HomeMy WebLinkAboutWI0600062_Permit Application_20100715-z-
MCDENR
Borth Carolina Department of Environment and natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 15, 2010
Robert Crumpler
13931 Spivey's Corner Highway
Newton Grove, NC 28366
Subject: Acknowledgement of Application No. WI0600062
Lila Jackson Property
Injection In situ Groundwater Remediation Well (5I)
Sampson
Dear Mr. Crumpler:
Dee Freeman
Secretary
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on July 13, 2010. This application package has been assigned the number listed above and will be reviewed by
Michael Rogers.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office; copied below, must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application.
If you have any questions, please contact Michael Rogers at 919-715-6166, or via e-mail at michael.rogers@nddenr.gov. nddenr.gov. If the
reviewer is unavailable, you may leave a message, and they will respond promptly. Also note that the Division has reorganized. To
review our new organizational chart, go to htip:Hl12o.enr.state.nc.us/documents/dwq_orechart.odf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
'_
��
for Debra J. Watts
Supervisor
cc: �Fayettevl0Regiorial-Office;ALquiierProteetion Section- �'
Raj Shah (Agra Environmental - 1517 Old Apex Rd, Ste 100, Cary, NC 27513)
Permit Application File WI0600062
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina,27699-1636 -
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: 919-733-3221 1 FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwaterauality.org
An Equal Opportunity 1 Affirmative Action Employer
One
N ®rdi Carolina
17
��
`State of North Carolina
Department: of Environment and Natural Resources
Division of Water,Quality
' APPLICATION -FOR PERMIT.TO CONSTRUCT AND/OR USE A.WELL,(S) FOR INJECTION
`Type 5I Wells -In Situ Groundwater. emediation / Type' 5T Wells —Tracer Injection
• Do notuse this -form fof remediation systems that extract eontaminated groundwater, treat it, and reinject the .treated groundwater
Submit TWO copies of the completed application and all attachments :to the address on the last page of.this form.
Any changes made to this form will result in the: applicationpackagebeing returned.,
Application Number (to be completed by DWQ).. CC
(
I. = GENERAL- INFORMATION. - .
-1:. Applicant's Name (generally the responsible party):`.
2: ROBERT SHERMAN'CRUMPLER..'
3: Signing Official's Name*: ROBERT SHERMAN CRUMPLER Title `Owner
.:*. Signing Official must be in accordance, with'instructions,in part VI. -on page'7:.
4. .Mailing address of applicant: 13931 Spivey's Corner Highway
City: Newton Grove State. NC Zip:,." 28366'
Telephone number: ,91,0-21,4-9841 Fax number:
5. ..Property Owner's Name (if. different from Applicant):, ROBERT.SHERMAN CRUMPLER _
-6. ' Property Owner's mailing address: 13931 Spivey's Corner Highway
City: Newton Grove . State: NC Zip:28366- .
7. Name and -address of contact person who can answer questions about:the proposed injection project:
Name: Raj Shah 'Title: Technical Director
Company: Agra Environmental
Address: 1517 Old Apex Road,_, Suite 100
,City: Cary -State: NC Zip:27513
"Telephone_number:"919-858-5350 ext 105 Fax -number:-858=5351
Email Address: rbshaligagraenvironmental:com
- - l3ECEIVED / D
ENR/pVy�
H. PERMIT-qu,
.INFORMATIOM. ferProtection """�ir'W
Ju
1. .Project is:, New.
.2. '.If this "application is,being. submitted for "renewal or modification to ,an ekisting permit, provide:
existing permit number and the, issuance date =
.'-For renewal without modifications, fill, out- sections I & ]II only,. sign the certification onalie last page' of,thi ,
form, and obtainthe property; owner's -signature to indicate'consent. (if the applicant is not the.owner). ,
Revised 6/09`: k-SI/5T" _ Page l:.of 10 ..
RECEIVED I DENR 1 DWO,
State of North -Carolina AGU{FFR P D�ECTI� T{ON
Department of -Environment and Natural Resources
Division of Water Quality, .
APPLICATION FORTE'RMIT TO CONSTRUCT AND/OR USE A WELL(S) -FOR-INJECTION
Type 5I Wells —In Situ Groundwater Re mediation 1 Type .5T_Wells Tracer Injection
Donot use this form for remediation systems that extract contaminated groundwater, treat -it' and re 'ect the treated groundwater. '
Submit TWO copies of the completed application and, all attachments to the address on the last paa of this.form. .
• . Any changes made_ to this form will result in the. applicationpackage being returned:
Application Number (to be completed by DWQ):
I. GENERAL INFORMATI
I.," Applicant's Name (generally the- sponsible party):
2. Ajzra Environmental Inc
3. -Signing Official's Name*:Ra' Shah Title: Technical Director
* Signing Offici must be in accordanc ith instructions in part V1 on page 7:
4.: Mailing address of applicant: 1517 Old ex Road, Suite 100
City: Cary
Telephone number: 919-858-5350
5. „Property Owner's Name (if different from App scan
6. Property Owner's mailing_ address: l 31 Spivey's
City: Newton Grove
7. , Name and address of contact person w o can answer qu
Name: Raj Shah
Company: Agra Environmental
Address: 1517 Old Apex Road, uite 100
City: Cary
Telephone number:-919-85-5350-ext 105
State: NC Zip: 27512
Fax number: 919-858-5351
ROBERT SHERMAN CRUMPLER
ner Highway
State: NC' Zip:283.66
s•about the proposed injection project:
Title: Technical Director
State: NC Zip:27513 " .
Fax -number: 858-5351
Email Address: rbshah a aenvironmental.com
H. PERMIT INFORMATION:
1. . Project is- New .
2. If this application is being submitted for renewal or modification to, an existing permit, provide: ,
existing.permi"t number and the issuance'dafe,
_ For renewal without .modifications,; fill out sections I &]El .only, sign the certification on the last page of this
form, and obtain the property owner's'signature to indicate consent (if the, applicant is not the owner).
Revised 6/09 UIC=SI/ST` Pagel of 1
APPLICATION FOR PERMIT.TO CONSTRUCT AND/OR"USE A'WELL(S) FOR INJECTION-
Type 5I Wells -In Situ Groundwater Remediation / Type 5T.Wells —Tracer Injection
III. INCIDENT &&'FACILITY DATA. -
A: FACILITY INFORMATION
1. Facility name: Former Lila Jackson Property
2. Complete physical address'of the facility: 13931.Spivey's Corner Highway," _
City: Midway County: Sampson County State: ,NC . Zip:
28366 _
B. INCIDENT -DESCRIPTION
1." Describe the source of the contamination: One 500 ,gallon and one 1.,000 gallon gasoline underground'
storage tanks (USTs) are believed to be the primary source of petroleum soil and -groundwater
contamination detected at the site. The USTs have been removed, however, soil and groundwater
contamination remain.. Agra excavated approximately250 tons of impacted soil and groundwater but,
contamination remains under the existing structure. Agra proposes to treat the -groundwater adjacent to
the" excavation and structure with chemical oxidants,
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g.,.
gasoline, diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc): .
Gasoline
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
No If no, list maximum concentration of total VOCs observed at site: 33,.772 ppb.
4. Agency managing the contamination, incident:
(X)'UST Section Superfund Section :
( DWQ"Aquifer Protection Section (.Solid Waste Section
(Hazardous Waste Section (Other:
5. Incident managers name: Mark Petermann and phone number 919-733-
1331
6. Incident number or other site number assigned by the 'agency managing the. contamination incident:
5986
APPLICATION FORPERMIT TO..CONSTRUCT:AND/OR USE A WELL(S) FOR INJECTION -
Type 5I Wells -"In Situ. Groundwater Remediation / Type 5T.Wells "Tracer Injection•
IV. INJECTION DATA,
A.'INJECTION FLUID DATA.
1" List all proposed injectants.
NOTE. Any substance to be -injected as.a tracer or to'promote'in.situ remediation must be,.i-eviewed by the:
Occupational and Environmental EpidemiologySection (ORES) oj,`the Division "-of Public'Health, Department of .
Health and Human Services. Review thelist of approved injectants-or contact the UIC.Program:to determine if
the injectants you are proposing have been reviewed by OEES.
- . ' Inj ectant: sodium persulfate (Klozure CR)
Concentration at point of injection: 27.6% by weight
_ Percent if in a mixture.with. other injectants:
Inj ectant:
Concentration at point of,irijection:
Percent if in a mixture with other inj ectants:
Iiij ectant:
Concentration at point of.injection:
Percent if in a mixture with'otherinj ectants:
Inj ectant: -
Concentration at point of injection:
Percent if in a mixture with other inj ectants:
2. Source of fluids used to dilute or chase the inj ectants listed above:
( None :.
(X)-Municipal water supply _- =
( Groundwater from private well or any well within % mile of injection siteAir
.
=:... ..
( Other: _
3. If any well within mile 'of injection site, a private well, or surface water is to be used as the fluid source, supply,
the following information:
a. Location/ID number of source:
b. Depth of source:.
c. Formation:
d. Rock/Sediment type:
e. In Attachment C, provide a -current;. complete chemical analysis of the -water, from well, including •
analyses -for all contaminants suspected or historically recognized in soil orgroundwater on the site.
NOTE: If contaminated groundwater is to be used as the dilution. -or chase fluid • this -is not the proper permit .
application form. Yoa! must apply fora closed -loop groundwater rerriediatio`n permifusing implication form
G "S.
Revised 6/09 UIGSUST Page 5 of 10
APPLICATION FOR.PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type. 5I Wells —In Situ Groundwater Remediation / Type.5T Wells'- Tracer Injection,
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection: time necessary to inject 75 gallons of a Klozur CR/water mixture per well in six wells .
while maintaining 20 psi or less for each injection event= .
a. Maximum number of separate injection events: 2.events
b. Expected"duration of each injection event: 1 day to inject into 6. injection wells
c. Expected duration between events. (if more than one event): 2 weeks
2. Injection rate per well: maximum pumping rate of 5 gal per minute or less per well while maintaining an
injection pressure of 20 psi or less 'gallons per minute (gpm)
3.. Total Injection volume: 75 gallons total permell, (6 wells) gallons per day (gpd); 450 gallons per event (if
separate events)
4. Injection.pressure: 20 psi or less pounds/square inch (psi)'
5. Temperature at point of injection:' temperature of groundwater and ambient air temperature at the time of
injection, —OF
6. Briefly describe how the above parameters will. be measured and controlled: 75 gallons of Klozure CR/water
mixture will be mixed in a tank and then"pumped through an inflatable packer; pumping will not exceed 5 gallons
per minute and the pressure during puniping_will not exceed 20 psi. This process'will be repeated for each
injection well and for each injection event.
7. Estimated hydraulic capacity of the well: 5 gallons per minute = gpm .
C. INJECTION WELL CONSTRUCTION DATA
1... Injection will be via:
(X) Existing well(s) proposed for use as an injection well. Provide the data in (2) through (6) below to the
best of your knowledge.
( Proposed well(s) to be constructed for use as an injection well. Provide the data in (2) through (6) below as
proposed construction specifications.
2. Well Drilling Contractor's Name: Mark Creel
NC Well Contractor Certification number: 402914
.3. Date to be constructed: 5/7/2010 - Number of borings: 6 .
Approximate depth of each boring (feet): 10 feet
4. Screened interval/Injection interval of.injection wells:
Depth: .5 to 10_ feet below ground surface (if multiple intervals, indicate shallowest and deepest depth).
5. Well casing (N/A if.injectiori is through direct push rods):..
Type: ` (X) PVC ( Stainless steel( Other:
Casing depth: _0 to 10 'ft.
Revised 6/09 UIC-5I/5T - Page 6 of 10
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION .
Type'5I Wells In Situ Groundwater Remediation./ Type 5T Wells'— Tracer Injection
V. ATTACHMENTS
Provide the following items as separate attachments with the given headings:
A. SITE HISTORY
Provide a brief description of the site history.including:
(1) site usage historically and present, =
(2). origin of the contamination,
(3) previous remedial action(s). .
NOTE: G.S. 89E-18 requires that any geologic plans, reports; or documents in which the performance is related to the
public welfare or safeguarding of the environment be prepared by a licensed geologist or subordinate tinder their
direction. G.S. 89E-1-3 requires that all drawings, reports,.or documents involving geologic workprepared or approved
'by a licensed geologist, or.a subordinate tinder their direction, be signed and.sealed by the licensed geologist.
B. HYDROGEOLOGIC DESCRIPTION '
Provide a hydrogeologic description, soils description, and cross section of the subsurface to a depth that includes the
known or projected depth of contamination. The hydrogeologic'description shall include:
(1) thexegional geologic setting;.
(2). significant changes in lithology;
(3) the hydraulic conductivity, transmissivity, and specific yield of the aquifer to be used for injection, including a
description of the test(s) used to determine these parameters; and .
(4) the depth to the mean seasonal high water table.
C. INJECTION FLUID COMPOSITION
Describe the chemical, physical, biological and radiological, characteristics of each injectant. Attach the Material Safety
Data Sheet (MSDS) for each injectant.'If a private well or a well within- % mile of the injection site is used as the source
well, include chemical ,analysis of source -fluid here.
D. - INJECTION RATIONALE
Attach a brief description of the rationale for. selecting the injectants and concentrations proposed for injection, including:
(1) , "goals of the injection project;.
(2) explanation and/or calculations of how the proposed injectant volume and concentration were determined;
(3) a description of the reactions -between the injectants and the contaminants present including specific_ breakdown.
products or intermediate compounds that may formed by the injection; and
(4) summary results of modeling or testing performed to investigate the injectant's potential or susceptibility to change
(biological, chemical or physical) in .the subsurface.
E. -INJECTION PROCEDURE AND EQUIPMENT
Provide a detailed description -of all planned activities related to the proposed injection including but not limited to-
(1) , . construction plans and materials;
(2) operation procedures;
(3) a detailed diagram of the sutface and subsurface portions of the "system; and
(4) . a planned injection schedule.
Revised 6/09 UIC-5I/5T Page 8 of 10
APPLICATION FOR PERMIT TO CONSTRUCT, AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation / Type 5T Wells —.Tracer Injection
F. MONITORING PLAN
Provide,a plan for monitoring the results of thediijection, including:
(1) a list of existing and proposed -monitoring wells to be used,.
(2) • a list of monitoring parameters. and analytical methods to be -*used; and '
(3) a schedule for sampling to monitor the proposed injection'.
NOTE: The selected monitoring wells must be located so as to detect any movement of injection fluids, process by=
products, or formation fluids outside the injection area or zone: The monitoring parameters should include the,target
contaminants as well as secondary or intermediate contaminants which may result from the injection - and other
parameters .which may serve to indicate the progress of the intended reactions, such as pH, ORP, dissolved oxygen, and
- other electron acceptors and donors. The monitoring schedule should be consistent with .thepace. of the anticipated
reactions and rate of transport of the injectants and contaminants.
G. 'WELL DATA
Provide .a tabulation, of data on all existing or abandoned wells within % mile of.the injection well(s) which penetrate the
proposed injection zone, including, but not limited to,,monitoring wells and wells proposed for use as injection, wells.
Such data shall include a description of each well's use (water supply., monitoring, etc), total depth, screened or -open
borehole depth interval, and well construction or.abandonment record, if available.
H. MAPS
Attach the following scaled, site -specific maps:
(1) Area map based on the most, recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and
showing the location of the proposed injection site:
(2) Site map including: '
a. all property boundaries;
b. all buildings within the property boundary;
C. existing and proposed injection wells'or well field(s)
d. ' any existing sources of potential or known groundwater contamination; including waste storage,
treatment or disposal systems within 1/ mile of the injection well or well system;
e. all surface water bodies within % mile'of the injection well or well system; and .
f. all existing or abandoned wells within % mile of the injection well(s) which penetrate the proposed
injection zone, including, but not limited to, monitoring wells and wells proposed, for use as injection
wells.
(3) Potentiometric surface map(s) including:
a. direction of groundwater movement
b. , existing and proposed monitoring wells
c. existing and proposed injection wells
(4) Contaminant plume map(s) including:
a. the horizontal extent of the contaminant -plume, including isoconcentration lines
b. existing and proposed monitoring wells
c., existing and proposed injection wells
(5) . Cross-section(s) to the known.or projected depth of contamination, including:
a: horizontal and vertical extent of the contaminant plume,..including isoconcentration lines
b. major changes in lithology,
c, existing and proposed monitoring wells
d. existing and proposed injection wells
Revised 6/09 .. UIC75I/5T Page.9 of 10
APPLICATION FOR PERMIT TO 'CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION.
Type 5I Wells =In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
VI.. CERTIFICATION (to be signed as required below or by that person's authorized' agent)
NCAC 15A,2C .02.11(b) requires that"all permit- applications shall be signed, as follows:
l . - for a corporation:. by a responsible corporate officer,
2. for a partnership or sole proprietorship: by a generaTpartner or the proprietor;.respectively
:3. for a municipality or a state; federal, or other public agency: by either a principal executive officer or
ranking publicly elected -official . ,
4. for all others: by the well owner: ;
If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant that
names and authorizes their agent.
I .hereby certify under penalty of law that I have personally examined and am familiar with the information
submitted in this document and all attachments therein, and that, based 'on,:my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is- true, - accurate, and
complete. I am aware that there are penalties, including the possibility of fines and imprisonment, for submitting
false information. I agree to construct, operate,*maintain, repair, and if applicable,. abandon the injection well(s)
and all related appurtenances in accordance with'the approved specifications and conditions of the Permit.
Printed Name and Title:_ - IP, b . ✓T 2. e L /7 D f .
Signature: zz_Date: r--
VII. CONSENT OF PROPERTY -OWNER (if the property is not owned by the applicant)
("Owner" means any person who holds the fee or other property rights in the well being constructed. -4 well is
real property and its construction on land shall be deemed to vest ownership in'the land owner, in the absence of.
contrary agreement in writing.)
Asowner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as..outlined in this application and agree that it shall be the
responsibility of.the applicant to ensure that the injection well(s) conform to the Well Construction Standards .
(Title 15A NCAC 2C .0200).
RECEIVED 1 DENR 1 I)WQ
Printed Name and Title: - AgVifer Protection Section -
J 1 3. DID
Signature: Dater
Submit TWO copies_ of the completed application package, including all'attachments, to:
UIC Program
Aquifer Protection Section
IVED"I DE IDWQ North Carolina DENR-DWQ
AQUIFFR �TF ON SECTION 1636 Mail Service Center ' ` RECEIV I DE I DWQ
JU . Zola' _ Raleigh, NC 27699-1636 _ ku'ifer Prat n Section
Telephone (919) ,733-3221 -
JUL 0
Revised 6/09 UIC-5I/5T Page 10 of 10'
ATTACHMENT A
SITE HISTORY
A vacant one-story. cinder block building (formerly the gas station/store) currently exists
towards the front..of the property adjacent,to the highway (Figure 1, Figure 2, and.Figure
3). The structure .is in fairly poor -.condition. and is presently not in: use. -The roof. of the
building had been removed and, only the cinderblock walls remain. A trailer .home,. .
currently -occupied by the property owner, is located near the back of the property. One
active on -site water supply well • (WSW) is located approximately 300 feet from the
source of the release (Figure 4 and Table. 1). The. WSW is currently being used as a
drinking water source.
One 500. gallon gasoline underground storage tank (UST) and one 1,000 gallon gasoline
UST were excavated and removed from the site in September.of 1991. Five shallow
groundwater monitoring -wells were reportedly installed in October of 1991 by the. North
Carolina Division of Waste Management (DWM) UST'section. Subsequent groundwater
sampling and analyses conducted by Richard Catlin and Associates, Inc. and Aquaterra .
Environmental Consultants. (Aquaterra) confirmed that 'groundwater had been, impacted
with petroleum contaminants that exceeded North" Carolina NCAC. 21L groundwater
standards (groundwater standards).
Envirochem Remediation Services, Inc. presented a report dated January 15, 1993 to the
DWM.UST section that -described the removal and disposal of 449.19 tons of petroleum
contaminated soil. Samples were collected prior to the backfill of.clean soil that showed
that petroleum contamination remained at the site along the walls of the excavation and in
the groundwater.
Aquaterra installed a remediation system consisting of .11 air sparging points (11 feet
deep with 2 feet of screen) and 'a soil vapor extraction trench (5 to 5.5 feet deep).,at the
site and .prepared an Air-Sparge Remediation.System Design Report dated July.7; 1994.
.The system is presently not in use. Law Engineering and Environmental'Services: (Law)
in a' Groundwater Assessment, and Remedial Activities- report -dated December Z, 1994
stated' -that one of the monitoring wells installed by the .DWM UST. section had been
destroyed,(MW-4-) and that Aquaterra had previously installed five. additional monitoring
wells.
On October 17, 200.8, Withers & Ravenel conducted a receptor survey of the site and
surrounding properties and sampled seven monitoring wells and the three -nearest water
supply wells. - They concluded that groundwater had been impacted with petroleum
compounds that exceed their groundwater standards in one monitoring' well. Municipal
-water is available in the vicinity of the site, however, several private potable water supply
wells are located within 1000 feet.
Agra Environmental, Inc. (Agra) conducted water supply well sampling events at the Lila
Jackson site on July 8, 2009 and August 20, 2009. Agra returned to the site on October 8,
2009 to -install soil borings and one monitoring well and to sample the groundwater in
monitoring wells and water supply wells.
The water table is present between 1.41 to 4.41 ' feet below the ground surface (BGS).
The local groundwater is. flowing to the north. Free product was -not present in any wells
during .these groundwater sampling events.
Agra conducted a Phase II Limited Site Assessment (LSA) at the Lila Jackson site during
the week of March 9, 2010. Agra installed nine soil borings, two new shallow monitoring
wells and two deeper Type III monitoring_ wells using air rotary drilling equipment.
Additionally, two monitoring wells that had been previously destroyed were also
replaced. Soil and groundwater at the site were found to be'impacted .with petroleum
contaminants at concentrations that exceed . the NC DWM UST section, soil to _
groundwater maximum soil contaminant concentrations (MSCCs) and the N.orth.Carolina
NCAC 2L groundwater standards (groundwater. standards), respectively.
On May 5, 2010 through May 7, 2010 Agra returned to the site and excavated 249 tons of
petroleum 'impacted . soil adjacent. to the former store , (Figure 3) where _ the highest
contaminant concentrations of soil and groundwater had been previously detected. Prior
:2
ATTACHMENTS _
HYDROGEOLOGIC DESCRIPTION
According.to the Geologic Map-'ofNorth Carolina (1985), the site is located in the Black
Creek Formation within the Coastal Plain ' Physiographic Region. The Black Creek
Formation consists of gray to black; lignitic clay and contains thin beds and laminae of
fine grained, micaceous sand and -thick lenses of cross -bedded sand.
Agra encountered four. general soil types while excavating contaminated- soil: Black
organic silty sand was present from the surface to a depth of.l to 1.5. feet below the
surface. A1.0 foot thick layer of white, silty sand was present beneath the black sand.
The :white sand was -underlain by light brown,. slightly orange, clayey, silty sand.to a
depth of between 4. and 6 feet. Red and orange, sandy, silty clay was .encountered: in the
excavation below the, brown. sand down to the base of the excavation at approximately 10
feet. Previous site investigations have determined that the. base of the clay interval is.
approximately 15 feet below, the ground surface.and that it is underlain by a fine to coarse
sand with some pebbles to a depth of at least 39 feet below the ground surface. Figure 5
shows the location of two cross sections, cross- section A -A' (Figure 6) and cross section.
B-B', (Figure 7), that transect the. excavation/backfill .and injection locations and show the..
soil profiles and backfilled sand:
The latest depths to -groundwater measured by Agra in the on -site and off-site.Type II,
monitoring wells ranged from 1.41 feet below the ground surface to 4.41 feet. The depth .
to groundwater in the Type III monitoring wells ranged from 9.91 feet to_ 12.32 feet
The significant difference between the water table in the. shallow wells and the water.
table in the deeper wells suggests that the clay layer may.be acting as a confining or
semi -confining unit. A'groundwater.potentiometric surface map of the.shallow aquifer is
included `in Figure 8. In general, the ground water flow within .the; shallow aquifer is
towards the northwest. The depth ;to water in the, vicinity of the injection wells is,
{ ATTACHMENT C
INJECTION FLUID COMPOSITION
A-persulfate product that Agra anticipates using for this.project is called Klozur CR.
Klozur CR' is a single; formulated trademarked .product consisting of high'pH -.activated
Klozur Persulfate. and PermeOxPlus, an engineered -calcium peroxide, - that
combine chemical oxidation with biostimulation to treat. the contaminant source zone
and the down -gradient plume. The product will be applied adjacent.io the source area to
initially use chemical oxidation -and then promote biological activity on the .remaining
contaminants in the source area and in the down gradient plume.
The field-tested formulation promotes activation of the persulfate anion to the sulfate free
radical (SO4*) without additional mixing' and labor..PermeOx® Plus decomposes in -
contact with moisture .to produce alkalinity and ,hydrogen peroxide with calcium
hydroxide as a byproduct. The,pH will rise and when it exceeds approximately 10.0, the.. "
persulfate anions convert to the free radical state. The hydrogen peroxide will degrade "
into oxygen at pH greater than 7;
. Besides decomposition of target organic compound(s), one ,can expect. some degree of
natural organic matter decomposition.. The by-products of the decomposition and other.
reactions are typically conducive. to . enhanced bioremediation: sulfate, oxygen; , calcium,
water and molecular fragments of molecules ,otherwise 'too large, complex or recalcitrant.
to be readily, assimilated via natural biological action.` These by-products, can provide a
short-term boost.." to 'increasing microbial assimilative .capacity. Base or . high. pH-.
activation; produces, conditions conducive to the destruction of contaminants.
Additional information about, the,.Klozurg CR and.. the MSDS are included ,in the
Appendix. ' .
A slurry- mixture of water and Klozur CR (75 gallons of approximately 27.60% w/w
Klozur CR per injection point) 'will be injected into each.injection well.. The water will.
be taken from a city water supply source near. the site and in Cary; North Carolina.
..,-ATTACHMENT D
'INJECTION RATIONALE`
Agra excavated 249 "tons of petroleum impacted soil adjacent to'the former store (Figure
2) where the highest contaminant concentrations of soil and groundwater had been
previously detected. Prior to backfilling with clean sand, Agra installed six injection
wells (INJ-1, INJ-2, TNJ-3, 7NJ-4, INJ-5, and-INJ-6) a.nd.replaced two of three monitoring
wells (MW-7R and MW-4R) that had been- destroyed during the excavation activities
(Figure 3). Agra also installed 10 mil plastic tarps -along the east and west walls of the
excavation. The tarps are expected to channel groundwater- originating under the former
• store where the highest soil and groundwater contamination concentrations likely remain.
The groundwater will .be channeled into the excavation area where it will be treated with
Klozure CR.
Agra proposes to use in- situ chemical oxidation by injecting Klozure CR into the six
injection wells. A second injection event (into the six wells) will be implemented- two
weeks. later.
The purpose of this work is to remediate the contaminants present at the source ,area and
thereby decrease overall groundwater" remediation time. The- soil excavation has
.significantly reduced contaminant levels but additional reduction is desired. The
injections should lower contaminant .concentrations adjacent .to, and under, the. former .
store. Agra proposes to use Klozur CR, a single, formulated trademarked product
consisting of high pH - activated Klozur Persulfate and-PermeOxPlus, an engineered
calcium peroxide, that combine chemical oxidation with biostimulation to ,treat the
contaminant source zone and 'the down -gradient 'plume. Past*concentrations of
groundwater contaminants measured in the .monitoring wells (TW-7 and MW4) that
were formerly •located in .the excavation area (and -have since been replaced with
monitoring wells MW-4R and MW-7R) are included in .Table 2 along • with other site
monitoring well coritaminant'sampling results. TW-7 and MW-4 have historically had
the highest groundwater contaminant concentrations.
Based on the results of the most recent ground water monitoring'event (Table 2), the'total
concentration of the VOCs in the local groundwater is approximately 17.6 mg/l, while the
aquifer volume estimated to be impacted is 44,184 gallons. Total ,oxidant (Klozurg CR)
demand, is calculated -to be 1,426 lbs. Agra proposes.to inject a 27.6% w/w Klozur® CR
per injection well. This will require a solution of 1,425 lbs of Klozur®' CR.in 3,744 lbs of
water (7450'gallons).
Klozure CR will react with organic material it encounters .in the subsurface. However'
becausethe fill placed in the excavation was predominantly clean sand, it is anticipated
that much -of the Klozure CR will react with the petroleum contaminants.„
Sulfate`will precipitate as a breakdown product. The predominant precipitant is calcium
sulfate. or gypsum. Alcohols and ketones can be produced as breakdown products.' The
alcohols and ketones are produced at very small concentrations most likely .below
laboratory detection limits initially and are also attenuated' within a few feet of the well.
Besides sulfate, the injectate will. not .change into anything, once injected, that remains
longer than a few seconds. With the addition .of lime as a catalyst, the sulfate precipitates
out within the aquifer matrix as gypsum. '
2
'ATTACHMENT. E
INJECTION PROCEDURE AND EQUIPMENT
Approximately 1; 425 'pounds of oxidant in' 450 gallons of solution will be injected
through an inflatable packer into the 6 injection wells (INJ-1 through INJ-6) screened
from 10 feet to 5 feet below the ground surface within an approximate 20 feet by 30 feet
surface area (Figure 3). Construction details of the-2 inch PVC injection wells are shown
in Figure 9.. The water table is. at approximately 4 feet. Agra will inject at pressures less
than 20 psi and at a maximum pumping.rate of 5 gallons per minute. Agra will repeat. the
injection event through the six injection wells. approximately 2 weeks later.
Injection, activity will be conducted using equipment mounted on a trailer and a pickup
truck and brought to the site for the injection activities: The equipment will be removed
immediately after use. Schematic diagrams of proposed injection equipment to be used
above ground are shown in Figure 10.
Agra will begin injection activities within three weeks of receiving the permit. A second
injection event is planned approximately two weeks after the first.
ATTACHMENT F
MONITORING PLAN
Monitoring. wells. MW-4R and MW-7R (Figure 3) will be monitored- during the,injection
process.- Upon obtaining an Underground Injection Control Permit, Agra will mobilize at
the site in order. toinject a slurry mixture "of water and Klozur CR (75 gallons_ of
approximately 27.60% w/w Klozur CR per injection point) into each injection well (INJ-
1 through.INJ-6). Before and after injecting, Agra will measure dissolved oxygen (DO) ,
levels- in monitoring wells MW-7R and `'MW-4R' and in the six -injection wells. In
addition, groundwater samples will be collected from monitoring ,wells MW-79 and
MW74R before injection and the samples will be analyzed using EPA method 6200B.
This process will be repeated approximately two weeks later.: Before and after injecting,
Agra will measure dissolved oxygen (DO) levels in monitoring wells MW-7R and MW-
4R and -in the. six injection wells, although no groundwater samples will be collected for
analysis.
Approximately one month after :the second injection, verification sampling will be
performed by obtaining groundwater samples from monitoring wells MW-7R and MW-
4R. The samples will be analyzed 'by a North Carolina certified laboratory using. EPA
method 6200B .
Based on the laboratory results, if the, concentrations of the dissolved constituents are still
above the regulatory requirements', additional chemical oxidation'. treatment may be'
conducted at the site.
Table 2
Current and Historical Groundwater Results
I ila .lacksnn # 5988 _
Benzene
Toluene
EthylbenzenE
Xylenes
MTBE
Naphthalene
EDB
IPE
1,2,4-lrimethylbenzen
,3,5-lrimethylbenzen
n-propylbenzenE
Isopropylbenzen
n-butylbenzene
Total VOC Mass
MW-1d
812412005
" BDL
BDL
BDL -
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL ,
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
..10/8/2009
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3/9/2010
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL -
BDL
BDL
MW-2
8/24/2005
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDI. '
10/8/2009
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3/9/2010
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL'
BDL
MW-3
8/24/2005
NS
NS
NS
NS
NS
NS
NS
NS
NS'
NS
NS
NS
NS
NS
10/17/2008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
MW-3r'
10/8/2009
BDL
1
387
903
BDL
140
BDL
BDL
960.
79.6
133
69
23
2694.63
3/9/2010
BDL
BDL
57
140
BDL
23
BDL
BDL
140
38
19
11
11
439
MW-4
8/24/2005
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS .
NS
10/1712008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
'NS
NS
-1018/2009
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
3/9/2010
23
1100 "
1500
9000
BDL
720
BDL
BDL
3700
950
350
130
89
17562
MW-7d
8/24/2005
NS
NS,
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
10/17/2008
NS
NS,-.
NS
NS
NS
NS
NS
NS
NS
NS
NS •
NS
NS
NS
10/8/2009
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS,
NS
3M2010
0.55
14
18
190
BDL
11
BDL
BDL
73
23
5.6
2.2
BDL
337.35
MW-8
8/24/2005
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
SN
10/17/2008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS -
NS'
10/8/2009
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
3/9/2010
BDL
BDL
710
1,824
BDL.
250
BDL
BDL
1600
530
320'
130
87
5451
MW-8d
:8124/2005
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
1011712008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
' 101812009
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
3/9/2010
BDL
BDL
2.70
44.58
BDL
4.1
BDL
BDL
43
16
1.8
0.87
BDL'
113.05
NCAC 2L Standards 1
1
600
600
500
20
6
0.02
70
400
400 70' - 70 ,70 .
Table 2 (continued)
Current and Historical Groundwater Results
' I ila .larkcnn tt SQAA '
Benzene
Toluene
EthylbenzenE
Xylenes
MTBE
Naphthalene
EDB
IPE
1,2,4-trimethylbenzen
1,3,5-lrimethylbenzen
n-propylbenzene
Isopropylbenzene
n-bulylbenzene
Total VOC Mass
TWA
8123/2005
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7.3
2.3
1.1
BDL
BDL
BDL
10/17/2008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS'
NS
10/812009
BDL
42.60
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3/9/2010
BDL
BDL,.
BDL
BDL.
BDL
BDL
'BDL
-BDL
BDL
BDL
BDL -
BDL
BDL
BDL
TW-3
8/23/2005
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/8/2009
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3/9/2010
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
TW-4',
8/24/2005
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
10/17/2008 •
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
10/8/2009
NS
NS
NS
NS
NS
NS•
NS
NS
NS
NS
NS
NS
NS
-NS
TW4r
3/9/2010
BDL
0.77
1.2
7.6
BDL
BDL
BDL
BDL
5.3
1.8
0.64
BDL
BDL
BDL
TW-5
8/23/2005
BDL
BDL
BDL.
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1018/2009.
BDL
1
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1
3/9/2010
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
TW-6'
8/23/2005
1
BDL
18
151.8
BDL
68
BDL
110
360
72
43
.6.7
2.4
832.9
10/17/2008
NS
NS
NS.
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS `
1018/2009.
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
TW-6R '
3/9/2010
BDL
0.94
510
107.70
BDL
210
BDL
BDL
2000
550
310
120
100
3968.64
TW-7
8/23/2005
370
12000
1400
9
BDL
BDL
510
BDL
1400
380
100
BDL
BDL.
16169
10/17/2008
80 '
3100
1700
10000
BDL
BDL
680
BDL
2200
570
210
94
BDL
18634
•
19/8/2009
72.30
• 2,820
1,370
8,180
BDL
484
BDL
BDL
• 1.690
388
145
-88.50
BDL
15237.8
-
3/412010.
36
1,300
430
2,770
BDL
150
BDL
BDL
810
350
82
34
BDL
6,962
TW-8
8/23/2005
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL -
BDL -
BDL
BDL
BDL
BDL
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
• .10/8/2009
BDL '
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL .
BDL -
3/9/2101
BDL
BDL"
BDL
BDL
BDL
BDL
BDL
BDL
BDL,
BDL
BDL
BDL
BDL
BDL
TW-9
8/23/2005
NS
NS
NS
NS
NS
NS •
NS
NS
NS
NS
NS
NS
NS
NS
10/17/2008
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
101812009
_ BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
-
3/9/2010•
BDL'
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL -
BDL
BDL
BDL
BDL
TW-10
812312005
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL-'
BDL
10/17/2008
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/812009
BDL
BDL
BDL
BDL
BDL
BDL
-BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3/9/2010
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NCAC 2LStandards
1
600
600
500
20
6
0.02
70
400
400
70
70
70
'All results are in ug/l
NA=Not Available .
ND=Not Detected (Below Detection Limits)
NS=Not sampled or the well did not exist
- .=TW-4 and TW-6 were replaced with TW-4r and TW-fir, respectively on 3/9/10
Map
Property -Owner's
WSW
WSW
ID #
Property -Owner
_
Address
Property Address
(Status)
Distance
to Site:
1
CRUMPLER, ROBERT
13931 Spivey's Corner Hwy
13931 Spivey's Corner Hwy -
Crumple'; WSW
300 ft
SITE
SHERMAN
Newton Grove, NC 28366
Newton Grove; NC 28366:
(Active).
.
2
BASS, ANTHONY CRAIG
3610 WOODSIDE RD
NA
PSW-2
330 ft
GARNER, NC 27512
.
(Unknown)
3
CRUMPLER, JONATHAN
101 NORTH.6TH ST
NA (Woodland)-
NA
NA
B CRUMPLER, ALLISON J
ERWIN, NC 28339
.
4
WILLIAMS, SARAH
701 WESTBROOK AVE
NA
PSW-1 -
500 ft
TEACHEY.
DUNN, NC 28334:
(Unknown)
5
WILLIAMS, CECIL
701 WESTBROOK AVE
`-
Unknown
PSW-6 .
410 ft
EDWARD
- DUNN, NC 28334-
.
(Unknown).
-
6
-WILLIAMS, SARAH
701 WESTBROOK AVE
NA (Vacant Lot)
NA
NA
TEACHEY
DUNN, NC 28334
7
BASS, JAMES HORACE
13818 SPIVEYS CORNER HWY
"
NA,
PSW-3
200 ft
BASS, WILMA B
NEWTON GROVE, NC 28366
(Inactive)
8
BASS, JAMES HORACE
13818 SPIVEYS. CORNER HWY
13962 SPIVEYS CORNER HWY
PSW-3
200 ft
BASS, WILMA B
NEWTON GROVE, .NC 28366
NEWTON GROVE, NC 28366
.,(Inactive)
9
BASS, ELIZABETH M
13890 SPIVEYS CORNER HWY
13890 HW 421
PSW-7
Unknown
-
NEWTON GROVE, NC 28366
NEWTON GROVE, NC 28366
(Abandoned)
10
ROYAL, LINWOOD RAY
. ' 14076 SPIVEY'S CORNER HWY'
13890 HW 421
PSW-5
400 ft
ROYAL, EVA LEE
NEWTON GROVE, NC 28366
NEWTON GROVE, NC 28366.
(Unknown)
11
JACKSON, W. C.
1375 STRAW POND SCHOOL RD
NA (Farm Land)
NA
NA
ROSEBORO, NC 28382 .
12
JACKSON, W. C.
1375 STRAW POND SCHOOL RD
NA (Farm Land)
NA,
NA
•
ROSEBORO, NC 28382
13
JACKSON,, W. C. -
1375 STRAW POND SCHOOL RD
NA (Farm Land).
NA
NA
ROSEBORO, NC 28382'
14
JACKSON, W CORTELL .
1375 STRAW POND SCHOOL RD
1375 STRAW POND SCHOOL RD
NA
NA
ROSEBORO, NC 28382
ROSEBORO, NC 28382 •
15
SUNRISE PROPERTIES &
3260'FAYETTEVILLE HWY -
13865 SPIVEYS CORNER Hwy.
- PSW-10
500 ft
RENTALS, LLC
DUNN, NC 28334.
NEWTON GROVE, NC 28366
(Active)
16.
HONEYCUTT, EARL .
1375 STRAW POND SCHOOL RD
.. 13853 SPIVEY'S CORNER HWY
PSW-4
500 ft
HONEYCUTT, CAROL
ROSEBORO, NC'28382
NEWTON GROVE, NC 28366:
(Unknown)
17
BASS, JAMES H.
13818 SPIVEYS CORNER HWY
13818 SPIVEYS CORNER HWY
Unknown
Unknown
NEWTON GROVE, •NC 28366
NEWTON;GROVE, NC 28366
18
JONATHAN CRUMPLER
1011 WEST COLE STREET
SPIVEY'S CORNER HIGHWAY
Auto Body WSW
750 ft
& BILLY CRUMPLER ..
DUNN, NC 28334.
NEWTON GROVE, NC 28366
(Unknown)..
Date: 5/13/10
Table 3
Monitoring Well Construction Information
Lila Jackson, #5986 .
Well ID:
Date Water
Level
Measured;
Well • .
Casing'Water-
Depth (ft.
BGS)
.Bottom of
Well (ft..
BGS)
Top of.
Casing:
Elevation (ft.)
Depth to
from
Top :of Casing
(ft
Free Product
Thickness (ft.)
Groundwater
;
''Elevation
"
'MW,-10
3/9/10
40
40
97.11
12.32
NA
84.79
MW=2 -- '
3/9/10"
15 "
IS
100.59
4:41
NA ;
96.18
MW-3R
3/9/10
9
9
.98.36
1:77
NA..
96.59
MW-4
3/9/10
1
11
.99.675.
1.63
NA
98.045
MW-4R
5111110
. 5 .
10
Not Measured
4.69
NA
NA
`MW-7D
3/9/10
34.32
39.32
99.30.
10.43
NA
88.87
MW-8
3/9/10
1
11
99.56
1.83
NA
97.73
MW-8D
3/9/10
34.46
39.46
99.61
9.91
NA
89.7
TW-1
3/9/10
.7
7
101.39
3.31
NA
98.08
TW-3
3/9/10
8
8
99.70:.
3.48
NA
96.22.
TW-4R
3&10.
1
10
100.52
1.77
NA
98.75
TW-5
3/9/10
10•
10
101.36
4.36
NA
97.00
TW-6R
3/9/10
2"
11
99.86
1.53
NA
98.33
TW-7
3/9/10.
9
9
99.85
1.41
NA
98.44
MW-7R
5/11/10 '
5
10
Not Measured
Not Measured.
NA
NA
TW-8
3/9/10
.8.
8
99.45.
1.46
NA
97.99
TW-9
3/9/10
9
9
NM
1.93
NA
NM
TW-10 �
3L9/10
7
7
•99.44
1.51 .
NA
97.93 "
'Measurements based on assumed benchmark elevation of 100.60 feet.
Ft BGS = feet below ground surface NM = not measured
' '" '- 3' Yak •�. J � 1� � �
e
t "a1
r
Gorn
MOW
- ro1 .` a �' t S, Ir fi•'' i .- y ~ t f � { : � � ,.
� 1
r
I .. - - .. 4 4 f 1 . `•.� - tom: ��i
L .
a
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3D TopoQuads.Copyright 1999 Delome Yarmouth, ME 04096 Source Data:USGS1 Deatil: 14-0 Datum:WGS84
Site Location Map
Lila Jackson Property, 5986 , Agra Environmental, Inc.
Spivey's Corner Highway (US.: Highway 421')
Midway, Sampson County, :Ivc P.O. Box 5611 Cciry,, NC 27512
Figure No:. Scale: ' Drawn. -By: Checked By: Date: Project No:
1 'As' Shown CJH RS 3/31./1.0 .
N
d-
ry
Cn .
(BDL)
WOODED �MW-3R
MW-1D -�
PROPERTY (BDL)
ANTHONY BASS WOODED MW-3 "
(DESTROYED)
(BDL)
TW=613 MW— MW-8D
(BDL)
TW-6 0 (2W
T p p
(DESTROYED) ' 0 0 Q
MW-4R MW-7D Destroyed)'
THIS AREA ENLARGED MW-7R �(o. ppb)
IN FIGURE. 3 TW-7
O (36 ppb)
TW-1 Pp
(BDL)`w FORMER
LILA JACKSON
TW--10
BDL
TW-8
(BDL")
TW-2
(DESTROYED)
TW- 9
(BDL)
LEGEND,
O
50 -100.
C INJECTION WELL
PRIVATE WATER SUPPLY WELL
-MONITORING WELL
ScDle .in Feet
0 MONITORING WELL
Site Map
and Benzene. Contamination
.Plume.
AgraEnvlronmen.tal, 1nC.
Lila Jackson,
Property _.::
Spi,vey's
Corner Highway: (US Highway
421') '.
'P. 0. Box
5611 Cary, NC.'-2 7,512-
Newton, Grove, Sdmp-son. County,- NC
Figure No:
Scale: ;.
Drawn By.
_ ,.
Checked By:.
Dote:
Project• No: , ,
2
As' Shown .:
CJH
RS
_LEGEND .
O INJECTION WELL
1 20 40 MONITORING WELL
-SCALE IN FEET
Injection -Wells and Excavation .Location M,ap ;
A ra •EnvirOnmental_; -Inc.
Lila Jackson Property , g
'Spivey's Corner _Highway (US .-Highway 421)
Midway, Sampson, ,County ,'.NC•:
P:O: Box -5611 ' Car-y; NC 27512
Figure No: Scale: Drawn -.By.'.,Checked By: Date: Project- No:
3 As. -Shown JMR•- RS 5/13/10..
:1,000 ft }odius.
Sinclair Lake Rood
"
Auto Eody
WSW
1 SO•
-
- ..
• PSW-1
4
.3
y Q 5 , -6 .
,off 6 .
4 500 ftradius
0-
2
0 PSW=3
o
g
. ..
14
rumpler
WSWP
9'
Site
PSW-7
-
..
" -
- -
11 10
. 0• Ps .. -
12.
13, 17
..
PSW-10 O
15
o Building/Residence
0 ft
500 ft ,..
1,000 ft
1 ".Property.ID # (Table 3),
• Water Supply Well
PSW-7 Water Supply Well' ID # (Table 3).
-
Surrounding
Property Map=-.
Lila Jackson
Property, 5986
Agra -,,Environmental, Inc.
Spivey's Corner Highway (US Highway, 421).
R.0., Box ` 5611 Cat'y; NC 27512
Midway, Sampson"
County; ,NC
Figure No:
Scajl.e:
Drawn By: .<
Checked.,By:.
Date::,
Project No:
4 .:.
As .Sh own , ""
CJH
RS .... ,
3/31 "0 .°".:
�.
n-
A
/ \ North
South Black Sand Block Sand
White Sand Medium to Coarse .Sand Fill
— White" Sand
Brown -Sand Water. Tab_Ie
30 ppb, Brown Sand
20 PPb-. =
Red and Orange Clay
Red and Orange Clay
SR 1811 „
AUTO BODY
SHOP WSW
I
F
CECICS- STORE =
'
I
-PETROLEUM AST'S
_
I
PETROLEUM UST's
PSW-1
WOODED
I
SARAN
WILLIAMS i _
I.
PROPERTY ':� —� NO LONGER -PRESENT
I'
CECIL ,
'
WILLIAMS ..
I
.PROPERTY-
WOODED .
-
N
_
________
PSW-6.
9 40�@
N
93 S
"
PSW— 2
+TW—
9�. ' •' . .
ABANDONE
r—� l'—NO LONGER PRESENT.
CHAPEU
HOUSE
I
TW-3—,• `
I
(94.25) I
MW-3R
94. 50 L—_I
ANTHONY.(��.
MW-1D �(94.45
®.
P,SW-3
BASS'WWOOODED
PROPERTY
DESOYE D
I
ABANDONED
TW-6' .
DESTROYEMW-4
D
F
I
E J,BUILNNG
TW-4
DESTROYED
O'} I
TW-7sEzfaroled) I
(94.8 ')
TW-1
.LAMES
(94.84')
I
BASS
PROPERTY
ROBERT CRUMPLER TW-1 S
ROBERT CRUMPLER RESIDENCE '�' to7_9
� - , l 061
WSW
TW-$ I
(95.09') . I ITW-2
BENCHMARK .FOR ELEVATION I DESTROYED ,
- TW-9 j .. ..
I
I ABANDONED -
I PSW-7
ELIZABETH .
I BASS. .
PROPERTY
I PSW-5
' HONEYCUTT` I' q
I
SUNRISE PSW-1O WATER SUPPLY
/ WELL - I NOT IN'SERVICE
RENTAL / I (UNOCCUPIED/NO POWER)
PROPERTY PSW-4 I LINWOOD
ROYAL
WELL NOT PRESENT' It PROPERTY_ LEGEND
1
EARL \ PRIVATE -WATER SUPPLY WELL
HONEYCUTT
100 0 50 - 100 200 PROPERTY -.TEMPORARY MONITORING WELL
0 MONITORING, WELL
Scale in Feet - (9330') GROUNDWATER ELEVATION .
Potentiometric Map- Agra',Envir'onmenta1, InC.
Lila "Jackson Property
Midway, Sampson County,' ; NC. . .,' 27512
Figure`No:, .
SCole:. Drawn By: Checked By: bate:' Project.No:
8 As' Shown MAC' RS 11./04/09
0
PROJECT NAME: Lila Jackson Property Figure 9
Typical Well Construction
-PROJECT LOCATION: Midway, Sampson County Details
Not
INJECTION WELLS: IN&I through INJ-6 DATE: 5/14/10
to Scale
INJECTION WELL CONSTRUCTION DETAILS
PROTECTIVE CASING AND "
CONCRETE -PAD
CASING MATERIAL
PVC
CASING DIAMETER'
2 INCHES
FT.BGL-
CASING LENGTH
10 FT
PAD DIMENSIONS
1FT x 1 FT
Ground
HEIGHT ABOVE GROUND -
0 FT'
OCKABLE CAP
0.5
WELL RISER.
MATERIAL
PVC SCH40
DIAMETER
2 INCHES
JOINT TYPE
THREADED -
LENGTH
5 FEET
ACKFILL AROUND RISER -
MATERIAL
Concrete Grout
THICKNESS
2 FOOT
2
4
5
10
TYPE OF SEAL
BENTONITE
THICKNESS
2 FEET
FILTER PACK
TYPE OF FILTER
20/40 SAND
DISTANCE ABOVE SCREEN
1 FOOT
WELL SCREEN
SCREEN MATERIAL
PVC SCH- 40
DIAMETER
2 INCHES
LENGTH
5.' FEET
SLOT SIZE
0.010 INCHES
DEPTH TO BOTTOM OF
11 FEET
MONITORING WELL
DEPTH TO, BOTTOM OF
11 FEET
FILTER SAND .
Z WELL -CON TRACTOR CERTIFICATION
#"4029 B7_17-
auta
1 WELL CONTRACTOR
d' TOP OF CASING,;IS FT Above Land'Surtace
Marl< A. Creel =
Top of casing terminated at/orbelow land surface may require
Well Contractor (Individual)"Name <.. •. -_
a variance in accordance with 5A NCAC 2C'.01.18: - '
Agra EnVlrOnmentai.: inC
e. YIELD (gpm) N/A METHOD OF TEST NLA
Well Contractor Company Name
=-
. 1517'Old° Apex:Road�•. - • .-
f !DISINFECTION 'Type NIA Amount N/A
?
StreetAddress:_
g,` WATERZONES'(depth) `
Car , ; NC . :.27513
Top 4 5 ' Bottom 1-0 ' Top Bottim
Cityor Town State , ' Zip Code
Top Bottom Top Bottom
9�1 ' 858-5350'
Top Bottom Top Bottom
Area code Phone number
- Thicknessf
2 WELLINFORMATION
7.' CASING Depth Diameter Weight Material
;
WELL CONSTRUCTION PERMIT# NIiAV
Top 0. Bottom' 5 Ft 2 kh 40 :;. PVC
OTHER ASSOCIATED:PERMIT#(rfapplicable)•N�A' ..
Top Bottom'
SITE WELL ID #(if applicable) I NJ 1
;TOO ' Bottom Ft
3 WELL USE (Check ';One Box),Monitonng ❑ Murircipal/Public ❑
8: GROUT. Depth, Material . Method
lridustrial/Commercial❑ 'Agricultural p' Recovery ❑ Injei tion p
Top 2: Bottom 4 Ft Belitonite , Tremie '
Imgation(j Other,j(Ilstuse),IfIIECtIOn•
Top 0. Bottom 2 Ft Grout Trerriie.
DATE DRILLED 5�6�10 ' .
.Top Bottom FL
4 WELL -LOCATION :
9: SCREEN Depth Diameter Slot Size Material
Sive"v1s Corner HlQhwav (US Hwv421) -
ToP 5 . BottDiri. 10 : Ft 2 in-- 0:01 in. ;PVC
(Street Name, -Numbers, Community,SubdMsion Lot No.; Parcel,:Zlp.Code)TO
Bottom "' Ft In.`
.. -.
'CITY:'Mid COUNTY San1DSOn
In;
Top Bottom .:' Ft in . in '
TOP OGRAPHIC•••ILAND SETTING ;(check appropriate box).; ' ,'"• .
❑'Slope pUalley flat ❑Ridge ❑Other '.
10 SAND/GRAVEL' PACK
491$TCp- 36_. CLROR 3Fr�6fr26€r^^.CC
Depth _ Size Material
Top 4 Bottom 1O Ft 2 med Sand '
XNMFKTCD7`J j^^nnffinnan^nn^I'CL ROR � 6i ��^^. CC
' -Top.. Bottom• Ft.
LatitudeAOngitudesource: "RGPS: ❑Topographic map -,
Top Bottom Ft
(location:of well musf be shown on a USGS topo.map andaftached to`
tfiisformrfnotusing:GPS) •.
11 DRILLING LOG'
2i
5 FACILITY.(Name of ttie business where the well:is located.)
Top Bottom . FormaiiomDescnption' '
`•i
.lackS�n 'PrnnPrfv
; 0' Medium and -
Facility Name ? Faollity ID# (if applicable)
/to
SniyPv'4'C'nrnPrAin Hwav 7l')S Hwv 4211
-/
Street Address
/
•
., Mtdwav NC'
City of Town :State Zip. Code ,
/
Contact -Name
NZA
.'Mailing. Address .
-
/
City or Town State Zlp Code
12 REMARKS
f
}
Are de Phone number
j
B-WELL DETAILS&DOHEREBYCERTIFYTHATTHIS :WELLWAS•CONSTRUCTEDIN.ACCORDANCEWITH
.:t -•.�
- - .'�>' -RECORDFIAS: EELLC NSTEDTOTHEWELL0INNERDT _ O HATACOPY.OFTHIS
a; TOTAL DEPTH 'I O
f
:.
b ".DOES WELL REPLACE EXISTING WELLI YES NO
4.
Lw
a/
:- ❑ -
—
SIGNATURE OF, CERTIFIED WELL NTRP CTOR DATE--
c -WATER LEVEL Below Top of Casing: 4 5 FT
�- l7 Cam,
(Use +,;if Above Top of Casing)
..
_ PR INTED NAME OFPERSON CONSTRUCTING THE WELL
xj,�-^.
wn 30 days of.completion to Division of Water Quality Information Processing; "Rev i1oa:
ISeivtce Center,kRaleighYNC 27699 161, Phone x(919) 807 6`300, k x ,wry pp
s'
••
CONSTRUCTION ,'�RJKC ORF
'o Erv0kornfi6iA,d!'
�.6p#t*ht: f Natural R DiVislowo
-J�
WELL O
L-CONTRACT*o�e La i,'S u*rface�--,"'.
.;IS--
d..'TOP ,OF CASING Ab
Creel ing:teftninated.atlor t
*Top`8 f.cas`
W _.�al) Niame
ell* '-..' Contractor ih:'pccor anceyvith:-j5 :NcAc�c618:
A
Agr E:n"vironmOnIt-'a'l�,;'�l'n.c..,-
Well 'Company THOD-0��TE§Tj
--,: -
-Contractor.' Name .. ... ... % I
.15.17bdAD2X<ROaCj ,DISINFECTION TvPb-N A Arrount�41
"Street Address gi.-WATERZONES ES (depth).
.-C
T 4
Cary ;�-NQ --','.-'2751_. 5 Bottom 10 Top Bottom
-Q4.orTownState ,Zip eCOd -Top -Bott6m`:-Bo, om,
.-.
),858- 0 '535 _Op. -7
Bottom Top Bottom -
Areacode number.,
Thickneisl:.,..
CASING.�Depth,�:;L_
2 WELL INFORMATION 7 tWeight Material
j
-.WEEC CoNsTkudnbN P _:T6' 0 ER IT# sc4.4
ilVl 'N/A -,B 'tto 5 Ft. 2
p Bottom VC
P
OTHER �J /A Top
-ASSOCiATEDPE�M[Tfti(t f aoplidabl T -1 ottom - Ft;
1: Tpp B&to
3.WELL 'USE {CKeckb*ne Box MonitoringM6nidip6YPubIic13 8 `G_RO_UT-_ Depth '. Material Method
Industrial/Commercial [ Agricultural [,.RecoVey'0;16j6ction r7002B6�6 4FtBentonite:.- remid
-Irrigati6i Top
'Other V(Iist- s& niebtibri-L IT
n 0 u .0 Bottom rernie."
DATE DRILLED, 5/6110 Top Bottom Ft.
- .4. WELLLOCATION.:9-SCREEW Depth.. iannater Slot Size ateriiF
Sive'v's tbr6erdidh-Wav (.US:HAv 4211 To'p5' BottomQ Ft' 2 Pic
(Street Name; Numbers, Community, SubdiVi§ibn, Lot No.., .Parcel; Zip Code)� -.. , "T' -
B
Bottom in
in
brry: Mid Y 8 Top COUNT. ampsbn in..
Bottom: 'Ft.
TOPOGRAPHIC /:LAND.,SETTiNG�_ (check appropriate 'box)
e [:iValley 1jrVIat ❑Ridge, EjOther . -: - '; .: *:101.,SAND/GRAVEL "PACK q
.'-.Depth Material -
36 a "A&AAAI�AA.Ae66 C 11CL R,6k-3&4'&&2 A A 6
: Top. 4- b6ttorfi0., :�Ft. #2 med. -Sand.'
rAAA&AAAAAO�AAJ, CL M W I$T.CD -75 �.R Ok -78146 77
- 'Bottom TopL-,
.grap ic.mi p
Ldtit6de/lon-gitude source':', .[Tob6 P_ Bottom Ft
To
-(Ioba on, of weffrnust.b6. shown on. 6 USGS to' h ot
po map:an.dattace
this - form i f not using GPS)
7.. A I. DRILLING LOG
5.'FACILIT--Y (Name of bus'in'dss whbre.the'well js l6batedl,'.. 'T
__..op. ..Bottom Formation;Descnp oti,n:
10, 'Medium -Sand
Facility Name: Facility !D#'(if applicable
Sniv Cnrn*pr!Hieihinla'v-'(I"l','-"H';-'�-4?wl')':,
Street:Address
- -- -
- — ----------------- — -
Cit -n - y-orTo State -Zip Code
N/A'
Contact Name: 7
NIX 7
v-,
Mailing , Address
w
City ,orTown : State Zip Code 2,
2; REMARKS::
- Area-codePhone number
6 WELL AILSI DO HEREBY -tERTI�Y:THXT'THIS"VECCVAS�C6�St U&TEb'INA6f6RDA6iWITH"
-15A. cAb kWELL CONSTRUCTION STANDARDS -H COPY OFTHIS
4AT A I S
a -RECORD HAS BEEN P VIDEDTOTHEWELL -OWNER
r X bb,
6' WELL REPLACE EXISTING NG
.-DOES WELLS YES
ATLIFT5.0FC CERTIFIED
..-SIGK ERTI ":DATE
E LBelow as
E ATER "L LETop"01-c-. ing
VEPRINTED
US if0 0
Ab e f Casing)
P__ NAME OF.PERSON CONSTRUCTING THE WELL
7-*
:-
it
SVVAL IRA, all
Service
7.
NON. � R
N. C
. RECORD..
North Cap 1ir1 D of Environment and ap �4� epartiment
.... . .. ...
�; WELL CONTRACTOR EIRT
J
7 .1-WELL CONTRACTOR. "-d- :FT
Mdrk,
�..Too'bfc6sirgtterm
terminated atfor below k may require
Wandsurface
ell d
uB1).Na'me, e :Contractor (IndiW
a in' accordance with 15A NCAC,2C. - 0118
A dr:a E�hvironmenfnl
'NIA "MET
e, YIELD W0#1).. L H db 6�'TES-
e Contractor
W 11 Company Name - -
..f ;DISINFECTIO
N '817 "bid' A R" ' d Dex. oa
SS'.
-�Street 'Add' ; ., ;"
" : "
t,qi-"_..".AT�RZONE& depth):
C aw.. :27513
':Top 4.5 - 136ttorn Q T Bottom,.
OPL��
F
CIty:or.T6vvn State* -Zip:C6de'
B Otto T Bottom
(9-19 858-5350-
Top ttom TOp4
code,.' Phone number
.�_Area
iq ness,..
2;WELL iWokilviATiON.:.-;�.
;CASING Depth, Diameter Weight,;;, Weight,,: M
i _ % at �Iai"
I.
WELL . CO NSTRQttION:0ERMIf# WA
9131 0 Bottom 5. Ft 2
Sdh.4
bTHER.ASSOCIATED PERMIT
7777 -7
TopB161:66ni
'
SITEOWELL ID. #V ap, P11cablej. IN
r
Top . Otto Ft
3. WELL USE (Check One :13ok)j onitoring Ei MunicipalTubli C:E3
Material
Method 8;4-, ROUT- Depth,
Andistri/Commercia1_ AgrcultutaIC'Recovery E3'. Inject-on,[
top' 2 Botr,f4.Ft Bbnfo n. iite
I.
(list s
lIng ationEl.. other lie, UP e)- 14hi6ctioM.
op 0' Bottom Ft.'. 0 ;T
-T rout rernie
DATE DRILLED5/6).10
TOP Bottom FC-- -----------
4.,.WELL:LOCATION:,'-
9: 'SCREEN- - Depth,'. .,Diameter .* Slat Size Material
sivevis Corner HiahWavW&HWV1421-V
Top BotioM 10 Ft 2. in i n P C
(Street Name, Numbers, Community, Subdivision, Lot No.,.ParceliZip Code),
Top - Bod"0 m'.' - Ft.' in.
MidWav". COUNTY SaITIDSon
n.,
a- --- ----
,Top- Bottom` oftom' Ft in. in.,
TOPOGRAPHIC I LAND'SETTING,' (check a p--ro,Pfi,ate4b6x)�,.
P
CSlooet-oValley. Mat Ll Ridge' [30th6r.:
10,
7ZANDIGRAVELPACK:
36
- e.
Ize iia I
Top Bottom
4� Ft. #2 nie Sand d
A 9"A CC A;%AXAI--dLA6k478.46880
T* Bo
ttom' ottom --.Ft
Ud A
e ongitudesourcb' !WPS' aboogra0hib map..
Top
'Ft- - op Bottom
mus,tb,� shown- 6h d'U�6S. to' to
(location of well. po map. andattac
I if not, using thirir
this form -GPS)
I I DRILLING
FACILITY ss where .
eVellis -s..�FA I ne Ofi.ht� b6,i.-elocated:)."Bottom
Formation Obscripti
]JI., ckson"Fir',bhefty'-
ja
0' 6i�
WdiurnSandt:
'Facility Name -'Facility ID#:.(if-appl!,cabIe)
'6
. "Hit
-1 C'
Rn v _q nrher in 'wA\j L IS 'Hwv 4711
Street Address
Mi M RV. - NC L
-city or Town ;.State "...Zip Code..
V
N/A
Contact Name.,
-N/A j
.4
M aiin g.,�ddress'
ityOrTown C* State ,�;,:;�!p.C.bde
j, 2.REIVIAR
A e,
Area: cod -Phone:number
15 WELL DE TAILS -
7-777- 7-7---7-
-.I.D0 HEREBY CERTIFY. THAT -THIS WELL CONSTRUCTED IN ACCORDANCE YVITH..,.
15AINCAC 2C , WELL CONSTRUCTIONSTANDARDS, -AND T+LAT-A COPY.OF THIS, I
TOTAII;DEP�H:::1 0
:RECORDMA HE'WELL:OWNER.- -
DED�TRT
DOES WELL tREPLACE EXISTING YES _JNO:Ef:
t
GNA`IT5RE 0 F LICO
CERTIFIED WEL NTRACTOR
WATER LEVEL Below Top.of Casing:'
(UseAbove Top of -Casing)
PRINTED NAME OFRERSON CONSTRUCTING THEWELL�,
W�,
6 ys ForrnGWMIJ-'�`,'
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