field investigations of uncontrolled ...taylor, bill wentworth, david nickerson, jim vogel, terrence...
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FIELD INVESTIGATIONS OFUNCONTROLLED HAZARDOUS WASTE SITES
RECEIVEDFIT PROJECT MAyp51983
•~ " C= D", A WAREWA,.. JUCCJHCES SECTION
MANAGE'5 OFFJCE
TASK REPORT TO THEENVIRONMENTAL PROTECTION AGENCY pr^nV^D
CONTRACT NO. 68-01-6056 rv£- — < v ^MAY 4 1SS3
WATER SUPPLY!,
Well Drillingat
Delaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04C
EPA No. DE-17
Revision Date: October 8, 1982
Presented to: Linda Y. Boornazian, Acting DPOEPA Region III
Prepared by:
ecologp nd en\rironmeiit, incInternational Specialists in the Environmental Sciences
Well Drillingat
Delaware Sand and Gravel LandfillNew Castle, DelawareTDD Ho. F3-8202-04C
EPA No. DE-17
TABLE OF CONTENTS
Section 1 Summation and Findings
1.1 Summation1.2 Findings
Section 2 Field Trip Report
2.1 IntroductionFigure 1 - Site Map of Delaware Sand and Gravel
Landfill2.2 Contacts2.3 Pertinent Comments2.4 Magnetometer Survey2.5 Drilling Performance !
Figure 2 - Magnetometer Readings on the Drum-PitArea (Observed on July 2, 1982)
Figure 3 - Magnetometer Readings on the LandfillArea (Observed on July 7, 1982)
Table 1 - Well Installation SummaryFigure 4 - Subsurface Exploration of Monitoring Well
B-lFigure 5 - Subsurface Exploration of Borehole B-2Figure 6 - Subsurface Exploration of Borehole B-3Figure 7 - Subsurface Exploration of Monitoring Wel]
E-4Figure 8 - Subsurface Exploration of Monitoring Well
B-5Figure 9 - Hydrogeologic Section A-A'Figure 10- Groundwater Elevation Contour Map Observed
on July 14, 1982Table 2 - Sample Log
2.6 Soil and Water Sampling
Section 3 Site Inspection Report Form
seioooss
Well Drillingat
Delaware Sand and Gravel LandfillNew Gas tie, De1awareTDD No. F3-8202-04C
EPA No. DE-17
TABLE OF CONTENTS
Section 4 Analytical Data Summaries
Table 3 - Groundwater Organic AnalysesTable 4 - Soil Cuttings Organic AnalysesTable 5 - Groundwater Inorganic AnalysesTable 6 - Soil Cuttings Inorganic Analyses
Section 5 Toxicological Assessment
Section 6 Attachments
1. Sample Paperwork (Air bills. Chain of Custodyr andTraffic Reports)
2. Photographic Log3. Pertinent Correspondence
SECTION 1
Well Drillingat
Delaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-S202-04C
EPA No. DE-17
SUMMATION AND FINDINGS
1.1 SUMMATION
The Delaware Sand and Gravel Landfill is located approximately two milessouthwest of the City of New Castle, Delaware and immediately east of the ArmyCreek Landfill (DE-01). But both landfills are interconnected hydrogeologically,only divided topographically by the Army Creek.
The Delaware Sand and Gravel Landfill was alleged to contain drums ofindustrial chemical liquid waste. The purpose of this effort was to evaluate thecontamination contribution of the Delaware Sand and Gravel sate. Accordingly,three monitoring wells and two boreholes were developed during the period of June28 to July 14, 1982. Groundwater sampling program was performed on July 14,1982, The subsequent analytical results indicated the following:
o The groundwater flow direction in the study area is generally from thenorthwest to the southeast. This is the same pattern observed in November 1981.
o The groundwater elevation measured approximately 14 feet below mean sealevel (MSL) in the drum-pit area,
o Groundwater sample (B-l), near the drunt-pit area showed contaminationas follows:
Lead (120 ppb) - - " Phenol (360 ppb)1,2 Dichloroethane (1,500 ppb) Methylene Chloride (4,000 ppb)Trichloroethylene (27 ppb) Toluene (1,200 ppb)Benzene (180 ppb) Ethylbenzene (16 ppb)
Well Drilling mtDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA No. DE-17
o Groundwater sample (B-4), near the refuse area, downgradient of thedrum-pit area showed contamination as follows:
Benzene (57 ppb)Toluene (880 ppb)Ethylbenzene (18 ppb)
o The groundwater sample of Well #39, near the recovery well #13 did notcontain significant levels of priority pollutants, except lead (320 ppb), arsenic(120 ppb) and nickel (60 ppb).
o Groundwater and cutting samples of B-5 did contain a small amount of. i
pollutants that were similar to the pollutants of the drum-pit area. This could
be due to groundwater fluctuation in this area.
o A soil cutting sample from B-2, located in the drum-pit area, showed a
concentration of 262 ug/g (ppm) of PCB-1248.
o Trace amounts of ethylene and toluene were found in the stained soilnear the entrance of the landfill.
1.2 FINDINGS
The observations cited above indicate that the groundwater and soil have
been contaminated by the drum-pit area.
1-2
ARI00072
SECTION 2
Well DrillingAt
Delaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04C
EPA No. DE-17
FIELD TRIP REPORT
2.1 INTRODUCTION
The Field Investigation Team, Region III (FIT III) developed a subcontract
to drill three monitoring wells and two boreholes (See Figure 1), to better
assess the constituents of contamination from Delaware Sand and Gravel Landfill
Site, based upon recommendaiions of a previous hydrogeol'ogic study (TDD No.
F3-8108-11B).
On June 28 through July 14, 1982, the subcontractor, A. C. Shultes and
Sons, Inc., a licensed driller in Delaware, drilled five holes under the
supervision of FIT III. After drilling was completed, FIT III conducted sampling
of the groundwater and the drLiring~cut"tings~afid forwarded the samples to the
labs for analyses. The FIT III members included Frank Quirus, Loren Lasky, Doug
Taylor, Bill Wentworth, David Nickerson, Jim Vogel, Terrence Shannon and C. K.
Lee. "
The weather conditions for the operation period" were sunny, hot and humid
with occasional thunderstorms. The air temperature "ranged 85* to 95" F.
2-1
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Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-S202-04CEPA No. DE-17Field Trip Report
2.2 CONTACTS
Christine Hladchuk Timothy Rafferty, LawyerEPA Region III Custom House Plaza, Suite 5146th and Walnut Streets Wilmington, DE 19801Philadelphia, PA 19106 (302) 656-8295 £A** *e( joi . 239(215) 597-2193
Lisa A. Hamilton Vincent DellAversano, OwnerDepartment of Natural Resources Delaware Sand and Gravel Companyand Environmental Control 229 Granthan LaneEdward Tatn*ll Building New Castle, DE 19720Dover, DE 19901 (302) 328-3491(302) 736-5739
Dave Clark Charlie .Kramer (Drfllers)Hew Castle County Engineer Dale GodstlPublic Building Jim Schultesllth and King Streets Ted BudzynskiWilmington, DE 19801 A.C. Schultes and Sons, Inc.(302) 366-7800 664 South Evergreen Avenue
Woodbury, NJ 080916Charles Hurd (609) 845-5656 :Amoco Chemical CorporationP.O. Box 312New Castle, DE 19720(302) 322-1878
2.3 PERTINENT COMMENTS
Robert J. Touhey, DNERC Manager - _^
__ o In a letter of June 22, 1982 to Walter Lee, Chief of EPA III, Mr. Toheyapproved the plan for the drilling work to monitor the Delaware Sand and Gravelsite.
2-2
SBI00076
Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA No. DE-17Field Trip Report
Emil Onuschak, Chairman, Delaware State Board of Registration of Geologists -
o In his letter -of June 8, 1982 to Christine Hladchuk, EPA Region III,Project Officer, it stated that independent geologists with whom a federal agencycontracts to do geological work in Delaware must be under the supervision of ageologist who is an employee of the federal government.
o EPA Region III appointed Stephen Platt as a Federal Geologist to supervisethe drilling work at the Delaware Sand and Gravel site.
Dave Clark, New Castle County Engineer -
o In a telephone conversation of July 6, 1982, he gave verbal permission fordrilling Well B-4 which is adjacent to the abandoned Well #53.
o Mr. Clark also mentioned that Well B-4 is on property that now belongs to
Vincent DellAversano.
Timothy Rafferty^Lawyer fog Dejaware Sand and Gravel Company -
o In a telephone conversation of March 29, 1982, he seated that DelawareSand and Gravel Company had granted permission to enter its property for the
drilling work.
o In a telephone conversation of July 14, 1982, he said that the owner,
Vincent DellAversano did not want split samples.
2-3
1RIQ&077
Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA So. DE-17Field Trip Report
o A sample receipt was sent to Timothy Rafferty on July 21, 1982 forMr. DellAversano's signature (See Document #11). But it had not yet been returnedwhen this report was prepared.
Vincent DellAversano,Jgwner ojE .Pe_l_aw_a_ire_San__dI and Gravgl j ompany -
o Mr. DellAversano was on site the morning of July 6, 1982. He was paidby Schultes for installing an access path to the B-4 site.
CharlesL Hurd^Ajnoco Chemicals -
~ o Amoco Chemicals Corporation granted permission to access and drill WellB-5 on its property (See Document #10),
o A sample receipt was supplied to Atnoco (See Document
2.4 MAGNETOMETER SURVEY
A "Unimag II" magnetometer was used to search for concentrations of buriedmagnetic (ferrous metal) objects in the drum-pit area, as well as in the refuse(landfill) area. These magnetometer surveys of selected locations were performedon July 2 and July 7, 1982. „ -
The drum-pit area was a dumpsite for disposing"industrial waste. A scan ofthe area with the HNU was conducted prior to the magnetometer survey ou July 2,1982. No readings above background level were detected on the surface of thesite. Magnetic intensity measurements from the instrument's digital readout, ingamma, were recorded every 5 Et. along lines delineated in Figure 2. The general
2-4
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Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA No. DE-17Field Trip Report
reading in the drum-pit area was about 56,000 gamma. Areas with readings ofgreater than 60,000 gamma were arbitrarily considered as indicative of high metalconcentration. The drum burial area is within the defined limits on Figure 2,
Scattered readings on the refuse (landfill) area are presented in Figure 3.A general background level in this area is also approximately 56,000 gamma. Fewhigh readings above 58,000 gamma were recorded on the southeastern part of thelandfill, but no correlating evidence was found to determine an exact location ofburied drum concentrations.
2.5 DRILLING PERFORMANCE • -';--" —'" - - .. . - . . . . . .
The firm of A. C. Schultes and Sons, Inc., Woodbury, NJ was selected as thesubcontractor on this project. Schultes operated a rotary drilling rig and anauger rig for boring the holes. The total drilling cost was $16,104.
Five holes were drilled during the period from June 28 to July 14, 1982.These were the following (See Figure'1 and Well Logs Figure 4 through 8).
o Well B-l was installed on the southern side of the boundary path,outside of the drum-pit area. The drilled depth of this hole' is 55 feet. Thisborehole is cased with a 4-inch steel pipe with a 10 ft. screen installed between30 and 40 feet below grade.
o Borehole B-2 is located approximately in the center o£ the drun-pitarea, about 25 ft, from Well B-l. B-2 was drilled 20 feet through the waste pit,and then filled with bentonite. and cement after completion of the drilling.
2-5
.RIQOO'81
Well Drilling atDelaware Sand and Gravel LandfillNew Cattle, DelawareTDD No. F3-8202-04CEPA No. DE-17Field Trip Report
o Borehole B-3 is located in the center of the refuse or landfill area.The borehole was drilled to a 33-foot depth and filled with bentonite and cement
after completing the hole.
o Well B-4 is located about 27 ft. from abandoned Well #53, on thesouthwestern part of the owner's property. The well was drilled to 102 feet andcased with 4" steel pipe, and screened between 85 and 95 Eeet below the groundsurface.
o Well B-5 was installed about 17 ft. from abandoned well #OW5, on the
northwestern side of the drum-pit area. The well is 15-0 feet deep and cased witha 4-inch steel pipe, screened between 110 to 120 feet below the ground surface.
Ecology and Environment, Inc. conducted a training session in the use of
respiratory protective equipment and decontamination procedures at the Region III
office on June 22, 1982. The drillers did wear personal protective clothing andrespiratory protective equipment while drilling at the B-l, B-2 and B-3 sites.
Ecology and Environment, Inc." monitored ambient air with HNU continuously
during drilling operations. No readings above background were detected in theambient air. Some positive readings above the spl it spoon sampler and at the headof holes B-l and B-2 were noted. Strong chemical odors vere noted during drilling
on the drum-pit area.
The drilling equipment was cleaned and rinsed with high pressure hot vaterprior to drilling the first hole, between subsequent holes and after completingthe last hole.
2-6
Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA No. DE-17Field Trip Report
The drilling spoils, cuttings and the water generated in connection withthe drilling work were dispersed on the ground, this process was discussed andagreed to by EPA Region III and the landowners (See Document #6).
The boreholes B-2 and B-3 were backfilled with bentonite and cement after
completion (See Figures 5 and 6). The annular space for each newly installed wellwas sealed with bentonite and cement from 2 feet above the top of the screen tothe ground level (See Figures 4, 7 and 8). Each well had 4-inch diameterstainless steel casing and screen, plus a protective steel outer casing at thesurface with a locking cap. Detailed information on the. drilling work, and
observed groundwater elevations are listed in Table 1. A contour map of the
observed groundwater elevations is "shown in Figure 10 which indicates that the
groundwater flow direction is south-easterly, with an approximate hydraulic
gradient 0.02 ft. per ft. at the drum-pit area.
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Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA. No. DE-17Field Trip Report
2.6. SOIL AND WATER SAMPLING
The sample locationi are designated on Figure 1.
The soil (cutting) sampling from the split spoon sampler was performed byEcology and Environment, Inc. field personnel. The procedure for decontaminatingsamplers consisted of: 1) brushing the sampler in water after emptying thecuttings, 2) cleaning the sampler with drinking quality water, 3) rinsing the
sampler with acetone, and 4) jetting distilled water for final rinse.
A total of tweleve eoil drilling (See Table 2) samples were submitted tolabs for analysis.
Drillin^jiole No. of Split Spoon Depth Below Ground (ft.)
B-l SS #5 10 - 12.5SS #11 . . 38-40
B-2 ' SS #2 5-7SS #4 : 10.5 - 12.5SS #5 13 - 15SS #6 : 18 - 20
B-3 SS #6 13 - 15SS #8 25 - 27
B-4 SS #3 1_ .67-69SS £6 an3 #7 _ ... 82 - 87
B-5 SS #12 : 43-45
Stained Soil Area Near - --- 0.5Entrance to Landfill
2-9
Well Drilling atDelaware Sand and Gravel LandfillNew Castle, DelawareTDD No. F3-8202-04CEPA No. DE-17Field Trip Report
Five groundwater samples were obtained on July 14, 1982. A "fast
turn-around" time of 14 days was arranged for analyses of:
Inorganic Pollutants At:
Versar, Inc.
66"21 Electronic DriveSpringfield, VA 22151
Organic. Pollutants At:
Mead Technology
5 Triangle DriveResearch Triangle ParkNorth Carolina 27709
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SECTION 3
TDD No. F3-8202 *C EPA No. DE-17jSLCDA POTENTIAL HAZARDOUS WAITS SITE%XC.r/-\ SITE INSPECTION REPORT
MEQION SITE NUMBER (!• *•*••*«/»•
III
GENERAL INSTRUCTIONS: Cocplci* Section* t ud m Uutrach TV ol this form •• ctwplsteljr •• possible. Then use ths inform*-tin o* tiis fern t* develop e. Te«ut*ve Disposition iSectfan //J. FIJs this fomia 1U entirety bi tb« r*|iooel Hsxsnfotts Vmttm Loc**!!«. a« itm t* laoki«M> mil «pprapci«t« 5uppl«v«nul R*portB U Ui« (U*. Submit * copy of tfc* fomc ta: U.S. Eaviroo»«a»I Pre-ceetic* Axncy; IU* Traeklac Sf»w«; Huvdoas Wula Eafofcmcat T*ck Pore* (EN-33S); 401 U St., tV; W««hln«tno, CC 20460.
L SITE IDENTIFICATIONA. SITC NAME
Delaware Sand and Gravel
New Castlea. SITE OPERATOR INFORMATIONt. NAME
J/incent_peVjAver_san£ _S. STREET
229 Grantham Lane
•. STREET f«r »tltft Mfntlttmr)
Landfill 229 Grantham Lane" " '" • B. STATE™ tT'IirCBBt ——
DE 19720
1 New Castle1. MAMC
a. CITV
r.couuTv UAUCNew Castle
_J02I328-3491_ _' ». »T*TE PITlIP COPE*""
DE 1 19720«. TCUC'HOMC NUMBER
4. STATE j ». ZIP COOt
t. SITE CESeRIPTION
J. TYPE OF OWNERSHIP
C3 1. FEOERAL d Z. STATE n J. COUNTY I~1 4. MUNICIPAL PD i. PRIVATE
Q. TENTATIVE DISPOSITION (complet* (hi* ••ction Ittt)A, ESTIMATE DATE OF TENTATIVE
DISPOSITION CM*.,rf«r,4rr.;•. APPARENT SERIOUSNESS OF PRODLEM
f~) 1. HIGH O 1. MEDIUM ~\ S. LOW CD *• NONE j
;. PREPARER INFORMATION
C. K. Lee 609-665-1515 August IS, 1982IIL INSPECTION INFORMATION
A. PRINCIPAL INSPECTOR INFORMATIONt. NAMC J '• T
C. K. Lee LH^S. 8HBAHIXATION
Ecology and Environment, Inc., FIT Region III
rue^rol_ogis_t_ _ _ _ _ _
~^ 4. TELEPHONE NO. fmrim eodf t no,)
| 609-665-1515B. INSPECTION PARTICIPANT*
I. NAMC
Frank Quirus, Loren LaDoug Taylor, BillWentworth, DavidMlckerson, Jim Vogel,and Terrence ShannonC. SITE R£PRESEHTATIVES INTERV
1,M*MC
Vincent DellA/ersanovisited theoopratlon of R-4 onthe morning ofJultf 6, 1982
-
2. OMO*NIZ*TION »• TI1.CPHOHE WO.
;ky
Ecology and Environment, Inc. 609-665-1515
IEWED feorp+m* ottletal*, irotkrrm, rffl**ntf)
Owner of DelawareSand and Gravel! andfill. 302-3?8-3491
1. ADDNCSB
?29 Grantham Lane. N'ew Castle
DE 19720
•
1PA ?*» T3979-3 &Q#V} PACE 1 OF 10 Cotttinam Oa R»«
ARI 00098
TDD No. F3-S202-r" EPA No. DE-17
m.INSPECTION INFORMATION Ccomrnu-d)D. SENERATOR INFORMATION f •*•*••• •/ wm*t»)
1. MA WC
no record
E. TRANSPORTER/HAULER IK
nn rprnrfl
S. TKI-rPMOMC NO.
FORMATION
r. IF WASTE IS PROCESSED ON SITE ANO ALSO SHIPPED TO OTHER SITES, IDENTIFY OFF-BITB FACILITIES USED FOR DISPOSAL.f. NAME
not applicable
G. DATE OF INSPECTION M. TIM£ OF INSPECTIO*
13 days
S. AOORCS1
1. ACCESS CAIN CD •Y:fw»«wnM«l« mu»l »• •(«*«"» m*tt 4J»»««j
C3 i. PERMISSION m a. WARRANTa. WEATNER f*..ert«*) Sunny » hot, nutnid and occasionally thunderstorms.Air temperature rarszed from 85° to 95°- . . . .
IV. SAMPLING INFORMATION.. Jfsde 'Z' for the types of ••ctple? t&kea sad Indies t» where they h«»* been seat e.g., rtfionej l*b? o&er EPA Isb. con tract or,
etc. end estisete when the r*suit> trill be eveilsbls.3, SAMPLE
I.HAMPUC TVP« -TAKEN
...«T«
d. AIM
«. RUMOPr
L. IL.1.
C. SOIL.
h. VCOETAT1ON
drillina and cuttinq
X
X
4.DATE
AVAH.A»l.C~
turn aroundVersar, Inc. and Mead Technoloav time 14
days
-
Versar, Inc. and Mead Technology•. FICLO MEASUREMENTS TAKEN f».«« n««MI«rf/r> •01e«fv«t7. PM. •«.;
I.TYPC
Explosiraeter'
NU
Unimap II Mapnetometer
drSltof WbSn StarLe° No wa ns8-Monitored continuously . No readings above backgrounddurinK drilline operations. were detected in ambient alr-Drum-pit area and Higher readings on scare partsrefuse area. ' of the drwHplt area.
EPA Pe«i T2070a (10*») PACE 2 OF 10 ' Continue On Pe«e 3
ft R i
TDD No. F3-S202-U4C EPA NO. DE-17Centinoed Fnat Pstfe 2
IV. SAMPLING INFORMATION (continued)c. PHOTOS). TTPC O»" PMOTO*
rJ0 ». *ROUNO I""! fe. AERIAL. Ecolo and awironment, Inc.D. SITE MAPPEQT
03 YES. SPECIFY LOCATION OF MA** USGS QuadrangleE. COORDINATES
39° 39' 11" N 75° 36' 05" UV. SITE INFORMATION
A. SITE STATUS
1 1 1, ACTIVE (Th#»» *n*f«trl*I ermuntei**J «<(•« vAJeA «i* k*Jnf u*«rt
——— -«--'——— "". ——— «*.-
PS 2. INACTIVE fTA»«*««!•• ivAteA n* Imngfr r*c*jv*
B. IS GENERATOR ON SITE1
C 1. NO 1 1 2. YESf*F*eJJr <«n*re»f« /•ur-rf
C. AREA OF SITE (in menu)
about 10 acres
(~~l S. OTHER/n*eftv)?("TJM** ctr«* thmt includf *ueh lnoltf*nt« /(*r« "wr 'llf dun Jnj"vh«f> n» rm$ul*f or ewtiimwnf u«« e/ (h* •!(• far WM(» rit«pe*«(/)•• •ccumd.J
ittt sic c*d«;.' -
O. ARC THERE BUILDINGS ON THE SITET
Q i. NO 02. YESf«P»ejir>f Owner's garage
VI. CHARACTERIZATION OF SITE ACTIVITYIndicate the *a;ar site actlvltyfjerj and detail* relstinc to each activity by msrkinc 'X' in the appropriate boxes.X X— A. TRANSPORTER —
I.RAII.
a. SHIP2.BAKGC
4. TRUCK
«.e THER f «n#el/yj:
B. STORER
l.PILE
J. DMUMS
«.OTHCRf*P«e<lr}*
—— C. TREATER
>.P»UTRATie*
1. VOLUME HEDUCTION
«•— D. DISPOSERX{P.I.AND IUL I2.1_»NDF *«w |
S.OI»CN OUW" j
• .oTMCPif'p«cifr;'
waste pit
1 1 I. STORAO- 1 1 2. INCINERATION I"! J. LANDFILL 1 1 *. fuPQUHOMtHT CH ** DEEP WELL
F~1 «. PMYSTMEATMENT O '• LANDFARM j~1 B. OPEM DUMP |~"1 f. TRANSPORTER I 1 10. RECYCLOR/RCCL AIMER
vn. WASTE RELATED INFORMATIONA. WASTE TYPE
Q *• LIQUID f~^ 2. SOLID C3 3. SLUDGE PI *. SAS _ ! .
B. WASTE CHARACTERISTICS
f~l t. CORROSIVE PI 2. IGNITABLE f~l 3. RADIOACTIVE [D *• HIGHLY VOLATILE
[|S. TOXIC n ». REACTIVE Q 7. INERT FTl •• FLAMMABLE
1 1 5. OTMCRf>B«ci(y).-C. WAST£ CATESOMIES
records of wastes are not available£ PA F«m T2fl?W OWf)
«anii**tB, inv«ntori«», »te. bvlaw.
PAGE S OF 10 Cominue On Reverse
flRlQOlOO
t_,„ , , '- TDD No. F3-8202-Uc EPA No. DE-17entfrraerf rraei frontVH. WASTE RELATED INFORMATION (continued)
2. Estisiets the mount fspecJ/y unit at eteesure) of wane by estecory; nark 'X* to indicate which wastes are presenu*. SLUDGE
AMOUNT
•X (|| PAINT,
'M«TAL*ia'»Lwa*u
lit P«TW
,„ ALUMINUM"'SLUDGE
a. OILAMOUNT
X*'"WASTM
t. IOL VENTS
•X... MAUOCKNATBO• OLVK.MTS
._ MON^>AUOSHTOSOIVKNTS
«. CHEMICALSAMOUNT
about 375.000ga 1 Tons sx-
X
XX
(
it ACIDS°\ lir
_,ptei»i.iN8* UtOUOMS
4i PCSTICIDCS
B) DYCS'INMS
tTI PHCMOkS
•iMALOOCNa
•*PCB
tOIMCTAUS
iromatics
•. SOLIDSAMOUNT
X'
... MILLING/MINK* TAM.IM61
' FC1MOUS SMCL.T'*' INS MASTKS
SMUTS. MAITCS
r. OTM«RAMOUNT
—— II. t*
UIMQ
ESIRA
MIMU
BONATORV.kHMACBUT.
IPtTAL
K1OACTIVC
iieiPAu
Q. LIST SUBSTANCES OF GREATEST CONCEPM WHICH *f*E ON THE SITE (plmc* in 0*>e*n*fn« draff of htimnt)
I.SUISTANC1
2. FO»M(m.tt 'X')
'• rr - ————— 'LID
1,2-dichloroethane -
trichloroethvlene
PCSbenzene
tnlupno
lead
phenol
y
X
»,l.i<3.
X
X
X
?(^
e. v *•
3. TOXIC1TV
• .
X
X
X
X
X
e. 3—— 4.CAS NUMBER S. AMOUNT
107-06-02 1,500
79-01-6 27
11097-69-1 252
71-43-2 180
108-88-3 1.2007 39-92-1 120
108-95-2 360
E.UNIT
ug/1
uq/1
uq/q
ua/1
ua/1ug/1
ug/1
VIE. HAZARD DESCRIPTIONFIELD EVALUATION HAZARD DESCRIPTION: Place sa 'X' ia the box to indicate that th* listed hszard exists. Describe thehazard is the space provided.FYI A. HUMAN HEALTH HAZARDS
1,2 Dichloroethane Trichloroethvlene
TSCa Cancer ^ XExperienced CarcinogenExperienced Mitagen XExperienced Teratogen X
X
Methylene Di-N-Butyl-Benzene Ch3oride CTienol phthalate
XX X
x
EPA Far* T207M (lfr?V) PAGE 4 OF 10
&.R
Continued Ff9*> Ptgf 4 ~TDD No. F3-8202-"f EPA No. DE-17
. HAZARD DESCRIPTION fearaittumd)I Q m. NON-WORICCR IN JURY/EXPOSURE
'not reported
C. WORKER INJURY/EXPOSURE
not known
£Q O. CONTAMINATION OF WATER SUPPLY
Amoco wells shut down in 1975, due to contamination*
E. CONTAMINATION OF FOOD CHAIN
not reported
F. CONTAMINATION OP GROUND WATER
1,2 Dichloroethane, trichloroethylene, benzene and other priority pollutants (seeTable 3 ) were found in ground water sampling on July 14, 1982.
Amoco wells shut down due to contamination.
O. CONTAMINATION OF SURFACE WATER
none observed
SPA F*m T2076-3 (]0*7f) PAGE 9 OF 10 Continue On
j00102
TOD NO. F3-8202-0 ") EPA No. DEConi'fngerf Frm*_Fmnt _______________________________*"
J- - - . Vm. HAZARD DESCRIPTION fcentiiund)l£j2 N. DAMAGE TO FLOR*/FAUNA -.----.___—--- . _ - - - . . . . - - - . . - _ - - _ . _ _-L_--.. ««,.,.„.•«,,.,« .,.,,———.-
Parts of the drum-pit area and the landfill area are without vegetative cover.
I. F1IN KILL
none reported
J. CCMTAMINATJDN OF AIR
none observed but strong chemical odors were detected during drilling at thedrum-pit area.
K. NOTIC6A»LE ODORS
Unidentifiable odor observed during drilling phase of B-l, B-2, 8-3 and B-4but no readings above background detected by HNU.
L' CONTAMINATION Of SOIL
PCS, phenol, aromatics and other priority pollutants were found in the soilsamples of drilling at the drum-pit area.
_J M. PROPERTY DAMAGE
none observed
EPA Fw* T207W (IMW *»AGC • OF 10 Conttmre On Pig* 7
ips»e s_______ ___________TDD No. F3-8202- C_________FPA Nn, HAZARD DESCRIPTION (canttnu»4) ^
N. FIRE OR EXPLOSION
Fires occurred in 1969.
r~] O. SPILLS/LEA KIN 0 COMTAINERS/RUNOFF/STANDtNG LIQUID
not observed
\~~\ P. SEWER. STORM DRAIN PROBLEMS
not observed
(~1 Q. EROSION PROILEMS
not observed
R. INAOEOUATESECURVrY
No security fence and site is easily accessed.
S. INCOMPATIBLE WASTES
unknown
EFA Fe«m TaOTW 0*-7») **AGE 7 OF to Continue On Reverse
TDD No. F3-8202-"\C EPA No. DE-17
Vm. HAZARO DESCRIPTION rconilriued)t_l T. MIDNIOMT DUMPING
not known
(_J U. OTHER (ff Urti
not applicable
IX POPULATION DIRECTLY AFFECTED BY SITE
A. LOCATION OF POPULATION
I. IN KCdOCMTIAL. ARCAS
, IN COMMERCIAL*'an INDUSTRIAL ANEAS
IN PUBLICLY*'TRAVCLLEB AREAS
*"fp*r««, ••AeeJA, »i«,J
B. APPROX. NO.OF PEOPLE AFFECTED
about 100,000 peof
about 100,000 peofnear Grantham Lan«PnntP Q ?, D R tr*i
no
C. APPROX. NO. OF PEOPLE 0. APAFFECTED WITHIN OF •
UNIT AREA API
le served by Artes' an Wa
le served by Artes1 an Wa
ric varip<;
PROX. NO. E. DISTANCEUILDINGS TO SITErECT£D (ififcHr tmiittj
ter Compiny
ter Compcny50-1,000 ft
X. WATER AND HYDROLOC1CAL DATAA. DEPTH' TO GROUND WAT ERf»p*GU7
varies 25-50 ft.O. POTENTIAL YIELD OF AQUIFER
G. TYPE OF DRINKING WATER SUPPL
i 1 1. NON-CO*»MUNITY ED *.< IS CONNECTIONS'
.""1 S. SURFACE WATER HCl 4.
jn/fj •. OIHECTION OF FLOW C. OROUNOW
southeasterly ArtesianE. DISTANCE TO DRINKING WATER SUPPLY F. DIRECT !O
f «p*«Jiy unJf a/ ••««»>about 4,000 ft. southeas
rCOMMUNITY fapeelfr »wty,'> IS CONNECTIONS ——
wtLL
New Castle
• TER USE IN VICINITY
Water ComnanvH TO DRINKING WATER SUPPLY
terlv
EPA Perei T2070-S (18«7») PACE * Of 1O Continue On P««t 9
KB\00105
TDD No. F3-8202
Contjnuea* Fromi X. WATER AND HYDROLOCICAL DATA Ceononue |. LIST ALL DRINKING WATER WELLS WfTHtN A 1/4 MILE RADIUS OF SITE |
i
:
'i
I. WELL 3. DEPTHf •moult? anilabout
Arooco well; 150 1
Gonzon 145 1
V, DellAversano 135
1. RtCEIVINC WATER
1. MAMC
Delaware River and_£rmy Cr gk _
*• •NOM-CO**- •S, LOCATION MUMITY I
(mrvstmitr io m*»ttl»ti*n/ mullmVitgt) (mmr* 'X') |
Ft. Route 9 - it shut down due to contamination x 1
st. Grantham Lane
ft. Grantham LaneX 1
X 1
-I ————————— 1This reach of Delaware River is classified as interstate stream zone 5. 1
XI. SOIL AND VEC1TATIOH DATA |LOCATION OF SITE IS (Hi 1
£3 A. KNOWN FAULT ZONE Q •• **«ST ZONE Q C. 100 YEAR FLOOD PLAIN {£} D. WETLAND 1
i"""} E. A REGULATED FLOODWAY fj F. CRITICAL HABITAT Q G. RECHARGE ZONE OR SOUE SOURCE AI ^ B 1
XII. TYPE OF GEOLOGICAL MATERIAL OBSERVED ^VpvT 1
f
j
Marfc 'X' to Indicate the tjrpefs,) of geological materiel observed end specify where necssser;, the component pens. 1•X 'X— A. OVERBURDEN —
1.SANO . V
A LoamX. CLAV
s. e**vct.
>B. BEDROCK (»m»elly mmlmmr)
Solid rock below Potomac Formatic
*
XHt SOIL PERMEABILITY
C3 A. UNKNOWN Q B. VERY HI OH fJOO.OOO tm 1600 cn/MfeJ
O D. MODERATE (10 M .1 e*V*ee.j C"l E. LOW f./ te .001 sm/mme,y
C. OTHER (tffcity *•/»•»; 1
r. 1
CT C. NIGH {1000 t* 10 em/tme.fQ F. VERY LOW f.OOl tm .00002 «t/»«c.J
G. nCCMARSE AREA
US'- YES Qa. NO 3. COMMENTS: fay infiltration to recharge GroundwaterN. DISCHARGE AREA
C3 i. TE$ CS 2. NO 3. COMMENTS: qroundwater1. SLOPE
less than 3% osnerallv to south, but the around surface was .chanced due to oit
The site is underlain by the Columbia Formation, ranging from 30 to 60 feet inthickness. The underlying Potomac Formation consits of stream-deposited sand andinterbedded clay and silt.
ePA Pa«» T307W (IfrTf) PAO£ t OF 10 Continue On ftevene
TDD NO. F3-8202- t EPA No. DE-17rom Prpgi ____ ___ __J__
XW. PtRHlT IMPORTATIONList eU applicable penalis held bf the sita sad provide the related iaforneuoo. ______
A. PERMIT TYPE
State Permit
». 1SIUINOAGENCY
DN REC
C. PERMITNUMBER
0. DATEISSUED
1969
E. tXPtPATIOM
f»DATE
1976
XV. PAST REGULATORY OH ENFORCEMENT ACTIONS
Closed by State Court action in December 1979.
NOTE: Based oa the information in Sections III through XV, Ell out the Tentative Disposition (Section II) informationon the Hist page of this form.
E»A fm*m T3Q70-3 (10-7«) PACE 10 OP 10
\QilQ
TDD No, F3-8202-04C EPA No. DH-17
LANDFILLS SITE INSPECTION REPORT(Supplemental Report)
'"fejf"*
IWiTRUCTlOWAnswer «ntf £>pl*in
£"CE OF SITE IN$TABILfTYf£r»-i*n, ifiilmg, Jink /**'••, miej
Sink holes were observed in nlt-drnm arpaOr IMPROPER DISPOSAL OF BULK LIQUIDS. SCMt'SOLlDS AND SLUDGES INTO THE LANDFILL
I"") WO
3. CHCCK RECORDS OF CELL LOCATION AND CPWT£MTS AND BENCHMARK
BY SOR*£NT MATERIAL
i. OIVCRJIOW JTRUCTURE5 ARE CFFECTfVELY COMSTRUCTCO AND PROPERLY MAINTAINED
Cl "". EVIDENCE OF PONDING OF WATER ON SITE
7. f V'OrwCC OF IMPROPER/INADCOUATE DRAINING
fe/vtt Q>*o^ NO drainage system.B. ADEOUATC LEACKrATE COL LCCTTO^K SYSTEM f/f "Vm»", ipmelty Tyf>»)
* No leachate collection system.••. SURFACE LEACXATC SPRfMC
». RSCOROl OF I.EACNATC ANALYSIS
MONITORING
II. CHOUNDWATER MONITORING WELLS
2j rt» CD ~*^ AS 71 f • £lA L i fM B«A"N~erLiTN g S IN ST A Li. £ O
Qves7 j. SPECIFIC CONTAINMENT MEASURES fCJ*r Saf/om. Sldm*,»te)
f~~? T«.» Jf MO
*. FIXATION (-SiAb/J alJonJ OF WASTE
15. ADEQUATE CLOSURE OF INACTIVE PORTION OF FACILITY
O v" OP MO
Clayey loam.
It*. THICKNESS
Varies and unknown.
f l*b. PERMEABILITY
Estimated permeability 50-75 ft./day of fine to coarse sand in .Columbia Formation.
T*e. DAILY APPLICATION
CD v« £5u M0
,1TPA F«i»iT207£K31 (10-7?)
" -4"s' v-.\ ib < s <,' " / " : " •'•'"
SECTION 4
\_
If!Oil 09
•fTMtJ
*£W.urt
l/Ttf
— tie
IIno
10
4*6
O-ll
—— 'J.tNS/J
U.4-
fi.Mwa/J 3..
t-4. 1 —— 1 13.4! &V
no
M-LUTO
.££&_ARE: AiTOor a>
umtf
•i———F
AfiiOOi12
' All, PUTTS Age Ift f*£/U (fH3 EXgER Vim I__________I._,_______I. .\ li.Ef4
&5-
RH100113
1 UEMUKVttKKEk..
-r c.
t \v_
«L
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Cb
CAM*)
4A4
tf.JJl
ctacO.VL
4-0-VI
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<r£6 Ift
tO
10
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ECOLOGY AND ENVIRONMENT, INC.TOXICOLOGICAL ASSESSMENT
SITE: DELAWARE SAND AND GRAVELTDD NO.: F3-8202-04C
EPA NO.: DE-17DATE: AUGUST 23, 1982
Based on review of Background Information, Site Observations and LaboratoryAnalytical Data, the following conclusions are indicated:
| ] There is no indication of an imminent or severe adverse toxicologicalimpact to public health or the environment.
There are possible indicationCs) of potential adverse toxicological and/or environmental impact. A more comprehensive Site Investigation andSampling Program is reconmended.
A review of the information presented herein is sufficient to indicate apotential adverse impact on human health and/or the environment. AToxicological Impact Assessment is included, as follows:
Analyses of. on-site monitoring well and split—spoon cutting samplesindicates substantial contamination of the underlying groundwater and soil (seeSample Data Summary). The known carcinogenic compound benzene (up to 180ug/1), and the suspect carcinogens trichloroethylene (up to 27 ug/1), anddichloroethylene (up to 1,500 ug/1) were detected in the monitoring wellsamples. In addition to other compounds of toxicological concern, lead (up to320 ug/1), mercury (up to 1 ug/1), and the potentially carcinogenic metalscadmium (up to 10 ug/1) and arsenic (up to 120 ug/1) were identified in theaqueous samples taken from monitoring wells. The affected Columbia and UpperPotomac Formations are the major source aquifers for potable supply.Presently, no wells near the site are used as drinking water sources. Fordetails of groundwater condition refer to the text and hydrogeological reportsF3-8108-11B and F3-8108-16B. Consumption of the contaminated groundwaterrepresents a significant risk~"to "human health.
rjX\Kenneth G. Synmyt-, Ph.D., Toxicologist
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R.RIOOI73
U.S. ENVIRONMENT* ^OTECTION AGENCY
*~~ • •*• I i~*l'Sl VUi ' P ^ A 4. MAILING DATEPART I - ASSISTANCE NOTIFICATION INFORMATION """
1. ASSISTANCE ID NO.T 03299-O.L-O
2. LOG NUMBER* /Three-V- *
». AGREEMENT TYPE
Coopwitiv* Agr*«m«nt XX6. PAYMENT METHOD
CD Advanc* Q FUimburMm.m 59 Lartar of Cradlt 68-13-031**Grant Agrawnam Sand Paymtnt RaquastTo:Assistance Amendment
7. TYPE OP ACTIONNew
8. RECIPIENTDelaware Department of Natural Resourcesand Environmental ControlP. 0. Box lUOl, 89 Kings HighwayDover, Delaware 19903
51-6002T9 Statewide1^oN<G*Ri3sTQNALlD> iSfsTct*"
9. PAYEEDelaware Department of Natural Resourcesand Environmental ControlP. 0. Box 11*01, 89 Kings HighwayDover, Delaware 19903
10. RECIPIENT TYPEState
11. PROJECT MANAGER AND TELEPHONE NO.
Robert J. Touhey302/736-U76U
12. CONSULTANT (WWTConstruction Grant* Only)
n/a
13. ISSUING OFFICE (City/Statt)
Philadelphia, PA
14. EPA PROJECT/STATE OFFICER AND TELEPHONE NO.
Dominic DiGiulio215/597-2193
IS. EPA CONGRESSIONAL LIAISON & TEL. NO.Patricia Gaskins 202/382-51814
16. STATE APPL ID (Clearinghouse)
SAI 8U-02-2l*-0217. FIELD OF SCIENCE
n/a18. PROJECT STEP fWHTCG
Only) n/a
19. STATUTORY AUTHORITY
F.L. 96-510
20. REGULATORY AUTHORITY
1*1 CFR Part 30
21. STEP 2 + 3 * STEP 3 (VWT Construction Only)«. Tra-tmam Lava!b. Project Typ«
e. Traatmant Proemd. Sludg* Design
n/an/an/an/a
22. PROJECT TITLE AND DESCRIPTION
Implementation of the remedial investigation and feasibility study for theDelaware Sand and Gravel hazardous waste site under the Comprehensive EnvironmentalResponse, Compensation and Liability Act of 1980 (CERCLA)
23. PROJECT LO CATION (Ana Impacted by Project)City/Ptec*
New CastleCountyNew Castle
Stat*DE
Congressional DinrietStatewide
24. ASSISTANCE PROGRAMfCFDA Program No. A Tttt*)25. PROJECT PERIOD
Superfund 66.802 6/15/81* - 6/1V8526. BUDGET PERIOD6/15/8U - 6/14/85
27. COMMUNITY POPU LATION (WWT CGOnly) n/a
28. TOTAL BUDGET PERIOD COST 29. TOTAL PROJECT PERIOD COST
$373,51 $373»5lHFUNDS FORMER AWARD THIS ACTION AMENDED TOTAL
30. EPA Amount This Action $373,51*31. EPA In-Kind Amount32. Unexpended Prior Year a*Jence33. Oth«r Federal Funds34. Recipient Contribution35. Stst* Contribution36. Local Contribution37. Othar Contribution38. Allowabi* Protect Con
Program Elwnant
TFAY9A
F-Y Appropriation
68/20X811*5
Doc. Control No.
E2D057
Account Number
l;TFA722Ll*5
Ob|act Claao
1*1.83
ObtigBtion/OvoOlig. Amount
EPA Form 5700-20A {Rev. 5-821 ReolKM previoui edittonf and EPA Forms 5700-1 A, B, C, and 0, HI of which ar« obsol«w.
Wt"H .N .
* jf TA9UE A - *gjECT CUASS CATEGORY, jr f -con-fruenonj
jf. PERSONNEL2. FRINGE BENEFITS3. TRAVEL4. EQUIPMENT
3. SUPPLIESa. CONTRACTUAL (personal services)7. CONSTRUCTION
I. OTHER
5. TOTAL DIRECT CHARGEStO. INDIRECT COSTS: HATE ~. BASE
11 TOTAl fOTW *— ' firnf ° r **rf.«i 100 V)
li TOTAL APPROVED ASSISTANCE AMOUNT
TASL.E m - PROGRAM ELEMENT CLASSIFICATIONCiVon— construction)
1.2.3.4.
S.C.
7.
1.
»•.)Q.It.
12. TOTAL fSh»r»: Rtcfpf»af*— — — %, Fffrf*M/ %}
U. TOTAL APPROVED ASSISTANCE AMOUNT
TABUE C - PROGRAM ELEMENT CLASSIFICATIONfCantrrucrion)
1» ADMINISTRATION EXPENSE2. PRELIMINARY EXPENSE3* LAND STRUCTURES. RIGHT-OF-WAYa. ARCHITECTURAL ENGINEERING BASIC r£ESSt OTHER ARCHITECTURAL ENGINEERING FEESC. PROJECT INSPECTION FEES
7. LAND DEVELOPMENT
t. RELOCATION EXPENSES9. RELOCATION PAYMENTS TO INDIVIDUALS AND 3USINESS2510. DEMOLITION AND REMOVAL11. CONSTRUCTION AND PROJECT IMPROVEMENT
12. EQUIPMENT13. MISCELLANEOUSU. TOTAL (Lln«» 1 fhru 13)IS. ESTIMATED INCOME fit tpptlcmbtm)
U. NET PROJECT AMOUNT (Ltn» 14 mtavm 13)17. LEW: INELIGIBLE EXCLUSIONStl. ADD: CONTINGENCIES
1»* TOTAL (Shirm; Rtcipf»n(| ———— 5i. Fed»r«/ ————— %J
2Q.;TOTAL APPROVED ASSISTANCE AMOUNT <
TOTAL APPROVED ALLOWABLEBUDGET PERIOD COST
0
01.000
& 550 ^
,500 W62.U6
00
m.5iUn
$373, 51»*
5 373,51
n/a
^
$
n/a
W300I76 ^^
/
I? \ ?«n- 57QO-20A (H
PART IIUAWARD CONDITIONS
CONDITIONS'
The recipient'covenants and agrees that'll will expeditiously initiate and timely complete the project work forwhich assistance has been awarded under this agreement, in accordance with all applicable provisions of 40 CFRChapter I, Sufapart 3. The recipient warrants, represents, and agrees that it, and its contractors, subcontractors,employees and representatives, will comply with: (1) all applicable provisions of 40 CFR Chapter I, Subchapter BINCLUDING BUT NOT LIMITED TO the provisions of Appendix A to 40 CFP Part 30, and (2) any specialconditions set forth! in this assistance agreement or any assistance amendment pursuant to 40 CFR 30.425.
b. JPECIAL CONDITIONS:(For cooperative agreements include identification or summarization of EPA responsibilities that reflect orcontribute to substantial involvement.)
1. EPA awards this cooperative agreement in accordance with the Federal Grant andCooperative Agreement Act of 1977. This agreement is subject to all applicableEPA assistance regulations.
2. The recipient agrees to submit quarterly progress reports to the EPA ProjectOfficer. These reports shall cover expenditures to date and expendituressince the previous report, estimates of work completed (as a percentage ofthe total work to be done on that activity) with a description of the basisfor the estimates, estimated variance (cost and time) expected at projectcompletion based on current project status, as well as an itemization ofexpenditures by cost category.
3- The recipient agrees to submit to Mr. Francis R. Snock, Chief, Grants ManagementSection, a completed EPA Form 6005-1 within 15 days after the end of each Federalfiscal quarter during which the recipient or its contractors award any subagreementsto minority or women's businesses.
J*. The recipient agrees to the following conditions in accepting this cooperativeagreement for the letter of credit method of financing:
a. Cash drawdowns will occur only when needed for disbursements.
b. Timely reporting of cash disbursements and balances will be providedas required by the EPA Letter of Credit Users Manual.
c. The same standards of timing and reporting will be imposed on secondaryrecipients, if any.
d. When a drawdown under the letter of credit occurs, the recipient willshow on the back of the voucher (Form TFS-5 01) the Cooperative Agreementnumber, the appropriate EPA account number, and the drawdown amount applicableto each activity account (see attached "Instructions for Using the SuperfundAccount Number Under Cooperative Agreements"). The eighth digit of the accountnumber (see item 39 » page 1 of the Cooperative Agreement) is the code to theappropriate activity assignment:
L - Remedial Planning, consisting of the following subactivities:
- Remedial Investigation/Feasibility Study- Remedial Design .
R - Remedial Implementation, consisting of the following subactivities:j- Remedial Action- Operation and Maintenance _ —
I - Initial Remedial Measure fl B 3 0 0 t I J.I . [continued]€PA Fomt 5700-20A (R«-. 5-79) PAGE 3 OF 4
U ., (continued) ^
e. When funds for a specific activity have been exhausted but the work underthe activity has not been completed, the recipient may not drawdown fromanother activity or site account without written permission from the EPAProject-Officer and Award Official.
f. Funds remaining in an account after completion of an activity may eitherbe returned to the EPA or adjusted to another activity or site at EPATsdiscretion.
g. When a subactivity is completed, the recipient will submit a FinancialStatus Report (Standard Form 269) within 90 days to Mr. Francis B. Snock,Chief, Grants Management Section. . ._ _ _ _ _ _
Failure on the part of the recipient to comply with the above conditions maycause the unobligated portions of the letter of credit to be revoked and thefinancing method changed to a reimbursable basis.
Federal funds will be released to the recipient utilizing the letter ofcredit payment method. The entire amount awarded will be released uponreceipt by EPA of the signed Assistance Agreement.
5, The recipient agrees to submit a detailed estimate of personnel costs toEPA prior to the commencement of site activities,
6, The recipient agrees to submit a site-specific Quality Assurance Plan forEPA approval prior to commencement of any field activities such as samplinand well drilling. The recipient, with EPA's assistance, will incorporateEPA's current Quality Assurance Requirements in the plan.
f l R I O O f 7 8
ASSISTANCE IDENTIFICATION MO. Yv X-SONOITION3 (Continued)
PART fvNOTE: The Agreement must be completed in duplicate and the Original returned to the Grants Administration
Division for Headquarters awards and to the appropriate Grants Administrations Office for State and localawards within 3 calendar weeks after receipt or within any extension of time as may be granted by EPA.
Receipt of a written refusal or failure to return the properly executed document within the prescribed time, mayresult in the withdrawal of the offer by the Agency. • Any change to the Agreement by the recipient subsequentto the document being signed by the EPA Award Official which the Award Official determines to materiallyalter the Agreement shall void the Agreement. •
OFPER AND ACCEPTANCE
The United States of America, actine by and through the U.S. Environmental Protection Agency (EPA), hereby offersassi5.rance/«»Sffi6i to the Delaware Department of Natural Resources and Environmental Control
-A <, < 4-ff•ftw 1 nn g of all approved costs incurred up to and not exceeding S ->'-3»2-L^*»SI»T ANC
for the support of approved budget period effort described in application (including all application modifications)Remedial Investigation & Feasibility Study/Delaware Sand & Gravel inciu(_ed herein by reierence.
ISSUING OFFICE (Gfmntt Administration Office)ORGANIZATION/ ADDRESSGrants Management Section (3PM32)U. S. EPA, Region IIICurtis Building, 6th and Walnut StreetsPhiladelphia, Pennsylvania 19106^^ ^ THE UNITe^STAT^SQNA-y e. UI-fMA.flQX.>5XrCIAi/ ^X»,— :>X -CJ~*» -~i/' £-£-1?y+*~* **
AWARD APPROVAL OFFICEORGANIZATION/ ADDRESSRegional Administrator (3RAOO)U. S, EPA, Region IIICurtis Building, 6th and Walnut StreetsPhiladelphia, Pennsylvania 19106
OP AMERICA 9Y THE U.S. ENVIRONMENTAL PROTECTION AGENCYTYPED NAME AND TITLEThomas P. Eichler, Regional Administrator 03TON 2$ 1934
This Agreement is subject to applicable U.S. Environmental Protection Agency statutory provisions and assistanceregulations. In accepting this award or amendment and any payments made pursuant thereto, (1) the undersignedrepresents that he is duly authorized to act on behalf of the recipient organization, and (2, the recipient agrees(a) that the award is subject to the applicable provisions of 40 CFR Chapter I, Subchapter B and of the provisionsof this agreement (Parts I thru IV), and (b) that acceptance of any payments constitutes an agreement by the payeethat the amounts, if any found by EPA to have been overpaid will be refunded or credited in full to EPA.
BY AND ON BEHALF OP THE DESIGNATED RECIPIENT Olftj&ffiHdcM /NAME AND TITLE - - - - - - ' JOATEE. Wilson, III 16 July 84
57QO-20A (R«». 8-79) PAGE 4 OF
4 R i 0 0 i 7 9
UNITED STATES ENVIRONMENTAL PROTECTION AGENCREGION III
6TH AND WALNUT STREETSPHILADELPHIA, PENNSYLVANIA 191
JUL Z 19&4
!M!BJUL 51984
l 1_ DNRECSECRETARY'S OFFICE
CERTIFIED MAIL
Re: V-003299-01Delaware Department of NaturalResources and Environmental Control
Honorable John E. Wilson, III, SecretaryDepartment of Natural Resources andEnvironmental Control89 Kings HighwayP.O. Box 1401Dover, Delaware 19901
Dear Mr.
I am pleased to inform you that I have approved your applicationand an award of $373,514 under the Comprehensive Environmental Response,Compensation and Liability Act of 1980. This award Is for the implemen-tation of the remedial investigation and feasibility study for theDelaware Sand and Gravel hazardous waste site.
This award is made subject to the terms and conditions of the enclosedAssistance Agreement. The original copy of the agreement should be signedand returned to Mr. Frank Snock, Chief, Grants Management Section, withintwenty-one days of your receipt. The copy should also be signed andretained for your files.
If any additional assistance is required, please contact your EPAProgram Manager, Mr. Dominic DiGiulio, at 215/597-2193.
Sincerely,
Ichleronal Administrator
Eaclo,ure RECEIVED
JUL 13
WftTER SUPL"
STATI; OF DELAWAHL
————JJUL I 71984 I:
t! !
DNRcCSECRETARY'S OFFICE
DEPARTMENT OF NATURAL RESOURCES& ENVIRONMENTAL CONTROL
aa KiN-is HK.MWAYP O. Box 14O1
OFFICE OF THE DovuH, OELAWAHL 1 99OI TELEPHONE; OO2) 736 * 44O3SECRETARY
July 16, 1984
Mr. Frank SnockChief, Grants Management SectionU.S. Environmental Protection AgencyRegion III6th & Walnut StreetsPhiladelphia, Pennsylvania 19106
Dear Mr. Snock:
Enclosed you will find the signed Assistance Agreement forthe remedial investigation and feasibility study for theDelaware Sand and Gravel hazardous waste site.
We are looking forward to the opportunity to participate inthe C.E.R.C.L.A. program as a state lead management action.Thank you for the attention you've given this matter.
Should you require any further assistance, please contactMs. Marilyn Plitnik of our Water Supply Branch at (302)736-5739.
Sincerely,
bhn .t. Wilson, IIISecretary
JEW/MAP/ks
Enclosure
cc: Marilyn A. PlitnikThomas P. Eichler
u.S. ENVIRONMENTAL PROTECTION AGENCYASSISTANCE AMENDMENT
(Optional)(Please read instructions on reverse)
^ tand Document*ASSISTANCE I.D. NO./-003299-01AMENDMENT NO.
> A
GENERAL INFORMATIONAPPROPRIATION AND ACCOUNTING DATA
APPROPRIATION NUMBER
68-20X8145ACCOUNT NUMBER
5TFA03RL45OBJECT CLASS CODE
41.85 DCN: V85m4
NOTEi The original Amendment with one copy must be executed and returned to the Grants Administration Division for Headquartersassistance awards and to the Grants Administration Branches for State and local, assistance awards within 3 weeks after receiptor within any extension of time as may be granted in writing by EPA. Except as may be otherwise provided, no costs as a result ofthe Amendment may be incurred prior to the execution of the Assistance Amendment by the parties thereto.
Receipt of a written refusal, or failure to receive the properly executed document within the prescribed time will result in the ter-mination of consideration of the Assistance Amendment by EPA.
DESCRIPTION OF AMENDMENT. PURSUANT TO EPA ASSISTANCE REGULATION 40 CFR 30.900 "PROJECT CHANGES AND ASSISTANCE MODIF-ICATIONS" AND <0 CFR 30.900-1 "FORMAL ASSISTANCE AMENDMENTS," THE ABOVE NUMBERED ASSISTANCE AGREEMENT IS AMENDED ASFOLLOWS,
A. The EPA Award amount is hereby increased by $385,527, from $373,514 to $759,041,utilizing FY-85 funds. This amendment is for the remedial investigation andfeasibility study at Delaware Sand and Gravel hazardous waste site.
B. The approved allowable budget categories are as follows:
Personnel $ 17,940Fringe Benefits 3,947Travel 1,000Equipment 6,550Supplies - 3,500Contractual ,. 722,598Construction . - . r 0Other 0Total Direct Charges f-755,535Indirect Charges 3,506
Txital (Share: Recipient 0 Federal 100%) $759,041
Total Approved Assistance Amount $759,041
AWARD APPROVAL OFFICEORGANIZATION
Regional Administrator (3RADO)ADDRESS
U. S. EPA, Region III841 Chestnut BuildingPhiladelphia, Pennsylvania 19107
ISSUING OFFICEORGANIZATION
Grants Management Section (3PM32)ADDRESSU. S. EPA, Region III841 Chestnut BuildingPhiladelphia, Pennsylvania 19107
RECIPIENT ORGANIZATIONNAMEDelaware Department of Natural Resourcesand Environmental Control
ADDRESSP. 0. Box 140189 Kings HighwayDover, Delaware 19903
Except1 as provided herein all terms and conditions of the basic assistance agreement, including prior amendments, remain unchangedand in fall force and effect and subject tj> all applicable provisions of 40 CFR Chapter j, Subpart B.
\ '"/fl>*E UNITED/TATES OFSIGNATURT^OJF AWARD jrtJ#CIAL . J/ /
AMERICA BY THE U.S. ENVIRONMENTAL PROTECTION AGENCY Jfe,TYPED NAME AND TITLE
James M. Seif, Regional Administrator/L*~~t * * ' ' BV'AND of*"%EHALF OF THE DESIGNATED RECIPIENT ORGANIZATION
siaNATy " / ^ xg - TYPED NAME AND TITWE^ -. .John E. WilsonQl I Qff ffJP
DATE ^^
SEP f 7 1985
tfctiober 15, 1985
EPA FAffn 5700-208 (Rev. lt-75) AD I f>£kv|joQS'BDITION IS OBSOLETE. . _^/^ H l\ I U u f Oc ' Page 1 of 2
V-003299-01-2i-.
C. The approved allowable budget period cost of $759,041 includes:
1. Non-Federal -funds of $-0-2. Federal FY-84 funds of $373,514 previously awarded3. Federal FY-85 funds of $385,527 being awarded by this amendment.
D. The Assistance Agreement is hereby amended by adding the following specialcondition:
8. A provisional indirect cost rate of 19.54% has been budgeted in thisAssistance Agreement, but is subject to a renegotiated rate by thecognizant Federal agency or at final audit.
All other terms and conditions remain unchanged.
ftR300i83
Page 2 of 2
AMENDMENT NUMBER 1TO
CONTRACT FOR PERSONAL SERVICESCONTRACT NUMBER CERCLA 85-1
DATED OCTOBER 25, 1984
The above referenced contract between the Delaware Department of Natural Resourcesand Environmental Control and Dunn Geoscience Inc. is amended as follows:
By deleting Paragraph 6, Effective Date and Time of Performance, thereof inits entirety and insert in lieu thereof the following:
6. Effective Date and Time of Performance.
The services of the CONTRACTOR are to commence as soon aspracticable after the execution of this Contract and shall beundertaken and completed in such sequence as to assure theirexpeditious completion in the light of the purposes of this Con-tract, but in any event all of the services required hereundershall be completed no later than August 30, 1985, unless extendedby Formal Amendment to this Contract. Final reports shall bedelivered on the completion date specified above. The Contractoragrees to pay the Department liquadated damages in the amount offifty dollars for each day the final report is late, which amountmay be withheld by the Department from any final payment.
IN WITNESS WHEREOF, the Department and the Contractor have executed thisto be effective as of the 8th day of November 1984.
DEPARTMENT OF NATURAL RESOURCES ANDENVIRONMENTAL CONTROL
BY:
DUNN GEOCIENCE INC
• * **—— 7*-. > ^ * «ATTEST:
S'U
AMENDMENT NUMBER 2TO
CONTRACT FOR PERSONAL SERVICESCONTRACT NUMBER CERCLA 85-1
DATED OCTOBER 25, 1984
The above referenced contract between the Department of Natural Resources andEnvironmental Control and Dunn Geoscience, Inc. is hereby amended as follows:
A. By amending paragraph 7a. by deleting the amount "Two Hundred Eighty-seven ThousandSeven Hundred Twenty-six Dollars ($287,726)" and inserting in lieu thereof theamount of "Two Hundred Ninety-two Thousand One Hundred Sixty-one Dollars($292,161)".
B. By amending paragraph 8a. by deleting the amount "$258,953" and inserting in lieuthereof the amount of "$262,945".
C. By amending paragraph 8b. by deleting the amount "$28,773" and inserting in lieuthereof the amount of "$29,216".
D. By amending Task 8 of Attachment A, Scope of Services, by adding the following tothe end thereof: "A location map shall be prepared which encompasses both theDelaware Sand and Gravel and Army Creek landfills. Major roads, railways, streams,and landmarks shall be shown on the location map. Monitoring wells and public andindustrial water supply wells shall also be shown on the location map. Thelocation map shall be prepared by tracing an enlargement of an existing map oraerial photograph".
E. By deleting Task 8 of Attachment B in its entirety and substituting in lieu thereofthe following:
Task 8_ Prepare Topographic and Location Maps
A topographic map and a location map shall be prepared for the Delaware Sandand Gravel remedial investigation and feasibility study. The topographic map shallbe site specific, encompassing the site and a small area immediately surroundingthe site. The location map shall encompass both the Delaware Sand and Gravel andthe Army Creek landfills. Major roads, railways, streams, and landmarks shall beplotted on the location map. Monitoring wells and public and industrial watersupply wells shall also be plotted on the location map.
The topographic map shall be prepared in accordance with Attachment A of thiscontract. The location map shall be prepared by tracing an enlargement of anexisting map or aerial photo. A reproducible mylar copy of both of these mapsshall be delivered to the Department upon task completion.
AR300 i 85
Contract No. CERCLA 85-1, Amendment 2
IN WITNESS WHEREOF, The Department and the Contractor have executed this Amendmercto be effective as of the 15th day of January 1985.
Attest:
DEPARTMENT OF NATURAL RESOURCESAND ENVIRONMENTAL CONTROL
By:
AttestDUNN GEOSC59NCE, INC,
By:
R DA n
AMENDMENT NUMBER 3TO
CONTRACT FOR PERSONNEL SERVICESCONTRACT NUMBER CERCLA 85-1
DATED OCTOBER 25, 1984
The above referenced contract between the Delaware Department of NaturalResources and Environmental Control and Dunn Geoscience, Inc. is amendedas follows:
By amending paragraph 6 thereof by deleting the date "August 30, 1985"and inserting in lieu thereof the date "October 30, 1985". All otherprovisions of paragraph 6 shall remain in force and are not affectedby this amendment.
IN WITNESS WHEREOF, the CONTRACTEE and the CONTRACTOR have executed thisamendment to be effective as of the 30th day of August, 1985,
DEPARTMENT OF NATURAL RESOURCESAND ENVIRONMENTAL CONTROL
BY:
DUNN GEOSCIENCE, INC.
AR300187
AMENDMENT NUMBER 4TO
CONTRACT FOR PERSONAL SERVICESCONTRACT NUMBER CERCLA 85-1
DATED OCTOBER 25, 1984
WHEREAS, the remedial investigation undertaken by the contractor pursuant to thiscontract has revealed the need to collect much more information than originallyanticipated in order to characterize the nature and extent of contamination of theDelaware Sand and Gravel landfill and assess the possible effects on human health andthe environment.
WHEREAS, another amendment to the original contract was necessary to incorporatethe extensive additional work required.
WHEREAS, Attachments A and B to this amendment have been amended to reflect newand additional work not covered by Attachments A and B to the original contract.
Now therefore by mutual assent of the parties, the above referenced contract aspreviously amended is further amended as follows:
By adding to line 2, page 1, after the words "Dunn Geoscience Corporation" thefollowing: ", a New York corporation licensed to do business in Delaware".
By adding the following to the end of paragraph 1, Employment of Contractor; "andgrant number V-OQ3299-01-2.".
By deleting the following words from paragraph 3, Scope of Services^"Attachments A and B" and inserting in lieu thereof: "Amended Attachments A and B".
By amending paragraph 6, Effective Date and Time of Performance; to change thecompletion date from "October 30, 1985" to "November 30, 1986".
By deleting from paragraph 7, Total Cost and Compensation, the following: "TwoHundred Ninety-two Thousand One Hundred Sixty-one Dollars ($292,161)" and inserting Inlieu thereof "Five Hundred Forty-two Thousand One Hundred and Five Dollars ($542,105).
By amending paragraph 8 a. by deleting the amount "$262,945" and Inserting inlieu thereof the amount of "$487,895" and by adding the word "Amended" beforeAttachments A and B*
By amending paragraph 8 b. by deleting the amount "$29,216" and inserting In lieuthereof "$54,210".
By adding m new paragraph as follows:
"23. Prohibition of Contingent Fees. The CONTRACTOR swears it hasnot employed or retained any company or person, other than a bona fideemployee working primarily for the CONTRACTOR, to solicit or secure thisagreement, and that it has not paid or agreed to pay any person, company,corporation, individual or firm, other than a bona fide employee workingprimarily for the CONTRACTOR, any fee, commission, percentage, gift or anyother consideration, contingent upon or resulting from the award or makingof this agreement. For breach or violation of this section, the DEPARlttlBtfl
J.RIQ0188
shall have the right to terminate the contract without liability and, atits discretion, to deduct from the contract price, or otherwise recover,the full amount of such fee, commission, percentage, gift, or considera-tion."
By adding a new paragraph as follows:
"24. Notwithstanding other terms and conditions of this contract, itis understood and agreed that the total cost and compensation hereundershall not exceed the funds made available to the State of Delaware by U. S.Environmental Protection Agency for this project."
By deleting "Attachment A" and "Attachment B" in their entirety and substitutingin lieu thereof "Amended Attachment A" and "Amended Attachment B" in their entirety.
All terms and conditions of Contract Number CERCLA 85-1 not heretofore or herebyamended shall remain In full force and effect.
IN WITNESS WHEREOF, the Department of Natural Resources and Environmental Controland the Contractor have executed this Amendment to be effective as of the 1st day ofJanuary 1986, provided that a valid executed purchase order has been approved by theSecretary of Finance.
DEPARTMENT OF NATURAL RESOURCESAND ENVIRONMENTAL CONTROL
DUNN GEOSCIENCE INC.
BY;
ATTEST:
AR30Q189
Technical Progress Report
Delaware Sand and Gravel Landfill
RI/FS
November 1934
During the month of November, 1984, work has been performed on 10 of the tasksdefined in the Department scope of work In contract Mo. CERCLA 85-1. Initialactions have been taken to schedule work activities, collect literature,define the Health and Safety and Quality Assurance protocols, set up the formsfor reporting to the State, and to set up data files on computers. Thespecific tasks addressed during November include tasks 2, 3, 4f 5, 8, 9, 11,15, 17 and 24. Details describing the work performed per task are providedbelow:
Task 2 - Health and Safety Plan
The State of Delaware Health and Safety Plan for RCRA remedial actions wasreviewed. The State plan, with minor additions, was considered adequate byDunn Geoscience. The additions to the State plan were detailed in an addendumwhich was delivered to the Department on Monday, November 19, 1984. TheDepartment and EPA Region 3 reviewed the plan during the week of November19th. Verbal approval of the Delaware Sand and Gravel Health and Safety Planfor the Dunn Geoscience RI/FS activities was provided by Steve Young onMonday, November 26, 1984. Written notification of the approval has not beenreceived as of November 30, 1984.
Sixty-nine percent (69$) of this task has been completed as of November 30,1984. Review of the safety plan by Dunn personnel and written approval fromthe State are anticipated. This task will be completed in December.
Task 3 - Quality Assurance Plan
The State of Delaware Quality Assurance (QA) Plan was reviewed during the weekof November 19, 1984. The State QA Plan, with some changes, was deemedadequate by Dunn Geoscience. The changes to the State plan were detailed inan addendum prepared by Dunn Geoscience. This addendum was Federal Expressedto Steve Young on Monday, November 26, 1984. This modified plan is beingreviewed by the Department and EPA Region 3.' Comments on the modified QA planare anticipated before Tuesday, December 11, 1984.
Eighty-five percent of this task has been completed as of November 30, 1984.This QA plan must be reviewed by the State Laboratory personnel and anyDepartment modifications must be incorporated. This task should be completedin December.
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Task 4 - Collect and Evaluate Existing Data
This task was begun the week after the contract between the Department andDunn was signed (November 12 - 16). All in-house information was collectedand reviewed. Appointments were scheduled to review Department files andDelaware Geological Survey (DGS) files during the week of November 19 through21 (Thanksgiving week)* W.J." Miller and P.W. Hare reviewed the Departmentfiles on November 19 and 21 and DGS files on November 21. Much informationwas collected. All the literature and data collected are being compiled(during the week of November 26 - 30, and ongoing). An appointment wasscheduled with Dom DeGulglio, EPA Region 3, to peruse EPA files on Tuesday,December 4, 1984.
A reference list of all reports and key memos and letters has been and willcontinue to be prepared by Dunn Geoscience. This reference list is attachedfor Department and EPA review. It Is anticipated that any key referencesmissing from the Dunn Geoscience reference list will be identified by theDepartment or EPA.
In the compilation of existing data, It was apparent that water level andpurapage data are readily available for the years prior to 1980. The mostrecent water level and pumpage data are not readily available In the reportsand files Dunn Geoscience personnel (Miller and Hare) reviewed. Water-qualitydata prior to 1980 is available on a scattered basis. Summaries andcontinuous-time plots (1973 to present) of water quality are not available inthe reports and files Dunn Geoscience personnel reviewed. Much, if not all,of this information was collected specifically for the Array Creek Landfillstudies. These data are necessary to completely evaluate the Delaware Sandand Gravel Landfill. Much of the data Dunn Geoscience requires should bereadily available from New Castle County (NCC) or Roy F. Weston, Since thedata are probably on computer files, It would be preferable to obtain amagnetic tape of all the Army Creek water levels, pumpages, and water quality.In a verbal conversation with Steve Young, W.J.' Miller requested theDepartment obtain the Army Creek data from NCC or Weston, or to allow Dunnpersonnel to contact the County directly. As of November 30, 1984, Dunn hasnot obtained Army Creek data from the NCC or Weston, nor has permission beengranted to directly contact NCC.
Data concerning 1980 to present pumpages, water levels, and water quality forArtesian and Amoco wells should be available from the Department. However,this information was not In the Department's Army creek or Delaware Sand andGravel Superfund files.
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It is anticipated that more data will be collected. All data will besummarized and plotted (either contour plots or x-y plots). Trends concerningwater quality and water levels will be evaluated statistically. Thirty-sevenpercent (37$) of this task has been completed as of November 30, 1984.
This task is running behind the CPM scheduled data of completion, it shouldbe completed in December. The delay in this task delays Task 15, the model.Information is required from New Castle County. Permission for Dunn tocontact the County directly is being considered by the Department.
Task 5 - Site Survey and Surface Geophysics
The preliminary site survey was scheduled for Monday, December 3, 1984.' TheDunn Geoscience personnel available to attend the meeting are;
William E. Cutcliffe, CPG Project DirectorWilliam J.' Miller III RI Project ManagerPaul W. Hare On-Slte GeologistJames P. Behan, P.E. FS Project ManagerSander I. Bonvell Project ChemistWilliam J. Hall Engineering Geologist
It is anticipated that Department and EPA Region personnel will be present atthe site survey. The site will be Inspected and potential monitoring sitesselected.
The surface geophysics has been scheduled for the week of December 17, 1984.
Two percent (2J) of this task has been completed as of November 30, 1984.
This task was scheduled earlier than as described on the Project CPM chart.This speed-up in the schedule is to avoid performing geophysics duringChristmas week. Task 5 should be completed one week ahead of the CPMscheduled date of completion.
Task 8 - Topographic Mapping
v
Less than one percent (U) of this task has been completed as of November 30,-1984. This task is on schedule and should be completed in January.
DUNN GEOSCIENCE CORPORATION
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Task 9 - Mobilize Field Equipment
Arrangements were made to have a construction/office trailer delivered to thesite on Wednesday, December 5, 1984. The trailer is being leased from HaleTrailer and Truck Equipment of Marlton, New Jersey.
Disposable safety equipment was obtained for the site visit and for subsequentwork at the site. This equipment includes disposable coveralls, gloves, papertowels, and boots. This equipment will be billed on a usage basis.
Nine percent (9$) of this task has been completed as of November 30, 1984.
This task is being performed in accordance with the CPM schedule.
Task 11 - Ground Survey
The ground survey of the grid and baseline has been scheduled for the week ofDecember 10, 1984. The grid pattern, intended for easy identification of soilsampling and other monitoring locations, will also be used during the surfacegeophysics. Richardson personnel will set up the grid and baseline.
Less than one percent (1J) of this task has been completed as of November 30,1984.
The grid and baseline survey has been moved up in the project schedule toaccomodate the geophysical survey. The grid and baseline should be completedduring the week of December 1?th. The elevations and location surveys formonitoring points will be performed after Task 10.
Task 15 - Model Preparation
The USGS report describing the Martin Quasi-3D model has been reviewed. Theinput data for the'Miller 20 flow model has been put on the Dunn Geosciencecomputer and is currently being modified. Data from 1978 to the present mustbe made available to Dunn before the Miller model can be completely updated.
Anticipated actions include updating the Miller flow model to match presentdata and using input data from the updated Miller 2D flow model in thedevelopment of the transport model.
This task is slightly behind schedule because of the lack of readily availablepumpages, water levels, and water-quality data from 1978 to the present. Thisinformation should be available from the County or Weston.
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Task 17 - Progress Reports and Meetings
This document is the first progress report for contract No. CERCLA 85-1. Thisreport details work and expenditures for the month of November, 1984.
Less than one percent (1%) of this task has been completed as of November 30,1984.
This task is on schedule.
Task 24 - Final Report
Map preparation was started for use during the project. The maps that will beprepared will be used in the final report to highlight special features andsampling points.
Two percent (2J) of this task has been completed as of November 30, 1984.
This task Is ahead of schedule. Maps and figures for early reporting arebeing prepared. i
001 9t*DUNN GEOSCIENCE CORPORATION
REFERENCES
Adams, J.K,, and Boggess, D.H., 1964, Water-Table, Surface-Drainage, andEngineering Soils Map of the Wilraington Area, Delaware: U.S. GeologicalSurvey, Hydrologic Investigations Atlas HA-79.
Anonymous, ? , Evaluation of Ground Water Availability and Pumping Capacity,Llangollen Area: 4 pages.
Apgar, M.A., 1975, We Can't Afford to Let This Happen Again: DelawareConservationist, Vol. 19, No. 2, pp. 19-21.
Apgar, M.A., and Satterthwait, W.B., 1972, Preliminary Investigation of GroundWater Contamination Associated with the Llangollen Landfill, New CastleCounty, Delaware: Roy F. Weston, Inc., 33 pages.
Avisun Corporation, ? , Report of Ground Water Investigation, Avisun Plant,New Castle, Delaware.
Back, W., 1966, Hydrochemical Facies and Ground-Water Flow Patterns inNorthern Part of Atlantic Coastal Plain: U.S.G.S. Prof. Paper 498-A, 42 p.
Back, W., and Cherry, J.A., 1976, Chemical Aspects of Present and FutureHydrogeologic Problems: Adv. in Groundwater Hydrology, p. 153-172.
Baedecker, M.J., and Apgar, M.A., 1982, Hydrogeochemical Studies at a Landfillin Delaware: Dept. of Natural Resources and Environmental Control, WaterResources Section.
Baedecker, M.J.f and Back, W., 1979, Hydrogeological Process and chemicalReactions at a Landfill: Ground Water, Vol. 17, No. 5, p. 429-437.
Boggess, D.H.', and Coskery, O.J.', 1955, Water Levels and Artesian Pressures inDelaware, 1953: Delaware Geological Survey, Water-Level Report No. 2, 10 p.
Clark, D., 1979, Analysis of Army Creek Landfill Contamination Problem,Newark, Delaware: M.S. Civil Eng. Thesis, Univ. of Delaware, 120 p.
Coskery, 0.J., 1961, Water Levels in Delaware, 1958: Delaware GeologicalSurvey, Water-Level Report No. 7, 17 p.
Coskery, O.J.; 1961, Water Levels in Delaware, 1957: Delaware GeologicalSurvey Water-Level Report No. 6, 22 p.
Coskery, O.J.*, I960, Ground Water Levels in the United States, 1956-57:U.S.G.S. Water Supply Paper 1537, p. 9-15.
Coskery, O.J.', and Boggess, D.H.', 1956, Water Levels and Artesian Pressures inObservation Wells in the United States: U.S.G.S. Water Supply Paper 1321, p.13-22. '
SB300195
Coskery, O.J.', and Boggess, D.H., 1956, Water Levels and Artesian pressures inDelaware, 1959: Delaware Geological Survey, Water-Level Report No. 3, 10 p.
Coskery, O.J.; 1956, Water Levels and Artesian Pressures in Delaware, 1955:Delaware Geological Survey Water-Level Report No. 4, 9 p.
Coskery, O.J., and Rasraussen, W.C., 1958, Water Levels in Delaware, 1956:Delaware Geological Survey, Water-Level Report No. 5, 21 p.
Delaware River Basin Commission, 1982, Special Ground Water Study, BasinwideReport and Executive Summary.
Delaware Interstate Highway Division, 1962, Proposed Second Structure for theDelaware Memorial Bridge, Report on Engineering Studies and Cost Estimates:Howard, Needles, Temmen & Bergendoff, Consulting Engineers, 96 p.
Dept. of Natural Resources and Environmental Control, 1975, Water ResourcesFramework: 56 p.
Dept. of Natural Resources and Environmental Control, Water Supply Branch,1978, Public Water Systems in Delaware: 89 p.
DeWalle, F.B., and Chian, E.S.K.; 1981, Detection of Trace organics in WellWater Near a Solid Waste Landfill: J.' of the Araer. Water Works Assoc., p.206-211.
Ecology and Environment, Inc., 1982, Hydrologic Survey of Army Creek Landfilland Delaware Sand and Gravel Landfill: USEPA Contract No. 68-01-6056.
Ecology and Environment, Inc., 1982, Well Drilling at Delaware Sand and GravelLandfill, New Castle, Delaware: USEPA Contract No. 68-01-6056.
Geraghty & Miller, Inc., 1982, Evaluation of the Recovery-Well System for theLlangollen Landfill, New Castle County, Delaware, a Report to the ArtesianWater Company: Geraghty & Miller, Inc., Ground-Water Consultants, 28 p.
Geraghty & Miller, Inc., 1973, Evaluation of the Ground-Water Conditions inthe Llangollen Well Field Artesian Water Company, Newport, Delaware; Geraghty& Miller, Inc., Consulting Ground-Water Geologists, 21 p.
Geraghty It Miller, Inc., 1973, Occurrence of Chlorides in- the Shallow ArtesianAquifer, Avisun Corporation, New Castle, Delaware: Geraghty & Miller, Inc.,18 p.
Johnson, R.H., 1973, Hydrology of the Columbia (Pleistocene) Deposits ofDelaware: An Appraisal of a Regional Water-Table Aquifer: DelawareGeological Survey Bull. 14, 78 p.
A R I Q Q 1 9 6
Jordan, R.R.r and Talley, J.H., 1976, Columbia Deposits of Delaware: DelawareGeological Survey, Open File Report No. 8, 49 p. -
Jordan, R.R., 1968, Observations on the Distributions of Sands within thePotomac Formation of Northern Delaware: Southeastern Geology, Vol. 9, No. 2.
Jordan, R.R., 1964, Columbia (Pleistocene) Sediments of Delaware: DelawareGeological Survey, Bull. No. 12, 69 p.
Jordan, R.R.., 1963, Configuration of the Cretaceous - Tertiary Boundary in theDelmarva Peninsula and Vicinity: Southeastern Geology, Vol. 4, No. 4, p.187-198.
Jordan, R.R., 1962, Planktonic Forarainifera and the Cretaceous TertiaryBoundary in Central Delaware: Delaware Geological Survey Report ofInvestigations No. 5, 13 p.
Lakshman, B.T., 1981, Is it Feasible to Clean the Aquifer Once it isContaminated by Landfill Leachate?: Quality of Groundwater, Proceedings of anInternational Symposium, The Netherlands, Studies in -Environmental Science,Vol. 17.
Legette, R.M., 1961, Groundwater Conditions in the Vicinity of the AvisunPlant Near New Castle, Delaware: Leggette, Brashears & Graham, ConsultingGround-water Geologists.
Liu, A.A., and Stoufer, R., 1976, Report on Statistical Analysis ofGroundwater Quality Data From the Vicinity of Llangollen Landfill; DNRECInteroffice Memorandum, March 10, 1976.
Marine, I.W., 1955, Water Levels and Artesian Pressures in Observation Wellsin the United States, 1952: U.S.G.S. Water Supply Paper 1221, p. 11-18.
Marine, I.W., and Rasmussen, W.C., 1954, Water Levels and Artesian Pressuresin Observation Wells in the United States, 1951: U.S.G.S. Water Supply Paper1191, p. 11-16.
Marine, I.W., 1954, Water Levels and Artesian Pressures in Delaware, 1952;Delaware Geological Survey, Water-Level Report No. 1, 11 p.
Martin, M.M.P 1984, Simulated Ground-Water Flow in the Potoraac Aquifer, NewCastle County, Delaware: U.S.G.S. Water-Resources Investigations Report84-4007, 85 p.
Martin, M.M., and Denver, J.M. 1982, Hydrologic Data for the PotomacFormation in New Castle County, Delaware: U.S.G.S. Water-ResourcesInvestigations Open-File Report 81-916, 148 p.
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Miller, W.J., 1982, An Analysis and Computer Simulation of the Ground WaterFlow in the Vicinity of Array Creek, New Castle County, Delaware: M.S. CivilEng. Thesis, Univ. of Delaware, 228 p.
Miller, W.J., and Silka, L.R,, 1981, Application of Computer Modeling for theInvestigation of Ground-Water Contamination: proceedings of the Fourth AnnualMadison Conference of Applied Research and Practice on Municipal andIndustrial Waste, Madison, Wisconsin, p. 361-382.
Miller, J.C., 1971, Ground-Water Geology of the Delaware Atlantic Seashore:Delaware Geologic Survey, Report of Investigations No. 17, 33 p.
NUS Corporation, 1983, Remedial Action Master Plan - Delaware Sand and GravelLandfill, New Castle County, Delaware: NUS Project No. 0701.05, USEPA WorkAssignment Ko. 01-3V34.0, Contract No. 68-01-6699.
NUS Corporation, 1983, Work Plan - Initial Remedial Measures and RemedialInvestigation/Feasibility Study, Delaware Sand and Gravel Landfill Site, NewCastle County, Delaware: NUS Project No. 0701.05, USEPA Work Assignment No.01-3V34.0, Contract No. 68-01-6699. ~ ... - ,
Parker. G.G., Hely, A.G., Keighton, W.S., Olmsted, F.H., and others, 1964,Water Resources of the Delaware River Basin: U.S.G.S. Professional Paper 381.
Riram, D,R., Coskery, O.J., and Angerson, P.W., 1964, Ground-Water Resources ofSouthern New Castle County, Delaware: U.S.G.S. Water-Supply Paper 1756, 52 p.
Spoljaric, N., 1983, Delaware Geological Survey Atlas: Delaware GeologicalSurvey.
Spoljaric, N., and Crawford, W.A., 1979, Removal of Metals From LaboratorySolutions and Landfill Leachate by Greensand Filters: Delaware GeologicalSurvey, Report of Investigations No. 32, 30 p.
Spoljaric, M*, and Woodruff, K.D., 1970, Geology, Hydrology, and Geophysics ofColumbia Sediments in the Middletown-Odessa Area, Delaware: DelawareGeological Survey Bull. 13, 156 p.
Spoljaric, N., 1967, Pleistocene Channels of New Castle County, Delaware:Delaware Geological Survey, Report of Investigations No. 10, 15 p.
Spoljaric, N., 1967, Quantitative Lithofacies Analysis of Potomac Formation,Delaware: Delaware Geological Survey, Report of Investigations No. 12, 26 p.
Sundstroro, R.W., 1974, Water Resources in the Vicinity of a Solid WasteLandfill in the Hidvale-Llangollen Estates Area, New Castle County, Delaware:Univ. of Delaware, Water Resources Center, 92 p.
Sundstrom, .W., and Pickett, T.E., 1971, The Availability of Ground Water inNew Castle County, Delaware: Univ. of Delaware, Water Resources Center-^I-S^ JfeP-
A R I O O I 9 8
Sundstroraf R.W., and others, 1967, The Availability of Ground Water From thePotomac Formation in the Chesapeake and Delaware Canal Area, Delaware: Univ.of Delaware, Water Resources Center, 95 p.
Talley, J.H., 1978, Ground-Water Levels in Delaware, July, 1966 - December,1977: Delaware Geological Survey, Report of Investigations No. 30, 50 p.
Thomas, A., Leis, W.M., and Clark, D., 1978, Physical and ChemicalRehabilitation of Contaminent Recovery Wells Army Creek Landfill, New CastleCounty, Delaware: Roy F. Weston, Inc., 10 p.
Upson, J.E., 1966, Relationships of Fresh and Salty Ground Water in theNorthern Atlantic Coastal Plain of the United States: U.S.G.S. ProfessionalPaper 550-C, p. C-235 - C-243.
Roy F. Weston, Inc. 1983, New Castle County, Army Creek Landfill, New RecoveryWells Pump Test: Roy F. Weston, Inc., West Chester, Pennsylvania, 19 p.
Roy F. Weston, Inc., ? , Relocation of Leachate Recovery Wells, Army CreekLandfill, New Castle County, Delaware: Roy F. Weston, Inc., 25 p.~
Roy F. Weston, Inc., ? , Interim Report, Llangollen Landfill TreatmentAlternatives: Roy F. Weston, Inc., 15 p.
Roy F. Weston, Inc., 1976, Control Program for Leachate Affecting a MultipleAquifer System Army Creek Landfill, New Castle County, Delaware: Roy F.Weston, Inc., 18 p.
Roy F. Weston, Inc., 1974, Preliminary Feasibility Study, Leachate ControlStrategies for Llangollen Landfill, New Castle County, Delaware: Roy F.Weston, Inc., 59 p.
Roy F. Weston, Inc., 1973, Ground Water Contamination Associated With theLlangollen Landfill, New Castle County, Delaware, Extent of Contamination andProposed Corrective Procedures: Roy F. Weston, Inc., 12 p.
Williams, P.M., 1978, Geohydrology of the Upper Potomac in Northeastern NewCastle County, DNREC Interoffice Memorandum, July 19, 1978.
Woodruff, K.D., 1984, Geohydrology of the Wilmington Area: DelawareGeological Survey, Hydrologic Map Series, No. 3, 3 Sheets.
Woodruff, K.D., 1984, Geohydrology of the Newark Area; Delavrare GeologicalSurvey, Hydrologic Map Series, No. 2, 3 Sheets.
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6-2-19
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Photograph 24 - Detecting with hnu while soil sampling at the stainedare near landfill entrance.
6-2-23
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ATTACHMENT 3
.
.v-...: ..,/:ift j rat ' -t'it-'-tr-t" —
r o « P 0 ? 0 9ft H t u u d w -*
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t .V ?tj UNITED STATES EN/IRONM£:™AL PROTECTION AGENCY
.«:-..« fJ«- .S r,—— -'JUVS4 79ecology nn
Mr. Bob Touhey, ManagerWater Resources Division
T • .Dept. of Natural Resources S| Environments'! Control
Dover, Delaware 19901
Dear Bob:
Attached are .copies of the coorespondence between EPA and the Delaware'State Board of Registration of "Geologists".— he letter of June E con-firms the procedures that EPA will formally institute regarding tne pre-paration or reports which contain hydrogeological evaluations of sitesin Delaware.
As you know, Ecology and Environment has subcontracted A.C. Schultessto drill additional monitoring wells a-"the Delaware Sand S Gravel Land-fill, Hew Castle County. This work is tentatively scheduled to conanenceon June 23, 1982; however, before this work can begin, the E & E officerequested E sinrilar.letter of confirmation from the DNREC.
This letter should be addressed to Walter Lee, end include the followingi terns:
a) agreement with the general EPA review process overcontractor geologists ._.. . _-_ -_..___ . •_
b) sDecific~agre£^ien.t" regarding the location points for"the monitoring wells at tne_J)e_laware Sand S GravelLandfill. . .'. ' ""_""" -
On Aoril 12, 1932 a neeting was held in Dover, anipng Lisa Hamilton,"ike Apcar, C.K. Les "'E&t;, snci myself, in order o discuss tne hydrc-Geolc-cical stucy at tne Any- Creek^elaware Sane £ Gravel Landfills, andsoecified "jdrillinc locations. ""InitlaTly", Mike reguested thai six .pairsof wells be drilled as"opp6sed"to the""sugges"ted 5 wells. It was thensxDleineri tha- xoney for the drilling"was" limited, and that-this.taskrr-ay be TO. 1o/-=d-up ,v'it'n addTtTdtra"i dr'.lVing if deemed necessary. At the:cnc:us=ibrr'of the meeting ft was ecfeeli IfBat'Lthis proposal would suffice"as -an "initial step. . :
i n f1 9 'l U u L ift
Mr. 5cb TouheyPegs 2 .
Please discuss this matter with your stafr onj fcrv;=rc tha necessaryletter, as soon ES possible to avoid eny furtr.ar.dslays for the drill-ing.
Thank you,
Christine KladchukProject OfficerSuperfund/RCRA Compliance Section
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REGION !!'
PHILADELPHIA. PENNSYlW-.i :i:C'i
Mr. Enil Onuschak, ChairmanState Boerd of Registration of
-J?eplog1st - _._Delaware State Office BuildingS20 French Street, 3rd LevelWilmington, DE 19 SOI - *.— -^ -
Dear Mr. Onuschak:
Thank you for the time and effort you expended in order toclarify my questions on the registration of geologists inDelaware. . ... . .- . . . .. - - -
~From~our"~p"revious phone .conversations, ! understand that thisstate requirement does not extend to federally employed geolo-gist. Also the.. geologists "under contract to the federal gcver-ment need not register "i_n Delaware, if their work is reviewedand concurred upon by a federal geologist."
Please be assured that at all times EPA will contract or^v li-censed drillersj and a state geologist will be involved toreview any reports and work scopes prior to the issuance ofall necessary permits, or the release of the information.
*.In order to document our conversations would you please resDcndin writing To "clarify "these agreements. Again, I thank youfor all your consicerati'Sh and efforts.
S'ihcereTy ,
Christine Hla"dchuk7 Project OfficerSuoerfund/RCRA CompliancsTSection
- ^ _ . . . . . . . . . . .R. 3"lanco ' " " . . " • " •R. Touhey, DMREC 'J. McGovern, Ecology S Environment
A O F OI i f ' ^rU L, ". £.
STATE OF DELAWAREDEPARTMENT OF ADMINISTRATIVE SERVICES
DIVISION OF BUSINESS AND OCCUPATIONAL REGULATIONSTATE BOARD OF REGISTRATION OF GEOLOGISTS
DCI.AWARC STATE O"ice BUILDINGBZO FRENCH STREET • 3KD LCVEi.WiLMtNOTON, DELAWARE l&BOl PHONE; (3D2) S7I • 3ZS6
• • -— -'- june 8, 1982
Ms. Christine HladchukProject Officer _ ;Superfund/RCRA Compliance SectionU. S. Environmental Protection Agency6th and Walnut StreetsPhiladelphia, PA 19106
Dear Ms. Hladchuk:
The Delaware State Board of Registration of Geologists receivedyour letter of May 7th, 1982 and considered it at the Board's May 27thmeeting.
__.. As was discussed with you by telephone, and with the advice ofits_ counsel, the Delaware State Board of Registration of Geologists statesas its policy that: ' ...
(1) Any geologist vho is an employee of the Federal governmentmay practice geology in pursuance of his employment in Delaware withoutregistering with this Board,
(2) Independent geologists with whom a Federal agency contractsto do geological work in Delaware either have to be registered in theState, or work under the supervision of a geologist who is so registeredor who is an employee of the Federal government pursuing his employment.
(3) In all cases, the name of the geologist who is to be consideredresponsible for the geologic contents of all written reports, permit appli-cations, etc. Tnust be clearly stated.
In regard to your letter of May 7th, be advised that the DelawareGeologists Registration Act does not apply to well drillers (24 Del. C.'36Q1),
In the same letter, you use the phrase "... a .State Geologist willbe involved to review any reports or work scopes prior to the issuance of all
D l nu \ U
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Ms. Christine llladchuk_________________-2-________________June 8, 1962
necessary permits, "or the release of the information." The Board is unclearas to the meaning of this phrase and requests clarification in this regard.
Very truly yours,
DELAWARE STATE BOARD OFREGISTRATION OF GEOLOGISTS
Emil Onuschak, Jr.Chairman
EOJr/vfm
* n, A O M-t UU£ i k
"
June 22, 1982
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ecology and environment, inc.8021 ROUTE 130. PENNSAUKEN, NEW JERSEY 06110, TEL. 609-665-1515
International Specialists in the Environmental Sciences
June 23, 1982
Ms. Lisa HamiltonDepartment of Nature] Resources and
Environment*] ControlP. 0. Box 1401Edward Tatnel] BuildingDover, DE 39901
Re: TDD No. F3-8202-04
Dear Lisa:
This is lo confirm our phone conversation on June 22, 1982 about the well
drilling for Delaware Send and Gravel. Providing you get the information you
need from the driller, A. C, Schultes 6 Sons, Inc., by Friday, June 25, and thatit satisfies the permit requirements, a phone call from Schultes to obtain the
perinit numbers will allow mobilization on Monday, June 28. The E&E siterepresentative will be Loren Lasky.
If there are any Questions concerning this matter, please contact Loren.
Sincerely yours,
Beth Gross
CC: Linda Young Boornazian, Acting DPOEPA III
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ecology and environment, inc.S021 ROUTE IX. PENNSAUKEN, NEW JERSEY 06110. TEL. 609-665-1516
Intimation*) Sp»ci»S«u in th« Environmental SCWTKM
March 31, 1982
Mr. Timothy Rafferty, Esq.Custom House PlazaSuite 514Wilmington, Delaware 19801
Subject: Drilling, Sampling and Installation of Monitoring Wells atDelaware Sand and Gravel Landfill, New Castle County, Delaware
Dear Mr. Rafferty:
Ecology and Environment, Inc. (E&E), a New York Corporation with Head-quarters at 195 Sugg Road, Buffalo, NY 14225, and with a business officeat 8021 Route 130, Pennsauken, NJ 08110, has entered into a contract(Contract £68-01-6056) with the United States Environmental ProtectionAgency (EPA), dated March 20, 1980, to furnish technical, engineering andmanagerial services in support of the EPA Field Investigation of PotentiallyHazardous Waste Sites. ""'""
As discussed with you during our telephone conversations of March 17, 24,25 and 29, the U. S. EPA Region III has requested that we perform agroundwater monitoring and subsurface geologic study at your client's site,Delaware Sand and Gravel, located in New Castle County, Delaware. ! haveenclosed a copy of a sketch showing the approximate locations of theproposed drilling (identified as Figure 2), The proposed drilling activitiesat the site will be of a varied nature and will include the following:B-1) 50 +/- foot deep, 4-inch diameter monitoring well just outside thewaste disposal pit, B-2) 20 -*•/- foot deep test boring adjacent to B-l butwithin the waste disposal pit area, B-3) 50 +/- foot deep test boringwithin the landfilled refuse area, B-4) 150 +/- foot deep, 4-inch diametermonitoring well adjacent to existing well #53, and B-5) 150 +/- foot deep,4-inch diameter monitoring well adjacent to existing well £OW-5. The finaldepths and locations will be adjusted in the field by E&E personnel. Thewells will be permanent installations to monitor groundwater and the testborings will sample subsurface soils. The latter will be backfilled atcompletion as specified by E&E.
In order that the bidders will be able to estimate the cost to mobilizeand demobilize their equipment, it is essential that they be able to makean on-site reconnaissance .of the proposed drilling locations. Your clienthas agreed to permit the bidders access to the sate as long as he isinformed of their visit ahead of time. The bidders have been directed,therefore, within the drilling specifications to schedule this on-sitereconnaissance through you, as agreed.
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Delaware Sand and GravelPage 2
Furthermore, your client has granted E&E and its drilling subcontractorspermission to 1) come on site to do the above mentioned drilling .work, and2) disperse all the drilling spoils/cuttings, water, and other materialsgenerated in connection with the above mentioned work on the ground.
We are now progressing on the basis of understanding of the above discussions.Should there be any corrections, please contact me at my office.
Very Truly yours,
Frank 5. Quirus, AFITL III
Enclosure
CC: Linda Young Boornazian, DPO, EPA IIILisa Seglin, EPA IIIChris Hladchuck, EPA III
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ecology and environment, inc.8021 ROUTE 130, PENNSAUKEN, NEW JERSEY 081 ID, T£t. 609-665-1515
International Specialist! in the Environmental Sciences
June 25, 1982
Mr. Timothy Rafferty, Esq.Custom House PlazaSuite 514Wilmington, DE 19801
Subject: Commencement of Drilling for the InstallationOf Monitoring Wells at Delaware Sand andGravel Landfill, New Castle County, DE
- ——— TDD No. F3-8202-04B EPA No. DE-17
Dear Mr. Rafferty:
This letter will confirm our phone conversation today concerning ourintention to start work at your client's site, Delaware Sand and GravelLandfill, on Monday, June 28. Four members of Ecology and Environment'stechnical staff, plus two drillers, are scheduled to be working on site.As agreed, you will notify the site owner, Mr. Vincent Dellaversano,to expect us.
i.Work will commence at hole number B-4, described and identified on themap in our letter "of March 31, 1982. We will gain access for thisparticular area via Amoco's property, by prior arrangement withMr. Charles Hurd at the Amoco Chemical Truck Terminal. All the otherholes will be accessed directly through the Delaware Sand and GravelLandfill's property.
We anticipate that the drilling and sampling will take between 10-15 workdays, and we will notify you when the project is; completed. In the mean-time, please contact Mr. Frank Quirus of our office if you have anyquestions or comments concerning the above work.
Very truly yours,
Loren R. LaskyGeologist, FIT III
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CC: Linda Young Boornazian, Acting DPD, Region IIILisa Seglin, EPA IIIChris Hladchuk, EPA III
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y ecology and environment, inc.^ 8021 ROUTE 130. PENNS A JKEN. NEW JiRSEY 08110, TEL. 609-BE5-1515
Imeinational Specialists in the Environmental Sciences
July 21, 19S2
Mr. Timothy Rafferty, Esq.Custom House PlazaSuite 514Wilmington, DE 19801
Subject: Termination of Well Drilling WorkDelaware Sand and Gravel LandfillNew Castle County, DelawareTDD No. F3-*8S& 32_- EPA No. DE-17
Dear Mr. Rafferty:
As ws discussed in our phone conversations of 14 July and 21 July, Ecology'and Environment, Inc. has.completed the scheduled well drilling work atthe Delaware Sand and Gravel Landfill.
In accordance with EPA procedures, I am enclosing a sample receipt listing thenumber of sanples we collected on Delaware Sand and Gravel Landfill property.Kindly have Mr. DellAversano sign it and then return it to our office.
As per your instructions, your client, Mr. DellAversano, did not want to-have a set of split samples. However, we did leavVa representative set ofsoil samples at""the DellAversano household on 14 July, as per your request.
Again, please accept our thanks, for your assistance and cooperation duringthis work.
Sincerely,
Loren R.Geologist/FIT III
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Enclosure
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ecology and environment, inc.8021 ROUTE 130, PENrVSAUKEN, NEW JERSEY 08110, TEL. 609-665-1515
International Specialrsts in the Emnionmemal Sciences
June 24, 1982
Mr. Charles KurdAmoco Chemicals Truck TerminalRoute 9 and River RoadKev Csstle, DE 19720
Re: Access to Amoco's Property for the Drilling of aGroundwater Monitoring Well, Adjacent to Amoco TDD No. F3-S202-04RChemical's Well £OW-5 . EPA No. DE-17
Dear Mr. Kurd:
This letter will confirm our phone conversation today concerning access toAmoco's property for the purpose of drilling a nionitoririg well.
As agreed, both Ecology and Environment personnel and the drilling crew willcheck in with you at the Airoco Chemical Truck Terminal on the first day ofwork. Ve will sign Airioco release forms and you will unlock the gate allowingus to cross onto Amoco's property.
We anticipate starting work on Monday, June 28, or some time during that week,depending on when the driller receives the required permits.
Attached, please find s copy of an earlier correspondence vith Mr. Ray Vetrous-of Amoco (now retired) for your information.
Please contact roe if you have any Questions or comments concerning the aboveproject.
Very truly yours,
Loren R. LasGeologist, FIT III . _^J^-~—: "__~_1--^- " "."" " - .
El JOAttachment
CC: Linda Young Boornazian, AVting DPO, EPA IIILisa Seglin, EPA III "Chris Hladchuk, EPA III- - "~-":
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s ^ J) ecology and environment, inc.
8021 ROUTE 130, PENNSAUKEN, NEW JERSEY OB11D. TEL. C09-OCS-1515
ImriniiiunjT Sf«eci*liEii in th» Enviionmontal Sdoncct
April 28, 1982
Anioco Chemicals CorporationP. 0. Box 312Newcastle, DE 19720
Attention: Mr. Ray Watrous
Subjc-ct: Drilling, Samplino and Installation. Monitorino Well Adjacentto An.oco Chemicals' Well #OW-5
Dear Hr. Watrous:
As discussed with you over the telephone on March 31, 1982, Ecology andEnvironment, Inc. (E&E) under a contract (Contract £53-01-5056) with theJJ. S, tPA is soliciting bids installing tnonTlorinc wells on and adjacentto Dsla^are Sand and Gravel in New Castle Coy'rtty. In addition to" wellsthe property of Delaware Sand and Gravel, it is proposed to 'install onewell adjacent to rOW-5- Per our discussion, this well is on the AniocoChemicals Corporation property.
This le.tter will confirm that Amoco Chemicals Corporation has granted E&Epermission to access this well location and drill the proposed monitoring'well. Furthermore, excess drilling spoils and water that cannot bedischarged back into the well may be dispersed in an orderly manner in thearea of the well.
It is our understanding that Amoco Chemicals is presently demolishing theirplant. As such, coordination of E&E's access to Amoco's property should bearranged via telephone with Mr. Charles Hurd-P (302) 32?-187£.
We are progressing on the basis of understanding of ths aoove discussion.Should there be any corrections, please coniaci me at my office. ~
Very truly yours,
'rank J.t-tfuirus, P.E.AFITL III
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CC: Linda Young Boornazian, EPA IIILisa Seglin, EPA II!Chris Hladchuck, EPA III
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*•ecology and environment, inc.8021 ROUTE 130, PENNSAUKEN, NEW JERSEY 08110, TEL. 609-66S-1515
internal tonal Specialists m The Environment*! Sciences
July 21, 1982
Mr. Charles Hurd ,Amoco Chemicals Truck TerminalRoute 9 and River RoadNew Castle, DE 1972D
Subject: Completion of Well Drilling atDelaware.Sand and Gravel Landfill andadjacent .Anoco Chemicals Corporation propertyNew Castle, Delaware .. . ....TDD No. F3- D2-'04S ( EPA No. DE-17
Dear Mr. Hurd;
I am writing to advise you "tfia't" Ecology and Environment, Inc. has completedour scheduled well drilling work at the Delaware Sand and Gravel Landfilland on Amoco's property adjacent to the.landfill.
In accordance with EPA procedures, I am enclosing a sample receipt whichlists the number and type of samples we collected while working on Amoco'sproperty. Would you kindly sign the receipt and return it to our office.
Please accept my thanks for your cooperation and assistance during thiswork.
Sincerely,
Loren LaskyGeologis't/FiT III'
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Enclosure
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SAMPLE RECEIPT
On June 30 , 1982, Ecology and Environment, inc., representativeloren R. Lasky____ received permission from____C. Hurd________
to remove material from Amoco property, contained in 1 1/2 gallon
glass organic sample bottle(s), 2 40 ml glass volatile organic
sample bottle(s), 2. 8 02. glass soil sample jar(s) and 2
inorganic 1 quart polyethylene sample bottle(s).
Property Owner, Signature and Date
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Ecolooy a.nd Environment, Inc.Representative Signature and Date