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SDMS DocID 2046889 Trip Report Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for U.S. Environmental Protection Agency Region III Western PA Remedial Section Philadelphia, PA TDD No. 9903-11
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Page 1: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

SDMS DocID 2046889

Trip ReportWelsh Road Landfill SiteHoney Brook, Chester Co., PA

9 July 1999

Prepared for

U.S. Environmental Protection Agency Region III

Western PA Remedial Section

Philadelphia, PA

TDD No. 9903-11

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T R I P R E P O R T

Welsh Road Landfill TDD No. 9903-11Honey Brook, Chester County, PA Contract No. 68-S5-30Q2

1.0 INTRODUCTION

On 15 March 1999, the Roy F. Weston, Inc. (WESTON®), Site Assessment TechnicalAssistance (SATA) team was directed by U.S. Environmental Protection Agency (EPA)Remedial Project Manager (RPM) Frank Klanchar to conduct a monitoring wellgroundwater assessment at the Welsh Road Landfill Site located in Honey Brook, ChesterCounty, PA.

2.0 BACKGROUND

2.1 Location

The Welsh Road Landfill Site is located on Welsh Road near the intersection ofWelsh Road and PA Route 10. Approximately 80 percent of the property liessouth of Honey Brook Township in Chester County while the remainder is locatedin Caernarvon Township, Lancaster County. Figure 1, Site Location Map,illustrates the location of the Welsh Road Landfill (Map Expert, 1993).

2.2 Site Description

The site is an inactive landfill which is adjacent to an active junkyard. The areasurrounding the landfill is heavily wooded, with agricultural activity situatedwithin one-half mile south of the site. Approximately 49 homes are locatedwithin a one-half mile radius of the site. Several residents live in trailer homesthat are situated within 5 to 10 feet of the current salvage operation (EPA, 1997).

2.3 Site History

A Focused Groundwater Study and a Feasibility Study was performed by CDMFederal Programs Corporation in 1991. The Final Focused Groundwater StudyReport was submitted to EPA on 13 November 1992. In November 1993, theFeasibility Study was submitted which evaluated the results of the FinalGroundwater Study and presented alternatives to remediate the contaminants ofconcern in the groundwater at the site.

Three contaminants of concern (antimony, copper and mercury) exceeded theirrespective maximum contaminant level (MCL) values in the residential wellsamples collected in 1991 (CDM, 1992). Six contaminants of concern (benzene,antimony, beryllium, lead, mercury and nickel) exceeded MCL values in themonitoring well samples (CDM, 1992). Based on the conclusions of the FinalFocused Groundwater Study and the risk assessment, the remedial actionobjectives for the groundwater at the Welsh Road Site were to prevent the

SATA030099WelshRoadLandfi11 } 9 July 1999

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FEDERALPROGRAMS

I® DIVISIONMANAGERS ^. -X DESIGNERS/CONSULTANTS

Welsh Road Landfill Site

Honey Brook, Chester Co., PA

TDD#: 9903-11

PCS#: 5252

©1993 DeLorme Mamma

NOT TO SCALE

Figure 1Site Location Map

R R 3 0 I 9 6 3

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Welsh Road LandfillHoney Brook, Chester County, PA

TDD No. 9903-11Contract No. 68-S5-3002

ingestion of contaminated groundwater and restore the local aquifer quality tobackground concentrations for all contaminants of concern (EPA, 1997).

The EPA installed a water line to nearby residents in May 1998 in accordancewith the June 1990 Record of Decision. The Record of Decision also called for alandfill cap which has been designed and is awaiting construction which maybegin this year (EPA, 1999).

3.0 SITE ACTIVITIES

On 13 April 1999, SATA team member Nancy McLaughlin met with EPA RPM FrankKlanchar to conduct a site walk-through to locate wells to be sampled. On 26 April,SATA team members Nancy McLaughlin, Leigh Dehaven, Wayne Randolph and TerrySchultz arrived on site to sample the previously identified monitoring wells.

3.1 Site Conditions and Observations

According to the RPM, the landfill is capped with approximately 10-12 inches oftopsoil. SATA and the RPM observed exposed debris at various locations aroundthe landfill, especially on the back side where it was falling out of the hillside.SATA also observed car batteries and various other car parts as well asdilapidated cars throughout the junkyard adjacent to the landfill.

3.2 Sampling Activities

SATA collected samples at 20 wells located on and around the landfill. SeeFigure 2, Sample Location Map, for well locations. The wells were purged witheither a 2-inch or 4-inch submersible pump. Purge water was drummed and leftonsite by the wells. The purge water in the drums will either be disposed of orreleased onto the ground depending on the analytical results. Samples werecollected after achieving three consistent readings of temperature, pH, andconductivity, or after purging three well volumes or purging the well dry threetimes. The following table is a summary of the well conditions. See Attachment2, Well Logs, for complete well sampling information.

Table 1Summary of Well Logs

Well#

EPAW-1EPAW-1AEPAW-2

EPAW-2AEPAW-3EPAW-4

EPAW-4A

Diameter(in.)

4444444

Depth toBottom (ft.)

200129196162105141127

Depth toWater (ft.)

85854241°604852

Total WellVolume (gal.)

924511485517554

VolumePurged (gal.)

11011022016580

275165

SATA030099WelshRoadLanmdfill 9 July 1999

fiR3QI96l*

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Welsh Road LandfillHoney Brook, Chester County, PA

TDD No. 9903-11Contract No. 68-S5-3002

Well#

EPAW-5EPAW-5AEPAW-6

EPAW-6AMW-2MW-3MW-4MW-5MW-6SMW-4SMW-6

DERW-2BMW

Diameter(in.)

44422222 '24424

Depth toBottom (ft.)

23010213055

200 "851507314547489974

Depth toWater (ft.)

79634540984797364036413545

Total WellVolume (gal.)

11929762137212118281613**

VolumePurged (gal.)

11085110551105555551105155555

* No sand pack information for these wells. Could not accurately calculate total well volume.

All samples were analyzed for target analyte list (TAL) metals includingdissolved metals, polychlorinated biphenyls (PCBs), volatile organic compounds(VOCs), total cyanides and base neutral acid (BNAs) extractables. The inorganicsamples were shipped to Chemtech Consulting Group located in Englewood, NJand the organics were shipped to American Analytical Technical Services locatedin Broken Arrow, OK via FedEx.

4.0 ANALYTICAL RESULTS

Of the contaminants of concern above the MCL in 1993 (antimony, beryllium, lead,mercury, nickel and benzene) only lead, mercury, and benzene were detected in themonitoring wells. Lead was detected above the RBC in only one well (MW-2) andmercury in only two wells (SMW-6 and BHW). In well SMW-6, the mercury, the levelalso exceeded the MCL. The MCL for lead is the level that meets treatment technologystandards. The MCL goal is 0. All wells except four contained benzene above the RBCand two wells contained benzene above or at the MCL. Based on these results, the wellscontain significantly lower concentrations of contaminants when compared to the resultsfrom the 1991 focused groundwater study conducted by COM Federal Programs. Thiscould be a result of various factors such as the time of year the wells were sampled,amount of precipitation previous to sampling the wells, etc.

The following tables provide a comparison of the groundwater monitoring well results toEPA Region III Risk-Based Concentrations (RBC) and Maximum Contaminant Levels(MCL). A complete results summary table can be found in Attachment 1.

SATA030099WelshRoadLanmdfill 9 July 1999

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DE5IONERS«X)N5U.TANTS

FEDERALPROGRAMS

DIVISION

Welsh Road Landfill SiteHoney Brook, Chester Co., PA

TDD#: 9903-11PCS#: 5252

HJW« •CCtlt I0>*

MV I? _.

O > Source: EPA Statement of Work for Welsh Road Landfill Site (EPA, 1999)C> Created by: CDM Federal Programs (CDM, 1991)

-N-

WAPHIC SCALEI I I

100 eoo 400 riei

UGf.'ND

[PA MQNIIORING WCLIS 1NSIW.LED IN 1991

MON110RINO «CLLS INSTALLED PRIOR ID 1991

PIC7WCUR

\_A->_«_< UDUDS

"--" ^T~ UNPAVED ROAD

C NOT TO SCALEFigure 2

Sample Location Map

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Welsh Road LandfillHoney Brook, Chester County, PA

TDD No. 9903-11Contract No. 68-S5-3002

Table 2Inorganic Results RBC/MCL Exceedance Table

(reported in ug/L)

Sample LocationRBC1

MCL2

EPAW-1EPAW-1FEPAW-1 AEPAW-1AFEPAW-2EPAW-2FEPAW-2AEPAW-2AFEPAW-3EPAW-3FEPAW-4EPAW-4FEPAW-4AEPAW-4 AFEPAW-5EPAW-5FEPAW-5AEPAW-5AFEPAW-6FEPAW-6AEPAW-6AFMW-2MW-2FMW-3MW-3FMW-4MW-4FMW-5MW-5FMW-7(dup of MW-5)MW-7F(dup of MW-5F)MW-8(dup of MW-4)MW-8F(dupofMW-4F)SMW-4

Arsenic0.0446c

50

40.9

11. 2K23.3

16.8K[6.1]

[7.31

[71L

[8.7JK

10.2K[7.11

Barium255.52,000

1,4501,690

340379

1,2901,320210

250[1141343239400 -430444450408

482

406

420

Cobalt219NL

205236

Iron1,095NL

6,7705,670

102,00085,60058,70076,10094,60068,7009,33011,10081,40081,600

97,300102,000

28,20023,6003,890513

48,90030,30010,90011,20074,70073,70068,700

75,100

11,100

10,500

29,500

Lead15TT

15.4J13. IB

Manganese73NL438459304271692820317355880968

9,55011,4006,1006,600323376

5,2004,580352224

37,50030,9004,6505,1101,1301,2101,060

1,250

4,610

5,040

4,380

Mercury1.11

2

Thallium0.255

2

[9.91L

[7.8]L

11.2

SATA030099WelshRoadLanmdfill 9 July 1999

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Welsh Road LandfillHoney Brook, Chester County, PA

TDD No. 9903-11Contract No. 68-S5-3002

Sample LocationSMW-4FSMW-6SMW-6FDERW-2DERW-2FBMWBHWF

Arsenic

[8.6]K11.1

Barium Cobalt Iron21,9006,730

[20.2]B76,20083,40011,400108B

Lead Manganese | Mercury4,240267111587658203207

6

2.11.7

Thallium

ug/L - Micrograms per literJ - Approximate valueK - Analyte present Reported value may be biased high Actual value expected to be lowerL - Analyte present Reported value may be biased low Actual value expected to be higher[ ] - Analyte present As values approach the instrument detection limit the quantitation may not be accurateNL - No listingTT - Treatment technologyNote The sample locations with an F indicate filtered samplesc - carcinogen1 EPA Region III RBC Table, April 1999 RBCs based on a cancer risk of 106 for carcinogens and a hazard quotient of 0 1 for non-

carcinogens2 EPA Numeric Removal Action Levels for Contaminated Drinking Water Sites, April 1997

Table 3Organics Results RBC/MCL Exceedance Table

Sample LocationRBC1

MCL2

EPAW-2EPAW-2AEPAW-3EPAW-4EPAW-4AEPAW-5EPAW-5AEPAW-6EPAW-6AMW-3MW-4MW-5MW-7(duplicate of MW-5)MW-8(duplicate of MW-4)DERW-2BHW

Benzene0.36c

54J3J6J3J2J

3J2JU3J4J2J4J

2J

5J

1 ,4-Dichlorobenzene0.47c

752JU3J2J3J

2JUU3J2J2J2J

U

3J0.5J

1 ,2-Dichloroethane0.12c

5

4J

U

Benzo(a)anthracene0.09NL

0.6J

ug/L - Micrograms per liter.J - Approximate valueNL - No listingc - carcinogen1 EPA Region III RBC Table, April 1999. RBCs based on a cancer risk of 106 for carcinogens and a hazard quotient of 0 1 and non-

carcinogens2 EPA Numeric Removal Action Levels for Contaminated Drinking Water Sites, April 1997

SATA030099WelshRoadLanmdfill 9 July 1999

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Welsh Road Landfill TDD No. 9903-11Honey Brook, Chester County, PA Contract No. 68-S5-3Q02

5.0 FUTURE ACTIONS/RECOMMENDATIONS

Approximately 10-12 wells will be sampled again in July 1999. The wells to be re-sampled will be chosen by the RPM based on their location and the analytical results ofthe April 1999 sampling event. The outcome of the purge water will be determined bythe RPM based on the analytical data.

6.0 REFERENCES

CDM Federal Programs Corporation. 1992. Feasibility Groundwater Study.

EPA (U.S. Environmental Protection Agency). 1997. Numeric Removal Action Levels forContaminated Drinking Water Sites. Office of Solid Waste and Emergency Response.Washington, DC. April.

EPA. 1997. Statement of Work for Groundwater Sampling at the Welsh Road Landfill Site.Philadelphia, PA.

EPA. 1998. EPA Region III Risk-Based Concentration Table. Philadelphia, PA. October.

EPA. 1999. Statement of Work for Groundwater Sampling at the Welsh Road Landfill Site.Philadelphia, PA.

ATTACHMENTS: 1 - Results Summary Tables

2 - Well Logs

SATA030099WelshRoadLanmdfill g 9 July 1999

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Attachment 1Results Summary Tables

flR30!970

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Welsh Road Landfill SiteInorganic Results Summary

April 1999

Element/CompoundAluminumArsenicBariumCalciumChromiumCobaltCopperIronMagnesiumManganeseNickelPotassiumSeleniumSilverSodiumVanadiumZincElement/CompoundAluminumArsenicBariumBerylliumCalciumChromiumCobaltCopperIronLeadMagnesiumManganeseNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

EPAW-1

[44.1JB

[131][4,080][1.7]

[1.71K[6.4]B6,770

[2,110]438

[862]J

[4.750]

44BEPAW-2AF

[49.5]B23.3

[86.8]

9,320

[14.9]B76,100

7,860355

[1,410]8.2L

[1.91B25,900

44B

EPAW-1F

[41.4]B

[132][4,730]

[1.8][5.2]B5,670

[2.320]459[2.1][921]

fl.4]B7,060

27.8BEPAW-3

2,66016.8K[197][1.01B34,000[9.6]

[25.6][16.2]B94,60013. U

12,800880

[2.4]L10,500J10.9B[1.6]

30,000

F17.3]26.4B

EPAW-1A

220

[127]13,100[8.8][3.9]

26.4K295

[4,070]304

[9.8]L[2,040]J

5,020

51.9BEPAW-3F

[98.3]B[6.1][175]

40,100

[24.7][14.8]B68,700[2.5]B15,700

968[4.0]

12,900

[1.2]B66,800

[1.7]J[17.6]B

EPAW-1AF

[86]B[6.6]L[106]

10,600

37.6B[44.5]B[3,530]

271[4.1]

[1,360]

[1.51B[3,570]

42.5BEPAW-4

[24.1]B

1,450

7,460

205[4.8]B9,330

6,9409,550

5,130J

[1.3]35,100

47B

EPAW-2

[56]B40.9

[86.9]11,200

[12.3]B102,0008,360692

[1,360]J6.7K

28,900F1.8U33.4B

EPAW-4F

[65.4]B

1,690

9,290

236[131B11,100

8,45011,400[2.6]6,120

[1.9]B40,000[9.9]L

28.9B

EPAW-2F

[50]B

[97.3]14,100

[1.11[10.4]B84,60010,200

820

[1,640]5.4J

[1.51B33,300[3.4]

[19.4JBEPAW-4A

427

236

42,600[1.5]95.8

[8.71B81,400

24,2006,100

1 4,000 J

[1.8]124,000

46.3B

EPAW-2A

21411. 2K[85.3]7,310[1.6]

[5.9]B58,7006,120317

[2,400]

[1.4]23,300

108BEPAW-4 AF

[56.5]B

207

46,500

99.2[13]B

81,600

26,5006,600

14,100

[1.1]B150,000+

F1.8U35. IB

A R 3 0 I 9 7

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Welsh Road Landfill SiteInorganic Results Summary

April 1999

Element/CompoundAluminumArsenicBariumBerylliumCalciumChromiumCobaltCopperIronMagnesiumManganeseNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZincElement/CompoundAluminumArsenicBariumBerylliumCalciumChromiumCobaltCopperIronLeadMagnesiumManganeseNickelPotassiumSodiumVanadiumZinc

EPAW-5

[44.6JB

340

39,300' [3.21rn.21[8.2]B

595[1,5601

323

15,600J

20,600

32.2BEPAW-6AF

[46.5]B

[94.9][1.2]B7,520

[35.61[9.11B23,600

10,6004,580

[1,570]25,600

[15.9]B

EPAW-5F

[58.9]B

379

42,100

[12.1]43. 6B608

[1,990]376[1.4]

17,500

FLUB23,200

[18.8]BMW-2

3,180[7]K[250]

[1.71K12,600

[10.4]30.2K3,89015.4J6,980352

[18.4][1,830]J13,400[1.9]J103B

EPAW-5A

[29.5]B

1,290

7,650

110[5.8-1B97,3006,42010,700

[3,420]J

[1.9]41,300

39.7BMW-2F

[121]B

[114]

8,350

[6.2][13]B513

13. IB[4.540]

224[6.7]

[1,250]12,200

43B

EPAW-5AF

[63.8]B[7.3]1,320

8,660

114[10.4]B102,0006,92011,300

[3,080][6.8]L[2]B

41,700[7.8]L[2.5]J23.3BMW-3

[196][8.7]K

343

91,400[8.2][9.7]

[22.1]B48,900

3.2J37,500

873[5.8]L

30,700J223,000

[1.71J[19.9]B

EPAW-6

[50.7]B

[37.8]

10,900

[8.2]B[24.9]L[3,960][7.81K

[2,890]J

7,620

43BMW-3F

[28.4]B

239

74,700

[9][7.2]B30,300

30,900724

25,000186,000+

[15.3]B

EPAW-6F

[43.3]B

210[1.3]B14,900

[14]B

[3,860]33.6

5,180

14,400

68.5MW-4

[29.2]B

400

10,200

89.2K[13.51B10,900

6,9404,650

5,370J33,700

32.9B

EPAW-6A

205

[97.2]

7,710

[40.8]K[6.4]B28,20011,4005,200

[1,700]J

25,500

35BMW-4F

[100]B

430

11,900

91.6K50.6B11,200

7,8005,110

5,88039,700

24B

R R 3 0 I 9 7 2

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Welsh Road Landfill SiteInorganic Results Summary

April 1999

Element/Compound

AluminumArsenicBariumCalciumChromiumCobaltCopperIronMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZincElement/Compound

AluminumArsenicBariumCadmiumCalciumChromiumCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSilverSodiumVanadiumZinc

MW-5

[38.5]B10.2K444

10,100

[39.2128K

74,7006,1401,130

5,190J

[2131,900

ri.su[12.4]BMW-8F

duplicate ofMW-4F

[53.51B

420

11,500

90.5[15.9]B10,500

7,5605,040

n.5]5,370

38,000

[16.7]B

MW-5F

[53.8]B[7.11450

11,400

[42.41[14]B

73,7006,6001,210

5,190

1.9]B33,100

[2.9U[17.4]BSMW-4

[85.1]B

[1841

13,600[1.81[22]K[5.51B29,500

10,9004,380

[1.41L[4,170]J

49,900

31.7B

MW-6

[50.71B

[37.8]10,900

[8.2]B[24.91L

[3,960]0.71

[2,890]J

7,620

43BSMW-4F

[37]B

[180]

13,800

[22.4][14.8]B21,900

10,9004,240

[6.11L[4,370]

43,500

[12.9]B

MW-6F

[59]B

[45.5]13,900

[11.3]B

[4,9701

[3,590]

9,290

25.7BSMW-6

7,990

224[11

6,920[7.6][3.1]534K6,73010.9

6,6202,677

6[7]L

[2,770]J

[4,340][6.71K74.2B

MW-7duplicate of

MW-5

205

4089,210[1.7]

[37.9]K[4.7]B

. 68,7005,6201,060

[4,550]J5.9K

9,10011.2

35.7BSMW-6F

[50.7]B

[143]

[4,800]

[7.9]B[20.2]B

[4,720]111

[4.8]L[2,130]

[3.360]

[16.5]B

MW-7Fduplicate of

MW-5F

[51.5]B

48211,900

[42.7][13.31B75,1006,9601,250

5,610[4.61L

34,600

_[18.1]BDERW-2

[32.2]B[8.6]K[170]

25,800

[8.3]B76,200

7,040587

7,680J[1.21

28,000[1.31J34.9B

MW-8duplicate of

MW-4

[36.6]

40610,500

88[21.8]B29,5007,0604,610

[1.2]L5,640J

34,700

[14.8]BDERW-2F

[113]B11.1[182]

29,900

[11.91B83,400

8,070658

8,320[1.9]B30,400[3.6U

[18.1]B

& R 3 0 I 9 7 3

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Welsh Road Landfill SiteInorganic Results Summary

April 1999

Element/CompoundAluminumArsenicBariumCalciumChromiumCopperIronMagnesiumManganeseMercuryPotassiumSodiumVanadiumZinc

BHW

960

[64.818,430[7.41

[6.91B11,4005,1802032.1

[1,320]J7,930T1.31J29.1B

BHW-F

[80.8JB

[61.419,250

[13.3]B108B5,4502071.7

[1,270]7,950

[15.31BAll results reported in ug/L - micrograms per liter.J - Approximate value. Actual concentration may be higher or lower than reported value.K - Biased high. Actual concentration expected to be lower.L - Biased low. Actual concentration expected to be higher.B - Not detected substantially above the level reported in laboratory or field blank.[ ] - As values approach the instrument detection limit the value may not be accurate or precise.

A R 3 0 I 9 7 1 *

Page 15: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

Welsh Road Landfill SiteOrganic Results Summary

April 1999

Element/CompoundAnthracene

Benzo(a)anthraceneBenzene

bis(2-Ethylhexyl)phthalateCarbazole

Chlorobenzene4-Chloro-3-methylphenol

Chrysene1,2-Dichloroethene (total)

1 ,4-DichlorobenzeneDiethylphthalate

Di-n-butylphthalateDi-n-octylphthalate

FluoranthraceneFluorene

NaphthalenePhenanthrene

PhenolPyrene

Element/Compound

alpha-ChlordaneBenzene

bis(2-Ethylhexyl)phthalateButylbenzylphthalate

Chlorobenzene4-Chloro-3-methylphenol

Chrysene1 ,4-Dichlorobenzene

DiethylphthalateDi-n-butylphthalateDi-n-octylphthalta

Naphthalene

EPAW-l

2B

20B

EPAW-5

9B

0.6J2B

0.7B0.8J

EPAW-1A

2B

0.8B

EPAW-5A

3J6B

U

2J2J

0.6B

U

EPAW-2

4J2B

2JU

2J12B0.6B

U

EPAW-6

2J0.8B

U

U0.9B0.6B

EPAW-2A

3J3B

4JU2B

0.9B

3J

EPAW-6A

U2B

2J

U0.5BIB

EPAW-3

6J11B

4J

3J0.8BIB

2J

0.6J

MW-2

4B

0.6B

EPAW-4

3J2B

2J

2JJ6B

0.7B

0.6J

MW-3

3J2B

4J

3J0.5B

EPAW-4A

4J0.6J2J2B2J4J2J

0.7J

3J0.7BIB

3J2J

4J

2JMW-4

0.026J4J4B

8J

2J6BIB

A R 3 0 I 9 7 5

Page 16: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

Welsh Road Landfill SiteOrganic Results Summary

April 1999

Element/Compound

Benzenebis(2-Ethylhexyl)phthalate

ButylbezylphthalateChlorobenzene

1,2-Dichloroethene (total)1,2 - Dichlorobenzene1 ,4-Dichlorobenzene

DiethylphthalateDi-n-butylphthalate

Naphthalene

MW-5

2J3B

2J

2J

MW-6

IB

14B

MW-7duplicateof MW-5

4J3B

4J

2J0.8B

MW-8duplicateofMW-4_

2J

542J2J2J

U4B

SMW-4

3B

0.7J0.7B0.7B

SMW-6

2B

DERW-2

5J3B

4JUU3J

0.6B0.9B0.6J

BHW

3B

U

0.5J

All results reported in ug/L - micrograms per literJ - Approximate value. Actual concentration may be higher or lower than reported value.B - Not detected substantially above the level reported in laboratory or field blank.

R R 3 0 I 9 7 6

Page 17: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

Attachment 2

Well Logs

A R 3 0 1 9 7 7

Page 18: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOUS^Well Purging FormCOMPANY-

CLIENT.

PROJECT:

SITE/AREA:

Attend fill

LOCATION ID:

DATE

SAMPLER:

SIGNATURE:

\-L

L/\.

WELL OBSERVATIONS

CASING & UD: 6ty DAMAGED - HEAVED - NO LID LOCKED: (fpX NO KEY NO:

WELL DIAMETER: 2' -^X r • 8' • OTH: _ BOREHOLE DIAMETER: fr

VAPOR READINGS: PID-RD- OTHER: - BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON • FLT - SNK

_

j/EASURING POINT: TIC • TOC • GRS

_ INSIDE WELL _

THICKNESS: _ IN-CM SHEEN: YES - NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A-B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR: .

(G) CASING VOLUME (DxE):

(H) SANDPACKVOLUME(CxF):

<F>MBMP

ejF-LPM

Casing Factor (GPF for Inches) • 0.041 (Well Diameter)*

2' - 0.18; 4' - 0.85; V - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for inches)- [0.041 (Hole Diameter)2-0.041 (Well Diameter)*] 0.45

(0 TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ): £% .£

PURGING INFORMATIONPURGE ENDPOINT: VOLUME - TIME -igARAMETEflSTSBILEATIgfjV TURBIDITY

PURGING METHOD: BAILER - SlJB. PUM - CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: 0?"

CRITERIA:

DEVICE No.:

PUMP/BAILER INTAKE SCREEN TOP - CREEN/WELL~BOTTOM)- MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN~ ' p ,1ys-K>PURGE WATER: DISCHARGED-TREATED-CSEES

RELD MEASURMENTS IN: FLOW THRU CHAMBER -(

WELL PURGING INTERVAL TO FT-M BMP

STORED IN: TANKS<BRUMSJ NO.:

CASCADING WATER: YES-(@> DEPTH: FT-MBMP

PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME^(FT-M BMP} (QPM-OAL)

TURBID

•ITY

(NTTJ)

RELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre Purg«Readings

A.IM. A

JL 6-1

s

Readings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME/ #6 €%£ - L RECOVERY: FAST - SLOW - V.SLOW

\. : / 2. ^£.. ^KlM^ . FIELD MEASUREMENT CODES ^"^^^^^^^•^^^^^

: MTP-Temperature fC) MCL-Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In WellMSC-SpecJfteConduct«noe(mS/cm) MPH-pH MO1-Other: MD2 • DTW In WellMPD - Photoloniar (e.g.. HNu) MEH-Eh MO2- Other MD3-DTWInWell

MD4-DTWInWeB

78COPYRIGHT 01990.1994 by Roy F. Wwton, Inc.

Page 19: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY: /J)&4&*-

CUEN

PHOJE

SITE/

p tCPAr.r [ fJ HJL 14BP4. d&XM. &/

^/

CASING & LID: @- DAMAC

WELL DIAMETER: 2' ^6

VAPOR READINGS: PID-R

CHECKED FOR NAPL LAYS

PURGfo(A) DEPTH TO WELL BOTT

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIG

(E) CASING VOLUME FACT

(F) SAND PACK VOLUME F

(G) CASING VOLUME (DxE

(H) SAND PACK VOLUME (<

&M^ si&>ta

U*L

3ED -HEAVED -

-B'-OTH:

0 -OTHER;

\. YES- NO

ir». „ D;

W££'7

SI

5CAT10N ID

VTE

kMPLEH:

3NATURE

£P/\ - /fj

M?-f¥,/jft y^

WELL OBSERVATIONS

NO LID LOCKED: |fi|- NO KEY NO: (Tldst-

BOREHC

OBSERVED: NC

JG CALCULATIONS

OM% J<?' ^

t

_£,•fT(A-R); i

OR:

ACTOR: /

P: ^= xF): /

tf <&

" S ^'••3 &

LEDIAME

BACKGRI

1N-FLT-J

•MBMP

-MBMP

•M

// ^-M

b4^ &fifab GF

^•^ GA

N|£

4<- STICKUP:

\P \

w «•:

FT-M

FER: ff <1S-CM MEASURING POINT: TIC - TOC - GRS

DUND: iNsinewPii-

5NK THICKNESS: IN-CM SHEEN: YES - NO

Casing Factor (GPF for Inchea) - 0.041 (WaO Dlame

2' -0.1 8; 4' -0.85; 8^ -1.47; 8' -2.81 GPF

Sand Pack Factor (GPF for Inches)

" [0.041 (Hole Diameter)* -0.041 (Well Diameter)2] (

iF-LPM w TOTAL WELL VOLUME (

F-LPM(J) VOLUMES TO BE PURG

1-L

7-£lfi GAL-L (K) TOTAL PURGE VOLUME

G + H): ^f-0^

ED: T^X^

so«* X^7^

ter)*

).45

GAL-L

g*K

PURGING INFORMATIONPURGE ENDPOINrCvOLUMfex- TIME -PARAMETER STABILIZATION. TURBIDITY CRITERIA: %X /Thf u^ -

PUHGING METHOD RAILPR .'STJiTpLIMk- CENT. PUMP . PACKER A PUMP . OTHER:

DEVICE DESCRIPTION: ^ " GtuJcUt . &U*~£)

PUMP/BAILER INTAKE

DEVICE No.:

SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED • TREATED - STORED ONSITg STORED IN: TANKS -.BRlJM*

RELD MEASURMENTS IN:

WELL PURGING INTERVAL

TIME

DEPTHTO

WATER

(FT-M BMP)

PURGERATE orVOLUME

(QPM-QAU

TOTAL PURGE TIME:

FLOW THRU CHAMBER • OPE

TO FT-M

TURBID

-ITY M

(NTU) 8(

NJAR CASCADING WATER: YES •

BMP PURGE DEPTH TO WAT

RELD MEASUREMENTS AND UNITS

TP^_/.

5 NO.:

NO DEPTH: FT

ER (MAM: FT-

•MBMP

MBMP

COMMENTS

Pra PurgeReadings

Post PurgeReadings

HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST • SLOW - V.SLOW

v .-.-• -.-.. -.-.- •".-•.•-.. ..-• .- ".v :.::•:•" : :: .::•: .>.,,".».>>•.•. :: Rtf_D MEASIJB^MPNT CODES V •"-"• -.vv^ :; ^^^^^^^^^

MTP - Temperature CC.) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In WellMSC- Specific Conductance (mS/cm) MPH-pH MO1- Other: MD2 • DTW In WellMPD-Pnotoionlar(e.g..HNu) MEH-Eh M02- Other MDfl - DTW In WellMFD - Ftamt tartar (e g OVA) MAL - Alkalinity MO3- Other MFU . DTW In Wall

••••••v-™>»»Xv:

CCPYRJQHT 01990.1894 by Hoy F. Wwton, Ire. JULY19W Q070794

Page 20: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

CCMP

CUES'

PROJE

SITE/

*NY' LL/JfyZ.

r- £^r^/*T* *J ^^TT^^L-

incA'

CASING & UD: (€K) DAMAC

WELL DIAMETER: ¥•£)-*'

VAPOR READINGS: PID-R

CHECKED FOR NAPL LAYEf

PURGfo(A) DEPTH TO WELL BOTT

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGI

(E) CASING VOLUME FACT

(F) SAND PACK VOLUME F

(G) CASING VOLUME (DxE

(H) SAND PACK VOLUME ((

fyL.

}

ibfL

5ED -HEAVED -

-8'-OTH:

D- OTHER:

\. YES -NO

\ r

n><?i51

JCATION ID:

^TE.

AMPLER:

QNATURE:

/-

A

^rAt'O -^4 &>£•??

f/fl let/%1

WELL OBSERVATIONS * »U I

NO UD LOCKED: i@ - NO KEY NO: LUH

BOREHOLE DIAMETER: ^

RACXGROUND:

• i?3^ "; ffmS^. f-

w^^^^y '^^a^a

STICKUP: FT-M

(ff>CM MEASURING POINT: TIC- TOO- GRS

iMeincwoi.

OBSERVED: NON- FIT- SNK THICKNESS: _

IG CALCULATIONS•)U- //LS /F^

^T(A.R)- ,

OB-.

ACTOR: /

=):

3xF):

-MBMP

-MBMP

/k> &-M

tftf «LM

. T <Sf

?^J^ qf/CO el/y7-//7 ^

IN-CM SHEEN: YES -NO

Casing Factor (GPF tor Inches) - 0.041 (Wall Diameter)*

2'- 0.16; 4' - 0.65; V - 1 .47; 8' - 2.81 GPF

Sand Pack Factor (GPF for Inches)

° [0.041 (Hole Diameter)2 - 0.041 (Well Diameter)2] 0.45

•t-PM (I) TOTAL WELL VOLUME (

!F"LPM (J) VOLUMES TO BE PURG1-L

1-L (K) TOTAL PURGE VOLUME

G + H): /^X ^ ^>L-L

ED: /3

•w- gyj.fi GM-LPURGING INFORMATION

PURGE ENDPOINT: VOLUME - TIME - P^ ETCRJTABjU2 riON> TURBIDITY

PURGING METHOD: BAILER - ffljlQuMP - CENT. PUMP - PACKER & PUMP -

DEVICE DESCRIPTION: J? ''<&Df)fLX^ Dof^P

CRITERIA:

OTHER:

DEVICE No.:

PUMP/BAILER INTAKE SCREENTOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - SJSBEB~6R3TTB STORED IN: TANKS - BRTJHB NO.: ^u - - .

FIELD MEASURMENTS IN:

WELL PURGING INTERVAL:

TIME

/o s\ S\

/ i^\.^\/••• sJ J

MtfttfaMtfo

tirfKW

DEPTHTO

WATER(FT-M BMP]

PURGERATE orVOLUME

(QPM-QAL)

FLOW THRU CHAMBER • OPE

TO FT-M

TURBID

-ITY M

(NTU) °(

fe •

t

tt

}.

/'•

I

NJAR CASCADING WATER: YES-

BMP PURGE DEPTH TO WAT

RELD MEASUREMENTS AND

TP M•H

^ M&J1 C.I• (. &1 Li1 •$l 61,1 U

fond

6k.4*1

l/J.frfi/,9•il.ts9?

TOTAL PURGE TIME JV/'fWlrtRS TOTAL PURGE VOLUME 3$£>

:-. v>.:-.v: ••».•••>•:•••::•: T-V^.X-HX.-.X-- vsx»y "x:/x<:xsx : RELD MEASUREMENix>; MTP - Temperature f/C.) MCL- Color MDO-

:> - ,: MSC - Specific Conductance (mS/cm) MPH - pH MO1 •.< \ t MPD - Photoicnlar (e.g.. HNu) MEH - Eh M02 -

UNITS

NO DEPTH: FT-M BMP

ER (MAX): FT-M BMP

COMMENTS

/ffl&iZ&di'fofidt.&t"Pre Purge / C^ fReadings >v/ '

Fust PurgeReadings

fiA-L RECOVERY: FAST - SLOW - V.SLOW

CODES ->™>"™v:v>X-'S

Dissolved Oxygen (mg/L) MD1 - DTW In Well ~»™x--»j

OtherMUZ . u i n in wan •.•.•.•.•.•.•.-.•.-.-.-.• iMns.mwifiw.il ^-^sxh!D4:DTWJnW.a . ^ ^ 1?

COPYRIQHTC1980,1994 by Hoy F.We«on,lnc./_3 / (j /(j 7 JULY 1904 0070794

Page 21: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOUS^Well Purging FormCOMPANY: LU-&4'-&*

CUENI

PROJE

SITE/;^

nr- ^^J?

^RFA'

I-&£

|r

Dt

S4

SI

1CAT10N ID:

kTE:

iMPLER:

3NATURE:

£Tt

f

WELL OBSERVATIONS

CASING & LID: (6^v DAMAGED - HEAVED • NO LJD LOCKED: Yj§>- NO KE^-^^ s-\ £/ /

WELL DIAMETER: V •©• V - 8' - OTH: 7 BOREHOLE DIAMETER: /a

VAPOR HFAniNGS- Pin . PH . QTHPP- BACKGROUND:

^^ i -^yr*

/

<M

•?f)/2i

YNO: /rO<>*-

_*CM

CHECKED FOR NAPL LAYER: YES -NO OBSERVED: NON • FLT - SNK THICKNESS:

PURGING CALC

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(C) SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

PURGE ENDPOINT: VgCUM^TIME-

PURGING METHOD: BAILER • SXtfL

DEVICE DESCRIPTION: ¥ "

PUMP/BAILER INTAKE:

PURGE WATER: DISCHAI

FIELD MEASURMENTS IN:

WELL PURGING INTERVAL

TIME

DEPTHTO

WATER(FT-M BMP)

Jfa*

/ ^

PURGERATE orVOLUME

(QPM-OAL)

'#Jtfc*

y

TOTAL PURGE TIME

ULAT10NS// FT

Vn•/£•ji .^ /'t ^ j *

7fr>£-J.

•MBMP

FT-M BMP

FT•M

/ FT-M

'T GF

? GF

6>3 GA

MEASU

IN

/S

STICKUP:

RIN

ISID

N-C

Casing Factor (GPF for Inches) -

2'- 0.18; 4' - 0.65; B4-

^ 1P.:— 9 ••

FT-M

3POINT:TlC-TOC-GRS

EWF1L-

M SHEEN: YES -NO

0.041 (Well DIame

1 .47; 8' = 2.81 GPF

Sand Pock Factor (GPF for Inches)= [0.041 (Hole Diameter)* - 0.041 (Well Diameter)*] I

F-LPM {|) TOTAL WELL VOLUME (G +

F-LPM(J) VOLUMES TO BE PURGED:

1-L

H):

^ GAL-L (K) TOTALPURQEVOLUMEOxJ):

PURGING INFORMATIONPARAMETER STABILIZATION • TURBIDITY

!EUMP>- CENT. PUMP - PACKER & PUMP -

(&<&• &t#T*fl

&*/?<£

^

^v-?

tat)>

3.45

GAL-L

GAL-L

CRITERIA: %)(

OTHER:

DEVICE No.:

SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

1GED - TREATED - STORED ON

FLOW THRU CHAMBER • OPE

TO FT-M

TURBID

-ITY

(NTU)

sj? d

<-l$\

HRS

MTP°C.

•*• - >X.

- 4*'•

SJJB S-

NJAR (

BMP

PORED IN: TANKS -£iRTJ NO.:^=r~

MSCADING WATER: YES - NO DE

PURGE DEPTH TO WATER (MA>

RELD MEASUREMENTS AND

fW&>»&&? ,/

~^£^ ft.

*l /

9/^

TOTAL PURGE VOLUME

UNITS

^a ./

GAL-L

^fPTH: R

0: FT-

-M BMP

MBMP

COMMENTS

Pre PurgeReadings

Poat PurgeReadings

RECOVERY:

-. .YYY>. -: T; •••••>"»,:,»:.:•»:•. ••;.• - •;;. .::»:::. : •» •"-•:. •.-.-:.:••...•• : FIELD MEASUREMENT CODES "."vs.-: :-.->:: ^^ •

':•: MTP - Temperature (*C.) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 •' '. . USn . Sp«««e Condurtanea (mS/em) MPH - pH MQ1 • Ot**r- MD2 -

• ' v MPD - Photoionizer (e.g.. HNu) MEH - Eh MO2 - Other MD3 ••' •> '--'-•- MFD - Flame lorizar (a g OVA) UA1 - AiiraiinHu una . othw uru .

FAST- SLOW- V.SLOW

nrwinw.ii ;;;;;;;;;;;:mwinw«ii ••;;;;;;-;;:.

•DTWInWell ^olsyrrrw in w«ii =••;•;;•;;;;.

COPYRIGHT C1990,1994 by Roy F. Weetcn, Ire. JULY 1964 Q07Q794

Page 22: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging FormCOMPANY- /#/ 2S»JO

CUEN'

PROJE

SITE/

r- ^/

err /•C'. ei-fl

iDFA-

CASING & UD:£OK) DAMAC

WELL DIAMETER: 2'-@)-6

VAPOR READINGS: PID-R

CHECKED FOR NAPL LAYEf

PURGIh

(A) DEPTH TO WELL BOTT

(B) DEPTH TO WATER:

(C) SAND PACK LENGTH

(D) WATER COLUMN HE1G

(E) CASING VOLUME FACT

(F) SANDPACKVOLUMEF

(G) CASING VOLUME (DxE

(H) SAND PACKVOLUME (I

911.J&iL-

3ED- HEAVED-

-8'-OTH:

0. OTHER-

1: YES -NO

ir

D;SA

SI

(CATION ID:

kTE

iMPLER:

3NATURE

£Pr1 -3Z/.4&r &4

AJ/r) -&>A

WELL OBSERVATIONS

NO LJD LOCKED: ^ - NO KEY NO: fLteMlL

'• 37 ':' l m . \

''•'• ^^^^. ^^^«v

STICKUP: FT-M

BOREHOLE DIAMETER: 6 ytfCM MEASURING POINT: TIC - TOC - GRS

BACXGROUND: INSine: \A/PI I .

OBSERVED: NON-FLT-SNK THICKNESS:

JG CALCULATIONSDM- /Off FT

<.

WT (A . H)-

OR-

ACTOR:

•MBMP

fa£> FT-M BMP

7* 1 FT•M

" T FT-M

tk^ GF

'Qo<3& GF

=): ^2V&" GA

1N-CM SHEEN: YES - NO

Casing

2'm

Factor (GPF for Inches) - 0.041 (Well Diameter)*

0.16; 41 -0.65; 6' - 1 .47; 8' = 2.61 GPF

Sand Pack Factor (GPF for Inches)

= [0.041 (Hole Diameter)* -0.041 (Well Diameter)*] 0.45

F-LPM (|) TOTAL WELL VOLUME (

F-LPM(J) VOLUMES TO BE PURG

J.-L

3xF): 4A-M GAL-L « TOTAL PURGE VOLUME

PURGING INFORMATIONPURGE ENDPOINT: VgCUME^TlME • PARAMETER STABILIZATION - TURBIDITY

PURGING METHOD: BAILER - SUB. PUMP • CENT. PUMP - PACKER & PUMP •

DEVICE DESCRIPTION: $ <&&s<k-Us>- /l y£)

PUMP/BAILER INTAKE:

PURGE WATER: DISCHAI

RELD MEASURMENTS IN:

WELL PURGING INTERVAL:

TIME

DEPTHTO

WATER(FT-M BMP:

4/

PURGE

RATE or

VOLUME(QPM-QAL)

\uu&n

s~\

TOTAL PURGE TIME^K '

SCREENj/OP

1GED-TREATE

FLOW THRU C

TO

TURBID

-ITY M

(NTU) °(

(L 6tos%,

% &tA

/ *

CRITERIA:

OTHER;

G + H): v3/ - ^/ QAL-L

ED: -3

:(lxJ): X^//7 GALi

*y**A^

DEVICE No.:

- SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVELS-MOVED UR/DOWN

3 - STOfiED ONSJIP STORED IN: TANKS - DRUMS

5HAMBER-OPE

FT-M

V>=TLNJAR CASCADING WATER: YES-

BMP PURGE DEPTH TO WAT

RELD MEASUREMENTS AND

IP^

dtt* ,3\

&1~&

/ 16 tf

' fa%'(<&&

5 HRS TOTAL PURGE VOLUME

" ••>•".:•>••• .-••••>••••>• ••> ":~;~;:-":::;;::;;;;::.;::. :;;;;-;;;:::;::. : :..::•» FIELD MEASUREMEN

:> MTP • Temperature (*C.) MCL- Color MDO-(. MSC - Specific Conductance (mS/cm) MPH-pH MO1 •

• -i MPD • Photoionlzer (e.g.. HNu) MEH-Eh MO2-

UNITS

(S>V'faW<s(./

i NO.: Ky / $ '/?6Uwv^

NO DEPTH- FT-M BMP

ER (MAX: FT-M BMP

COMMENTS

Pre PurgeReadings

Post PurgeReadings

GAL-L RECOVERY: FAST - SLOW - V.SLOW

CODES •• •;;::.:xx";~xx::::~;;~;~ ^Dissolved Oxygen (mg/L) MD1 - DTW In Well IS d

Other:MUZ - u i w in wen ™™/™v

MP^» - f>TW In Wall v>»~»~yMrw-nrrwinMtaii ••••••;;;;;:-

COPYRIQHT 01990.1994 by Roy F. Wwton, Inc. JULY 1994 0070794

Page 23: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOL/S® Well Purging Form

COMPANY: UyJ^ f

CUEN

PROJE

SITE/

r. ^p/jrr- /J^^J^ &L&

APP4-

ir

" i f O t

^If^tjf^— s<u

SI

JCAT10N ID:

kTE.

iMPLER-

3NATURE:

JEM -4

£_

</&<A , 7

s

$><?

'5

WELL OBSERVATIONS .

CASING & UD: £K>DAMAGED - HEAVED - NO UD LOCKED: YE&- NO KEY NO: U^4^

WELL DIAMETER: 2' ) 61 - 8' - OTH

VAPOR READINGS: PID - RD • OTHEF

CHECKED FOR NAPL LAYER YES - N

PURGING CALC(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

PURGE ENDPOINT: VjotUME* TIME •

PURGING METHOD: BAILER - Stfi

DEVICE DESCRIPTION:

: BOREHO

t

O OBSERVED: NC

ULAT10NS/// FT

LEDIAME

BACKGRC

N-FLT-S

FER: (£

DUND:

:• -g ::::

••• ( ^^ i.. \ ^^S/ :

^^^ (8

STICKUP: FT-M

^_<D5l4M MEASURING POINT: TIC - TOC - GRS

IWSinPM/BII.

NK THICKNESS:

•MBMP

tff FT-M BMP

/ / FT•M

-^^ FT-M

lb<^ GF

/ QO^jb GF

_£/0- 7-0 GA

IN-CM SHEEN: YES -NO

Casing Factor (GPF for Inches) - 0.041 (Well Diameter)*

21- 0.16; 4'- 0.65; 6* - 1.47; 8' -2.61 GPF

Sand Pack Factor (GPF for Inches)

" [0.041 (Hole Diameter)* - 0.041 (Well Diameter)*] 0.45

F-LPM (|j TOTAL WELL VOLUME (G +

F LPM(J) VOLUMES TO BE PURGED:

1-L

H): /cT- T GAL-L

y^T GAL-L (K) TOTAL PURGE VOLUME (IxJ): J^ , f GAL-L

PURGING INFORMATIONPARAMETER STABILIZATION - TURBIDITY

TRAP - CENT. PUMP - PACKER & PUMP -

CRITEHIA: /

OTHER-

DEVICE No.:

PUMP/BAJLER INTAKE SCREEN TOP - CREEN/WELL BOTTOM - MttTSCflEEN/WJfcL

PURGE WATER DISCHARGED - TR

RELD MEASURMENTS IN: FLOW Tl

WELL PURGING INTERVAL ==

TIME

DEPTHTO

WATER(FT-M BMP)

PURGE TURBIDRATE or .VOLUME

(QPM-<JAL) (NTU)

]#^£jl

EATED-8T§EED-ON

HRU CHAMBER -OPE

TO FT-M

SffE S'

NJAR (

BMP

CORED IN: TANKS -a

- WATER LEVEL - MOVED UP/DOWN

ifiUMS* NO.: < / ^ i '>^^—

^SCADING WATER: YES - NO

PURGE DEPTH TO WATER (

RELD MEASUREMENTS AND

MTP°C.

fa&£- di-/

//)//-f

TOTAL PURGE TIME: HRS TOTAL PURGE VOLUME

•:• "•••:»:• .- :-:.--::»"--"v>: :•::.. tiz tzxxx:: ^ HELD MEASUREMENi

:4 MTP - Temperature (*C.) MCL - Color MDO •ox-.: MSC - Specific Conductance (mS/cm) MPH - pH MO1 -

>M^MPD-Photolonizer(e.g..HNu) MEH-Eh M02-•:»:••:•» MFD -Flame Ionizer (e.g., OVA) MAL- Alkalinity MO3-

UNITS

GAL-L

CODES •"••H::-™:™

Dissolved Oxygen (mOfh«r

OtherOther

DEPTH: FT-M BMP

MAX): FT-M BMP

COMMENTS

Pre PurgeReadings

Post PurgeReadings

RECOVERY: FAST- SLOW -V.SLOW

0/U MD1-MD2-MD3-MD4-

DTW In Well 'mMtzDTW In Wall ••»~~v»X-DTW In Well H1IDTWhWell '$x$m

COPYRIGHT 01990,1994 by Roy F. WMten, Inc. JULY 1964 G070794

Page 24: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^WeU Purging Form

COMPANY:

CLJENT:

PROJECT:

SITE /AREA:

LOCATION ID:

DATE

SAMPLER:

SIGNATURE:

WELL OBSERVATIONS

CASING & UD: <<5K> DAMAGED • HEAVED - NO UD LOCKED: JriS;- NO KEY NO: iU»jUt-- STICKUP:^—^ *~S j 7 i —

'43 IN-CM MEASURING POINT: TIC - TOC - GRS

FT-M

WELL DIAMETER: V •£>«•• 81 - OTH:

VAPOR READINGS: PID • FID • OTHER:.

BOREHOLE DIAMETER: _

BACKGROUND:

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT. SNK THICKNESS:

INSIDE WELL:

IN-CM SHEEN: YES-NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A • B): .

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SANDPACKVOLUME(CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for inches) - 0.041 (WeB Diameter)*

2' - 0.16; 4' - O.B5; 81 - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for InchM)

• [0.041 (Hole Diameter)* - 0.041 (Well Diameter)*] 0.45

(0 TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ):

GAL-L

GAL-L

PURGING INFORMATIONPURGE ENDPOINT: #OLUME - TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER •_SUB*£UMP - CENT. PUMP - PACKER & PUMP - OTHER:.

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE:

DEVICE No.:

SCREEN TOP - SCREEN/WELL BOTTOM - MflrJCEEEN/WEll WATER LEVEL - MOVED UP;

PURGE WATER: DISCHARGED - TREATED • SlflfiEDloNSrfi' STORED IN: TANKS - gSpMS NO.:

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR CASCADING WATER: YES - NO DEPTH:

WELL PURGING INTERVAL TO FT-M BMP PURGE DEPTH TO WATER (MAX):

M BMP

FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP] (QPM-OAL)

TURBID

-ITY

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP8C.

COMMENTS

Pre PurgeReadings

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

:? MTP - Temperature (*C.):::>?:V MSC - Specific Conductance (mS/cm) MPH - pH M01 • Other.W-.MPD-Photoloniar (e.g.. HNu) MEH-Eh MO2-Other>:p< MFD-Flame loriar(e.fl., OVA) MAL-AUaUntty MO3-Other

RELD MEASUREMENT CODES ^^^^^^y^^^^m^ l

MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW in WellMD2-DTWInWellMD3-DTWInWellMD4-DTWInWeil

COPYRIGHT 01990,199* by Roy F. WMon, Inc. JULY1S04 0070794

Page 25: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS®Well Purging Form

COMPANY:

CUENT:

PROJECT:

SITE/AREA:

LOCATION ID:

DATE

SAMPLER:

SIGNATURE:

. X5

WELL OBSERVATIONS

CASING & LID: OK - DAMAGED - HEAVED - NO LID LOCKED: YES - NO

WELL DIAMETER: 2' -$- V • 8' - OTH: _ BOREHOLE DIAMETER:

VAPOR READINGS: PID- FID -OTHER: _ BACKGROUND:

KEY NO:

0

ST1CKUP: FT-M

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT - SNK THICKNESS:

MEASURING POINT: TIC - TOC - GRS

INSIDE WELL _

IN^M SHEEN: YES - NO

7?

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A -B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPFfer Inches) - 0.041 (WaH Dlamatar)*

2' - 0.16; 4' - 0.85; 8' = 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for inchaa)- [0.041 (Hoto Dlamatar)* • 0.041 (Wall DlarrMtar)*] 0.45

(D TOTAL WELL VOLUME (G + H): ///• / GAL-L

(J) VOLUMES TO BE PURGED: $_

(K) TOTAL PURGE VOLUME (I x J): GAL-L

PURGING INFORMATIONPURGE ENDPOINT: VOLUME - TIME • PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER - SjtiajijMP - CENT. PUMP - PACKER & PUMP - OTHER-

DEVICE DESCRIPTION: ^ 'tfatduf-*- DEVICE No.:

PUMP/BAILER INTAKE: Q5P - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED • TREATED • STOBED^ONSffE STORED IN: TANKS - gRggS1 NO.: g^a^^_^_

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR CASCADING WATER: YES - NO DEPTH: FT-M BMP

WELL PURGING INTERVAL TO FT-M BMP PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP] (QPM-OAL)

TURBID

-ITY

(NTU) ,

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

/T_

Pra PurgaRaadlngs

Post PurgeRaadlngs

TOTAL PURGE TIME: HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST - SLOW - V.SLOW

^^ . ^ iE^ZZJz^Zt -;: FIELD MEASUREMENT CODES fZZ 'MD^ l SSSSSSSSS;MTP - Tamparaturt rtj MCL - Color MDO - Dlssolvad Oxygan (mgAJ MD1 - DTW In WallMSC - Spacffic Condud«nea (mS/cm) MPH-pH M01-0thar MD2 - DTW In WallMPD - Photoloniar (a.g.. HNu) MEH-Eh M02-OtharMro-FlB™lonl»r(a.8/,pVA) MAL-AUealWty MOS-OttMr

MD3-DTWInWallMD4-DTWInWall

COPYRIGHT e 1980.1994 by Roy F. Vtoton, Inc. JULY 1984 G070794

Page 26: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging FormCOMPANY:

CLIENT:

PROJECT:

SITE /AREA:

LOCATION ID:

DATE.

SAMPLER:

SIGNATURE:

-T5

WELL OBSERVATIONS

CASING & LID: OK - DAMAGED - HEAVED - NO LID LOCKED: YES - NO KEY NO:

WELL DIAMETER- 2' -@} 8' - 8' • OTH: BOREHOLE DIAMETER: ^

VAPOR READINGS: PID - RD • OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON-FLT-SNK THICKNESS:

MEASURING POINT: TIC - TOO - GRS

INSIDE WELL

IN-CM SHEEN: YES - NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B): _

(E) CASING VOLUME FACTOR:

(F) SAND PACKVOLUME FACTOR: _

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (Wall Dlametsr)*

2" - 0.16; 4' - 0.85; 8" - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF tor inches)» [0.041 (Hoi* Diameter)*- 0.041 (Well Diameter)2) 0.45

(I) TOTAL WELL VOLUME (G + H): <s?7-/3 QAL-L

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ): frfr . 4L GAU-

PURGING INFORMATIONPURGE ENDPOINT: \<bLUM£- TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER - SJ BJMP • CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: ?'' /Uz'T fl DEVICE No.:

PUMP/BAILER INTAKE SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEV

PURGE WATER: DISCHARGED • TREATED • STgREcTONSilE STORED IN: TANKS-^MS1 NO.:

FIELD MEASURMENTS IN: FLOW THRU CHAMBER • OPEN JAR

WELL PURGING INTERVAL: TO FT-M BMP

CASCADING WATER: YES - NO DEPTH: FT-M BMP

PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

(FT-M BMP} (QPM-OAU

DEPTHTO

WATER

PURGERATE orVOLUME

TURBID

-ITY

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

li :^ZM! ; *M $bi£:. F1EID MEASUREMENT CODES : ^ ^ : ^ ^ ^ S.

MTP - Temperature (•£) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well. MSC - Specific Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In Well' MPD - Phototonizer (e.g., HNu) MEH-Eh MO2-Other MD9 - DTW In Well

MFC| -;Flame.lentnr (e.g., pyA) MAL-AUcalWty; MO3_-;Ottier ____.^____ M.P4..:.DT>y.!n..Wea

COPYHIQHT 01890.1904 by Hoy F. Wwton, Inc. JULY 1004 0070784

Page 27: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY:

CLIENT:

PROJECT:

SITE/AREA:

LOCATION ID:

DATE

SAMPLER

SIGNATURE:

WELL OBSERVATIONS

CASING & LID: K^DAMAGED - HEAVED - NO UD LOCKED: Yj|- NO KEY NO:

WELL DIAMETER: 2' •$• 8' • 8' • OTH: BOREHOLE DIAMETER: jP" IN-CM

VAPOR READINGS: PID • RD • OTHER: BACKGROUND:

ST1CKUP: FT-M

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON-FLT-SNK THICKNESS:

MEASURING POINT: TIC - TOO - GRS

INSIDE WELL

IN-CM SHEEN: YES - NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A -B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-MBMP

FT-M

FT-M

Casing Factor (GPFfor Inches) - 0.041 (Well Diameter)*

21 - 0.1 B; 4' = 0.65; V - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for inches)= [0.041 (Hole Diameter)'-0.041 (Well Diameter)2] 0.45

GPF-LPM {|j TOTAL WELL VOLUME (G + H):

GPF-LPM

GAL-LO^^ (K) TOTAL PURGE VOLUME (I xJ):

(J) VOLUMES TO BE PURGED:

GAL-L

GAL-L

PURGING INFORMATIONPURGE ENDPOINTCyOLUMB^ TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER - OEjUMP - CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: ty'j}<£*»$ DEVICE No.:

PUMP/BAILER INTAKE »-TCREEN/WELLBOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - STCgllLQNS^E STORED IN: TANKS -(OgyMS5 NO.:

FIELD MEASURMENTS IN: FLOW THRU CHAMBER • OPEN JAR

WELL PURGING INTERVAL: TO FT-M BMP

CASCADING WATER: YES-NO DEPTH:.

PURGE DEPTH TO WATER (MAX):

FT-M BMP

FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP) (QPM-OAL)

TURBID

-ITY

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP8C.

COMMENTS

Pre PurgeReadings

a-

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

\ - ':;. :.I .l S- ^ ^ :i l . FIELD MEASUREMENT COOES • ^E^^^^^S^^M^^MTP • Temperature pi) MCL -Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well

gMSC-Spedflc Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In Well:->-MPD-Pnotolon!ar(e.g..HNu) MEH-Eh MO2-Other:"" MFD - Rarne lortzsr (e. ., OVA) MAL_-.ABoiWty MO3: 9*er

MD3-DTWInWellMD4-DTWInWell

COPYRIGHT 01990,1994 by Roy F. W«ton, Inc. JULY 1984 3070754

Page 28: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

Purging Form

COMPANY:

CUENT:

PROJECT:

SITE/AREA:

f' f *

LOCATION ID:

DATE:

SAMPLER:

SIGNATURE

WELL OBSERVATIONS

CASING & LJD: .( DAMAGED • HEAVED - NO LID LOCKED: YES - NO KEY NO: ff& C&&<^ STICKUP: FT-M

WELL DIAMETER: (^X 4' - 61 - 8' - OTH: BOREHOLE DIAMETER: 6 IN-CM MEASURING POINT: TIC - TOG - GRS

VAPOR READINGS: PID-FID- OTHER BACKGROUND: INSIDE WELL

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT • SNK THICKNESS: IN-CM SHEEN: YES - NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A-B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

Cuing Factor (GPF for Inches) • 0.041 (Wall Diameter)*

2' - 0.16; 4' - 0.65; 6' «• 1.47; 8" - 2.61 GPF

Sand Pack Factor (GPF for Inches)

= [0.041 (Hole Diameter)* - 0.041 (Well Diameter)2] 0.45

GPF-LPM (|) TOTAL WELL VOLUME (G + H):

GPF-LPM

GAL-L

GAL-L

(J) VOLUMES TO BE PURGED:

GAL-L(K) TOTAL PURGE VOLUME (I xJ): GAL-L

PURGING INFORMATIONPURGE ENDPOINT: V&UJM&i TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER -rStjiTPUMP- CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE:

DEVICE No.:

SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL • WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - S^eHeD^N3f?E STORED IN: TANKS - gUMS* NO.: { /%m*~ —

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR CASCADING WATER: YES - NO DEPTH: _ FT-M BMP

WELL PURGING INTERVAL _ TO _ FT-M BMP PURGE DEPTH TO WATER (MAX): _ FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP] (QPM-OAL)

TURBID

•JTY

(MTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

/;/::;i/;/:: !- :/J//!/;!;://:/ ^ RELD MEASUREMENT CODES ±^m^ Mi ^ ^ ^ .

> MTP - Temperature (*C.) MCL - Color MDO • Dissolved Oxygen (mg/L) MD1 - DTW In WellMSC-Specific Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In WellMPD - Photoionl»r (e.g.. HNu) MEH-Eh MO2-Other. MD3-DTWInWeH

': MFO - Flame Ionizer (e.Q., OVA) MAL-Alkalinity MO3-Other

COPYRIGHT 01990,1994 by Roy F. WMton, Inc. JULY 1984 Q070794

Page 29: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS®Well Purging Form

COMP

CUEN-

PROJE

SITE/

ANY:

f:

CT /O-

»REA- . .

£l)ddL.A

5/9

VH&. /)

fj iLV

ir

D/

SJ

SI

1CATION ID.

kTE

iMPLER:

3NATURE

^A

V •£

4-$, ~i//iy fa

WELL OBSERVATIONS 1

CASING & UD: . DAMAGED - HEAVED - NO UD LOCKED:-® - NO KEY NO: jA^s ~^^ ,

WELL DIAMETER: ). 4' - 8' - 8' - OTH: BOREHOLE DIAMETER: U) IN-CM

VAPOR HEADINGS! PID - FID . OTHER: BACKGROUND:

CHECKED FOR NAPL LAYER: YES -NO OBSERVED: NON - FLT - SNK THICKNESS:

PURGING CALC(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

PURGE ENDPOINT: VgCO i* TIME -

PURGING METHOD: BAILER - StJB

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE:

PURGE WATER: DISCHAI

RELD MEASURMENTS IN:

WELL PURGING INTERVAL:

TIME

DEPTHTO

WATER

(FT-M BMP)

fie

PURGERATE orVOLUME

(QPM-OAL)

4^

TOTAL PURGE TIME:

ULATIONS^>O FTytfr£f

t / (^

/£> ^*&.£

•MBMP

FT-M BMP

FT-M

2 FT-M

GF?7 GP

b^ GA

W

•***— STICKUP

!®iFT-M

MEASURING POINT: TIC - TOC - GRS

INSIDFJWEIJL

IN-CM SHEEN: YES -NO

Casing Factor (GPF for Inches) - 0.041 (V

2'- 0.18; 4'- 0.85; 8' -1.47; 81-

Sand Pack Factor (GPF for inches)

= [0.041 (Hole Diameter)* -0.041 (Well Dl

P-LPM (i) TOTALWELLVOL

F-LPM(J) VOLUMES TO BE

J.-L

UME (G + H): ^

PURGED:

' GAL4. (K) TOTAL PURGE VOLUME (I xJ): //£

/ell Diameter)2

2.81 GPF

ameter)*] 0.45

GAL-L

*), ^ GAL-L

PURGING INFORMATIONPARAMETER STABILIZATION - TURBIDITY CRITERIA: t -^ X

PUMP - CENT. PUMP - PACKER & PUMP - OTHER:

^3 <4 -W£6^— DEVICE No.:

SCREEN TOP - SCREEN/WEU

WED - TREATED - STOpl N

FLOW THRU CHAMBER - OPE

TO FT-M

TURBID

-ITY

(NTU)

/^

HRS

MTP°C.

^W/

. BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UPJDOWN

SOT STORED IN: TANKS -DRlOM^ NO.: A^^tt^v*-^

NJAR CASCADING WATER:

BMP PURGE DEPTH TC

RELD MEASUREMENTS AND

-*/ /€f<^

TOTAL PURGE VOLUME

UNITS

GAL-L

YES -NO DEPTH: _

3 WATER (MAX):

CC

Pre PurgeReadings

Post PurgeReadings

RECOVERY: FAST

FT-M BMP

FT-M BMP

3MMENTS

•SLOW-V.SLOW

-.-"vx :- : -.-" »•: "r-:;;;~;::;r;;;-;;::. x;;;:~~~::~;:~;: "i-:::::. FIELD MEASUREMENT CODES •::;:::::.:~H:::~;~::-;:;;;;~ ^

>^ MTP- Temperature fC) MCL- Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well snSsdF.----.-».-. MSC - Specific Conductance (mS/cm) MPH-pH M01- Other MD2 - DTW In Well S£EP[• ~~~ MPP - Ph<rtoi<ffi»r (*,g,, HN") MEH-Eh MO2.oth«r MPS - DTW In Will £»»•:»£»]:•••»: -.-:•:•: MFD - Flame lo"**"' '• « OVSA UAL . Aiiuiinttu una . o#mr UDA . rvrw in w«ii :•:•:•:•:•:•>:•:•:•:•:•:•

.::;..:. :-**r"::::A:::::::::.-::":::::\-:~:~:.::::::::::* ::::::::-::::•::::::••::::•-.:::::::••-.*

cr»oocr>

C5COor

COPYRIGHT 01990.1994 by Roy F. Wwton. Inc. JULY 1994 G070794

Page 30: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging FormCOMPANY:

CUENT:

PROJECT:

SITE/AREA:

LOCATION ID:

DATE

SAMPLER:

SIGNATURE

WELL OBSERVATIONS

CASING 4 UD: 6k • DAMAGED - HEAVED - NO LJD LOCKED: YJ=|- NO KEY NO:

WELL DIAMETER: $- 4' - 8' - 81 - OTH: BOREHOLE DIAMETER: U> IN-CM

VAPOR READINGS: PID - FID - OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT - SNK

MEASURING POINT: TIC - TOC - GRS

INSIDE WELLTHICKNESS: IN-CM SHEEN: YES-NO

PURGING CALCULATJOjjIS(A) DEPTH TO WELL BOTTOM: —<J $—

(B) DEPTH TO WATER:

(C) SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B): _

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR: _

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (Wall Diameter)*

V - 0.1 C; 41 - 0.85; V » 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for Inches)- [0.041 (Hole Diameter)*-0.041 (Well Diameter)*] 0.45

(D TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ):

GAL-L

GAL-L

Y

PURGING INFORMATIONPURGE ENDPOINT: V^LJJME'- TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER -/gdaTuMP - CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: s2 £^dus-*-- DEVICE No.:

PUMP/BAILER INTAKE: . BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - STQfiED_QNiff STORED IN: TANKS - BfgjJMS NO.: /

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR

WELL PURGING INTERVAL TO FT-M BMP

CASCADING WATER: YES • NO DEPTH:.

PURGE DEPTH TO WATER (MAX):

. FT-M BMP

FT-M BMP

TIME

(FT-M BMP) (QPM-OAL)

DEPTHTO

WATER

PURGERATE orVOLUME

TURBID

-ITY

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

/ /

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST - SLOW - V.SLOW

^ ^ / • MM: ^ :-M^ FIELD MEASUREMENT CODES ^^^^^^^^^^^^ .• MTP - Temperature PC.) MCL • Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In WellMSC- Specific Conducttnce (mS/cm) MPH-pH M01- Other - MD2 - DTW In Well

: MPD - Pnotoionlxer (e.g.. HNu) MEN -Eh MO2- Other: MFD- Flame tenter JJJLQ., OVA) MAL-AOudWty M03-0idler

MD3 - DTW In Well

CD

CT>

CD

CCCOPYRIGHT C1890,1994 by Roy F. W«ton, Inc. JULY1984 0070794

Page 31: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY:

OJENT:

PROJECT:

SITE/AREA:

LOCATION ID.

DATE:

SAMPLER:

SIGNATURE:

WELL OBSERVATIONS

CASING & UD: OK - DAMAGED - HEAVED - NO UD LOCKED: YES - NO KEY NO: IW'/UW- STICKUP: FT-M

WELL DIAMETER: 4'-«•-8'-OTH: BOREHOLE DIAMETER: /g (jft-CM MEASURING POINT: TIC - TOC - GRS

VAPOR READINGS: PID-RD-OTHER- BACKGROUND: INSIDE WELL

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON-FLT-SNK THICKNESS: IN-CM SHEEN: YES-NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A-B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (Wall Diameter)*

2' - 0.10; 4' - 0.85; V - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for Inches)= [0.041 (Hole Dlametar)' -0.041 (Well Diameter)*] 0.45

(D TOTAL WELL VOLUME (G + H): „££> fi *7 GAL-L

(J) VOLUMES TO BE PURGED: ^3

(K) TOTAL PURGE VOLUME (I xJ): /*J2 GAL-L

PURGING INFORMATIONPURGE ENDPOINT: V00JMEJ. TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER - S_gft£L)MP - CENT. PUMPj- PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: ^ l JuJ-a- DEVICE No.:

PUMP/BAILER INTAKE:

..-fX

SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - SIQffilSlQNSffi STORED IN: TANKS - aJJUMS* NO.: /

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR

WELL PURGING INTERVAL TO FT-M BMP

CASCADING WATER: YES - NO DEPTH: FT-M BMP

PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP) (QPM-QAL)

TURBID

-ITY

(NTU).

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST - SLOW - V.SLOW

>F^ Sx \ ^ li MyVH?'FV:H...::;;;;:- FIELD MEASUREMENT CODES ^^^^^^M^^^^S^ ;;i MTP - Temperature (•£) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well•MSC- Specific Conductince (mS/cm) MPH-pH M01-Other. MD2 - DTW In Well!MPD-Photolonlar(e.g..HNu) MEH-Eh M02-Other MD3 - DTW In Well•MFD- Flame lortor (e.g., OVA) MAL-AUoOWty MO3-Other MD4-DTWlnW»a

COPYRIGHT «1990,1994 b/Roy F. Wwton. Inc. JULY 1904 Q070794

Page 32: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging FormCOMPANY:

CUENT:

PROJECT:

SITE/AREA:

LOCATION ID.

DATE

SAMPLER:

SIGNATURE

/A -75

WELL OBSERVATIONS

CASING &£lD) OK • tfAMAGgp - HEAVED - NO LID LOCKED: YES - KEY NO:

WELL DIAMETER - 4' - 6* - 8' - OTH: BOREHOLE DIAMETER: la ff

VAPOR READINGS: PID • FID - OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON-FLT-SNK THICKNESS:

MEASURING POINT: TIC - TOC - GRS

INSIDE WELL

IN-CM SHEEN: YES-NO

PURGING CALCULATIONS(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A - B): .

(E) CASING VOLUME FACTOR

(F) SAND PACK VOLUME FACTOR: .

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPFfor Inches) - 0.041 (Wall Diameter)*

21 - 0.18; 4' - 0.65; 8' - 1.47; 8' - 2.81 GPF

Sand Pack Factor (GPF for Inchaa)= [0.041 (Hola Diameter)* • 0.041 (Well Diameter)*! 0.45

(0 TOTAL WELL VOLUME (G + H): /£•

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I x J):

GAL-L

GAL-L

PURGING INFORMATIONPURGE ENDPOINT: VOLUME - TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

s^ NPURGING METHOD: BAILER -VSUJ. PUMP • CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE:

PURGE WATER:

DEVICE No.:

' SCREEN/WELL BOTTOM - MID SCREEN/WELL • WATER LEVEL - MC

DISCHARGED.TREATED-STOFtEEO^RE STORED IN: TANKS -(gfijM$> NO.: ft

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR

WELL PURGING INTERVAL: TO FT-M BMP

)UP;

CASCADING WATER: YES - NO DEPTH- FT-M BMP

PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

<FT-M BMP) (OPM-QAL)

DEPTHTO

WATER

PURGERATE orVOLUME

TURBID-rnr

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pra PurgaReadings

Post PurgaReadings

TOTAL PURGE TIME: HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

W±^^1^^^^Z : ^XX~J: FIELD MEASUREMENT CODES ^yMS^^^^^^^^MMTP - Temperature CC.) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In WellMSC- Specific Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In WellMPD - Photolonlar (e.fl.. HNu) MEH-Eh M02-Other MD3 - DTW In WellMFD- Flame lortrer (e.g., OVA) MAL-AUcaiWty MO3-Often

COPYH1QHT C1990,1994 by Roy F. W*rton, Inc. JULY 1904 0070794

Page 33: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS-Well Purging Form

COMPANY-

CLIENT.

PROJECT:

SITE/AREA:

LOCATION ID:

DATE

SAMPLER:

SIGNATURE.

WELL OBSERVATIONS

CASING 4 UD: ^K/DAMAGED - HEAVED • NO LJD LOCKED:( -NO KEY NO:

WELL DIAMETER; - 4' - 61 • 8' - OTH: BOREHOLE DIAMETER:

VAPOR READINGS: PID - FID • OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT - SNK THICKNESS:

MEASURING POINT: TIC - TOO - GRS

INSIDE WELL

IN-CM SHEEN: YES-NO

PURGING CALCULATIONS(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(Q SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A -B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (D x E):

(H) SAND PACK VOLUME (CxF):

/s!

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPFfor inches) - 0.041 (WeB Diameter)*

2' - 0.10; 41 - 0.65; V - 1.47; 8' = 2.81 GPF

Sand Pack Factor (GPFfor Inch**)» [0.041 (Hole Diameter)*-0.041 (Well Diameter)*] 0.45

(D TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ):

GAL-L

GAL-L

PURGING INFORMATIONPURGE ENDPOINT: /VOLUME - TIME • PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: ~BAILER• ^CfLEUMP,- CENT. PUMP - PACKER & PUMP - OTHER:

DEVICE DESCRIPTION: ^ <^^M - — DEVICE No.:

PUMP/BAILER INTAKE SCREEN TOP/SCREEWrVELLBOTTOM - MID SCREEN/WELL - WATER LEVEL- M

PURGE WATER: DISCHARGED - TREATED • STQRgtT^NSgE> STORED IN: TANKS - dflUMS NO.:

FIELD MEASURMENTS IN: FLOW THRU CHAMBER • OPEN JAR

WELL PURGING INTERVAL TO FT-M BMP

CASCADING WATER: YES - NO DEPTH- FT-M BMP

PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTHTO

WATER(FT-M

PURGERATE orVOLUME

TURBID

•rnr(NTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Prt Purg*Readings

/

COenen

Post PurgtReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST - SLOW - V.SLOW

^_ RELD MEASUREMENT CODES ^^^^^^^^^ ; ^^

• MTP - T«mp*ttuni fC) MCL - Color MDO - Dlssolv»d Oxyg«n (mg/L) MD1 - DTW In WillMSC-Sp*cA: Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In WellMPD - Phototortar (t.g.. HNu) MEH-Eh MO2-Other MD3 - DTW In WellMFD- Flame tortier (e.o,., OVA) MAL - AUcallnity MO3-Other M04 - DTW In Well

COPYRIGHT 01 sea 1904 by Roy F. Wwton, Inc. AJLY1904 0070784

Page 34: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY-

CLIENT:

PROJECT.

SITE/AREA:

LOCATION ID:

DATE

SAMPLER:

SIGNATURE:

WELL OBSERVATIONS

CASING & UD: (OW DAMAGED - HEAVED • NO UD LOCKED: (^B - NO t

WELL DIAMETER: 2' {$)• 61 • 81 - OTH: BOREHOLE DIAMETER: <

VAPOR READINGS: PID - FID - OTHER: BACKGROUND: .

'NO: STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES - NO OBSERVED: NON - FLT - SNK THICKNESS:

IN-CM MEASURING POINT: TIC - TOC - GRS

INSIDE WELL

IhKIM SHEEN: YES-NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER;

(C) SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A- B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

/£>

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (WeB Diameter)*

V - 0.18; 4' - 0.65; V - 1.47; 8' - 2.01 GPF

Sand Pack Factor (GPF for inches)

- [0.041 (Hole Diameter)* - 0.041 (Well Diameter)*] 0.45

(I) TOTAL WELL VOLUME (G + H): /<£ '3 GAL-L

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ): . 7 GAL-L

PURGING INFORMATIONPURGE ENDPOINT:

PURGING METHOD:

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE

LUME) TIME • PARAMETER STABILIZATION - TURBIDITY

BAILER - UB. PUMP -CENT. PUMP • PACKER & PUMP - OTHER:

CRITERIA:

DEVICE No.:_

SCREEN TOP - SCREENWELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED • SSSRED QMSffte STORED IN: TANKS - DRUMS NO.: _

FIELD MEASURMENTS IN: FLOW THRU CHAMBER • OPEN JAR CASCADING WATER: YES • NO DEPTH: _ FT-M BMP

WELL PURGING INTERVAL TO FT-M BMP PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP) (QPM-QAL)

TURBID

-ITY

(WTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

PrsPunj*Readings

APost PurgeReadings

TOTAL PURGE TIME: HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

^ : - ^^^^ : : ^S^S^^^^^ : REUJ MEASUREMENT CODES i ^^^^^^^^^^^M:4 MTP - Tsmpsraturt fC) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well

-Specific Conductance (mS/cm) MPH-pH M01-Other: MD2 - DTW In Wellvf§. MPO - Photolontor (e.g.. HNu) MEH-Eh M02- Other: MD3-DTWInWell

COPYRIGHT 61990,1994 by Roy F. Wwtcn, Inc. JULY 1994 0070794

Page 35: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLlS^Well Purging Form

COMPANY-

CLIENT

PROJECT.

SITE/APEA:

LOCATION ID:

DATE.

SAMPLER:

SIGNATURE:

WELL OBSERVATIONS

CASING i UD: DAMAGED - HEAVED - NO LJD LOCKED: YES (*$ KEY NO:

WELL DIAMETER; V • V - 8' - OTH: BOREHOLE DIAMETER: Q IN-CM

VAPOR READINGS: PID • FID • OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON - FLT - SNK THICKNESS:

MEASURING POINT: TIC - TOC - GRS

INSIDE WELL:

IN-CM SHEEN: YES - NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(C) SAND PACK LENGTH

(D) WATER COLUMN HEIGHT (A -B):

(E) CASING VOLUME FACTOR:

(F) SAND PACKVOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

y^-r/

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (Well Diameter)*

21 - 0.16; 4' - 0.05; 8" - 1.47; 8* - 2.81 GPF

Sand Pack Factor (GPF for Inches)

B [0.041 (Hole Diameter)2 - 0.041 (Well Diameter)*] 0.45

(I) TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ):

7^-7 GAL-L

GAL-L

PURGING INFORMATIONPURGE ENDPOINT: VOLUME - TIME - PARAMETER STABILIZATION - TURBIDITY CRITERIA:

PURGING METHOD: BAILER - gyaPJjMP - CENT. PUMP • PACKER &. PUMP - OTHER:

DEVICE DESCRIPTION: _ j2^ ) _ DEVICE No.:

PUMP/BAILER INTAKE

_ _

SCREEN TOP - SCREEN/WELL BOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED - STORED ONSITE STORED IN: TANKS - DRUMS NO.: _

FIELD MEASURMENTS IN: FLOW THRU CHAMBER • OPEN JAR

WELL PURGING INTERVAL _ TO _ FT-M BMP

CASCADING WATER: YES • NO DEPTH:.

PURGE DEPTH TO WATER (MAX):

FT-M BMP

FT-M BMP

FIELD MEASUREMENTS AND UNITS

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOWC)

S. .:. .: !: ^ FIELD MEASUREMENT CODES fjn- jgHjggp^

> MTP - Temperature fC.) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well,MSC-Specific Conductance (mS/cm) MPH-pH MO1-Other MD2 - DTW In Well:MPD-Photoioniar(e.fl..HNu) MEH-Eh M02-Other. MD3 - DTW In Well? MFD- Flame tortzer (e.0,., OVA) MAL - Alkalinity MO3-Otf»er. MP^-PTVyinWea

COPYRIGHT 01990,1994 by Hoy F. W_«cn, Inc. JULY 1904 0070794

Page 36: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY-

CUENT:

PROJECT:

SITE/AREA:

LOCATION ID.

DATE:

SAMPLER:

SIGNATURE

WELL OBSERVATIONS

CASING & UD: (0$- DAMAGED • HEAVED • NO UD LOCKED: ^>- NO KEY NO:

WELL DIAMETER: 2' -)- V • 8' • OTH: _ BOREHOLE DIAMETER: 6* IN-C$

VAPOR READINGS: PID- FID -OTHER: _ BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES- NO OBSERVED: NON - FLT - SNK THICKNESS:

MEASURING POINT: TIC - TOC - GRS

INSIDE WELL: _

_ IN-CM SHEEN: YES -NO

PURGING CALCULATIONS

(A) DEPTH TO WELL BOTTOM:

(B) DEPTH TO WATER:

(C) SAND PACK LENGTH;)(D) WATER COLUMN HEIGHT (A -B):

(E) CASING VOLUME FACTOR:

(F) SAND PACK VOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

FT-M BMP

FT-M BMP

FT-M

FT-M

Casing Factor (GPF for Inches) - 0.041 (Wall Diameter)'

- 0.18; 4' - 0.65; 6* - 1.47; 8' - 2.61 GPF

Sand Pack Factor (GPF for Inches)

* [0.041 (Hole Diameter)*-0.041 (Well Diameter)*] 0.45

GPF-LPM 0 TOTAL WELL VOLUME (G + H):

GPF-LPM

GAL-L

GAL-L

(J) VOLUMES TO BE PURGED:

(K) TOTAL PURGE VOLUME (I xJ):

GAL-L

GAL-L

PURGE ENDPOINT:

PURGING METHOD:

DEVICE DESCRIPTION:

PURGING INFORMATIONILUME> TIME-PARAMETER STABILIZATION-TURBIDITY CRITERIA:

BAILER • SyB^SJMP • CENT. PUMP - PACKER & PUMP - OTHER:

#'. DEVICE No.:

PUMP/BAILER INTAKE SCREEN TOP - SCREENMgLLBOTTOM - MID SCREEN/WELL - WATER LEVEL - MOVHD UBflDOWN

PURGE WATER: DISCHARGED - TREATED - STOJ^ONSffT STORED IN: TANKS -0g0Mi NO.: ( -/UjJJL•5=-: 77

RELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR CASCADING WATER: YES - NO DEPTH _ FT-M BMP

WELL PURGING INTERVAL: _ TO _ FT-M BMP PURGE DEPTH TO WATER (MAX): _ FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP} (QPM-QAL)

TURBID

•ITY

(MTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

Post PurgeReadings

TOTAL PURGE TIME HRS TOTAL PURGE VOLUME GAL-L RECOVERY: FAST-SLOW-V.SLOW

•;;!/:::;::. ' ^m^^^^^^^^^^^ FIELD MEASUREMENT CODES ^^^^^^^^^^^^^•: MTP - Temperature fC.) MCL - Color MDO - Dissolved Oxygen (mg/L) MD1 - DTW In Well:MSC-Spe«fieConductence(mS/cm) MPH-pH M01-Other MD2 - DTW In Well: MPD • PhotokJrizer (e.g.. HNu) MEH-Eh MO2- Other

°**

MD3-DTWInWellMD4-OTWInWeB

COPYRIQHT 01990,1994 by Roy F. WMton, Inc. JULY 1984 0070794

Page 37: Welsh Road Landfill Site Honey Brook, Chester Co., PA · Welsh Road Landfill Site Honey Brook, Chester Co., PA 9 July 1999 Prepared for ... within a one-half mile radius of the site.

GEOLIS^Well Purging Form

COMPANY-

CLIENT:

PROJECT:

SITE/AREA:

LOCATION ID:DATESAMPLER:

SIGNATURE

7-

WELL OBSERVATIONS

CASING & UD: OK - DAMAGED - HEAVED - NO UD LOCKED: YES • NO KEY NO:

WELL DIAMETER: 4' - 8' - 81 - OTH: BOREHOLE DIAMETER: IN-CM

VAPOR READINGS: PID - RD • OTHER: BACKGROUND:

STICKUP: FT-M

CHECKED FOR NAPL LAYER: YES-NO OBSERVED: NON - FLT - SNK THICKNESS:

MEASURING POINT: TIC - TOC - GRS

INSIDE WELL

IN-CM SHEEN: YES-NO

w\itn:

[LENGTH*-

PURGING CALCULATES(A) DEPTH TO WELL BOTTOM: /'

(B) DEPTH TO WATER:

(Q SAND PACK 1

(D) WATER COLUMN HEIGHT (A - B):

(E) CASING VOLUME FACTOR:

(F) SAND PACKVOLUME FACTOR:

(G) CASING VOLUME (DxE):

(H) SAND PACK VOLUME (CxF):

./(*

FT-M BMP

FT-M BMP

FT-M

FT-M

GPF-LPM

GPF-LPM

GAL-L

GAL-L

Casing Factor (GPF for Inches) - 0.041 (WeO Diameter)*

21 - 0.18; 4' - 0.85; V - 1.47; 81 - 2.81 GPF

Sand Pack Factor (GPF for Inches)- [0.041 (Hole Diameter)* • 0.041 (Well Diameter)*] 0.45

(I) TOTAL WELL VOLUME (G + H):

(J) VOLUMES TO BE PURGED: A ^*)

(K) TOTAL PURGE VOLUME (I xJ):

GAL-L

GAL-L

PURGE ENDPOINT: gOLUME • TIME -

PURGING METHOD: BAILER

DEVICE DESCRIPTION:

PUMP/BAILER INTAKE

PURGING INFORMATION

ETER STABILIZATION - TURBIDITY CRITERIA:

IP - CENT. PUMP - PACKER & PUMP - OTHER-

DEVICE No.:

SCREEN TO/- SCREEN/WELL BOTTOM - MID SCREEN/WELL -WATER LEVEL • MOVED UP/DOWN

PURGE WATER: DISCHARGED - TREATED • STOflElTOMSSE^ STORED IN: TANKS - fiHJJMSr NO.: ) £iUJL

FIELD MEASURMENTS IN: FLOW THRU CHAMBER - OPEN JAR CASCADING WATER: YES - NO DEPTH: FT-MBMP

WELL PURGING INTERVAL: TO FT-M BMP PURGE DEPTH TO WATER (MAX): FT-M BMP

TIME

DEPTH PURGETO RATE or

WATER VOLUME(FT-M BMP) (QPM-QAL)

TURBID

-ITY

(NTU)

FIELD MEASUREMENTS AND UNITS

MTP COMMENTS

Pre PurgeReadings

'6.

Post PurgeReadings

TOTAL PURGE TIME: HRS TOTAL PURGE VOLUME: GAL-L RECOVERY: FAST-SLOW-V.SLOW

^ : H^ .: .xB^ i:;i ^ HELD MEASUREMENT CODES : ^ ^ M^M^Si ^7- MTP - Temperature fCXJ MCL - Color MDO - Dissolved Oxygen (mg/l) MD1 - DTW In Well

-Specific Conductance (mS/cm) MPH-pH M01-Other. MD2 • DTW In Well: MPD • Photolortizer (e.g.. HNu) MEH-Eh M02- Other MD3-DTWInWell

MD4-DTWhWeB

COPYFUQHT 01990.1994 by Roy F. Wenon, Inc. JULY 1904 0070794


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