NCG510430_Regional Office Historical File Pre 2018

North Carolina Departme
Beverly Eaves Perdue
Governor
CERTIFIED MAIL ITEM 7007 1680
Mr. Eugene Birmingham
2896 Bill Curlee Rd
Polkton, N.C. 28135-9604
SUBJECT:
Tear Mr- Birminaham-
,klenburg County
,esources
Dee Freeman
Secretary
JUN
r Without'a Permit,
records from the USPS document that you received the NOV on 6/9/2006. To date, no red
been received by the Division.
The annual fees for the years 2002 - 2007 were not paid.
Invoice 2002PROO1960 - $80.00
Invoice 2003PROO2161 - $80.00
Invoice 2004PROO2241 - $80.00
Invoice 2005PR003777 - $80.00
Invoice 2006PR003995 - $80.00
Invoice 2007PR003944 - $80.00
There are serious compliance issues and violations noted as follows.
Disebarzinithout a Permit
You are hereby advised that the discharge of wastewater without a permit from the Division constitutes a
violation of North Carolina General Statute (NCGS) § 143-215.1 [Control of sources of water pollution;
permits required], which states:
(a) Activities for Which Permits Required. — No person shall do any of the following things or carry
out any of the following activities unless that person has received a permit from the Commission and has
complied with all conditions set forth in the permit:
(1) Make any outlets into the waters of the State.
(2) Construct or operate any sewer system, treatment works, or disposal system within the
State.
(6) Cause or permit any waste, directly or indirectly, to be discharged to or in any manner
intermixed with the waters of the State in violation of the water quality standards
applicable to the assigned classifications or in violation of any effluent standards or
limitations established for any point source, unless allowed as a condition of any permit,
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] FAX [phone] Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/1 0% Post Consumer Paper Natunaliff

special Birder or othe
under the provisions
NCG5,10430 NOV letter
Page 2 of
aered into by the Commission
• -� •• • • Mk • • r
A duplicate copy of the ggMpleted iRe
Ms. Marcia Al
NC DENR Mo
910 N Main SI
Mooresville; N
Vmiv v* o"n"oc +n #1,i. \Tn+inn r} (Tin15+z
Form within 1(
SIR; include the invoice numbers] on your check[s].
OR
Wnting the date that the discharge system was shut down. The letter'
r not you plan to discharge in the future.
suit of punitive sanctions against you. if we do nc>t receive
a1U a civil penglty will likely be assessed.
!wal Form should be sent to.
:cc
wsville Regional Office
III

PUMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E.; Director
2000 t t ..�
June AU
O
ERTIFIEU MAIL
RETURN RECEIPT REQUESTED
Eugene'Birmingham
Eugene Birmingham JUN 1 9 200,',,
Route 2, Box OA
Polkton,NC 23135
Subject: Notice of V"iI
Failure to So anon
Certificate of Coverage N G51 30
Birmingham' Property site
Mecklenburg County
Dear Per ittee:
PTIES General Permit NCG510000, under which the subject facility is covered., expires on
September 30, 2006. North Carolina Administrative Code (15A N AC 2I1.0105(e)) requires that an
application for permit renewal be filed at least 180 days prior to expiration of the current permit. To satisfy
this requirement, your renewal package should have been sent to the Division postmarked no later than
April3 2006
The Division has not received a renewal request for the subject CoC. This is a violation of your
permit at Part 11. & 10, which states "Any permittee that has not requested renewal at least 130 days prior
to expiration... will subject the permittee`to enforcement procedures as provided in NCGS 143-215.6 and 33
TSC 121 et. seq."
To prevent an assessment of civil penalties you must submit a completed: permit application (see
enclosed forms) no later than June 13 200 . If the system is inactive due to lack of trust fund payments,
but the remediation equipment is still on site, the CoC should be renewed.
If all remedition discharge from: this facility has ceased and you wish to rescind. this CoC for if you
have any other questions], contact Charles Weaver of my staff. Mr. Weaver's telephone number, fax number

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Mosley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P., Director
February 10, 2006
Eugene Birmingham
Eugene Birmingham
Route 2, Box 6A
Prlkton, NC 28135
Subject.NPDES Permit NCG51.0000 renewal
Certificate of Coverage (CoC) NCG510430
Birmingham Property site
Mecklenburg County
Dear Pemittee.
The facility listed above is covered. under NPDES permit NC G510000 for discharge of remediated
groundwater. NCG510000 expires on September 30, 2006. Federal (40 CFII 122.41) and North Carolina (1 aA
NCAC 2H.0105(e)) regulations require that permit renewal applications moist be filed at least 180 days prior
to expiration of the current permit. If you have already mailed your renewal request, you
disregard this notice.
To satisfy this requirement, the Division must receive your renewal request postmarked no later than
Aral 3,2006. Failure to request renewal by this date may result in a civil assessment of at least $500.00.
.Larger penalties may be assessed depending upon the delinquency of the request.
If any discharge from the remediation system will occur after September 30, 2006, your CoC must be
renewed. Discharge of wastewater without a valid permit would violate North Carolina General Statute 1 3-
1 .1; unpermitted discharges of wastewater may be assessed civil penalties of up to $25,000 per day.
If you have halted remediation activity due to lack of trust fund money, but your site ranking from the
Aquifer Protection Section requires future remediation & discharge, your CoC moist be renewed.
If all discharge has ceased at your facility and you wish to rescind this CoC [or if you have other
questions], contact me at the telephone number or e-mail address listed below.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc Central Files
DES File
1617 bail Service Center, Raleigh, North Carolina 27699-1 17 On
512 North Salisbury Street, Raleigh, North Carolina 27604 Nt ffliCa ofina
Phone: [phone], extension 511 / FAX [phone] / [e-mail] AaAarally
An jEqual Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

SOC PRIORITY PROJECT: Yes— No_X
To: Permits and Engineering Unit
Water Quality Section
Attention: Aisha Lau
Date: November 4,1999
'SON -DISCHARGE REPORT AND RECObVENDATION
County: Mecklenburg
MRO No. 99-133
Permit No. NCG510430
PART I - GENERAL INFORMATION
1. Facility and Address: Eugene Birmingham Property
4632 Oakdale Road
Charlotte, North Carolina 28216
2. Date of Investigation: September 17, 1999
3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer'I
4. Persons Contacted and Telephone Number: Mr. Philip Thompson,
Geologist, Tel# [phone].
5. Directions to Site: From the intersection of 1-77 and Sunset
Road (Exit 16) in Mecklenburg Count, travel west on Sunset
Road approximately 4 miles to the intersection with Oakdale
1.0 mile to house and site located on the right side of the
road at 4632 Oakdale Road.
Disposal Site(s), List for all disposal sites:
Latitude: 35020'05" Longitude: 80054'45"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USES Quad No.: F 15 SW U.S.G.S. Name: Mountain Island
Lake, N.C.
Size (land available for expansion and upgrading): Limited
area is available for expansion and upgrading.

8. Topography (location map or topographic indicating
relationship to 100 year flood plain included): Sloping at
the rate of 1 to 3%. The site is not located in a flood
plain area.
9. Location of Nearest Dwelling and Water Supply Well: The
nearest dwelling and well are approximately 150 feet from
the site.
10. Watershed Stream Basin Information: Long Creek
a. Watershed Classification: WS IV
b. River Basin and Subbasin No.: 030834
C. Distance to surface water from disposal system:
Approximately 2300 feet.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 6 GPM(Design
Capacity)
b. What is the current permitted capacity of the
wastewater treatment facility? N/A
C. Actual treatment capacity of the current.facility
(current design capacity)? N/A
d. Date(s) and construction of existing or substantially
constructed wastewater treatment facilities: N/A
e. Prevalent toxic constituents in wastewater: Benzene,
Toluene, Ethyl benzene, P-xylene, Methyl-t-Butyl Ether
(MTBE), 1,2-Dichloroethane, Ethylene bibromide (EDB).
f. Pretreatment Program (POTWs only): N/A
2. Type of Treatment (specify whether proposed or existing):
The proposed treatment system will consist of oil/water
separator, air stripper and carbon adsorption.
5. Sludge Handling and Disposal Scheme: N/A
6. Treatment Plant Classification: Claps I (based on proposed
facilities.)
7. SIC Code (s): 0000

Primary: 66 Secondary:
Main Treatment Unit Code: 55000
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)? N/A
2. Special monitoring requests: Toxicity may need to be
limited/monitored due to the suspected nature of such
discharges.
3. Important SOC, JOC or compliance Schedule dated: (please
indicate)? N/A
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray irrigation: This option has been evaluated and found
not to be an alternative due to limited space.
Connection to regional Sewer System: Their is no sewer line
in the vicinity.
Subsurface disposal: This option has been evaluated and
found not to be an alternative due to limited space.
3. Air quality and/or groundwater concerns or hazardous
materials utilized at this facility that may impact water
quality, air quality, or groundwater? Contaminated
groundwater already exists at the site. An air quality
permit for this facility may be required.
4. Other Special Items: The underground gasoline tank was
installed for personal use.
PART IV - EVALUATION AND RECOMMENDATIONS
Eugene Birmingham, is requesting a discharge permit for the
treatment of contaminated groundwater at his residence in
Charlotte, Mecklenburg County. The contaminated groundwater was
allegedly caused by leaking underground gasoline tanks. The
proposed interim remediation is to minimize the migration of the
contaminated groundwater to the potable wells in the area.
Since the discharge is proposed to be to a roadside ditch,

it is recommended that the applicant obtain approval from the
Department of "Transportation and/or the City of Charlotte.
t is recommended that e discharge permit be issued pending
review and approval by P & E and the Groundwater Section.
4igna.ure of rPrelparer Date
Water Quali Regional 4 Supervisor Date

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Figure . Site Location Ma MOUNTAIN ISLAND LAKE, NC
3 0 0-C -TF-0 4
Gene Binningham Property 1993
Oakdale Roed sca/e It,
000" DMA 4854 IV S-SFRIES V842
Charlotte NC

State of North Carolina
Department of EnVironment
d Natura] Resources
Mooresville Regional Office NCD1w:N=R
'S B. gti �� " Q Ur t4 ARCwLit" wrmemT r
Erev1f-VcW*4 as
NA01ow-
William E. Holman, SecretarY
DIVISION OF WATER QUAL.ITY
September 27, 1999`
. Eugene Birmingham
RT 2 Box 6.A
Polkton, North Carolina 281.35
Subject: NPDES General Permit
Eugene,Birmingham
Property
Application No. NCG510 30
Groundwater R.emediation
Mecklenburg County
Dear Mr. Birmingham:
The Division of Water Quality (Mooresville Regional
office) hereby acknowledges receipt of the subject
application.
n order for this ''office to complete its review, the
information listedbelow is required.
a) Question No.; 10 of your N.O.I. application,
relating to alternative analysis, needs to
be addressed.
Mr. Philip Thompson, Project Consultant, was made
aware of the above requirement irement during the site
investigation on September 1.7, ;1.999.
If you have any questions regarding this matter,
please contact Mr.' Samar Bou-Ghazale of this office at
[phone].
Sincerely,
D . Rem. Gleason, P E .
Water` Quality Regional Supervisor
BG
cc: Philip Thompson, P.G.
919 North Main Street, Moores -,fie, North Carohns '28115 Telephane'7 6346 9 F' 7 040
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October 1999
.9
. Samr G ' e
D*EMNCDEHNR
91.9 North Nbia Street
Mooresville Regional Mee
Moor ` e, Nonh Carolina 28115
.fie: Gene BirmingOY
Dear Mr. Dou-0haza1v
Question 10.
A..) A: sewer system does not Odst in the heiborhood, therefore thisis not an option.
foot setback :from a habitable,`d cell and 54 foot from a property line. ']use setback
requirements el" ° 'ate Ibis site as a di r a reigallerY. Plem see the
attached map
.. c $ o. fields, with setbacks thcre l of enough room for nitrification fields at the ske
Ibis is not a viable option.
Ilfjection wells; The site has a high wateriltable, Wection wells are under presgm and with the
high vfzter table On site be MI#ject to floo . WjeCtiOn wells are also sutiect to
clogging. TWsis not a viable option she.
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f North Carolina ``
nnt of Environment' +
turd Resourcesk A.
of Water Quality 7q/A
d 4
Hunt Jr. Governor ' N DEIMmOR
kil, Secretary NORTH Garca uT=-r�r 3F'
sevens, Director m
September 3, 1999
q
4r. Eugene Birmingham
:T 2''Box 6A
'olkton, North Carolina 28135 ,
Subject: NPDES General Permit Application
Application Number N G51043
Groundwater Rer ediation Permit
Mecklenburg County
)ear' r. Birmingham
r Quality s Stormwater and
• r s
s e C1 w s
s
submittal is recc:,. _d. This can -day process may be extended if additional information is required, and
unfortunately will run beyond that in this instance. `hr� diloatri uud l may r n Iar Iiil
y s , end didn'trealize that I had erlo ked.it until I r . eived a call from, .. Phil Thompsoft
toeery 6 for the inconvenience, and I Will do sty hest to e � 6 to the review of this prq
K
If you have any questions, please contact me at (919) 7 3-50 3, extension 578.
Srrcerel ,
Aisha I- .Lau
Environmental Engineer I
cc: Mr. Phil R. Thompson, Thompson Geologic and Environmental Services
ille gicnal Office
Stormater and General Permoits Unit
1617 Mail Service Center, Raleigh, North Carolina 7699-1617 Telephone [phone] FAX 919-733-
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b)
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a)
5"it 000 N.O.I.
A
ecalving waters:
What is the name of the body or beadles of water (creek, stream, river, lake, etc.) that the facility
wastewater discharges end up in If the wastewater discharge is to a separate storm sewer system
(4S), name the operator of the 4 (e.g. City, of Raleigh): ,
Stream Classification:
ternativ s to Direct Discharge:
dress the feasibility of implementing each of the following non -discharge alternatives
Connection to a Regional Sewer Collection System - If the facility is existing and currently discharges
to a PO , when will connection be terminated?
Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
Spray irrigation4/0
",
alternatives to discharge analysis should include boring logs and/or other information indicating that
u surface system is neither feasible nor practical as well as written confirmation indicating that
inection to a POTW is not an option. It should also include a present value of costs analysis as
lined in the Division's "Guidance For the Evaluation of Wastewater Disposal Alternatives"
ditional Application Requirements;
new or proposed discharges, the fallowing information must be included in triplicate with this
ilication or it will be returned as incomplete. .
7,5 minute series tJSGS topographic map (or a photocopied portion thereof) with discharge location
clearly indicated.
Site map, if the; discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
If this application is being submitted by a co6sulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
Penal plans for the treatment system (if applicable), The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final resign -Not released for construction".
Final specifications for all major treatment components (if applicable). The specifications must b
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
description of the treatment system to be constructed.
Site reap identifying the location of the monitoring wells, the recovery wells, and the treatment system
unit.
Analytical monitoring data which sufficiently characterizes the type and concentration of
contaminants on site, This includes a listing of any chemicals found with the maximum observed
concentrations reported. The data provided Cnust be no older than acne ear prior to' he date of this
application. At a minimum, the fallowing parameters must be reported: Benzene, Toluenes
Fthylbenzene, Xylene, Lead, Naphthalene, Phenol, MTBE, 1,-Dichlorethane, Fluorene and
Phenanthrene.
i
3
•
j
cis Page of 4
{

CGSIOOOO N.0-1,
! rtify that 1 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 ✓
(Signs re "of Applicant) ate Signed)
North Carolina General Statute 143-2 6.6 b i provides that:
Any person who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document filed or required to be maintained under Article 21
or regulations of the Environmental Manager pent Commission implementing that Article, or who
falsifies, tampers with or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishable b
a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by bath. (18 U.S.C.
Section 1001 provides e punishment by a fine of not more than $10,000 or imprisonment not more
than 6 years, or troth, for a similar offense)
Notice of intent must be accompanied by a check or money order for $80.00 made payable to:
NC1�l6N
Mail three i3 copies of the entire package to:
Division of Water Quality
Stormwater and General hermits Unit
Poet Office Box 29536
Raleigh, North Carolina 27626-06.36
Final Checklist
This application will be returned as inco oiete unless all of the following items have been
included:
0 Check for $80. 0 made payable to NC ENR
codes of `county map or USGS quad sheet with location of facility clearly marked on map
3 copies of this completed application and all supporting documents
3 sets of plans and specifications signed 'and sealed by a North Carolina P.E.
Thorough responses to items 1- 0 on this application
Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document doesnot guarantee the issuance of an NPDES permit
page 4 of 4
SWU-213-010199?

PLANS AND SPECIFICATIONS
GROUND WATER PUMP AND TREAT SYSTEM
EUGENE BIRMINGHAMPROPERTY
4632 OAKDALE ROAD
CHARLOTTE, NORTH CAROLINA
JANUARY 22,1999
PREPARED FOR
PHILIP R. THO PSON, P.G.
2411 LAWYERS ROAD VEST
INDIAN TRAIL, NORTH CAROLINA 28079
PREPARED 4`«•'• r
JO EPH P. NESTOR, P.C., P.E. =
6736 ROCKY FALLS ROAD��'
CHARLOTTE, NORTH CAROLINA 28211 -�`"°• �r� ':
?Tt
to \Dgf `
-T t '�

1.0 INTRODUCTION ......................
5.0 CARBON USAGE RATES .................................................... 6
6.0 OPERATION AND MAINTENANCE .......................................
7.0 REMARKS .........................................................................7
TABLES
Table 1 x . Ground Water Chemistry
Table 2........ x ...... resign Influent And Expected Effluent Concentrations
FIGURES
Figure 'I . . Site Location tion Map
Figure 2.... .. x ..... . Site Detail Map
Figure 3............... Schematic of Ground Water Pump And Treat System
Figure 4 .. .. Schematic of Soil Vapor Extraction System
Figure 5.......... x ... .................... x .....Sche'matic of Air Sparge System
APPENDICES
Appendix I... x . ..... x .Remediaticn Equipment Literature

s also deal with air spargi
2.0 OVERVIEW OF REMEDIAL DESIGN
Schematic flow diagrams of the various remedial technologies are shown in
Figure 3, 4, and 5. Figure 3 is a schematic of the ground water pump and treat
system. Figure 4 is a schematic of the soil vapor extraction system. Figure 5 is
a schematic of the air sparging system. Ground water will be extracted from one
or two recovery wells, Recovery well RW-1 is shown in Figure 2. A second
recovery well to be designated RW-2 may be drilled in the location shown on

--
Jing the design flow of 5.0 gpm.
ctric submersible pump in each recovery well will pump ground we
atment system compound. Ground water will first flow through an
carbon vessels aligned in series. Treated ground water will flow by gravity from
the carbon vessels to a drainage ditch that flows southward to Long Creek. An
anti -siphon valve will be provided to prevent siphoning from the carbon vessels.
Ambient air will be injected into three air sparging points. The injected air will
provide a source of oxygen for naturally occurring microorganisms thereby
stimulating in situ bioremediation activity, Air sparging is expected to greatly
reduce the concentration of dissolved hydrocarbons in ground water thereby
reducing contaminant loading to the ground water pump and treat components,

t
� recovery well by a regene
ove towards each recoveq
of gasoline. The "worst case" well at the site is monitoring well MWA. During
the last monitoring event conducted November 12, 1998, free -phase gasoline
was noted in monitoring well MWA. Therefore, historical maximum
concentrations associated with this monitoring well for benzene, toluene,
ethylbenzene, and xylenes were used for design purposes. Concentrations
associated with monitoring well MWA are expected to decrease significantly
once ground water remediation is initiated. Therefore, the concentration values
used for design purposes are conservatively high.
4.0 DETAILS OF REMEDIATION SYSTEM COMPONENTS
Product Recovery Management, Inc. (PRM) will provide soil and ground water
remediation equipment, This company is located in Durham, North Carolina and
equipment will be shipped from that location, Appendix I contains information
regarding PRM and the components it will provide.
3

5

z 0 • *Z
z
then be forced un(
and before, between, and after the
carbon vessels,
6.0 CARBON USAGE RATES
oz z 0
. . . . . . .
6.0 OPERATION AND MAINTENANCE
The remediation system should be inspected for proper operation at least
monthly. The NPDES permit will likely require site inspections on a weekly or
more frequent basis. The operator should maintain a log of pertinent system
gauge and meter readings.
The bag filter element should be replaced or cleaned during each visit. It is
recommended that samples be collected of the air stripper influent and effluent
and the effluent of the primary carbon vessel on a quarterly basis in addition to
monitoring required by the NPDES permit. Analytical results for these samples
will allow the operator to determine removal efficiencies of individual
components, determine actual carbon usage, and fine tune system operations. It
is recommended that the air stripper be disassembled and cleaned at least
annually.
6

7.0 REMARKS
The analyses contained in this report represent the author's professional
opinions, These opinions were developed in accordance with currently accepted
engineering and hydrogeologic practices at this time and location, No warranties
or guarantees are intended or implied,
statements of others, including but not limited to, laboratory reports and previous
environmental investigation reports, The author assumes this work and
statements to be accurate but accepts no responsibility for the quality and
accuracy of this work and these statements.
7

TABLES

TI
EUGENE BIRMINGHAM PROPERTY
32 OAKDALE ROAD
CHARLOTTE, NORTH CAR E INA
PAGE 1 OF 1
.w
mWom
'i
gA - MICROGRAMS PER LITER.
DESIGN INFLUENT CONCENTRATIONS ARE HISTORICAL MAXIMUM VALUES
AND ARE BASED ON DATA PROVIDED BY PHILIP THOMPSON.
KPECTE© EFFLUENT CONCENTRATIONS ARE BASED UPON DATA PROVIDED BY PRODUCT
RECOVERY MANAGEMENT, INC.

I
osod DOOTWO Property Line
s C
Garage
(+ 2 & Shed
mw-
4 I
2 i v
a r
, r r
t r -
,
x
Mwo
�t R r
,
LEGOVD
r r r
,
r ,
c
r
rm"etail Map
i- .°

Moisture
Knock out
Tank
0—
(For S VE)
Myers
112 HP
-Flo ES-002
Transfer
PUMP
Oillwater
Separator
QED
Air Stripper
LOP. -
(EZ-4.4P)
Bag
Filter
0(6
Transfer
Free
Product
Tank
PUMP W
PUMP
CL
�g 4>
5
Cr
(F)
liffi(COMW
IN

MISP
Transfer
PUMP
Paffictilate
Krwkout
Tank
wSture, Filter
CPII ----- -- -
Gast
Regenerative
Blur vver
(1. 5 hp)
(R4P1lWW)
Sail vapors in Z
Sod Vapm In ROL
EA
Ball Valve
PUMP
Vacuum Gauge
RW-1 RW-2 Blower
11 Sample Port
VrIs'"y C A
to Scale)

valve
Air
Partiurece,
4 Filter
r
Air In
Air Out
n: to Subsurface AL D-:�5/�
Ball Valve
() Flaw Meter
c Temperature gauge
Pressure Gauge
tit
CAR,
toa 1. — -I-*

. Air Strippers Sea► t : i -8"-PRM-1A1nLL
C: Units t --j
., SVE & Sparge Systems a heir : T " -IT
L-a System Controls ' 11 - B 8I
a landfill Gas Applications
Complete Systems
MANAGEMENT
January I9, 199
Philip Thompson
Thompson Geologic and Envirmnental Services
2411 Lawyers Rd West
Indian TraiL NC 28115
dale Ind SVF, AS, and Pump and Treat System Proposal ##'s TG981 110A
fDear Phil,
As per your request, PRM has re-evaluated the system design based upon the Noveniber sal
dam The net result ifwe keep the same system design as onginally proposed is that your MTBE
leveh ranaining, after the air stripper to ppb. Based on carbm calculations as
attached, On still only reqwres we 90 lb carbm dump out each
pump to tbe Grundfos 5ES -Flo pump. I have lu the original write up,
calculatim, and the ' 1 and updated stripper performance Vm.
Upce a0cq*wx* of this proposaL please sip the semce agreemia and return u t* our Office.
Y eve any quagions, please." free to call.
Respect&l1y subtnitted,
Dana Browlae
Staff Engineer
Product Recovery Managernent
Sou&w-ast: 205 Broad" Street +ur. N 277A a (939) 68 - Fax[phone]
Northeast: PO Box 352 Humme4stown,PA17036 r717) 3 -5577
x":-- _...,.,..:.c ru—e, , [ r—, r- ^f he eshs Iwu

Proposal # T I 110 A
. el ,V "I" Nystem, Oakdale Rd.
4orth Carolina
!s to provide the following -
Extraction System
8 er.a., 1.5 gip, 1
Max flow 140 SCFK Max Vacuum 60 in-H20
. 2 pipe 2" SVE manifold wi vacuum gauges ball valves
3. (3) vacuum gauges, 0-164 In-H20. the on SVE unit, two on manifbid.
4. " inline filter and air bleed in valve
5. Vacuum relief valve, 2" NPT connections, 4ustablerange to 60 in-H20
6. 20 gallon capacity moisture separator, with intrinsicallyhigh level and pump down floats,
site glass, and 1"
drain-
7. V2 hp Myers centrifiq*pump to pump moisture sop contents to air stripper
8. 2" galvanized ink piping. 3'" galvanized &sd=V piping, -back piping.
. (2)165 lb GAC canisters piped to S
10. All components skid mounted, paitud, pre -wired d
Air Spam c System
1. P 1.22 Oilkss Rotary Vam ConVressor, max flow of 33 scfin @ 16 psi.
. 1 , 5 HP, 230 V,'three phase motor
. (1)1" wet fitter
. (1) Discharge
5. (1) Auto pressure of valve, , bleed
6. (1) 0-2 0 degrees F temperature S&Win pressure
7. "14" galvanized 3 well manifold f ball valves, pressure gausm and I-10 SC
Pump and Treat System
l . (2) '6 Hp, 5 gp , wl motor minders, 75' hose, wire, & 6" well seals
2. 1-6 GPM Hydroflo ES-002 Oil water squrator & 55 VJ product drum w/ high level float
3. Stripper transfer drum w pump down and high level floats and Y
. Air stripper, QED model -4.0, -25 4 tray with integral sump. Stripper sized to
reduce 7,520 ppb of ' F. to 3 ppb at 5 GPM.
5. 2 by R5325R-5t fl to provide to
6. 111p, XP, Myers •la centriftal transfer pump and associated Pips )
7. (2) 90 lb 125 psi max carbons. Virgin"8 x 30
mesh-
8. (2) 0-100 PSI presstine gsuM valves, fittings, sample ports,, and associated piping.
9. Hersey Flowmeter, l8x31 plastic
10. Air stripper andblower to be mounted on a pabited steel skid.
11. Both pumps, carbons, and flovvmeter to be motmted on a painted steel skid-

Cabo `can for Active at Oakdale Rai she:
In—fluel goncentrations (uaft St " ffmi I nt
Benzene 30,800 1 tel: 1
Toluene 94,300 100 �
Ethyibenzene 38W 99.97%1
Xylenes 19'sw 99.99%1
9,370199.95% 5
CARBON USE (lb CarbonIi000 gal treated water):
Ben er ) = 1 0.011 Ibt1 000 gal
Tai ne()= 1 0.003 I
Ethylbe end ) = 1 0.001I
Xyi es(1 0.001 lbtI000 gal
M E( ) = 6 L.. 0.13 Ibt1 i
Carbon use based on tables provided by Calgon Carbon, I
ITOTAL CARBON USE = 0.146 lb/IWO el
GALLONS OF WATERTREATED PER MONTH:
1 rninut * w h
CARBON USE PERMONTH:
216,000 Gallons0.146IbIl 000 gal'
u I sod_ per month 3

I
I
Modef 4 xp
Flow qW)
5.0
Woter Temp (F),
60
2SO
A►r T*mp (f ).
60
Altitude (FT).
i5W
ifnant name
Influot
TA rqM
4$.Tmy
6-Tf*Y
4-Tray
v
(Ppb)
(Ppb)
(Ppb)
(Ppb)
(ppmv)
(PI
30WO-0
1.0
<1,O
<1.0
23,4711
2.1
94300.0
1'0
<1,O
0.0
60-9213
V
*tzeme
3$W.0
1.0
<I,O
<1 Z
2.1754
21
11
195000
1.0
<1.0
<1.0
10,9333
1(
t-Buy other (MTSE)
9370.0
'0
r-4* sk
<1.()
C3239
6,
Votoethane
240.O
.0
<1,0
<1.0
0.1444
0
e bibromide
48.0
10
<1.0
<1,0
00152
0

W4
1
4-T $-Tray
lmmAkt t.—A 4
ben
Z 10
to
<to
<1.0
16.7G5t
is, ,
44000.0
l'O
<1.C?
<i.v
28.4257
28.4257
sih
21004
to
<t.t?
<1.0
1.1774
1.1774
p-
ism.0
to
<tb
<1.0
84709
8.9709
rrt E)
514CO
,o
3.00
<i.0
3.4731
3,4749
IA4
240.0
.0
4ci.0
0.0
OA444
0.1444
)
48.0
.Q
<1.0
<1.0 _
04152
0.0162
wwwwqwmwmm tp
'd 8V6
,ON 1 � '!I :5 1

NR.
(Corporate Officer or , )

lorth Carolina
I 1'r IA h
fore me this day and acknowledged the due execution of the forec
Arument.
IAW
(Official Seal)
wk
Notary Public
My commision expires C)k, 23 4a a -cc
L7

15 P A
State of North Carolina4*
Department,of EnVironment
and NaturA Resources
'tc►cr illy RetionM Office
James 19. unt' ,Jr.. ve or NosrrH CARoLtNA DepoiqTmew oF
DIVISION OF WATER QUALITY
September 27, 1999'
Mr. Eugene Birmingham
RT 2 Box 6A
Polkton, North Carolina 2 135
Subject: NPDES General Permit
Eugene Birmingham
Property
Application No. NCG51 430
Groundwater Remed.iat.ion
Mecklenburg County
Dear Mr. Birmingham:
The +Division of Water Quality (Mooresville Regional
Office) hereby acknowledges receipt of the subject
application.
In order for this Office to complete its review, the
information listed below is required.
a) Question No. 10 of your'N.O.I. application,
relating to alternative analysis, needs to
be addressed.
Mr. Philip Thompson, 'Project Consultant, was made
aware of the above requirement during the site
investigation on September 17, 1999.
If you have any questions regarding this matter,
please contact Mr_. Samar ou-Gha: a .e of this Office at
[phone].
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
BG
cc: Philip Thompson, P.G.
919 North Main street, Mooresville, North Carolina 28115 Telephone 7 1 FAX 7 040
An Equal Opportunity Aff ative Action Employer 0% r cled/10 dam past -cons er paper

t
PHIUP *�
'
eon
Fax Cover Sheet
i
l
DATE: Friday, S>+ta bvr , 4090,
;t
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TI ii :
0.21 A
TO* Mr. Samar Bou4hualv
P1111E:
$ 4
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IF
7'Q 0-
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FRO ; Thompson
(7
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umbar of pages Including covershoot,
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PhIMIN R.
.,
Thompson P.G.
October 29,1 9"
. `Sarnarl3ou-Ghazale
DEMNCDEliNR
919 North Nlain Street
Mooresville Regiong Offtee
Mooresville, North, Carolina 28115
Birmingham h*
i g eriy
Dcar Mir. MwGhaza
Qus' 10.
A.) A. sewer systetn does not exist in the' a )Ood, therefore this is not an option.
asr.•a.�.sa;c.c waaaaa,aa..v�vm. w.r +.+....< .+«. rov..•*��,•••,, .----_ ___. ..... ___.'�__ _ .. �„ r
artached map
t a viable,
alatiort,
S'
high water table on site wells will be subject to Wodft, wjecuon wens are aw swicut w
clogging. Ibs is not a. viable optic for d site.
t,
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fjf �9�iND (Y; jjyj � air
lwdW 792
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Lino a
Currently tills
MUD Waterline main
Oakdale
.1