EntryTime: 11:00AM Exit Time: 11:10AM
Primary Inspector: Paul Williams Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Asphalt Paving Mixture Stormwater Discharge COG
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permlt: NCG160220 Owner - Facility: Appalachian Materials LLC
Inspection Date: 05124/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This facility has not been constructed at the time of this inspection.
Page: 2

Permit: NCG160220 Owner- Facility: Appalachian Materials LLC
Inspection Dale: 05/24/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
❑
❑ ❑
# Does the Plan include a General Location (USGS) map?
❑
❑ ❑ 0
# Does the Plan include a "Narrative Description of Practices"?
❑
❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑ ❑ M
# Does the facility provide all necessary secondary containment?
❑
❑ ❑ ■
# Does the Plan include a BMP summary?
❑
❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑
❑ ❑ 0
# Does the facility provide and document Employee Training?
❑
❑ ❑
# Does the Plan include a list of Responsible Party(s)?
❑
❑ ❑
# Is the Plan reviewed and updated annually?
❑
❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
❑
❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑
❑ ❑ 0
Comment:
Qualitative Monitorinq Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ❑ ❑
Comment:
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑ ❑ M
# 1f the facility has representative outfall status, is it property documented by the Division? ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ M
Comment:
Page: 3

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APPALACHIAN MATERIALS, LLC
PO BOX 3613
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0650022013
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SCALE:
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©COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUMSHABLE BY FINES UP TO $100,000 PER OFFENSE.

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JUN 0 9 2015
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NCG160000 N.O.i.
Final Checklist
This application will be returned as incomplete unless all of the following Roma: have been Included.
Please do not ask us to Rhold"'an Incomplete application In anticipation of a check under separate cover.
❑ Check for $100 made payable to NCDENR
❑ This completed application signed by the epppcant, and all supporting documents
❑ A site diagram showing, at a minimum, (e)isting or proposed): .
(a) outline of drainage areas, (b) stormwatsr management structures, (c) location of stormwater outfalis
(corresponding to which drainage areas), (d) runoff conveyance structures, (a) areas where materials are
stored, (f) Impervious areas, (g) site property lines, (h) vehicle and equipment maintenance, blasting.
painting, and washing areas, and 0) location of activities listed In 7b.
❑ Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Please mall the entire package to:
5tormwater Permitting Program .
Division of Energy, Mineral, and Land Resources
1612 Mail 5ervlce Center
Raleigh, North Carolina 27699-1612
Please note•
The submission of this document does not guarantee the Issuance of NPDES permit coverage.
For questions, please contact the DEMLR Regional Office for your area.
To visit our websfte please go to hitpJ/porfAncdenr ormWebAr/stormwater
DEMLR Resalonal Office Contact Information:
Asheville Office—...
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office...
[phone]
Winston-Salem .....
[phone]
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LICENSE: C-3576
CITY/TOWN: GLENDALE SPRINGS, NC
ENGINEER:
BLUE RIDGE ENVIRONMENTAL
CONSULTANTS, PA
126 EXECUTIVE DRIVE, SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP
(ASHE COUNTY)
SHEET INDEX:
COOO COVER SHEET
C100 STORMWATER PERMIT APPLICATION
C200 DRAINAGE AREA MAP
C300 IMPERVIOUS MAP
C900 DETAIL
C901 DETAIL
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SHEET SIZE:
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DATE:
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PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
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SCALE:
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SHEET:
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COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

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1. SITE IS GRADED AS DEPICTED BASED ON ACTUAL GROUND
TRUTH SURVEY
PERMANENT STORMWA TER BASIN - DISCHARGE POINT # 1
1. DA = 4.41 ACRES
2. DU = 4.41 ACRES
3. tc = 5 minutes
4. i = 7.69
5. C = 0.6
6. Q25 = CIDA = (0.6)(7.69)(4.41) = 20.35 ft3/s
= 2 =
2
7. SA 325 3 5 20.35 6,614 ft
req Q25 ( )( )
8. Vreq = 1800DU = (1800)(4.41) = 7,938 ft'
9. L: W = 3.0
10. depth = 3.0
11. W=47ff->L=141ft
12. SApvd = (47)(141) = 6,627 ft2
13. V =16,641ft'
14. VP_va 2�= 11,814 ft'
gyrop 15. Tdewarer' 3 days
16. Qdewater = V(C_u top 2 VTdewater= 3,938 fi3/d
17. Baffles:
a. B, = 0.35L = (0,35)(141) = 49 ft
b. B2 = B, + 0.25L = 49 + (0.25)(141) = 85 ft
c. B3 = B2 + 0.25L = 85 + (0.25)(141) = 120 ft
CLEAN WATER DIVERSION #1 CALCULATIONS
1. S = 0.415 fit
2. b=1ft, Z=2fit, Q=2.31ft3/s
3. Liner = CLASS B RIPRAP
4. Salve Qrl(1.4M)- AR32 = 0 by trial and error, drrormat = 0.1 ft
5. R= A/Pw=0.2811.76=0.16ft
6. To = yRS = (62.4)(0.16)(0.42) = 4.19 IbA2 < Tp
CLEAN WATER DIVERSION #2 CALCULATIONS
1. S = 0.28 ft/ft
2. b = 1 ft, Z = 2 ft/ft, 0 = 39.03 ft3/s
3. Liner = CLASS B RIPRAP
4. Solve Qrl(1.494S)- A13 = 0 by trial and error, dnormat = 0.1 ft
5. R = AIR, = 2.4213. 96 = 0,61 ft
6. To = yRS = (62.4)(0.61)(0.28) = 10.66IbSIt2 < Tp
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LSTORMWATER PERMIT APP
PREPARED FOR:
APPALACH IAN MATERIALS, LLC
PO BOX 3613
BOONE, NC 28607
DATE: REVISIONS:
SHEETSIZE:
24"x36"
DATE;
06I05l2015
PROJECT NUMBER:
0650022013
DRAWN BY:
V.WiLKS
APPROVED BY
SCALE:
1" = 40' (H)
(V)
SHEET:
C100
©COPYRIGHT 2015 BY BREC, PA, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED ANC IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, P'.NISHABLE BY FINES UP TO $100,000 PER OFFENSE

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BUILT UPON AREA TABLE
TOTAL SITE ACREAGE
BUILT UPON ACREAGE
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UPON AREA
31.912 ACRES
4.90 ACRES
15.35%
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SPILL CONTAIMENT AREA
VARIES
— — — — — — — — — — — — — — — — — — — — — — — —
4 a.
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6" 4000 PSI
CONCRETE PAD
4" STONE
NOTE- CONCRETE SPILL CONTAINMENT AREA MUST BE UTILIZED FOR THE
STORAGE OF LIQUID ASPHALT CEMENT AND NO.2 DIESEL
E & SC TEMPORARY SEEDING SCHEDULE
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-MAY 15)
SPECIES RATE (LBIACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15-AUGUST 15)
SPECIES RATE (LBIACRE)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL AUGUST 15-DECEMBER 15
SPECIES RATE (LBIACRE)
RYE GRAIN 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LBIACRE IN THE FALL.
MULCH
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LBIACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
15, OVERSEED WITH 50 LBIACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
E & SC PERMANENT SEEDING SCHEDULE
CONCRETE OR
CM U WALLS
SOIL PREPARATION:
SOIL TEST- SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LBIACRE)
MAINTENANCE
KENTUCKY BLUEGRASS 100
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
TALL FESCUE 20
MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10
IMMEDIATELY.
SERICEA LESPEDEZA 5
KOREAN LESPEDEZA 5
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
SEEDING NOTE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LBIACRE.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PLANTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LBIACRE GERMAN MILLET OR 15 LBIACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LBIACRE RYE GRAIN. IT MAY BE
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
SEEDING DATES BEST POSSIBLE
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
MAR 1 -APR 1 MAR 1- MAY 10
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15-AUG 30
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
MAR 20 - APR 20 MAR 5-MAY 15
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
AND EAST FACING SLOPES.
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL, IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5-10-10 FERTILIZER.
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
MULCH
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
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C900
STEP 1 - SITE PREPARATION
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY V CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
Fva, BLANKET 2
BLANKET 3
3
C900
i GROUND
SURFACE
FIGURE B - PROFILE VIEW
FIGURE F- PROFILE VIEW
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F FIGURE E
FIGURE B/ t
FIGURE C FIGURE E FIGURE C
-- / =:=BLANKET 3
\ FIGURE C r / • R ,
� BLANKET
> > FIGURE F
BLANKET 2
• A 1 ., � ., ^ w � r ••- •• • GROUND ._ __ :�• � � -•�=
SURFACE. 1
r L FIGURE B/
w w FIGURE E
-5IGURE D f
BLANKET 3
GROUND
SURFACE
FIGURE I
_ SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8 OR 4
*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8' WIDTH) REQUIRED - WIDE BLANKET SHOWN
FIGURE A - BED INSTALLATION
FLOW
3„
BLANKET 1 BLANKET 2
GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
RIPRAP CHANNEL
CURLEX III OR
APPROVED EQUAL
EE
I�—
TRAPEZOIDAL RIPRAP CHANNEL
OR 4' WIDTH) REQUIRED -WIDE BLANKET SHOWN
FIGURE E
8" 4" FIGURE H - SLOPE INSTALLATION
GENERAL NOTES:
1. TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES
PROHIBIT VEGETATIVE LININGS
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
DESIGN PROCEDURE.
3. PLEASE REFER TO NCESCPDM SECTION 96.31 FOR ADDITIONAL
DESIGN SPECIFICATION REGARDING RIPRAP AND PAVED
CHANNELS.
CLASS 2 RIPRAP (MIN. D50 = 12")
W/ WOVEN GEOTEXTILE
0 COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
X - DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
1. _x_ I"
1 " .-x_ 1 "
FIGURE
E- PLAN
VIEW
CRITICAL POINT
CRITICAL POINT
TERMINAL END
GROUND
SURFACE I GROUND
SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
PREPARED FOR:
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SKIMMER SEDIMENT BASIN
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EMERGENCY
SPILLWAY
- "C" ENCLOSURE
WATER ENTRY
UNIT
PVC END PVC VENT SCHEDULE 40
CAP
PVC ELBOW PIPE PVC PIPE
WATER SURFACE
0 00 PVC END (PERMANENT POOL)
CAP
PVC PIPE ORIFICE
112" HOLES IN SCHEDULE 40 PLATE
PVC TEE UNDERSIDE PVC PIPE �a PVC TEE
FLEXIBLE
A HOSE 6
BOTTOM SURFACE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL "TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. Do NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6, LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED, EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
2
C901
ROCK DOUGHNUT INLET PROTECTION
1.5' CROSS-SECTION 3.75'
VIEW
GENERAL NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. GRADE SHALLOW DEPRESSION UNIFORMLY TOWARDS THE INLET WITH SIDE SLOPES NO GREATER THAN
2:1. GRADE A 1-FOOT WIDE LEVEL AREA SET 4 INCHES BELOW THE AREA ADJACENT TO THE INLET.
3. INSTALL THE CLASS B OR CLASS I RIPRAP IN A CIRCLE AROUND THE INLET THE MINIMUM CREST WIDTH
OF THE RIPRAP SHOULD BE 18 INCHES, WITH A MINIMUM BOTTOM WIDTH OF 7.5 FEET. THE MINIMUM
HEIGHT OF THE STONE IS 2 FEET.
4, THE OUTSIDE FACE OF THE RIPRAP IS THE LINED WITH 12 INCHES OF NCDOT #5 OR #57 WASHED STONE.
MAINTENANCE NOTES:
1. INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112"
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT FROM THE SEDIMENT
POOL AREA WHEN THE VOLUME IS DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL APPROPRIATELY.
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT REMOVAL. REMOVE
DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED WITH WIRE
MESH THE MESH SHOULD BE CLEANED OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF
THE DROP INLET. SMOOTH AND COMPACT IT AS NEEDED.
5. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER.
4
C901
6
C901
�- T
d
e
CRASS -LINED CHANNEL
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.30 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
GRASS LINED CHANNELS.
TRIANGULAR "V"
X-SECTION AREA (A) = Zd 2
TOP WIDTH (T) = 2dZ
Z=a
PLAN VIEW
PARABOLIC
X-SECTION AREA (A) = 3 Td
TOP WIDTH (T) = �d
TRAPEZOIDAL
X-SECTION AREA (A) = Bd + Zd 2
TOP WIDTH (T) = B + 2dZ
Z=d
TEMPORARY GRAVEL CONSTRUCTION
GENERAL NOTES: ENTRANCE-
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL
ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC STREETS OR EXISTING PAVEMENT. THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHOULD BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A
THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL
CONSTRUCTION ENTRANCES/EXITS.
50' MIN
6" MIN PUBLIC STREET
EXISTING GROUND , ,.
- SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
50' MIN
0 COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
3
C901
CHECK DAM
12" OF NCDOT #5 OR #57
GENERAL NOTES: 1 5' WASHED STONE
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO
SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. 2
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE 2' MAX 1
FLOW
OF THE UPSTREAM DAM AT THE SAME ELEVATION AS DOWNSTREAM AT CENTER'
DAM (SEE DIAGRAM BELOW). CLASS B RIPRAP
4. PLEASE REFER TO NCESCPDM SECTION #6.83 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING CHECK DAMS.
4' TO 6' � FILTER CLOTH
CROSS SECTION VIEW
5
C901
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GENERAL NOTES:
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3. PLEASE REFER TO NCESCPDM SECTION #6.21
FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING PERMANENT DIVERSIONS.
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0 COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PINISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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SPILL CONTAIMENT AREA
VARIES
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E & SC TEMPORARY SEEDING SCHEDULE
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SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-MAY 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15-AUGUST 15)
SOIL PREPARATION:
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THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
GERMAN MILLET 40
NEEDED AMOUNTS OF FERTILIZER AND10R LIME.
OR
TALL FESCUE 50
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
FALL (AUGUST 15-DECEMBER 15)
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
SPECIES RATE (LBIACRE)
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
RYE GRAIN 120
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE TO 1000 LBIACRE IN THE FALL.
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MULCH
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
MULCH ANCHORING TOOL.
MAINTENANCE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LBIACRE OF
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
15, OVERSEED WITH 50 LBIACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
E & SC PERMANENT SEEDING SCHEDULE
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LBIACRE)
MAINTENANCE
KENTUCKY BLUEGRASS 100 REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
TALL FESCUE 20 MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10 IMMEDIATELY.
SERICEA LESPEDEZA 5
KOREAN LESPEDEZA 5 SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
SEEDING NOTE (PHOSPHORUS POTASSIUM CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LBIACRE.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LBIACRE GERMAN MILLET OR 15 LBIACRE TALL
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LBIACRE RYE GRAIN. IT MAY BE
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
SEEDING DATES BEST POSSIBLE
BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15
MAR 1 -APR 1 MAR 1- MAY 10
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15-AUG 30
MAR 20 - APR 20 MAR 5-MAY 15
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE
GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5-10-10 FERTILIZER.
MULCH
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP, A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES,
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
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C900
STEP 1 - SITE PREPARATION
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET, THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
BLANKET 3
BLANKET 2
= I " GROUND
SURFACE
FIGURE B - PROFILE VIEW
FIGURE F- PROFILE VIEW
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C900
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APPROVED EQUAL
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F
FIGURE E
FIGURE BI 71.'
FIGURE C
FIGURE E
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FIGURE I
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*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL
*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8'
(8' OR 4'
WIDTH) REQUIRED - WIDE BLANKET SHOWN
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN
FIGURE A - BED INSTALLATION
•
BLANKET 1 BLANKET 2
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GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
RIPRAP CHANNEL
TRAPEZOIDAL RIPRAP CHANNEL
GENERAL NOTES:
1. TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES
PROHIBIT VEGETATIVE LININGS
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
j = DESIGN PROCEDURE.
/ 3. PLEASE REFER TO NCESCPDM SECTION #6.311 FOR ADDITIONAL
DESIGN SPECIFICATION REGARDING RIPRAP AND PAVED
CHANNELS.
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WI WOVEN GEOTEXTILE
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FIGURE E
FIGURE H - SLOPE INSTALLATION
X - DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
8°
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FIGURE E- PLAN
VIEW
CRITICAL POINT
CRITICAL POINT
TERMINAL END
GROUND - :6
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SURFACE
SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
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PREPARED FOR:
APPALACHIAN MATERIALS, LLC
PO BOX 3613
BOONE, NC 28607
DATE: REVISIONS:
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SHEET SIZE:
24" 46"
DATE:
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PROJECT NUMBER:
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1
C901
PL
INFLOW
AVERAGF_
WIDTH
' AREA OF 1
SURFACE/
PRIMARY S
INFLOW
SKIMMER SEDIMENT BASIN
RGENCY
_LWAY
1'FREEBOARD
BAFFLES 6" MIN. INVERT ELEV. OF
EMERGENCY SPILLWAY EMBANKMENT
2' DEWATERING EMERGENCY
ZONE = j� SPILLWAY
CA i - V:I;
_FILTER FABRICTSEDIMENT ASONRY BLOCK TO
STORAGE ZONE PREVENT SUBMERSION
CROSS-SECTION VIEW
ARM ASSE"" "
PERSPECTIVE VIEW
PVC END
CAP _ PVC ELBOW
00 C a �� P F END
PVC PIPE
112" HOLES IN
PVC TEE UNDERSIDE
FLEXIBLE
HOSE
WATER SURFACE
'ERMANENT POOL)
SCHEDULE 40
PVC PIPE
6
- "C"ENCLOSURE
WATER ENTRY
UNIT
2
C901
ROCK DOUGHNUT INLET PROTECTION
1 5' CROSS-SECTION 3.75'
I VIEW
GENERAL NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. GRADE SHALLOW DEPRESSION UNIFORMLY TOWARDS THE INLET WITH SIDE SLOPES NO GREATER THAN
2:1. GRADE A 1-FOOT WIDE LEVEL AREA SET 4 INCHES BELOW THE AREA ADJACENT TO THE INLET.
3. INSTALL THE CLASS B OR CLASS I RIPRAP IN A CIRCLE AROUND THE INLET THE MINIMUM CREST WIDTH
OF THE RIPRAP SHOULD BE 18 INCHES, WITH A MINIMUM BOTTOM WIDTH OF 7.5 FEET. THE MINIMUM
HEIGHT OF THE STONE IS 2 FEET.
4. THE OUTSIDE FACE OF THE RIPRAP IS THE LINED WITH 12 INCHES OF NCDOT #5 OR 957 WASHED STONE.
MAINTENANCE NOTES:
I. INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112"
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT FROM THE SEDIMENT
POOL AREA WHEN THE VOLUME IS DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL APPROPRIATELY.
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT REMOVAL. REMOVE
DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED WITH WIRE
MESH THE MESH SHOULD BE CLEANED OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF
THE DROP INLET. SMOOTH AND COMPACT IT AS NEEDED.
5. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER.
4
C901
T
GRASS -LINED CHANNEL
PVC VENT SCHEDULE 40 d
PIPE PVC PIPE
e
PVC TEE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
ORIFICE
PLATE
BOTTOM SURFACE
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME. DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS, THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11, AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
6
C901
d
T
i
PLAN VIEW
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION 96.30 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
GRASS LINED CHANNELS.
TRIANGULAR "V"
X-SECTION AREA (A) = Zd2
TOP WIDTH (T) = 2dZ
Z=�
PARABOLIC
X-SECTION AREA (A) = 3 Td
TOP WIDTH (T) = ld
TRAPEZOIDAL
X-SECTION AREA (A) = Bd + Zd2
TOP WIDTH (T) = B + 2dZ
Z=a
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL
ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC STREETS OR EXISTING PAVEMENT. THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHOULD BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A
THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL
CONSTRUCTION ENTRANCES/EXITS.
50' MIN
r 6" MIN PUBLIC STREET
EXISTING GROUND -
50' MIN
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
© COPYRIGHT 2015 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
3
C901
CHECK DAM
12" OF NCDOT #5 OR #57
GENERAL NOTES: � 1 5' � � WASHED STONE
1, RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO
SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. 1 1 w.s? s'
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE 2' MAX y FLOW
OF THE UPSTREAM DAM AT THE SAME ELEVATION AS DOWNSTREAM AT CENTER' �.
DAM (SEE DIAGRAM BELOW). l CLASS B RIPRAP
4. PLEASE REFER TO NCESCPDM SECTION #6.83 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING CHECK DAMS. 4' TO 6' FILTER CLOTH
MAXIMUM SPACING
A_ B
EXISTING GROUND
A AND B ARE AT EQUAL ELEVATIONS
5
C901
KEYED
RIPRAP
r 9" MIN
FRONT VIEW
PERMANENT (CLEAN WATER) DIVERSION
2' MIN 6" FREEBOARD
STEEP GUT
OR FILL SLOPE
2:1 SLOPE
(MAXIMUM)
B
GENERAL NOTES:
3. PLEASE REFER TO NCESCPDM SECTION #6.21
FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING PERMANENT DIVERSIONS.
h 2
PREPARED FOR:
APPALACHIAN
PO BOX 3613
BOONE, NC 286
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