NCG140361_COMPLETE FILE - HISTORICAL_20110819

--STORMWATER DIVISION CODING SHEET
RESCISSIONS.
PERMIT NO..
NC(l D 3
DOC TYPE
COMPLETE FILE - HISTORICAL
DATE OF
RESCISSION
❑ b
YYYYMMDD

Beverly Eaves Perdue
Governor
T
North Carolina Department of Environment and Natural Resources
Division of Water Quality,
Coleen H. Sullins
Director @,>.
August 19, 2011
Mr. Glenn Latham
Black Mountain Concrete Ready Mix
130 Stroud Valley Road
Black Mountain, NC 28711
Dear Mr. Latham:
ULl
Dee Freeman
Secretary
AUG 2 3 2011 i
WA -,ER OUALrrY SECTION
Subject: General Permit No. NCG140000
Black Mountain Concrete
Permit Rescission: NCG140361
Buncombe County
I have enclosed your permit and cover letter for NCG1400000 - COC#
NCG140361. If your facility no longer needs this permit, please return the enclosed
permit rescission form - this will expedite the process and you will no longer be billed
for this pernut. I have addressed the enclosed envelope to DWQ for your convenience.
If you have any questions concerning this, please contact me at telephone
number [phone] or at [e-mail].
Sincerely,
jennifer .Jones
cc: Asheville Regional Office, Chuck Cranford
Central Files
Stormwater Permitting Unit Files
Wetlands and Stomiwater Branch ..�1., 1._ 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NOnl LL1C�T.olllla
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 roll
Phone: [phone] FAX: [phone] Customer Service: 1877-623-6748 Naturally1/
InterneC mm.navaterquality.org
An Equal Opportunity I Affirmative Action Employer

& •.1
July 14, 2006
Mr. Glenn Latham
Black Mountain Concrete Ready Mix
2493 U.S. Highway 70
Swannanoa, NC 28778
Michael F. Easley, Covernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality"
�1IF
J U L 1 9 2006 l
�WATER OUAL.11 .' SECIION 1
H(3HEVR1_[ REO'OtiAL OFFICE
Subject: General RerMi ,No: NCG140000
Black Mountain Concrete Ready Mix
COC No. NCG140361
Buncombe County
Dear Mr. Latham:
In accordance with your application for a discharge permit received on May 19, 2006, we
are forwarding herewith the subject certificate of coverage (COC) 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 U.S Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
Please note that this COC does not allow discharge from the irrigation of raw
material stockpiles, which is defined as a wastewater, from this site. This stipulation is a
result of the information presented in the application and gathered during technical review of
your request for an authorization to construct wastewater treatment system(s) at this plant.
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
An Authorization to Construct treatment facilities has been issued concurrently with
this COC. The Asheville Regional Office, telephone number [phone], shall be notified
at least forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
_arohna
IVN
aturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Intemet* www.ncwaterquality ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% RecyGed110% Post Consumer Paper
Customer service
1-877-623-6748

r. ^,Mr. Glenn Latham
Black Mountain Concrete Ready Mix
NCG 140361
July 14, 2006
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the NPDES Permit, the associated
Authorization to Construct, and the approved plans and specifications. Please mail the
certification (attached) to the Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh,
NC 27699-1617.
One (1) set of approved plans and specifications is being forwarded to you. The Permittee
shall maintain a copy of the approved plans and specifications on file for the life of the facility.
If you have any questions concerning this permit or Authorization to Construct, If you have any
questions concerning this permit, please contact Bethany Georgoulias at telephone number (919)
733-5083 ext. 529.
Sincerely,
Alan W. Klimek, P.E.
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files
enclosure

Ai
vu. uicun Lamam
Black Mountain Concrete Ready Mix
NCG 140361
July 14, 2006
Engineer's Certification (COC No. NCG140361)
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically, weekly, fill time) the
construction of the project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the following installations:
Construction of a process wastewater recycle system at the Black Mountain Concrete
Ready Mix site.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Mail this Certification to:
Registration No.
Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140361
STORMWATER AND PROCESS WASTEWATER 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,
Glenn Latham
is hereby authorized to construct and operate a process wastewater treatment system, and is
hereby authorized to discharge process wastewater (excluding discharge from the wetting of raw
material stockpiles) and stormwater from a facility located at
Black Mountain Concrete Ready Mix
2493 U.S. Highway 70
Swannanoa
Buncombe County
to receiving waters designated as the Swannanoa River (through the NC DOT separate storm
sewer system), a class C water in the French Broad River Basin, in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, and
VI of General Permit No. NCG 140000 as attached.
This certificate of coverage shall become effective July 14, 2006.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 14, 2006.
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

M
LOCATION MAP
Latitude: 35°36'08" NCG140361 Facility ,:"
Longitude:82°23'29"
County: Buncombe Black Mountain Location
Stream Class: C Concrete Ready Mix
Receiving Stream: Swannanoa River
Sub -basin: 04-03-02 (French Broad River Basin) 64ro-ttk WAILE 1:24,000

f
NARRATIVE REPORT
for
NPDES General Permit NCG140000
for
Black Mountain Concrete Ready Mix
J013 4182806
Issue Date: May 17, 2006
Prepared for:
BLACK MOUNTAIN CONCRETE READY MTX
2493 U.S. Hwy 70
Swannanoa, North Carolina 28778
[phone]
Prepared fiy:
c.9 •i ,a ■
ENGINEERING,Pi—LC
17 Arlington Street
Asheville, NC 28801
(828)2324700
: 031615

PROJECT DESCRIPTION
This project consists of the permitting of stormwater and wastewater discharge from a concrete
ready mix plant located in Swannanoa, North Carolina.
SITE DESCRIPTION
The site consists of mostly cleared 1.0 acre parcel located 2493 U.S. Hwy 70. The site currently
consists of an operating ready -mix plant with associated equipment, buildings, & infrastructure.
Site topology is mainly level with cut banks at the south and east boundaries. The site slopes
from the cut banks to the northwest_ The lowest area is at the northwest corner along U.S. Hwy.
70.
PURPOSE
The purpose is to obtain a NPDES General Discharge Permit NCG 140000 to discharge
stormwater and wastewater under the National Pollutant Discharge Elimination System (NPDES)
and to obtain an Authorization to Construct (ATC) to implement the necessary infrastructure to
comply with NPDES requirements.
The existing site layout and operating configuration was verified through a current site survey and
visual site inspection. A meeting was conducted on site with the owner, Asheville Division of
Water Quality Regional Office representative, and our office. Current site deficiencies were
noted. Engineering plans have been prepared to bring current site con Figuration to NPDES
permit compliance.
FINDINGS
To comply with NPDES requirements, Brooks & Medlock Engineering, PLLC (BME) has
provided engineering plans dated May 19, 2006 that depicts the necessary infrastructure required.
Effluent limits for the current site configuration can be achieved through a recycle system and a
water mass balance. The truck washdown area has been graded to allow all site wastewater to be
collected in a single small basin area; all other surface water will bypass the wastewater basin and
be treated as stormwater. The stockpile areas are located within the slonnwater basin area and
consist of nnaterial that has already been washed and will not be wetted down_ The truck
washdown area will collect all material from the truck and dam washdown into a ramped
wastewater collection basin that will allow all heavy material and settable solids to settle out.
Wastewater will be skimmed from the top and flow into a 3,000 gallon storage tank. Wastewater
from the 3,000 gallon tank will be pumped by manual control panel operation to an existing
12,331 gallon storage tank used for concrete production. A high water alarm will be installed to
warn when the tank reaches 850/, capacity. The 3,000 gallon storage tank has been sized from
calculations for the 25 year, 24 hour storm event and maximum daily water use classified as
wastewater. Calculations have been provided as Attachment "A". From the calculations
provided there is a water balance deficit of 814 gallons, therefore all recycle water is used in the
manufacture of concrete yielding a 0 discharge of wastewater effluent. All total suspended solids
and pH are contained on site and reused for concrete. The existing 12,331 also provides
additional storage above requirements. As an additional protection of settable solids for the
stormwater basin a retention pond has been provided. All stormwater will be collected and
pumped into the 12,331 gallon storage tank as needed. A Stonmwater Pollution Prevention Plan
(SPPP) will be written as required by the NPDES permit in concurrence with the proposed plan.

�i
BROOKS&MEDLOCK
ENG I NEER ING, PLLC
Phone [phone] Fax [phone]
Project Name: mac. Project #:
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L ;*-W7AA Division of Water Quality! Surface Water Protection
NC®ENR National Pollutant Discharge Elimination System
avmrro... ownnwor
NCG140000
FOR ACENCr USE OMY
cl Rxetvad
Year
Monuh a
0
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NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCGI40000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization tQConstrucl; (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction .
For e i tin plant sites discharging or recycling process wastewater (even If commingled with
stormwater): This NOI is also an APPLICATION FOR Authoriz ton to cpntinue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC-
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 211 .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of I SA NCAC 2H .0138 & .0139. .
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWQ Regional 0Mce for your area- (see page al I
(Please print or type)
1) Mailing address of ownedoperator (gddres to which a�,ff7 t>Lo�e&�Sldence wil be mailedl:
Name, -
Street Address Z I9 J.S. o
City kWn,)a State C ZIP Code LS 778
Telephone No. SzS b$(o - 5092 _ Fax: (133 [ b8b�5o93
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Page 1 of 5
'As per 15A NCAC 2H .0106 era aes internal to the canpany who are guaitiiea to
'unless treatment facilitias are designed, wnahucted. and put into operation by pioY
Porto" such work for "IF respective companies In accordance whh Gea«ai Statutes. BOC-25 (7). plans and spctii9caGMs must be signed
and sealed by a P.E.
Last revised +0/+912005-
swu-M-101905

NCG140000 N.O.I.
3) Physical location Information:
Please provide a narrative description of how to get to the
oSZ.F,t}
(usq street names state road numbers, and
o-4 -f 0_5- ll, t• -70
(A copy of a county map a USGS quad sheet VAth facility dearly located on cite map is a required pan of this application.)
4) Latitude N350-N1-01311 Longitude W 82 73 _ 291 1
(deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
L� New or Proposed Facility Date operation is to begin Open &rt NG
❑ Existing
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: 3 2- -7 3
a
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
8) Discharge points I Receiving waters:
How many discharge pants (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
Property? O. C . 5t3tf ,r F- 7� k-0 Am^ r) N t
What is the name of the body or bodies of water (creek, stream, n r, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? �IWr67.k R K.t JE 2
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). fJ C, DOT -
Receiving water classification (if known): C
Note: Discharge of process wastewater to receiving waters classifletl as WS-11 to VYS-V or t3A must
i be approved by the N.C. Dept of Environmental Health. If DFJ-I does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are permitted
in receiving waters classified as WS-1 or freshwater ORW.
9) Does this facility have any other NPDES permits?
2(No
0 Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Doles this facility have any Non -Discharge permits (ex: recycle permits)?
ua No
❑ Yes
If yes, list the permit numbers for all current Nan -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
dNo
❑ Yes
If yes, please briefly describe:
Page 2 of 5
SWU-229-101905 Last revised 1 On91Z005

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
IdNo
❑ Yes
If yes, when was it implemented?
13) Are
vehicle maintenance activities occurring or planned at this facility?
Q No
❑ Yes
Wastewater Treatment Rwiign Information
14) Are discharges occurring or planned from any of the following process wastewater goneratingaetivitios?
Vehicle and equipment cleaning dyes ❑ No
Wetting of raw material stockpiles 0 Yes 9 No
Mixing drum cleaning dyes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
For a sufficient application, you must provide design specifics (e_g_, design volume, retention lime, surface
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mgA, and Settleable Solids (SS) - 5 ml/I.) [Use separate shaet(s)].
If all these discharges are recycled, please refer to Question 15.
For Plants that recycle and/ r discharoe process wastewater'
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOL For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sitesapplicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, mtontion time, piping, selling basin details, ale.
Please note. if new trentment aL'stams are planned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculafions prepared by a P.E. and the
request for an ATC may be submitted with this Not, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon Issuance of the COC.
15) Does the facility use or plan to use a recycle. system?
Co%
'Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr. 24-hr)
25 year, 24-hr rainfall event
For a recycle system (regard) as of when it overflows). Please provide plans, calculations, and design specifics
(e.g., throughput assumptionslwater balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheot(s)].
For a sufficient application, the information must demonstrate compliance of final discharge with permit effluent
limits (pH - 6-9 SU, Total Suspended Solids (TSS) - 30 mgll, andSettleable Solids (SS) - 5 m01), or must
demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr rainfall
event plus one foot of freeboard under design operating conditions.
Page 3 of 5
past M,;,ea t 011912005
SWU-229.101905

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood pqf n7
C(No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Faclltty7
d No
❑ Yes
b) Is this facility a Small quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
dNo
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
[0'NO
❑ Yes
d) 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 I disposal vendor:_
Vendor address:
18) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report plan, or other
document flied a required to be maintained under this ArWe or a rule implementing this Article; or who knowingly makes a false
statement of a matedal fact In a rolemaking procecding or contested case under this Adicic: or who falsifies, tampers wire, or knowingly
renders inaowrete any recording or monitoring devlm or method required to be operated or maintained under this Article a odes of the
[Environmental Managemenll Commission implementing lhk Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($70.0001.
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:
Title: 1 4,)rWr
(Signature otAppficant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Page 4of5
SWU-229-101900 Last revised 10119r2005

NCG140000 N.0.1.
This application will be returned as incomplete unless all of the following items have been included:
Chad, for $80 made payable to NCOENR,
[� This completed application and all supporting documentation (including design details and calculations for
treatment systems).
❑ If an Erosion & Sedimentation Control (EBSC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the gofaming
/ agency (required per 15A NCAC 02H .0138).
Q For new sites (or sites that will Install new treatment facilities): Three (3) copies of plans and
specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G-S. 89C-25 (7).
y ❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
�l recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
dA site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stoi mwaterlwastowaler treatment structures, (c) location of
stormwaledwastewater outfalis (corresponding to which drainage areas), (it) runoff conveyanco structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
Er A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to!
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh. North Carolina 27699-1617
Mat€
The submission of this document does not guarantee the Issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWO Reah at_4ffice Contayt Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office -.....
., [phone]
Washington Office
...(252) W-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
733-5083
Page 5 of 5 Last revised 1011 M2005
SM-229-101905

OTEEN QUADRANGLE
NORTH CAROLINA-BUNCOMBE CO.
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BROOKS & MEDLOCK
ENG IN EEP I MG. PLLC
Stonmvater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
This letter serves as a formal request for an Authorization to Construct (ATC) for Black
Mountain Concrete Ready Mix, based upon engineering plans by Brooks & Medlock
Engineering, PLLC with initial submittal date of May 19,2006.
Sincerely,
Brooks & Med ock Engineering, PLLC
;4
Paul Sexton, PLS,GI
Project Manager
17 ARLINGTON STREET • ASHEVILLE, NORTH CAROLINA 28801 • [phone] • FAX [phone]

W

oFWArFR
F �Ol'i
D�� tr
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April 25, 2006
Ms Tracy Ivey
Black Mountain Concrete Ready Mix
2493 U.S. Highway 70
Swannanoa. North Carolina 28778
Dear Ms. Ivey:
Nfic el P. Eas , vcmor
[lli G. Ross d
`�. r., Secretary
North Carolina Department of Hnvironmen a',
North
Alan W. Klimek, P.H. Director
Division of Water Quality
Subject: Extension of Deadline
Black Mountain Concrete Ready Mix
Buncombe County
I have before me your Faxed letter of April 21, 2006 in which you request that the deadline for
submitting a Notice of Intent be extended from April 24, 2006 to May 19, 2006. The April 24, 2006
date was contained in my Notice of Violation to Black Mountain Concrete Ready Mix dated March 6,
2006. In consideration of your cooperation and the information contained in your April 21, 2006 letter
il-am-extending_the-deadline-for:submissionof=a-Notice of-Intent_;for-Black•Mountain-Cdnnrete-RieadY7
(Mi5Cto.M5—y_19; 2006;:?
Should you need to discuss -this matter further, please contact Roy Davis at 828-296-4659. We look
forward to receipt of your Notice of Intent on or before May 19, 2006.
Xc: Roy Davis
Ken Pickle
BlackMountainConcreteLetter.06
Sincerely,
l', zz;js
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Nonhcarolina
,Vatarally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778
Internet: wvnv.ncwaterquality.org
An Eoual O000romMAffirmative Action Emolover-50°/ Recvcled110%Post Consumer Paoer
Phone [phone] Customer Service
FAX [phone]

North Carolina Department of Environment and
Natural Resources
AN�r DIVISION OF WATER QUALITY oWArFq
`'�� Surface Water Protection
`' Asheville Regional Office >bF
NCDENR 2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Phone:[phone] Fax:[phone]
To:
Fax:
Date: S e 3-,A- o o
Number of pages including cover:
MESSAGE: If crostions, please call 828/296-4500
None
rthCarolina
Naw,,rallJ .

Oa0�WAT �ROv
April 25, 2006
Ms Tracy Ivey
Black Mountain Concrete Ready Mix
2493 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Ms. Ivey:
I �bl is nl F. �Eas virnnr '•'illi G. Ros. dcretary
North Carolina Depaitmenl of linvironme an Natnml°Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Extension of Deadline
Black Mountain Concrete Ready Mix
Buncombe County
I have before me your Faxed letter of April 21, 2006 in which you request that the deadline for
submitting a Notice of Intent be extended from April 24, 2006 to May 19, 2006. The April 24, 2006
date was contained in my Notice of Violation to Black Mountain Concrete Ready Mix dated March 6,
2006. In consideration of your cooperation and the information contained in your April 21, 2006 letter
I am extending the deadline for submission of a Notice of Intent for Black Mountain Concrete Ready
Mix to May 19, 2006.
Should you need to discuss this matter further, please contact Roy Davis at 828-296-4659. We look
forward to receipt of your Notice of Intent on or before May 19, 2006.
Sincerely,
,(;;v - . zz;tJO
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Xc: Roy Davis
Ken Pickle
Black MountainConcreteLetter. 06
on
thCatoli na
:iVatrrrally
Noah Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778
Internet w .ncwaterquality.org
An Equal OpportunitylAUirmalive Action Employer— 50% Recycled110%Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]

A ♦ .
FAX COVER
From: Black Mom9Mn Concrete
2493 US Hwy 70
Swmmmm Nc 28T78
Phone: (929) 68&5092
Fax. (828) 68&5093
To:
(l�c4er Yd"nA
FAX# D - _XP - 70143
Subject:
HL12006i�1CD
2 4
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
I'd £609-999-9Z9 AOV32i 313a31400 NlIN NOV19 d6l:Zl 90 VZ JdV

D
i APR 1 4 2006
VJATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
North Carolina Department of April 21, 2006
Enviroment & Natural Resourses
DWt-Surface Water Protoction
Asheville Regional Office
Mr. Roger Edwards,
The intent of this letter is to request additional time given to us in our Notice Of Violation. We are trying to
complete our Notice Of InleUt as quickly as passible. Our first step in this process was to order a
topographic survey. ibis was completed by Sanders Survey & Mapping Services of Black Mountain We
have contracted with Brooks & Medluck Engineering, PLL)C. I contacted all firms is this area, only a few
were capable of completing this work, some of these firms were unable to help us due to their work load,
and in the case of -Brooks & ModInck need more time. Duc to their ease load they are requesting an
extension date of May 19, 2006. Once these plans are recieved we will be able to expedite the physical
labor ourselves; and will not have to wait for services to be rendered by mryune else. We have implemented
temporary measures to camel and reuse all of our wash down water until we nodose our engineered plans.
We understand and a" to the importance of this matter and arc trying to comply as promptly as possible.
Sincerely,
C15rnn. C10 5 4 . � ..1
Black Motmtbin Concrete ReQy Mix
2493 US liyw, 70
Swavnnnoa, NC 28718
829-686-5092
Z'd £609-989-9Z8 AGV321 31=I2iONOO N-UN NDVIS d6I,Zl 90 4Z idV

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FAX COVER
Tram• Buck MomRam Concrde
2493 US Hwy 70
Svramiaaia NC 29M
Plwne: [phone]
Fax: (828) 68&5093
To:
sab*d:
Er
APR - 7 2006
VVATEFi 0,1AUTY £_CTiOV
ASS_V1.lC'__
Id C609-989-9Z9 AOV32J 313aON00 NIA NOVnS CL6Al 90 LO JdV

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APR — 7 2006 I�
WATLI1 ounI iTv SIEOTON
P F' r v ', a c t tr r C•"'.,� O P F IC
Swannama., NC 29779
Attu: Tracey Ivey
Res: Proposal for Stormwater Pam fitting.
North Ca vlina General Stormwaty Permit Number NCG140000
Dear Ms. Ivey:
Brooks & Medlock Engineering, PLLC (BUB) appreciates the opportunity to provide engineering and
environmental services. This proposal is based upon out March 23id site visit and correspondence
provided by Black Mountain Concrete. The Scope of Serviccs, Schedule and Fee Schedule are outlined
below.
Scope of Services
Black Mountain Conm to received a Notice of Violatiou on March 6, 2006 for operations related to
stormwatc r dLwbargc at your Swannanoa facility. A Notice of latcat for coverage under General Permit
No. NCG 140000 is requested by April 21, 2006. To apply for Oerteral Permit coverage, a stmmwater
retention system must fast be engineeted fix the site. The retention system shall be adequately sized to
save as retention fro the ranerete truck washdown water as well as stermwater runoff. Services provided
by BNIE include the fbHowin&
• Developing engineering plans and specifications for a st a mwater and process water retention
system adequate for a 25 year storm event Plans an to be based upon a sarvcy provided by the
client
• Completing the Notice of Intent application for submittal to NCDENR.
• Devempmg a Stutmaater pollution Prevention, plan (SWP3) as regmred by permit condition D.A.
The SWP3 can be submitted afier the April 21, 2006 deadline,
Sebodule
Work on this project will begin within 10 days of the execution ofthis proposal. Plans anda. permit
application can be ready fur submittal to NCDENR within three weeks of the authorization to proceed.
Schedule of Fees
BME proposes that the above Scope of Services be provided on an hourly basis in accordance with our
Standard Fee Schedule provided as Attachment A. For budgeting peaposes, an CstimnM of the Sets for
individual tasks is provided as Attachment B. Any items identified as Additional Services are not
included in the fee mUmato.
17 Arlington SQeet Adretille. NC 26901 (828) 2324700
m11Rk BRoo�-Vs
Z'd £6C9-929-2ze
AOV321 31EWONOO NIA >13V�B ELVN 90 LO rdV

co
y
March 6, 2006
Certified Mail
Return Receipt Requested 7005 0390 0001 3553 0360
Ms. Tracy Ivey
Mr. Glenn Latham
Black Mountain Concrete
2493 US Highway 70
Swannanoa. North Carolina 28778
Dear Ms. Ivey & Mr. Latham
g:�.s�aume+
I !l9q'�" am 1Mic el P.'Li s , uvcmor
aIFAUQ«liussL'..-Saeietary
North Carolina DepaTurent of Environment and Natural Resources
Subject: Notice of Violation
NOV-2006-DV-0015
Black Mountain Concrete
Buncombe County
Alan W. Klimek, P.E. Director
Division of Water Quality
On February 15, 2006 Mr. Roy Davis with this office observed that you initiated operation of a ready -
mix plant without first applying for and receiving a NPDES Permit from the Division of Water Quality
as required by North Carolina General Statute 143-215.1. You were advised at that time to obtain the
services of a consulting engineer to assist you in the preparation of a Notice of Intent (permit
application) and submit that Notice of Intent.
The North Carolina General Statutes provide Civil Penalties of up to $25,000.00 per day for making
an outlet to the waters of the State without first applying for and obtaining a Permit as required by
General Statute 143-215.1. Each day of operation is considered a separate violation.
Within forty-five days of date of receipt of this letter, Black Mountain Concrete is to submit an
acceptable Notice of Intent with all required attachments. You were given a copy of the Notice of
Intent on February 15, 2006. An additional copy is attached for your ready reference. One of the
required attachments to a complete Notice of Intent is three copies of plans and specifications for
wastewater treatment facilities signed and sealed by a licensed Professional Engineer. These plans
must be accompanied by calculations demonstrating that any storm water or waste water discharged
will meet effluent limits as contained in Permit Number NCG140000. Failure to submit a complete
and acceptable Notice of Intent within forty-five days following receipt of this Notice will result in the
Asheville Regional Office recommending the assessment of a Civil Penalty against Black Mountain
Concrete for violation of North Carolina General Statute 143-215.1.
ouc
NorlhCarolina
Nalum/!y
North Candina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
InterneC w nmaterquallty.org FAX [phone].623-6748
An Equal Opportunity/Affirmative Action Employer - 50 % Recycled110% Post Consumer Paper

I encourage you to submit a Notice of Intent making application for a Certificate of Coverage under
Permit Number NCG140000 within forty-five days of receipt of this Notice of Violation. Please
call Mr. Roy Davis at 828-296-4500 should you need to discuss this matte in greater detail.
Attachment
Xc: NPS-ACO Unit
Central File
Ken Pickle
Roy Davis
BlackMountainConcreteNOV
Sincerely,
Roger C. Edwards, Regional Supervisor
Surfaca Water Protection
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See reverse
for lm,tnrefi�11,
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item 4 if Restricted Delivery is desired. X
■ Print your name and address on the reverse
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Black
��ountaln i
Concrete
Ream Mix
i Consistent Quality
Concrete
• Concrete Sales
• Concrete Pumping
2493 US Hwy 70
Swannanoa, N.C. 28778
Office: [phone]
Fax: [phone]
Glenn Latham Tracy Ivey
828-768-5071 828-713-3218
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BOYD P. A RS AND WIFE,
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\ REMAINDER OF
\ DEED BOOK 1403, PAGE 277
PIN # 9699-17-11-7391 2000.0
TRACT 1
PLAT BOOK 79, PAGE 29
P CHAIN LINK FENCE
ALONG LINE
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PLAT TlE N 85°10'49 E IRON ROD
GROUND DISTANCE 170�78
GRID TIE N 8635'10'
GRID DISTANCE 1701.59 \ C
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H
~FOUND 3/4 "
IRON PIPE
Pipe Bedding, Encasement, and Backfi//-
1. Pipe bedding material shall be a granular material consisting of gravel, crushed gravel or stone
G meeting the requirements of ASTM C-33, gradation #67 (3/4 inch to No. 4) .
2. Concrete for cradles, encasement or thrust blocking shall be 3000 psi, Class IL
3. All soil that is soft, unstable, unsuitable, or saturated with water shall be removed and the trench
subgrade shall be stabilized with a granular material having a maximum size of 2 inches. A
F concrete cradle shall be provided to bridge highly unstable soils.
4. Pipe to be installed above the existing ground level (in filD shall be installed in trenches excavated
after the embankment has been constructed to a minimum elevation of one -foot above the top of the
proposed pipe.
5. Compacted granular backfill under and around the pipe shall be placed in 6" lifts and compacted
E to obtain not less than 90% relative density, as determined by ASTM method D-2049.
6. BACKFILL: All material used for backfilling trenches shall be free of excess amounts of
deleterious materials such as organic matter, frozen clods, and sticky masses or clay and gumbo
which are difficult to properly compact. Any rock materials used for backfill will have no single
D dimension greater than 4" and shall not be placed within 12" of the installed pipe in any direction.
Material as specified for pipe bedding may be substituted for backfill material defined above from
the top of pipe bedding to 12" above the top of the pipe.
(A) Backfill shall be placed in 8" lifts from the top of the pipe bedding to a point at least 12"
above the top of the pipe. Above this point, backfill shall be placed in lifts suitable to
achieve the compaction as specified hereinafter.
C
(B) The lifts of backfill material will be compacted to a density of at least 90% of the
maximum dry density as determined by the AASHTO Standard Test T99 or other
approved method wherever the pipe is installed in open fields or areas which carry no
vehicular traffic. The top portion of the backfill areas that are to be seeded or sodded
shall be composed of topsoil at least 6" in depth and corresponding to that of the
B adjoining areas.
(C) The lifts of backfill material will be compacted to a density if 95% of the standard
Proctor within +/- 2% wet of optimum under all pavements and in those areas subject to
future pavements. Pavement shall not be restored until the backfill material has been
tested and determined to be satisfactory according to the geotechnical engineer.
A Pavement restoration shall conform as closely as possible to the existing pavement
section in the area of the trench.
1 1 7 1 3 1 4 1 5 1 fi 1 7 1 R
REFERENCES
DEED BOOK 4041, PAGE 42
PLAT BOOK 79, PAGE 29
25' PLAT BOOK 24, PAGE 58
C(/49
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PER 7oPATBI-7
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s7 ASPy'97 T 104
,9 PAGE 29
�E�ENT
FOUND 3/4"
IRON PIPE
N/F
W/LLIAM L. DAUGHERTY AND WIFE,
✓OYCE P. DAUGHERTY
DEED BOOK 2786, PAGE 663
PIN/ 9699-17-11-9047
LOT 8
PLAT BOOK 24, PAGE 58
FOUND PK NAIL
GRAPHIC SCALE
0 10 20 40
1" = 20'
FOUND 1-1/2"
IRON PIPE
9 1 10 1 11 1 19 1 13 1 14 1 15 1 16 1 17 1 1R I 19 1 9()
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LEGEND
R/W RIGHT OF WAY OO DRAINAGE MAAWOLE
C) FOUND IRON PIN OO SANITARY MANHOLE
p FOUND STONE WM WA TER METER
WV
SET BENCHMARK WA TER VAL VE
W W000 POWER POLE ® CA TCH BASIN
CENTERLINE © CONCRETE POWER POLE
PROPERTY LINE ❑T TELEPHONE RISER
FIRE HYDRANT EM ELECTRIC METER
PROPOSED DRAINAGE FLOW C/O CLEAN OUT
2200.3 PROPOSED FINISHED GRADE SPOT ELEVATION
N/F NOW OR FORMERL Y
—OH— OVER11EAD WIRE
BOUNDARY LINE NOT SURVEYED
SET 5/8" IRON ROD WITH L — 4379 CAP
4— LINE NOT TO SCALE
— DRAINAGE AREA BOUNDARY
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AL VIN W. BERRY, ✓R. AND WIFE,
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SADIE B. BERRY
DEED BOOK PAGE 5
PIN # 9699 178 21-2264
LOT 4
PLAT BOOK 24, PAGE 58
FOUND 3/4"
IRON PIPE
FOUND 3/4"
IRON PIPE
94
NOTES
1.) THIS SURVEY IS OF AN EXIS77NG PARCEL OR PARCELS OF LAND
2) THE BEARINGS SHOWN HEREON ARE BASED ON PLAT BOOK 79, PAGE
29 AND ARE REFERENCED TO THE NORTHERLY LINE OF TRACT 2 OF SAID
PLAT BOOK HAVING A BEARING OF S7573'00 E:
3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS,',.
RIGHT OF WAYS OR OWNERSHIPS
4.) THE RA770 OF PRECISION OF THE UNBALANCED TRAVERSE MEETS OR'.
EXCEEDS 1 : 10,000.
5.) THE HORIZONTAL AND VERTICAL DATA AND FEATURES SHOWN HEREON
WERE OBTAINED UTILIZING A "TRIMBLE 3306" TOTAL STATION AND '7DS
DATA COLLECTION SYSTEM.
6.) THE FEATURE SYMBOL LOCA77ONS ARE TO 7HE CENTER OF THE
SYMBOL AND MAYBE ENLARGED FOR CLARITY.
7) UNDERGROUND FOUNDA77ONS AND/OR UNDERGROUND UTLI77ES HAVE
NOT BEEN LOCATED.
8.) BEARINGS AND DISTANCES SHOWN IN PARENTHESIS REPRESENT DEED
AND OR PLAT VALUES
9.) ACREAGE COMPUTED BY THE COORDINATE METHOD.
ID) THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY F.EMA.
11.) THE GRID 77E SHOWN HEREON IS BASED ON NORTH CAROLINA
GEODL-77C CONTROL POINTS-
SWANNANOA: N. 691171.04, E 990257.17, SCALE FACTOR = 0.999891177
W 139. N. 690243 05, E. 994498.621, SCALE FACTOR = 0.999890949
NAD 1983
12.) ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON THE
NATIONAL GEODE77C VERCAL DATUM OF 1929 (NGV929) AND IS
REFERENCED TO NORTH CAROLINA GEODE77C CONTROL POINT
SWANNANOA" ELEVATION.- 2189.15'
13) CONSULT PROJECT ENGINEER IF GROUNDWATER IS ENCOUNTERED
DURING CONS TRUC77ON OF POND & TANK EXCAVATION.
SANDERS
SURVEYING & MAPPING
SERVICES, INC.
[phone]
510 AVENA ROAD, BLACK MOUNTAIN, NORTH CAROLINA, 28711
SITE KEYS
ONEW RETENTION POND, STORMWATER VOLUME PROVIDED 7,991 CU. FT.
2O RETENTION POND PUMP VAULT 3'x3'X4' PRECAST BASIN; PROVIDE 6"0 OPENING @ Center of 3 sides,
IE=2195.0 ALL THREE
O166 L.F. OF 2"0 SCH 40 PVC FORCEMAIN
4O GRADE TOP OF POND TO DAYLIGHT @ 1.5: 1 MAX. SLOPE
SO WASTEWATER COLLECTION BASIN, SEE DETAIL SHEET C2
6O 12 L.F. OF 8"0 SCH 40 PVC GRAVITY PIPE, IEin=2197.5, IEout=2197.28
O7 3, 000 GALLON WASTEWATER STORAGE TANK W/ PUMP RATED AT 50 GPM @ 25' TD; HIGH WATER
ALARM SET @ 85% OF TANK CAPACITY
O145 L.F. OF 2" 0 SCH 40 PVC FORCEMAIN TO EXISTING ABOVE GROUND WATER STORAGE TANK
9O EXISTING 10' DIAMETER, 21' HIGH WATER STORAGE TANK
10 CONSTRUCT EARTH SWALE FOR POND EMERGENCY OVERFLOW, SEE DETAIL
95 1 96 1 97
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