RA-1468_9329_CA_AFVR_20040916_UNKNOWN

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September 16. 2004
Mr. Mickey Roberts
NCDENR
Division of Waste Management
UST Section
Raleigh Regional Oflice
1628 Mail Service Center
Raleigh. NC 27699-1628
RE: Aggressive Fluid Vapor Recovery
RAM #5
HWY 158 East
Facility lD # 0-026626
Jackson. Northampton County, NC
Incident No. 9329
CES Project No. 01-105
Dear Mr. Roberts:
857 West Main Street
Murfreesboro, NC 27855
Phone: [phone]
Fox: 252.398.4 768
Enclosed please find a copy of the Aggressive Fluid Vapor Recovery Report for the above
referenced site.
Please contact me at [phone] if you have any questions.
Sincerely yours.
CES ENGINEERING, PC
Leigh Sumner
Geologist
COMPLIANCE ASSESSMENT
' ' -
REMEDIATION
-------------------
· . E~EE PRODUCT 'i[QVERY REPORT
Incident Name ~ 22/L fhw~ f 4 F ,,
Incident#
Rank: -----Risk ~..L'=._ ___ _
County 11/o
Manager I
FREE PRODUCT RECOVERY REPORT DATES !
Report ___________ ,!
FPR event(s.)_ _________ _
R · •---~I,ft..:~:.''--::1,/1-'L'I _____ _ ece1p 1
Review __ _,,'-'~'J.{r,e,(.!/o::J4~------
Reviewer 12""'-<Z-
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Aggressive Fluid Vapor Recovery Report
Prepared by:
ldAAAAJvL ~Leigh SUT;;ncr
Project Geologist
Red Apple Market #5
Highway 158
Jackson, Northampton County, NC
Facility\\)# 0-026626
By:
CES Engineering, PC
857 W. Main Street
Murfreesboro, North Carolina
CES No. 08-240
September 16, 2004
Reviewed by:
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TABLE OF CONTENTS
1.0 SITE HISTORY
2.0 FIELD ACTIVITIES
2.1 Product Recovery Well Results
2.2 Observation Well Results
3.0 AFVR RESULTS
4.0 CONCLUSIONS AND RECOMMENDATIONS
5.0 LIMITATIONS
TABLES
Table 1 -Summary of Groundwater Laboratory Analytical Results
Table 2-Well Construction Data
FIGURES
Figure 1 -Site Map
Figure 2-Site Vicinity and Well Map
Figure 3-Groundwater Elevation Contour Map (05/27/04)
APPENDICES
Appendix A -Field Data
Appendix 8-Vacuum Truck Specifications
Appendix C-Well Construction Records
Appendix I>-Disposal Manifests
Appendix E-Emission Calculations
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Aggressive Fluid flupor Recore/)'
Red Apple Market #5
NC lf11y 158
Jackson, Northamptun County, North Carolina
1.0 Site History
CES, Engineering, /'.C.
Septemher 16, 2004
Incident# Y329
CES # 01-105
This report is prepared for Eastern Fuels, Inc .. to summarize an Aggressive Fluid Vapor
Recovery (AFVR) event conducted at the Red Apple Market #5 Underground Storage
Tank (UST) site. In Si..!ptcmber 1992. Coastal Environmental Services, Inc., (CES)
conducted UST closure and assessment activities in conjunction with the removal of one
1000-gallon gasoline and three 4,000-gallon gasoline USTs. Soil in the immediate
vicinity of tank was analyzed JOr total petroleum hydrocarbons (TPI-1) by methods
3550/5030. The contaminated soil was excavated vertically and horizontally until
groundwater was encountered and laterally until TPH concentrations were below the
laboratory detection limit. A new UST system was then installed (Appendix A). CES
conducted a Phase I Groundwater Quality Assessment (August 1993) and a Phase II
Clroundwatcr Quality Assessment (October 1994) at the subject facility.
On Febmary 26, 2004 the NCDENR issued a Notice of Regulatory Requirements
(NORR) to Eastern Fuels, Inc requesting a Phase II Limited Site Assessment (Phase II
LSA). A Phase II LSA was submitted August 2004. Following review of the report. the
NCDENR issued a NORR requesting the assessment, removal and cleanup of
contaminated soil and free product. The following report addresses the assessment,
removal and cleanup of free product prcfonned on September I, 2004.
The Red Apple Market #5 has been dosed, the USTs have been pumped of contents and
the site is currently for sale.
2.0 Field Activities
The AFVR recovery set up included connection to monitoring well, MW-1 and
observation data was collected from monitoring wells, MW-4 and MW-2. Light Non-
Aqueous Phase Liquids (LNAPL) was detected in monitoring well, MW-1 with
approximately 3.30 feet of the liquid during Limited Site Assessment activities. Field
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Aggressiw Fluid Vapor Recore!")'
Red Apple A!arket #5
NC ffl,.:v /58
.Jackson. Nor/hamplr/11 County. North Carolina
CE,\', Engineering. I'. C.
September 16. 20().J
Incident II 9329
CES # 0/-105
personnel met at the site at approximately 8:00 am. Vacuum was applied to the product
well, MW-1, while pressure gauges were applied to observation wells MW-2 and MW-4.
A summary of the groundwater analytical data can be !(mnd within Table 1 and a
summary of monitoring well data can be found within Table 2.
The field data is included in Appendix A. Vacuum truck specifications arc presented in
Appendix B. The well construction records arc provided in Appendix C.
2.1 Product Recovery Well Results
Before recovery began. depth to product was measured to approximately 8.35 feet
below land surface and depth to water was measured to approximately 9.20 below
land surl~tce. After recovery had ceased, depth to water was measured to
approximately 8.27 feet below land surface. Product was apparently not detected
within the monitoring well after the recovery event.
Truck vacuum gauge readings ranged from 22 to 27 inches of mercury. Stack
velocity readings were measured using a pilot tube and stack emissions were
measured !Or temperature and relative humidity. Temperature measurements
ranged from 225 "F to 253 "F and relative humidity measurements ranged from
17% to 36.5%. Stack velocity readings remained a stable 50 feet per minute
(ft/min) alter the initial reading of 450 ft./min.
Total petroleum vapors (TPV) were measured using a GasTech detector calibrated
with hexane concentration of 24% LEL (lower explosive limit) in air. The
measurement ranged from 95 parts per million (ppm) to 100 ppm, although the
TPV measurements averaged 95 ppm.
!'axe 2
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Aggressive Fluid Vapor Recrll'el}'
Red Apple Markel #5
NC //11:1' !58
)achon. Northampton County, North Carolina
2.2 Ohservarion Well Results
CE.\', Engineering, I'. C.
September 16, 200./
/ncide/11 # 9329
CES # 01-105
Water level measurements taken form the two observation wells during recovery
remained consistent at 9.3 feet below land surface \Vithin monitoring well. MW-4
and 8.8 feet below land surface within monitoring well. MW-2.
3.0 AFVR Results
The recovered Huids were first measured and then ofT loaded to the CES Engineering
Waste Water Treatment Facility in Murfreesboro, North Carolina. The disposal manifest
is included in Appendix D. Approximately 150 gallons of contaminated groundwater
were recovered during the AFVR event.
Calculations indicate approximately 21.99 pounds of petroleum vapors were emitted
during the recovery event. The total cost of the event, including field supervision, AFVR
costs (mobilization, well head hook up, max rate and waster water disposal), and free
product level check was approximately $2,743.00. Assuming a gasoline density of 6.0
pounds per gallon, 21.99 pounds of petroleum vapors equate to approximately 3.67
gallons of gasoline in the form of vapor emissions. Approximately 3.67 gallons of
gasoline in the form of vapor emissions were produced during the AFVR event. The cost
of this event was approximately $747.82 per gallon of gasoline (vapors) recovered.
Calculations arc presented in Appendix E.
4.0 Conclusions and Recommendations
All monitoring wells should be monitored for free product. If free product is detected.
another AfVR event should be scheduled.
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Aggressh·e Fluid Vapur Recm·ery
Red Apple ,\1urket #5
NC //11:1' /58
Jackson .. Norllwmplon Coumy. Nol'fh Carolina
5.0 Limitations
CES. (ngineering. I'. C.
September 16. 200-1
lncidem # 9329
CES # 01-105
This report is based on a limited number of samples and chemical analyses. The
conclusions presented in this report arc based only on the observations made during this
investigation and data provided by others. The report presents a description of the
subsurface conditions observed at each monitoring well location during this investigation.
Subsurface conditions may vary signilicantly with time, particularly with respect to
groundwater elevations and quality. Conclusions and recommendations set forth herein
arc applicable only to the facts and conditions described at the time of this report.
In performing its pro!Cssional services, CES Engineering, PC uses that degree of care and
skill exercised under similar circumstances by members of the environmental profession
practicing in the same or similar locality under similar conditions. The standard of care
shall be judged exclusively as of the time these services arc rendered and not according to
later standards. CES Engineering, PC makes no express or implied warranty beyond its
conformance to this standard. CES Engineering, PC shall not be responsible for
conditions or consequences arising from relevant facts that were concealed withheld or
not fully disclosed for this report. CES Engineering, PC believes that all information
contained in this report is factual, but no guarantee is made or implied.
Page .f
-------------------
Cw-C36 Cs-Cs
Sample ID Date Aliphatic Aliphatic
"gil "gil
MW-1 05/27/04
MW-2 05127104 <100 <100
MW-3 05/27/04 <\00 430
MW-4 05/27/04 120 440
MW-5 05127104 <100 280
MW-6 05127/04 <100 <100
MWD-7 05/27/04 <100 <100
Nurth Carolina
Groundwate~g;~a:~~~IJ 93,860 -110
Standards (GWi '5 u I
Table I
Summary of Groundwater Analytical Results
Red Apple Market #5
NC Highway 158
Jackson. Northampton County. NC
CrCu CrCio MTBE DIPE Benzene Aliphatic Aromatic
"g" "g" "g" j.lg II "gil
Toluene
"g"
Light Non-Aqueous Phase Liquids
<100 <100 14 <5.0 <1.0 <5.0
130 <100 <1.0 <5.0 46 <5.0
120 <100 <1.0 <5.0 <1.0 <5.0
270 180 <1.0 <5.0 <1.0 <5.0
<100 <100 6.6 <5.0 <1.0 <5.0
<100 <100 <1.0 <5.0 <1.0 <5.0
-1200 -12,000 200 70 I 21
Ethyl-X)'·lenes EDB benzene
"gil "gil "g"
<1.0 <3.0 <0.010
<1.0 5.1 <0.010
1.9 5.1 <0.010
<1.0 <3.0 <0.010
<1.0 <3.0 <0.010
<1.0 <3.0 <0.010
19 530 0.004
-------------------
Well
Number
MW-1
MW-2
MW-3
MW-4
MW-5
MW-6
MWD-7
Total Depth Screen
Interval (ft) (ft)
13 3-13
18 8-18
17 7-17
16 6-16
16 6-16
16 6-16
35 30-35
TABLE2
Monitoring Well Data
Red Apple Market #5
NC Highway 158
Jackson. Northampton County. NC
LNAPL Depth to
Thickness (ft) Water (ft)
3-30 9.80
Not Detected 9.30
Not Detected 6.35
Not Detected 9.75
Not Detected 10.95
Not Detected 12.85
Not Detected 10.80
Relative casing
Elevation (ft)
100.00*
98.99
98.77
98.41
101.47
99.53
98.89
Note: All elevations surveyed to an assumed datum of 100' at MW-1
Relative
Groundwater
Elevation 1ft)
90.20
89.69
92.42
88.66
90.52
86.68
88.09
- - - - - - - --· - - - - - - - - - -
PROJECT LOCATION MAP
COASTAL ENVIRONMENTAL
SERVICES, INC.
Figure: 1
Site: RAM #5
Date: 9-23-92
Scale: 1 "~2,000'
Drawn B : U.S.G.S.
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PROPERTY OF TOWN OF JACKSON
~
JACKSON w FIRE
DEPARTMENT
N ,---
---, -·-·-·-----·-·
I ·--·-
I s 0
MW-1 MW-2 I s I
PROPERTY OF CAROLINA I RED APPLE )4.000GASOLINEj TELEPHONE & I MARKET#5
TELEGRAPH COMPANY I ~f~cl I -
I FORMER ~
GASOLII'.'E ;:3
I USTs ~-I
MW-4
I s I
I MWD-7'1t I
I SMW-3 I
--'----·-·-·---·-·-·---·-·----~
U.S. ROUTE# !58
s NORTHAMPTON ,\IW-5
COUNTY
COURTHOUSE
l
LEGEND DRAWN BY: D. FRIEDMAN s GROUNDWATER MONJTOR!NG WELL LOCATION DATE: 07/26/2004 NO. CES ENGINEERING, PC ~ TYPE IJl DEEP WELL
CHECKED BY: 857 W. MAIN STREET 0 SOJLSAMPLELOCAT!ON
SCALE: AS SHOWN MURFREESBORO, NC 27855 --PROPERTY LINE
~ EXCAVATION HOUNDARY PHONE: [phone] W WATER STORAGE TANK DRAWING NO: . FAX: [phone] ~ 10 20 I ~-=· .::J SCALE IN FEET
LAW ENFORCEMENT
52 BUILDING AND JAJL
0 --
"' ?!' I ,...
"' _I "' -{:5 I "' I ,...
0 I "-. "' I q
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s
MW-6
REVISIONS
DATE FIGURE2
SITE PLAN
07/26/2004
RAM#5
JACKSON, NC
.... ________________ _
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N
PROPERTY OF TOWN OF JACKSON
JACKSON
FIRE
DEPARTMENT
~
-·------
1
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PROPERTY OF CAROLINA
TELEPHONE&
TELEGRAPH COMPANY
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I ___ )_ -
U.S. ROUTE# !58
CES ENGINEERING, PC
857 W. MAIN STREET
MURFREESBORO, NC 27855
PHONE: (252) 398~4533
FAX: [phone]
NORTHAMPTON
COUNTY
COURTHOUSE
\
LEGEND \S GROUI-.'DWA TER MO~ITORING WELL LOCATION
~ TYPE Ill DEEP \\'ELL
G) SOIL SAivll'LE LOCATION"
--PROPERTY LINE
"V'V'v EXCAVATION BOUNDARY
W W,\TER STORAGE TA..''IK
~ 10 20
•1111111 I ~­~CALE IN !'HoT
--
RED APPLE
MARKET# 5
L:~~L YM;-2
/ 89.69
I ~r:~~~'·"""~G~"~O<~.IN~En~
L
______ .yll ~~ I~.OOOGASOI.!NEI ~ i1i 0
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~~" ~ L:~~~~ L! ~ MW-4 s
88.66 1-
--· --·--·-
89.00/ 7
90.00
91.00
I
DIRECTION OF
WATER FLOW
DRAWN BY: D. FRIEDMAN
DATE: 07/26/2004
CHECKED BY:
SCALE: AS SHOWN
DRAWING NO:
90.52 s
MW-5
91.00
NO.
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\
90.00
f-. p -f...:...'
C!
REVISIONS
DATE
--
\
\
89.00
86.68 s
M\\'-6
LA II' ENFORCEMENT
BUILDING AND JAIL
FIGURE 3
Groundwater Flow Elevation
Map (in feet)
07/26/2004
RAM#5
JACKSON NC
----------- - -.. -~'2?~­AFVR FIELD SHEET S-!a•+ l"tfY ---"--:__· ~-
GALLONS RECOVERED:
-;:, ---~
MONITORINGWELLS·MW-:t MW MW --
DEPTH TO PRODUCT: I i<'. :55
DEPTH TO WATER: 9,9
-DISTTOOBS-IMIU#~ LUk 'l.~S ·--·;... ~\·-:·-::~ .. -. __ /.'' ·. -" ·• ', .'•
-.. _~---~_;fJ·~;_:~h ~·-
DISTTO OBS-2:M11Jtt.9 /tJ/L 9, 3
TllVIE VELOCITY LEr)\'Pr» ~~;;,_. TEMP~RATURE V~ClJUM~'. i:>BS-2. OBS-3
DIST TO OBS-3: ., ...... t:,;,,; #'f $2
~~ :0<'! .so-95 J{,.5fo':; 22:5 •p 2'? o/o 9-3 ?.fr -
ICJ '3_o J50 g'C) ';}.7 • b' '71> :13 0 •F J 7 'lo ' ~ 3 --· 'i':!T
C"'}O .so I ' s 3{. 't% 2'1 2-·r .V% 9 ) r.o-
//:00 -~0 I ' S' /7, 22~'=> fJ 2-'1 <;•F 2.?% 9J. ?.7'
rzop .$() /OE:i 17% 2/-!'t'F 2?% 19. J :r.o
J :S6 :;z:, 10 i) I tf')a /) <;; t? ~~ ;:;1/o 9 ~ '2<?
2:30 • 5'0 IT'\ (Y. c'% 2't'J<>F 277. 'j.') J:f
:FlO ' S'o 95 I 7. 7% 25J·F 2-l% 1-3 ?.e
ILJ:o o • 50. '15 I? I 'd-53°F P7 "'t> q3 ?'6
it.(SD • 5o'-'15 1/.0 ;). 5:;1 ° F ;:;r;OJ6 qJ 2'8'
' -
Sl-D-PE 11 f\FV 'f.312.
~~\ {"><>-{\--( MW ') UJL '7:. 'J.<j,
oBs MIUi: y IJJ L q,Q.S
o Bs::. M IV-!: ;)_ Wl '6,'1.3
~~~-----------~-----
l! 26
0
------
Humid Heal Per Cent RelotiYI Humidity
40 60
"' "' 0
..
01"! 8oooo co o
(hwt--U) 10 q-I")
_L '-'flff
L
0 N 0
::::
t::
r~
BO 1~ 120 140 160 lBO 200 220 240 2~ 280 ~ 32
Dry· bulb Teml)eroture, Oeg.F.
F10. 5-0. Humidity cho.rt. for air-wnter vapor mixtures.
fr.~ P.w.J M£
--
f!,, f/1, /1h,
s~~ !11"-""J
>"' tJJ.~~
lft<Gn.<J -/kft &of C,;
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0-l/1-l/99 09 45 FAl 9103751801 S!:L.WROCK ENVIRON @OOJ
HJg/7 vacuum blower
with intake/exhaust silencers
' ' '
8/awBr In/at fflter ass~mhly
with remots cantml 4-lny V3flte
fEATURES
• Air injection cooling -
no vacuum relief.
• No oil lubrication
required.
• Continuous vacuum
27" Hg 24 hours a day.
• Hydraulically drive.n
blower.
• Full open rear door
and dump system.
• Nitrogen purge line for
offloading hydrocarbon
products.
• Extended blower life;
no frictional wear.
• Oil free exhaust air, no
oil catch required.
• Pressure unloading
capability.
• Truck engine hydm-
carbon emergenc:1
shutdown system.
• Static grounding ';ys-
tem with truck exhaust
spark arrestor.
• Blower exhaust air
scrubber with hose.
· · STAND~R.Q EQUIPMENT
• Control panel • Work lights and safety beacons
• Sheil and head material: 0.3125" SA516-70 carbon steel
• 72" tank diameter • Full opening rear door • Full dump, 20 ten
capacity cylinder • PTO and hydraulic system with pressure reli·3f valve
• All vacuum/pressure plumbing D 4" intake valve, 6" discha11ra valve
• Top manway assembly • Internal surge baffle • Tank leV? I gauge
• DOT lighting • Non dumping hose trays • Mud flaps • Tool box
• DOT bumper • Primary and secondary shutoffs • WaJkwa.y with
safety rail • Body safety prop 11 Door safety prop • Fire extinguishet
"'(;•~-WASTEQUIP
cusco
JO!I ENf'OI'!D ROAD
RICHMOND HILL.. ONTARIO, CANADA L4C ~Eg
Tel~pl1on<l: (~) 883·1214 ~u [SO'! 583-1778
Toll Fru: 1-!l00-.49t;-J~41
Q:Jtionaf high pressure wash system
PERFORMANCE DATA
BLOWER
Maximum CFM 800
Maximum Hg 27
CFM@ t5• Hg 640
Cooling Air
Drive Hydl<lulic
OPTIONS AVAILABLE*
• Transfer gear pump offloading
system.
• High pressure wash system.
• Tank size 1,000 USG to 5,000 USG.
• Tank full alarm with siren.
• Stainless steel tank, secondary
shutoff, hose trays.
• Hyd~ullc v1hr::..to,..
• Trailer mounting.
·Contact factory for additional op!ions.
PRINTED IN CANADA
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O.J/14/99 09:45 F.H 910JT51801 \II-2--1: liT-4-l 2.-:o .. -.,.,: C 2: Z:."r.·: ..:·•. ,._.._. · ·.:,_., ... ,;. •
VI-co
hihori PERFOR~~ANCE
MODEL :
SH:\JIROCK E~TIR0:-1
CUF\VES
Sli\ V 6
VACUUM
SUCTION CONDITIOI\'S Ui-:'i:r.l/1"1 ~".! 1~ mc:ximnm
Cv ., ln~l --o=:.;;-ne Cf"ll
Fe .,. /...~tl:-<: po~ Hr·
\'l' :: V:;)L";;lC d'i~::l~o:fl'\r:1\
4J • lii~fere:'l(d P'"~r l
I'CCuvm ~150 i\FI.I
'~ "' TaTtpttOCllre . 58'(
-2'1" HQ
liJ002
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5 5/16"
135 rrrn
0..2J1 dr
6.53 l/rev. u .. m.um IIQO..I\11'1'1
l.(niTun :tpeed
IJ~\mum speed
s..-ometrie p. w~:.
. eoo RPv
360::> RPU
29.92 HQ
t1 "' ~q.:f s;,~ R?U.
f':>....:r .-... ,.._,..;/old 1'18-J"( R(V 0 195.07.19 By : C.B.
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FOR OFFlCE USE ONLY North Carolina-Department of Environment, Health, and Natural Resources
Division of Environmental Management· Groundwater Section
P.o. Box 29535-Raloigh, N.C. 27626-0535 QUAD. NO. -'----SERIAL NO. ____ _
Phone [phone] Lot ____ """·
Minor Basin ..,., Code:============== WELL CONSTRUCTION RECORD MW-1
DRILliNG CONTRACTOR: __cC~E.,_S,_,_, _.:I.cnc,c'--------HeadorEnL
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1341 PERMIT NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town:~J.ac..<=on __________ County: -~N~oo..rr~t~hlaa.rtm~p~t~oD.JJn ______ _
!58
(Road. Corrrounity, or &Jbdivision and Lot No.)
.2. OWNER Eastern Fuels Inc
ADDRESS~ O. Box 1386
DEPTH DRILLING LOG
From To F011f1ation Description
Ahoskie
(Street or Route No.)
NC 27910 Tan Sand·y Si 1 t
CityorTown Slata ·ZipCode Orange Sand
3. OATEDR1Ll..ED 6-10-93 USEOFWELLMonitorinq
4. TOTAL DEPTH ~lc,3,_' ___ _
5.0
I I . 0
11.0
13.0
Brown Clayey Sand
BroWn Coarse Sand
5. CUTIINGS COLLECTED YES~ NOD
6. DOES WELL REPLACE EXISTING WELL? YES D NOG
7. STATIC WATER LEVEL Below Top of Casing: ·===FT.
(Use • + • il Above Topol Casing)
FT. Above Land Surface• B. TOP OF CASING IS __ _
• Cuing Terminated 11Vor below land autfea.lllllegal unl1111 a varlancel•luued ----------
. In accordance with 15A NCAC 2C .011B
9. YIELD (gpm): METHOD OF TEST--------------
10. WATER ZONES (deplh):-------------------
11. CHLORINATION: Type _______ Amount-----H additional space is noodad uso back of form
12. CASING: ~~~~~~~~~~~~~~~~~~
wan Thickness LOCATION SKETCH
Depth Diameter or WeighliFL Material (Show direction and distance from at least two Stnlo
From-.ll---To _ _,__ FL-'----0. 1 51 Scb. 4 OPVC
From To Ft.----
From To FL----
13. GROUT:
Depth Material Method
From _;0.__ To 1 Ft. PortlandTypei Pour
From ___ To ___ Fl. ____ _
14. SCREEN:
Depth Diameter Slot Size
From _3__To___l_]__Ft 2 in.0-010 in.
Material
Sch.40PVC
From ___ To ___ Ft, ___ in. ___ in. ____ _
From ___ To ___ Ft. ___ in. ___ in. ____ _
15. SAND/GRAVEL PACK:
Depth Size
From 2 To_.o.l"-3-Ft.Torpedo
From ___ To Ft. __ _
Material
Quartz Sand
Roads, or other map reference point~)
~-'--:::---1 ·-·--w ---~-------------0 ____ _
?~7ITf~
·-·---·-·/
' " l!
T ·~"" ' , ... '"" ,, "0'"'" "< '" ,_,_., -·,.. ' ....
16. REMARKS: __________________________________________________ ~----------------
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS E3EEN PROVIDED TO THE WELL OWNER.
-----1!!!!!!1-1!!1!1 lliiiiil - --- -
CROSS SECTIONAL VIEW
8" STEEL BOLTOOWN 1-J.ANW!W WITH
1.5' ' 1.5' CfNCRETE PAD
GROUND SURFACE
LOCKING CAP TOP VIEW
PORTLAND TYPE 1 GROUT
1.0' DEPTH TO TOP OF BENTONITE 1.5' ' 1 .5' '!NCRETE PAD
2" SCHEQ!.!~E 4D eve CASING ol-1 2.0' DEPTH TO TOP OF SAND
*
,-.-
~-0' . DEPTH TO TOP OF SCREEN " ~~ ~~ 0 f = ;..1 =1\ 8" STEEL BOLTDOWN MANWAY 0 0
SAND PACK--] 1 \._ '!!!-H =" 0 -il !:! t q
"l'J = ~; 2" SCHEDULE 40 PVC SCREEN ----!~ "-0 ';'§-~~ * = * -~-;:::;
® 1
·*' ="' :~ = -'~ B-':~ 13.0' DEPTH OF BOTIOM OF SCREEN
TOTAL DEPTH LW 4-T?:!F'''
COASTAL ENVIRONMENTAL
SERVICES, INC.
0.0. OF BOREHOLE -"'-WELL NUMBER: MW 1 Site: RAM #5 o.o. OF CASING 2C DATE STARTED:_ JACKSON, N.C. LI:NGTII oc SCfl[[N 10,00' ""' "'"" . ~ SCREEN OPENING SIZE 0.010" I ' Date: 7-29-93 DRILLING . Scale: NOT TO SCALE DRILLING ~~~~~~:
Drown B": T. BENTHALL
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North Carolina-Department of Environment, Health, and Natural Resources
Division of Environmental Management -Groundwater Saction
P.O. Box 2g535-Raleigh, N.C. 27626-0535
Phone [phone]
WEll CONSTRUCTION RECORD MW-2
FOR OFRCE USE ONLY
QUAD. NO.-'-----SERIAL NO. ____ _
... , ____ Lo...,. ""--
Minor Basin• -============== BasinCodo_
DRILLING CONTRACTOR: _.:C"-"E"S'-''--'I'-'n,;C~------~HO.,;· '~"'!!':;""~'========-"G":W~·1'.;E!:!"!!o' ___ j
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1341 PERMIT NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
NearestTown:~L'U=aocn_ ________ County:_.J:NiiOJ.j(Lt!..hu.aaJJIDi;Pi.Jt.JO.Lnu_ ____ _
158
(Road, Corrrnuniry,or GubdMsioo and lot No.)
2. OWNER Eastern··Fuels,
ADDRESS P .o. Box 1386
Ahoskie
(Street or RoutD No.)
NC 27910
CiryotTown Slate ZipCod8
DEPTH
From To
1.0 2.0
2.0 4.0 3. DATE DRILLED 6-11-93 USEOFWELL Monitoring--=--'-"'---..::..'"'--
4. TOTAL DEPTH ..J1u8L''---.,-
5. ClrTTINGS COLLECTED YES IX] NOD
6. DOES WELL REPLACE EXISTING WELL? YES 0 NOiiLJ
4,0 6.0
7. STATIC WATER LEVEL Below Top of Casing: ,-::::::;;:=FT. 6.0 7.0
Fonna~on Description
Tan Sand ..
Brown Silty Sand
Brown Silty Sandy
Clay·
Orangish Broom Sil
Cla
Reddish Orange Sil
Sand (Use"+" if Above Topol Casing)
FT. Above land Surtace• 7.0 11.0 U. 8. TOP OF CASING IS __ _
• Cnlng T•rmlna!•d atfor ~low l11nd surface laiU•gaf unl••• • variance I• Issue-d---''-'-'"----"'-"--'-"--Orangish Brown Si1
Sand . lnaccordaf'lc. with 15A NCAC 2C .0118
11.0 16.0
16.0 18.0 n 9. YIELD (gpm): METHOD OF TEST-------D-'-"----'-"-'-"--
10. WATER ZONES (depth):--------------------
Tanish Gray Silty
Sand
OrangishBrownSilty
0
D
D
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11. CHLORINATION: Type ------Amount----If additional space is needed us& back of form Sand
12. CASING: ~~~~~~~~~~~~~~~~~
Wan Thickness LOCATION SKETCH
Depth Diameter or WeighVFl Material (Show direc1ion and distance from at least two Stale
FrOffi-"'--To _u__ Ft.~2"--0. 154 Sch. 40PVC
From To Ft.---
From To Fl----
13. GROUT:
Depth Material Method
From _,o,__ To 4 Ft. PortlandType I Pour
Fwm To ___ Ft.. ________ _
14. SCREE;J:
Depth Diameter Slot Size Material
From _B_To__!__Ei_Ft __ 2_ in.O.OlO in_Sch.40PVC
From __ To __ Ft. __ in. __ in. ____ _
From __ To __ Ft. __ in. __ in. ____ _
15. SAND/GRAVEL PACK:
Depth Size Material
From -'6'--To 18 Ft. Torpedo Qaurtz Sand
Fwm ___ To ___ Ft. ________ _
Roads, or other map rolorence points)
"'----r
.:~-~~---8 . ' -----. . '
.
l
'"''"'"' ~= '''""' , .... "" ,, ""'"'"" . ' " ,_, . .,
16. REMARKS=--------------------------------------------------~----------------
I DO HEREBY CERTIFY THAT THIS WEll WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
,..,_,.,. "''"' ,..,,
CROSS SECTIONAL VIEW
8" STEEL BOLTDOWN MANWAY WITH
1.5' x 1.5' CfNCRETE PAD
------r:::'::-:T--:-7=::::-= GROUND SURFACE = f----LOCKING CAP
PORTlAND TYPE 1 GROUT---
2" SCHEDULE 40 PVC CASING ----j-f 6.0' ; H'ci---""'----.,~ ~~ .;~ 8.0' ~-'.~
J = n
DEPTH TO TOP OF BENTONITE
DEPTH TO TOP OF SAND
DEPTH TO TOP OF SCREEN
TOP VIEW
1.5' X
0
8" STEEL BOLTDOWN MANWAY----f---jo 0 t ;:: «-<.
2" SCHEDULE 40 PVC
SAND PACK.,.............-@ ;:~
SCREEN----f3~~ ~~~~
:1 =) ~ =""' .,., I
;TI;Et-· __ _!_1"8 . .!'_0'~-DEPTH OF BOTIOM OF SCREEN
TOTAL DEPTH 1 B.O'
O.D. OF BOREHOLE ....9.'.'.__
0.0. OF CASING ..1.'....
LENGTH OF SCREEN 10.00'
SCREEN OPENING SIZE 0.010"
WELL NUMBER: !JW-?
DATE STARTED: 6 11 93
DATE FINISHED: 6 11 93
GEOLOGIST: JEFF CORSON
DRILLING METHOD: AUGER
DRILLING FLUIDS:
0
COASTAL ENVIRONMENTAL
SERVICES, INC.
Site: RAM _!5
JACKSON, N.C.
Dote: 7-29-93
Scale: NOT TO SCALE
Drown Bv: T. BENTHALL
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Nor::1 {.;arolma. Uepar'.mant of t:nv1ronmant. Healtll, and Na:Ura/ Re:ourcos
Oi..,j:ion of Environment..al Management· Groundwater Seeicn
P.O. Box 29535-Raleigh, N.C. 27626~53.5
Phone (919) 7:33-3221
FOR Oi=NCE USE CN!..Y
CUAO.NO. -~---SEM!ALn::J._
Lo< ____ loo;. _. ---
M~B=in
WELL CONSTRUCTION RECORD /h4J-f I :,.~-~·~c~"""~~~;::::::~;;~
ORIWNG CONTRACTOR: _ _,C=·· '-'£=-'5"'-,,,_· ~::z;;6!2<C:;:_,_. __ ~""'""En< "'"'' ,..,_
., ~? "''/ STACE WELL CONSTRUCTION
CAIUER REGISTRATION NUMBER:_ ~--d..Z.-PERMrrNUMBER:
1. WELL LOCATION: (Show sketc:"l of the location below)
No~o.: Town:_..J.!<.d'-'...'-"--------,-Co"'ty: ~A/.«k-/t<:z:oht_~421<.,~-...ZOd!<a~----
/£~/N~n' £:.,.,<
(Ro.ad, Colmnriry, Of" • • .and l.Dt No.)
2. OltiNER &cko E;x,& ;;lb.r.
ADDRESS e(!. rt!u /I 1/tf
(Silet~:t or Acute No.)
A/...f.·, 4C ::?79/t?
C:lyorT....., S~te Z:-pCode
3. OATEDAILLFO "i·/tJF1f.t US20FWEllAM1·;/w=~'.o"'
4. TOTAL DEPTH ~~~ ' ~
5. CUITINGS COLLECTED YES Lia NOD
6. DOES WELL RE?LACE EXISTING WELL? YES 0 N00
7. STATIC WATER LEVEL Below Top of Casing: • .,--,.:;.,.-FT.
8. TOP OF CASING IS __ _
(l1se ·.,.·it Above TOp o/ ~)
Fr. Above land Surface•
DEPTH
From
0.0'
To I e(.(i
Q,tJ' f:tJ'
7.t?'
?,a' /1. II'
a o · ' U,()'
'"Culno; T•rmlru:t•d at/or below /1111d aurl:~~o. Ia Uleo;al unfe" a vwianc. r, J~ad ----------
lrl aec:mbnea wilil15A NCAC 2C .D118
9. YIELD (gpm)· METHOD OF TEST ______ ---------
10. WATER ZONES (depl/1):---------------------
DRilliNG LCG
Fo=~:Xr\ D=i:i=
d3rnm S: f4, S.
d, ,• I
11. CHLORINATION: Type _______ Amount____ n additional s:paca is neodEK! usa baci.ofform
12. CASiNG:· -~~~~~~~~~~~~~~
Frcm tJ.t? o;;th ~-0 FL
02?~-r.
Frcm---To---Fl----
Frcm To Ft.----
13. GP.OUT:
Waa Thidtness
or Weighti'FL M<it.e~
<21 Sf S,., U't'I'C
Depth Material Methcd
F'cm f2.0 To ZR Fl Bv!4./7j.-cf cf?.c
F'om __ To ___ Fl -----------
14. SCREEN:
Depth Diameter Slot Size Material
From~ To /~I Ft 7-tP in. 0-IM in. ~6-f;en
From __ To __ Fl __ _ in. __ in.----
From __ To __ Fl __ _ in. __ in·--~-
15. SAND/GRAVEL PACK:
Depth Size
F'om _·Cf.p_ To__l(j_ Fl -r,~ 4{: Material
u.v-1-<-S., ,/
From To Ft -----------
LOCATION SKETCH
(Show Ciree!ion and dis:<1oca (rem at /aa.s: t'M:I ~
Roads, or other m<ip roforenca pcir.:s)
16. REMARKS:....,.--------------------------~-------
I DO HEi=IE3Y CERTlFY THAT THIS WELL WAS CONSTRUCTED JN ACCORDANCE WITI-1 15A NCAC 2C, '.VELL
CONSTRUCTION STANOAROS. AND THAT :s;:f)ZZLED TO THE l'ro;~~~::~ f ~
SIGNATURE 01= CONTRACTOR OR AGC:!'.'T 0:..'7';:
GW-1 AE\1.$.')1
- - - ---1!!!1!1 1!1!1 1!1!1 1!1!1 1!1!1 11111!1 11111!1 -= -= == == == -'
CROSS SECTIONAL VIEW
8" STEEL BOLTDOWN 'MAifNAY WITH
1.5' x 1,5' CrNCRETE PAD
------T~;;:;:r==t:OCi(iN(iC;:p GROUND SURFACE LOCKING CAP
PORTLAND 1YPE 1 GROUT---
2" SCHEDULE 40 PVC CASING ---H
•. 0 w m:r. ------""---
! ii
,n
DEPTH TO TOP OF BENTONITE
DEPTH TO TOP OF SAND
DEPTH TO TOP OF SCREEN
TOP VIEW
1.5' x 1 .5' CONCRETE PAD
0
t-..•
SAND PACK___, :I !
t; = '~ ~-,,
8" STEEL BOLTDOWN IJ.ANWAY----+---j o 0
!< = '~ -~-~: i r
2" SCHEDUl f 40 PVC SCREEN---fffi~ fi ~ = f
TOTAL DEPTH __ J."O."JL n __ --
0.0. OF BOREHOLE __a:_
0.0. OF CASING ..1:._
LENGTH OF SCREEN 10.00'
SCREEN OPENING SIZE QJU..Q:_
~ = ,,,_ -~ = ,_,
:~ !~ .f = f
16.0 DEPTH OF BOTTOM OF SCREEN
WELL NUMBER: uw-
DATE STARTED: ~
0
COASTAL ENVIRONMENTAL
SERVICES, INC.
Site: RAM#5
JACKSON N.C.
Date: 1 D-12-94
Scale: NOT TO SCALE
Drawn Bv: S. GRESHAM
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326 Hwy 42 W Ahoskie, NC 27910
'
Manifest:-~------------­
Generator: r... .--; 1/! :::/ ~:~-
Date: __ c,_,; /--''-"-J-"-r--'"1 _______ _
Phone No:---------------
EPA 10 No: ____________ _
Contract: ______________ ~_
Process which generated waste:
I certify that the materials described below arc properly described, classified,
packaged, marked and labeled, and are in proper condition to be transported in
commerce under the applicable regulations of the State, the Environmental Protection
Agency and the Department of Transportation. I certify that the waste described
below is non-hazardous. I certify that the specific waste was delivered to the carrier
named below for legal treatment, storage, or disposal at the site indicated.
For Emergency Response
Calllnfotrac: 1-800-535-5035
24 hours a day • 7 days a week
/) ,1 j ;·
Signature 1\(:'f;Tf(fl ' '-' ' __ /
Description of Waste Circle Form Quantity Circle Units Container
N(), 'I ' Solid Cu. Yards/Drums/runs --' --~ )~ro, n;~ :·;r I,,,. I ".!' <Wastewater...> .:· !.' (Gallons/Drums ·---·
..._ ___
. _; .
fLiquid for Solidification Gallnns/l)rumsfl'on~
Sludge Cu. Yards/Orumsfl'ons
Transporter:
( F-.-
Vehicle License Tag Numbcr(s) ,' R · '7/• ,(,:..../
I certify that the specified waste was transferred in a registered (licensed) vehicle to the
disposal treatment, storage. or disposal facility named below and was accepted.
Qn-h~.-/v ((!il·n-r-+ ;:~1) 1\t~'-~ <\·' 1·\-:~k.r~! r)QrN~ C{\ i \tJl)
Pic{Jp DriverS Signature
Facility: Eastern Fuels Co.
326NC 42 W
Ahoskie, NC 27910
HamllingMelhod: ,.-;,,-~~,,_ ''"'· ·'\\-r\
nate I-!j;livering Driw•r S Sig1rature
Phone No:
Permit No:
252-332-5021
WQ00004579
Date
Contact:--------------
I certify that the Transporter above delivered the specified material to this facility and was
accepted and properly handled in the above manner. We are authorized and qualified by the
State of ,'.'.'H·<~. C'(il(-1. ,., ,,, to handle this material.
._l / , : J : 1 : Date--·~:_· _o'l'-. _____ _ Signature ----'-~·{~·,~·.-;~·-,~'-----·~''-· --'-'~·~·..:.· --------------
COPY 2 • Return to Gcm•rutor
YELLOW
COPY] -Trnnsportcr Retain
PINK
,, .,,
AGGRESSIVE FLUID VAPOR RECOVERY EVENT
SITE NAME:
INCIDENT NUMBER:
AVERAGE DEPTH TO GROUNDWATER:
Red Apple Market #5
9329
9to10feet
DESCRIBE SOIL IN THE SATURATED ZONE:
INDICATE AVERAGE HYDRAULIC CONDUCTIVITY (if known):
Brown Fine Silty Sand
Unknown
IDENTIFY THE WELL AND THE 1.0. OF EACH WELL USED FOR AFVR: MW-1
PROVIDE BLOWER SPECIFICATIONS OF THE VACUUM TRUCK (cfm@ in Hg): Appendix 8
TOTAL GALLONS OF CONTAMINATED GROUNDWATER IN TANK (GALs) 150 aallons
DRY STANDARD CUBIC FEET PER MINUTE (DSCFM) AIR FLOW CALCULATIONS (Qstd)
Date lime Pi';;~ tiD Tt.;: Ref ('::tid Water Water
;~q!Hat
Sta" 8;30 0
9:00 22 450 4 225 36.5 0.2
9;30 27 50 4 236 27.8 0.2 o.:
1 0:3( 2' 50 242 31.4 0. ~ 27
2' 19
2; 4
2: 5C 4 249 1.2
3; 4 253 1.2
4: 4 253 17. 1.2
4: 2; 4 252 1 0.2
NOTES
Ostd = Flow at DSCFM
Vacuum = The level of vacuum being applied should be recorded from the vacuum truck tank (inches of Hg)
Velocity= The rate at which air flows is measured at the blower discharge piping (anemometer or pitottube)
Pipe 10 =The inside diameter of the blower discharge piping (from the vacuum truck)
~;
Temperature =The temperature of the air stream exiting the blower discharge piping (dry bulb temp., in deg.°F)
Relative humidity= The% relative humidity of the air stream exiting the blower discharge piping
~~~~
0
• 2.45;
18,
Bwsw =water vapor% by weight, i.e., pounds of water per pound of dry air, derived from the Psychrometric chart (temp Vs relative humidity)
Bws =water vapor % by volume
EQUATIONS
Bws = (Bwsw/18 lb-mole H20)1[(1/28.84 lb-mole dry air)+ (Bwswf18 lb-mole H20))
Qstd = (1-Water Vapor)· velocity* (PI* (diametert24)2) * (528°RI(Temp + 460))
Page 1 of 2
------1!1!!1-1!1!11!!1!11!!!!!1-!1!!!1!!!!!11!!1!11!!!!!!11!!!!!!1!1!!!-
EMISSION CALCULATIONS
Time
(min)
Flow TPVmeasured
(LEL)'
PPMwet PPMdry K PPMconc Cc:m
(#C-gas)
Cc PMRc
. (lb/lu)
0
30
60
0
95
80
10450
880
I 13798.644
619.911
6
6
I 8279~ 41 . 3
I 69719.467 3478d2DD9 772
1 04<
1 04< r-~~---i:-'Cc ;~~ ~'72 t= ~ 82791.867 ~~
~ ~~~~ 240 12~
100
1 .
1 .
113798.644
6
87' ml 14
480
540
NOTES
95 50 6 I 8'
TPVmeasured =Actual measurements (ppm/LEL) taken with a OVA or TVA at the blower discharge piping
Gas Teeter calibrated w/ 24% LEL hexane in air, 100% LEL = 11,000 ppm
PPMwet ="wet" concentration (ppm)
PPM dry= "dry" concentration (ppm)
K = Number of carbons in calibration gas: (Methane K = 1, or Propane K = 3, or Hexane K = 6)
PPMc= PPMv, Volumetric concentration ofVOC emissions as carbon, dry basis at STP
Cc:m = mg/dsm3, mass concentration of VOC emissions as carbon
Me= 12.01 mg/mg-mole, molecular weight of carbon
K3 = 24.07 dsm3/106 mg-mole, mass to volume conversion factor at STP
Cc = lb/dcsf, mass concentration of VOC emissions as carbon, dry basis at STP
PMRc = lb/hr, pollutant mass removal rate of VOC's as carbon
PMRg = lb/hr, pollutant mass removal rate of of VOC's as gasoline
PMR = lb. pollutant mass removal of VOC's as gasoline
EQUATIONS
PPMwet-PPM measured
PPMdry = (PPMwet)/(1-Bws)
PPMc = (PPMd)(K)
Cc:m = (PPMc)(Mc I K3)
Cc = (Cc:m)(62.43x10-9 lb-m3/mg-ft3)
PMRc = (Cc)(Qstd)(60 min/hr)
PMRg = (PMRc)(Mg/Mcg)
PMR = (PMRg)(#minutes/60)
Total,
PMRg
(lblh6
Page 2 of 2
PMR
(/b)
4.105137884 I~·
I o. ,Q358
1~.44:13186675 4411~
2.316135
18