WQ0029411_Regional Office Historical File Pre 2018

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Michael F.' Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W.'Klimek, P.E. Director
Division of Water Quality
`October 14, 2005
-Mr. ML.;Brannon, Controller/Assistant:Secretary
Vulcan :Construction 'Materials, :L.P.
;PO:Box42313'
Winston-Salem, :North 'Carolina 27115
Subject: Permit°No..WQ0029411
Pineville•Quarry:Employee'Building :Sewer
Vulcan:Construction Materials, :L.P.
•C-MU TRACKING#600-05-564
Mecklenburg County, :North Carolina
Dear Mr. Brannon:
_ -In:accordancelwith yauraapplication:received ;on 'September.28, 2005, :we'areforwarding
:herewith:Permit'No.WQ0029411, dated October 14, 2005, toVulcan'Construction'Materials,L.P. for
.the constructionand'operation of thesubject wastewater coliection:system extension. This ,permit shall
ibe efectivefrom•the date.of:issuance until rescinded, ,and shall'be-subject:tothe conditions and
• {limitations -as specified therein. This-cover:letter shall .be considered .,a part.ofthisperniit and .is
therefore- incorporated therein by ;reference.
• Please ;pay; particular'.attention to :Permit tCondition .3 'which _requires .that the wastewater
collection facilities be:properly ;operated :and maintained 'in ccordance with 15A:NCAC 2H-.0227•or:an_y
!individual- system -wide, collection'system :permitissued to theTermittee.
Permitting of this ,project does not -constitute ,an acceptance of any part dfthe project that does
not :meet 1) 1 5A NCAC 2H .:0200; 2) the Division of .Water Quality's -(Division) -Gravity :Sewer .Minimum
Design_ Criteria'` adopted ;February `12, 1996, as applicable; ,-3)-,:and lhe. Division's Minimum ,Design
=-Criteria for;Ahe _FastTrack Permitting ,of Pump Stations and Force Mains ,adopted'.June 1„ 2000, ,as
:applicable; {unless specifically mentioned 'herein. Division :approval is based ,on acceptance of the
;certification provided :by -a 1North ;Carolina=licensed :Professional Engineer•:in the application. 'It .shall be
the Permittee's 7responsibility to •ensure that the as -constructed project ,meets .the -appropriate design
.criteria and rules.- :Failure to comply may 'result in ;penalties in accordance with .North Carolina' General
:Statute ,:§143215:6A. through §143 215:6C, -construction of additional ,or replacement wastewater
collection facilities, and/or referral of the North ,Carolina -licensed Professional. Engineer to the licensing
board_
-Mooresville Regional Office 610 East Center Ave., Suite 30I Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
No ` Carom;
,Natura4

Mr. Brannon
Page 2
October 14, 2005
In accordance with -the provisions of Article 21 of Chapter 143, General'Statutes of North
Carolina as amended,-andother: applicable Laws, 'Rules, and Regulations, permission is hereby
granted to Vulcan Construction .Materials, L.P.:for the construction and operation of approximately 532
linear feet of 8-inch gravity sewer as part of the Pineville Quarry Employee Building Sewer project, and
the•discharge-of 840 gallons per day of collected domestic .wastewater •into -the Charlotte -Mecklenburg
Utilities existing sewerage system, .pursuant to the,application received -September 28, 2005, and in
:conformity =with 15A NCAC2H .0200;the-Division's Gravity Sewer -Minimum- Design 'Criteria .adopted
February12, 1996, as applicable; .theDivision's"Minimum:Design Criteria for the -Fast -Track Permitting
of Pump°Stations-andForce"Mains adopted -June 1, 2000,.as.applicable; :and other supporting data
subsequentlyfiled and:approved..by:thewDepartment of:Environment and.Natural.Resources and
-considered apart _ofthispermit.
The:sewage-and: wastewater collected_by this system'shall`be.treated in .the Charlotte -
Mecklenburg Utilities-WWTP.(MCAlpine;Creek'NPDES'No.'NC0024970);prior to''being discharged into
the receiving stream.
If.any°parts,-requirements, or limitations contained in-this_permit are unacceptable, you have the
right to request an adjudicatory hearing upon written .request within 30 days foliowing:receipt ofthis
,permit. This request must'be:in the form of -a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. 'Unlesssuch demands are made, this permit shall be final and
'binding.
If you -need additional -information-conceming this matter, please contact Dee Browder at (704)
-663-1699.
cc:
Sincerely,
for Alan .W..Klimek, :P:E.
'Mecklenburg County Health Department
Mooresville Regional Office,:Surface:Water:Protection:(WVVTP.Permit:No. NC0024970)
'Wesley' Webb,:Alley,'Williams, Carmen &:King, Inc.
'Surface'WaterProtection:Central Files
tMarie Doklovic, :P..ERCS
1

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This .permit shall become voidable unless the ;wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A 'NCAC .2H ..0200; the Division ofWater Quality's
(Division) Gravity "Sewer Minimum -Design Criteria adopted "February 12, 1996, .as .applicable; :the
Division's .Minimum Design :Criteria for the Fast -Track .Permitting of Pump Stations and Force
"Mains adopted June 1, 2000, -as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective .only with respect to the nature and volume of wastes described in .the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an .individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is•not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times -to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively:maintained.
c. An operation and maintenance. plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to .a telemetry system shall be
inspected at least.once per week.
-e. 'High -priority sewer.lines shall -be inspected at least once.per every six-month period;of time.
f. .A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and -maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC .2B .0506(a), and public notice shall be provided as required by
.North Carolina r General Statute §143-215.1 C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the -Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of .this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon -completion of .construction and prior to .operation of these
-permitted facilities, the ,completed •Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the -form. A complete
certification is one Where the formisfully,executed and the supporting documents are provided as
applicable.
7. .A .copyof the* construction record drawings shall be -maintained on file by thePermittee for the life
of the iwastewater collection facilities. '
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H :0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, '2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance .conditions, the .Permittee shall take immediate corrective action, including
those as may be required by this Division, such as .the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt .the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A'NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A'NCAC 2B .0200 and 15A NCAC 2H .0500.
11. 'Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional -Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
-of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Fast Track Engineering Certification
Permit No. WQ0029411
October 14, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) orstorage greater than longest past three year outage reliability option selected) for any pump
stations'permitted as part of this project
• (Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. -
This project shall -not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that.this+ certification 'be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑'Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ['weekly, ❑ full time) the construction of the Pineville Quarry
Employee Building Sewer, Mecklenburg County project for the Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer"Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable;. and other supporting materials.
North Carolina. Professional Engineer's
seal, signature, and date:
SEND THIS 'FORM & :SUP.PORTING'DOCUMENTATION
WITH REQUIRED :ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! USE Humber: f Z� 1
(to be completed by DWQ) 1.0 (�D
ATION INFORMATION
1. Owner.
la. Vulcan Construction Materials, L.P.
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. M. L. Brannon, Jr. - Controller/Assistant Secretary
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
{ ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation
CI Other (specify): L.P.
1 d. P.O. Box 4239 _
1 e. Winston-Salem
Mailing Address
City
1 f. NC
lg. 27115-4239
State
Zip Code
1 h. [phone] _1
i. [phone]
1 j. [e-mail]
Telephone
Facsimile
E-mail
.V
g Project (Facility) Information:
EL
2a. Pineville Quarry Employee Building Sewer 12b.
Mecklenburg
Q„
Brief Project Name (permit will refer to this name)
I County Where Project is Located
"a
3. Contact Person:
4t
3a. Tim Knopf - Environmental Engineer
Name and Affiliation of Someone Who Can Answer Questions About
this Application
3b. [phone]
3c. [e-mail]
Phone Number
E-mail
EFORMATION.
1. Project is Et New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is
IN Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
E Retaining Ownership (i.e. store, church, single office, etc.) or
• Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
■ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (instruction IV)
3. Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek 4b. NC0024970
Name of WWfF
WWTF Permit No.
Z 5a. Vulcan Construction Materials. L.P.
5b. 8"
® Gravity
5c. WQ0028739
I,
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit Number of Downstream Sewer (if known)
5
6. The origin of this wastewater is (check all that apply):
W•
EL
m
❑
IN
❑
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
ICI Car Wash
El Institution
• Hospital
❑ Church
100 % Domestic/Commercial
% Industrial
• Restaurant
❑ Nursing Home
% Other s eci
(p)'
® Office
0 Other (specify):
7. Volume of wastewater to be allocated for this particular project: 840 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
■ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PA
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
Per Flow Acceptance Letter and Attachment: (25 gpd/person/shift x 12 persons x 2 shifts) + (10 gpd/person/shift x 12
persons x 2 shifts)= 840 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8
532
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.10
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM t TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generatorw/telemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
E Yes 0 No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No ® N/A
❑ Yes ■ No E N/A
E N/A
• Yes ■ No
14. Does this project involve aerial lines or siphons? ❑
'These lines will be considered high priority and must be checked once every six months
FTA 02/03 - Rev. 3 04/05

0
TRACE: APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ANI) FORCE- MA.i.NS
PAGE
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 0210
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
3 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody, AND,.
CEI A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Waterbody Strea
Waterbody County River Basin Index
Name of
bruit the 8.6" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided/
Applicant's Certification.
Waterbody
Classification
!, M. L. Brannon, Jr., attest that this application for Pineville Quarry Employee Building Sewer
has been reviewed by me and is accurate and complete to the best of my knowledge. ! understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certifca'tion in any application shall be guilty of a Class 2 misdemeanor winch may include a fine not to exceed $10,000
as civil pe :alties up to $25, 000 per violation.
Signing • icial Signal
Professional Engineer's Certification.
Date
l attest that this application for Pineville Quarry Employee Building Sewer has been
reviewed by me and is accurate, complete and consistent with the information !n the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations Gravity Sewer Minimum Design Criteria?
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that l have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215, 68, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $70,000 as well as civil penalties up to $25,000 per violation.
2a, Wesley Webb, P.E.
Professional Engineer Name
2b. Alley, Williams, Carmen & Kin�M, Inc.
Engineering Firm
2c. 120 South Main Street
Mailing Address
2d. Kannap©Iis
City
2g. (704) 938-1
Telephone
2e. NC 2f.28081
State Zip
5 2h, 704 938-8f310 2i, wwebb awck.co
Facsimile E-mail
SEAL
16'
i9nature t Date
FTA 02,/0 - Rey, 3 04,/05

•(CIX
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
September 26, 2005
Mr. Randy Casper
Ailey, Williams. Carmen & King
P.O. Box 1248
Kannapolis, NC 28082-1248
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
VULCAN CONSTRUCTION MATERIALS, L.P. — EMPLOYEE BUILDING
TAX PARCEL# 205-131-02
C-MU# 600.05.564
Dear Mr. Casper:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concem by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 840 gallons per day (see attached flow calculations) from this
project for transmission to the McAlpine Creek Wastewater Treatment Plant NPDES permit number
NC0024970, for treatment. This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works; which is contingent upon final acceptance and issuance of a discharge
permit from the appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-
00251 & PWS ID # 0160010), on fIe with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions to preclude water or sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE•MECKLENBURG Ui1U 11ES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
n►.. 74 AI JY)')l

ov
Per North Carolina Administrative Code 15A NCAC 2H .0219(1):
Total Flow = Office Use Flow + Bath Flow
Total Flow = (25 gpd/person/shift) x (12 persons) x (2 shifts) +
(10 gpd/person/shift) x (12 persons) x (2 shifts)
Total Flow = 840 gpd

Z1M©untain istand Basin
DLong Creek Basin
©©Id Dowd Road/Paw Creek Basin
RIMS Road Area
=ILansbury Court Area
SITE
CMIJ# 600-05-564

Pineville Quarry Employee Building Sewer
Vulcan Construction Materials, L.P.
Mecklenburg County
Fort Mill Quadrangle
North Carolina
7.5 Minute Series (Topographic)

Permit Number WQ0029411
Central Files: APS SWP
10/14/05
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New'Project _
Permit Type Version Permit'Classification
Gravity Sewer Extension, Pump Stations, &Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
840
Facility
. :Facility Name
Pineville Quarry Employee Building Sewer
Location Address
Owner
'Major/Minor .Region
Minor 'Mooresville
County
'Mecklenburg
Facility Contact Affiliation
Owner Name. Owner Type
Vulcan Construction Materials: LP Non -Government
Owner Affiliation
ID Kimel
.P0 Box 4239
'Winston Salem
Dates/Events
`NC 27115
orig Issue
App Received
09/28/05
Draft Initiated
Scheduled
Issuance
Public Notice Issue.
'Effective Expiration
Regulated Activities Requested/Received Events
Commercial or industrial, other Additional information requested
Wastewater collection Additional information received
Dutfail NLJLL
Waterbody Name Stream Index Number Current Class Subbasin

111
September 30, 2005
NC Division of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
610E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Pineville Quarry Employee Building Sewer
Vulcan Construction Materials. L.P. - MecklenburgMecklenhurg County
Dear Sir or Madam:
05505
Please find attached for your review and approval the original and one copy of the permit
application., two copies of the flow acceptance letter, a copy of the USGS quadrangle map
showing the location of the sewer improvement, and a check in the amount of $4110.00 for the
processing fee. This project will be installed in accordance with the applicable regulations
"Gravity Sewer Minimum Design Criteria."
This project consists of the construction of approximately 532 linear feet of privately owned
8" DIP gravity flow sanitary sewer. The average daily :flow for this line is 840 gpd.
Please call m- at 704-938-1515 if you have any questions.
Sincerely,
ALLEY, WILLIAMS, CARMEN & JUNG, INC.
Wesley 'Webb, P.E.
05505 ,j4i Sewer Permit Letler.doe
WA
AND "7 7:URCt:i.„,
CFRer
SEP 2 e
120 South Maln Streel 6 PO. Box. 1248 Kannaporis, North Cararla '28082
938-1515 * Fax - (C,7 93'8-6810 aw (1<. corn
SECT
Si•:n nrjuiii".Pr44

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mited Partnerships Information
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SOSID:
FID:
County:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0991154
Unknown
Current -Active
10/30/1998
Foreign
DE
perpetual
Agent. Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
1209 Orange Street
Wilmington DE 19801
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-
mail to Webmastor.
http://www,secreta.ry.statemc.us/Corpora
ns/Corp.aspx?Pitcmid-2103829
10%t4/2005