TABLES: GE-MONTHLY STATUS REPORTS, MASSACHUSETTS CONTINGENCY PLAN… · 2020. 8. 23. · 000070. Si.;:,, fur.JRecords Cen'cr . GE - MONTHLY STATUS REPORTS MASSACHUSETTS CONTINGENCY

000070

Si.; : , , fu r . JRecords Cen'cr

GE - MONTHLY STATUS REPORTS

MASSACHUSETTS CONTINGENCY PLAN

EPA RCRA CORRECTIVE ACTION ACTIVITIES

June 1996 to May 1997

Surface Water Data

TABLE 2

GENERAL ELECTRIC COMPANY PITTSFIELD, MASSACHUSETTS

MCP SUPPLEMENTAL PHASE IIINVESTIGATION/RCRA FACILITY INVESTIGATION OF HOUSATONIC RIVER AND SILVER LAKE

HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING JUNE 1996 (Concentrations are presented In parts per million, ppm)

:: .-- •.••• - . - - • ••-••-;•;••- .̂ «p».MI*n*''-: •:•:•• :•«>• ..•.•:•:;-.;.•. : ; ..SWIJpie ; ;;; : fVlQCWCxl.WilPijjMilMgl .$ l:£Wfc ::.x. .::::>;..:...;.... ...... ... f

^̂ :: : : ::: :::-:::̂ *f* V:?: ::: : : : ::: :;: : : : : .;:;:;>':': :'::::: ::::::: :-::

ite::;"; ideation; ;;;;;;S;;; m^immtmmmmmi :;;;;;:Qatei;:?s;;; i::; :f 242;iahdAr;-124a : :: ;; Arocter1254:: :Arbc lor 1260 ;;:;f:dteiPCB;;;;:; •;•;»;; TSS ;•;;«;;: •lubbard Avenue 96-HF-01 05/01/96 0.000135* 0.000151 ND(0.000022) 0.000286 13

96-HF-01-F 05/01/96 0.000047* 0.000038 0.000022 0.000065 NA LOC#01 HUBBARD 05/16/96 ND(0.000022) 0.000086 ND(0.000022) 0.000086 ND(2.0) LOC#01 HUBBARD-F 05/16/96 N 0(0.000022) 0.000053 N 0(0.000022) 0.000053 NA

Stowell Street 96-HF-02 05/01/96 0.000082* 0.000125 ND(0.000022) 0.000207 28 96-HF-02-F 05/01/96 0.000029* 0.000042 ND(0.000022) 0.000071 NA LOC#2 NEWELL 05/16/96 ND(0.000022) 0.000049 ND(0.000022) 0.000049 5.7 LOC#2 NEWELL-F 05/16/96 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) NA

GE Footbridge 96-HF-03 05/01/96 ND(0.000022) 0.000036 N0(0.000022) 0.000036 30 [adjacent to Newell St. 96-HF-03-F 05/01/96 N0(0.000022) ND(0.000022) ND(0.000022) N 0(0.000022) NA sartdnglot) LOC#3 FOOTBRIDGE 05/16/96 ND(0.000022) 0.000073 ND(0.000022) 0.000073 2.0

LOC#3 FOOTBRDGE-F 05/16/96 ND(0.000022) 0.000033 ND(0.000022) 0.000033 NA Lyman Street 96-HF-04 05/01/96 0.000072* 0.000116 ND(0.000022) 0.000188 32

96-HF-04-F 05/01/96 ND(0.000022) 0.000023 ND(0.000022) 0.000023 NA LOC#4 LYMAN 05/16/96 ND(0.000022) 0.000033 ND{0.000022) 0.000033 4.3 LOC#4 LYMAN-F 05/16/96 ND(0.000022) N0(0.000022) ND(0.000022) ND(0.000022) NA

Elm Street 96-HF-O5 05/01/96 ND(0.000022) 0.000035 0.000083 0.000118 36 96-HF-05-F 05/01/96 N 0(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) NA LOC#5ELM 05/16/96 ND(0.000022) 0.000269 0.000042 0.000311 3.5 LOC#5 ELM-F 05/16/96 ND(0.000022) 0.000095 ND(0.000022) 0.000095 NA

Dawes Avenue 96-HF-O6 05/01/96 0.00004* 0.000072 ND(0.000022) 0.000112 35 96-HF-06-F 05/01/96 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) NA LOC#6 DAWES 05/16/96 ND(0.000022) 0.000057 ND(0.000022) 0.000057 5.1 LOC#6 OAWES-F 05/16/96 ND(0.000022) ND(0.000022) N 0(0.000022) ND(0.000022) NA

Holmes Road 96-HF-07 05/01/96 ND(0.000022) 0.000098 0.000116 0.000214 21 96-HF-07-F 05/01/96 N0(0.000022) N 0(0.000022) ND(0.000022) ND(0.000022) NA LOC#7 HOLMES 05/16/96 ND(0.000022) 0.000192 0.000047 0.000239 5.7 LOC#7 HOLMES-F 05/16/96 ND(0.000022) 0.000028 ND(0.000022) ND(0.000022) NA

Joseph Drive 96-HF-08 05/01/96 ND(0.000022) 0.000048 0.000097 0.000145 15 ND(0.000022)1 [0.000039] [0.0000751 [0.000114] M61

96-HF-08-F 05/01/96 ND(0.000022) ND(0.000022) ND(0.000022) N 0(0.000022) NA fND(0.000022)1 [ND(0.000022)1 [ND(0.000022)1 [ND(0.000022)1

LOC#8 JOSEPH 05/16/96 N 0(0.000022) 0.000058 0.000036 0.000094 4.5 [ND(0.000022)1 [0.000041] [0.000031] [0.0000721 [4.1]

LOC#8 JOSEPH-F 05/16/96 ND(0.000022) 0.000022 N 0(0.000022) ND(0.000022) NA [ND(0.000022)1 [0.000022] [ND(0.000022)] [ND(0.000022)1

Mew Lenox Avenue 96-HF-09 05/01/96 0.00013* 0.000254 0.000184 0.000568 14 96-HF-09-F 05/01/96 0.000032* 0.000045 ND(0.000022) 0.000077 NA LOC#9 NEW LENOX 05/16/96 N 0(0.000022) 0.000276 0.000081 0.000357 4.1 LOC#9 NEWLENOX-F 05/16/96 ND(0.000022) 0.000055 ND(0.000022) 0.000055 NA

/VoodsPond 96-HF-10 05/01/96 ND(0.000022) 0.000332 0.000077 0.000409 12 Headwaters 96-HF-10-F 05/01/96 0.000033* 0.000081 ND(0.000022) 0.000114 NA

LOCUM 0 HEADWATER 05/16/96 ND(0.000022) 0.000211 0.000068 0.000279 5.5 LOC#10 HEADWATER-F 05/16/96 ND(0.000022) 0.000064 N 0(0.000022) 0.000064 NA

;ormer Housatonfc 96-HF-11 05/01/96 ND(0.000022) 0.000126 0.000055 0.000181 6.3 Street bridge 96-HF-11-F 05/01/96 ND(0.000022) 0.000036 ND(0.000022) 0.000036 NA abutments LOOM1 ABUTMENTS 05/16/96 ND(0.000022) 0.000291 0.000101 0.000392 13

LOCUM 1 ABUTMENTS-F 05/16/96 ND(0.000022) 0.000060 ND(0 000022) 0000060 NA Schweitzer 96-HF-12 05/01/96 ND(0.000022) 0.000114 0.000063 0.000177 6.3

96-HF-12-F 05/01/96 ND(0.000022) 0.000029 ND(0.000022) 0.000029 NA LOC#1 2 SCHWEITZER 05/16/96 ND(0.000022) 0.000073 0.000065 0.000138 8.2 LOC#12 SCHWEITZER-F 05/16/96 ND(0.000022) 0.000022 N 0(0 000022) ND(0 000022) NA

oee notes on Page 2 or 2)

TABLE 2



HOUSATONIC RIVER WATER COLUMN PCS AND TSS DATA RECEIVED DURING JUNE 1996 (Concentrations are presented in parts per million, ppm)

Xviston Street 96-HF-13 05/01/96 N 0(0.000022) 0.000194 0.000048 0.000242 19 96-HF-13-F LOC#1 3 DIVISION LOC#13DMSION-F

05A)1/96 05/16/96 05/16/96

NDfO.000022) ND(0.000022) ND(0.000022)

0.000048 0.000034

ND(0.000022)

ND(0.000022) 0.000025

ND(0.000022)

0.000048 0.000059

ND(0.000022)

NA 11 NA

1. Samples were collected by Blasland, Bouck & Lee. Inc., and submitted to Northeast Analytical Services, Inc., for analysis of PCBs and Total Suspended Solids (TSS).

2. ND(0.022) - Compound was analyzed for. but not detected. The number in parenthesis is the detection limit. 3. * - Sample exibits alteration of standard Arodor pattern. 4. Sample IDs ending in "-F" indicate tittered samples. 5. NA - Not analyzed. 6. [ ]- Field duplicate analysis.

08/06/96 PRELIMINARY

TABLE 1

GENERAL ELECTRIC COMPANY PITTSFIELO, MASSACHUSETTS


HOUSATONIC RIVER WATER COLUMN PCS AND TSS DATA RECEIVED DURING JULY 1996 (Concentrations are presented In parts per million, ppm)

î pilSillSiiî Srtllllili llBli lUfiiiedf ̂

iilKiSii*i;«ti6r«4i il!f|l:2liiplll liiiiPiiii^PfltfbdiKPl Hubbard Ave. Bridge F ND(0. 000022) 0.000043 ND(0.000022) 0.000043 6.0

u ND10.000022L 0.000240 0.000133 0.000373 Newell St. Bridge F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 6.2

U NDC0.000022) 0.000056 NDC0.000022) 0.000056 Footbridge Adj. to F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 7.0 Newell St. Pkg. Lot U ND(0.000022) 0.000032 ND(0.000022) 0.000032 Lyman St. Bridge F ND(O.OQ0022) ND(0.000022) ND(0.000022) ND(0.000022) 7.4

U ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Elm St. Bridge F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 5.5

U NDC0.000022) 0.000024 ND(0.000022) 0.000024 Dawes Ave. Bridge F ND(0.000022) ND(0.000022) NDC0.000022) ND(0.000022) 4.4

U ND(0.000022) ND(0.000022) N 0(0.000022) ND(0.000022) Holmes Rd. Bridge F NDC0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 6.1

U ND(0.000022) 0.000034 0.000047 0.000081 Adjacent to Joseph Dr. F ND(0.000022)

fND(0. 000022)1 ND(0.000022) fND(0.000022)l

ND(0.000022) [ND(0.000022)1

ND(0.000022) ND(0.000022) 6.1

U ND(0.000022)[ND(0.000022)1

0.000060 [0.0000521

0.000388 [0.000041]

0.000448 [0.0000931

[6.1]

New Lenox Rd. Bridge F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 5.5 U ND(0.000022) 0.000052 0.000057 0.000109

Woods Pond F ND(0.000022) ND(0.000022) ND(0.000022) NDC0.000022) 4.6 Headwaters U ND(0.000022) 0.000049 0.000051 0.000100

Former Housatonic F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 4.3 Street Abutments U ND(0.000022) 0.000039 0.000036 0.000075 Schweitzer Bridge F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 2.3

U ND(0.000022) 0.000035 0.000030 0.000065 Division St. Bridge F ND(0.000022) 0.000026 ND(0.000022) 0.000026 5.9

U ND(0.000022) 0.000078 0.000025 0.000103

Notes: 1. Samples were collected by Blasland, Boucki Lee, Inc., on June 11,1906, a«l sutxnitted to Nortr»ast Aredytk^ Erwuorunental Services

for analysis of PCBs and Total Suspended Solids (TSS). Z U - Unfiltered sample; F- Filtered sample. 3. Housatonic River flow, measured at me Cottsviile Gaging Station, was approximately 160 cubic feet per second (cfs) during the sampling. 4. NO • Compound was analyzed for, but not detected. The detection limit is presented in parentheses. 5. Duplicate results are presented in brackets.

:YR4J:\02061383QPA PageloM

9/6/96 PRELIMINARY

TABLE 1



HOUSATONIC RIVER WATER COLUMN PCS AND TSS DATA RECEIVED DURING AUGUST 1996 (Concentrations are presented in parts per million, ppm)

î tei HubbardAve. Bridge U ND(0.000022) {ND(0.000022)} ND(0.000022) {ND(0.000022» ND(0.000022) {ND(0.000022)} ND(0.000022) (ND(0.000022» 6.4

F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Newell St Bridge U ND(0.000022) {ND(0.000022)} 0.000041 {0.000073} ND(0.000022) {N0(0.000022)} 0.000041 {0.000073} 8.9

F ND(0.000022) 0.000028 N0(0.000022) 0.000028 Footbridge Adj. to U ND(0.000022) {ND(0.000022)> 0.000038 {N0(0.000022}} ND(0.000022) {NCK0.000022)} 0.000038 {ND(0.000022)} 8.1

Newell St Pkg. Lot F 0.000022* ND(0.000022) ND(0.000022) 0.000022 Lyman St Bridge U 0.000044* {ND(0.000022)} 0.000061 {0.000050} ND(0.000022) {ND(0.000022)> 0.000105 {0.000050} 8.0

F ND(0.000022) 0.000022 ND(0.000022) 0.000022 ElmSt Bridge U 0.000048* {ND(0.000022)} 0.00011 {ND(0.000022)> 0.000051 {ND(0.000022)} 0.000209 {ND(0.000022)} 8.5

F 0.000024 0.000041 ND(0.000022) 0.000065 DawesAve. Bridge U N(X0.000022) {NCK0.000022)} 0.000047 {0.000066} NCH0.000022){D.000231> 0.0000470.000297} 8.8

F ND(0.000022) NLX0.000022) NLX0.000022) ND(0.000022) West Branch U

F NIX0.000022) {ND(0.000022)}

ND(0.000022) 0.000037 {NCK0.000022)}

ND(0.000022) ND(0.000022) {NDC0.000022)}

ND(0.000022) 0.000037 (ND(0.000022ft

ND(0.000022) 9.8

Holmes Rd. Bridge U ND(0 000022) {ND(0.000022)} 0.00023 {0.000035} 0.000031 {0.000052} 0.000261 {0.000087} 8.6 F 0.000043* 0.000122 ND(0.000022) 0.000165

Adjacent to Joseph Dr. U ND(0.000022)[ND(0.000022)] {ND(0.000022)[ND(0.000022)D

0.000083 [0.000045] {0.000039 [0.00023]}

0.000050 [0.000061] {0.000072 [0.001 48]}

0.0001 33 [0.000106] {0.000111 [0.00171]}

7.8 [7.8]

F ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] New Lenox Rd. Bridge U ND(0.000022) {ND(0.000022)} 0.000234 {0.000054} 0.000097 {0.000080} 0.000331 {0.000134} 9.3

F 0.000029* 0.000060 ND(0 000022) 0.000089 Woods Pond U ND(0.000022) {NDC0.000022)} 0.000099 {0.000059} 0.000097 {0.0001 09} 0.0001 96 {0.0001 68} 10.0 Headwaters F 0.000023* 0.000027 ND(0.000022) 0.000050

Former Housatonic U ND(0.000022) {ND(0.000022» 0.00024 {0.000063} 0.000082 {0.000065} 0.000322 {0.000128} 5.0 Street Abutments F 0.000048* 0.000077 ND(0.000022) 0.000125 Schweitzer Bridge U ND(0.000022) {ND(0.000022)} 0.000075 {0.000052} 0.000071 {0.000065} 0.0001 46 {0.0001 17} 6.2

F ND(0.000022) 0.000023 ND(0.000022) 0.000023 Division St Bridge U ND(0.000022) {ND(0.000022)} 0.00012 {0.000027} 0.000044 {0.000036} 0.0001 64 {0.000063} 14.0

F NDC0.000022) 0.000031 ND(0.000022) 0.000031

Motet: 1. Samples were collected by Blasland, Bouck & Lee, Inc., on July 17,1996, and submitted to Northeast Analytical Environmental Services for analysis of PCBs and Total Suspended Solids (TSS) 2 U - Unflttered sample; F - Filtered sample. 3. Housatortc River flow, measured at the Cottsville Gaging Station, was approximately 160 cubic feet per second (cfs) during the sampling. A. NO -Compound was analyzed for, but not detected. The detection limit Is presented in parentheses 5. Duplicate results are presented in brackets 6. Samp)* results presented wtthln {} represent temporal duplicates collected at a two minute delay from original sample collections.

SVR-TttOMI1 JT.WB2 Pag* 1 at 1

TABLE 1



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING SEPTEMBER 1996 (Concentrations are presented in parts per million, ppm)

mmmmKiiiiii M^M^Mîî^f^^nmm'^^x&i^ssi^^s $Ji!ifJitiiiS lilliiiiiiiiiiiiiiilimmmmSi^^M^m^m mim^Miiiii^KMi^-m Viifi^î^l^ff^mf^ Hubbard Ave. Bridge u ND(0.000022) 0.000033 ND(0.000022) 0.000033 2.7

F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Newell St Bridge U ND(0.000022) 0.000124 ND(0.000022) 0.000124 2.6

F ND(0.000022) 0.000033 ND(0 000022) 0.000033 Footbridge Adj. to U ND(0.000022) 0.000112 0.000144 0.000256 2.5

Newell St Pkg. Lot F ND(0.000022) 0.000058 ND(OO00022) 0.000058 Lyman St Bridge U ND(0.000022) 0.000038 0.000202 0.00024 2.4

F ND(0.000022) ND(0.000022) ND(0 000022) ND(0.000022) Elm St Bridge U ND(0.000022) 0.000129 0.000028 0.000157 3.2

F ND(0.000022) 0.000035 ND(0.000022) 0.000035 Dawes Ave. Bridge U ND(0.000022) 0.000024 0.000027 0.000051 3.1

F NW0.000022) ND(0.000022) ND(0.000022) ND(0.000022) West Branch U ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 1.8

F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Holmes Rd. Bridge U ND(0.000022) 0.000186 ND(0.000022) 0.000186 1.6

F 0.00004 0.000089 ND(0 000022) 0.000129 Adjacent to Joseph Dr. U ND(0.000022)[ND(0.000022)] 0.000034(0.000031 ] ND(0.000022)[0.000031] 0.000034(0.000062] 1.611.4]

F ND(0.000022)tND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] New Lenox Rd. Bridge U 0.000174 0.000412 0.000039 0.000625 3.1

F 0.000054 0.000118 ND(0.000022) 0.000172 Woods Pond U 0.000141 0.000359 0.000083 0.000583 9.5 Headwaters F 0.000042 0.000085 ND(0.000022) 0.000127

Former Housatonic U ND(0.000022) 0.000095 0.000029 0.000124 4.2 Street Abutments F ND(0.000022) 0.000029 ND(0.000022) 0.000029 Schweitzer Bridge U ND(0.000022) 0.000042 ND(0.000022) 0.000042 2.8

F ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Division St Bridge U ND(0.000022) 0.000048 ND(0.000022) 0.000048 4.3

F ND(0 000022) ND(0 000022) ND(0.000022) ND(0.000022)

Notes; 1. Samples were collected by Blasland, Bouck & Lee, Inc., on August 13-14, 1996, and submitted to Northeast Analytical Environmental Services for analysis of PCBs

and Total Suspended Solids (TSS). 2. U - Unfiltered sample; F - Filtered sample. 3. Housatonic River flow, measured at the Cottsvilte Gaging Station, was approximated to be less than 50 cubic feet per second (cfs) during the sampling. 4. ND - Compound was analyzed for, but not detected. The detection limit is presented in parentheses. 5. Duplicate results are presented in brackets. 6. Sample results presented within { } represent temporal duplicates collected at a two minute delay from original sample collections.

SYR-T \19861137WB2 Pag* 1 of 1

HKhLIMINAKY TABLE 1

BBHBBSBouBBBBI Hubbard Ave. Bridge

Newell St. Bridge

Footbridge Adj. to Newell St. Pkg. Lot Lyman St. Bridge

Elm St. Bridge

Dawes Ave. Bridge

West Branch

Holmes Rd. Bridge

Adjacent to Joseph Dr.

Upstream of WWTF

Upstream of EPRI Facility

New Lenox Rd. Bridge

Woods Pond Headwaters

Former Housatonic Street Abutments Schweitzer Bridge

Division St. Bridge

Notes:

H^B^̂ m JBjJjjlRJĴ I

U F U F U F U F U F U F U F U F U F U F U F U F U F U F U F U F



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING OCTOBER 1996 (Concentrations are presented in parts per million, ppm)

•̂ IIÎ B^̂ ^̂ OBl̂ Sfl̂ lHI •BMMBinQHHĵ i •••••MBMMMHMBM HflEfil^^^^^^^^^^^^^HH^^^^^^^^^^^^^^^^ ÎBHBBBBBHBB̂ BBSBBB •BBB ̂̂̂̂^^^^^^^ f̂î ^^^^^^^^^M BEni ND(0.000022) 0.000026 ND(0.000022) 0.000026 3.3 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000046 ND(0.000022) 0.000046 3.0 ND(0.000022) 0.000025 ND(0.000022) 0.000025 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 3.4 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000031 ND(0.000022) 0.00003 2.3 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000044 0.000027 0.000071 3.4 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 2.6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022 ND(0.000022

ND(0.000022) ND(0.000022)

NCK0.000022) NEX0.000022)

ND(0.000022) ND(0.000022)

6.7

ND(0.000022) 0.000027 0.000072 0.000099 4.6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000031 0.000034 0.000065 4.6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

0.000038 ND(0.000022)

0.000035 ND(0.000022)

0.000073 ND(0.000022)

5.5

ND(0 000022) ND(0.000022)

0.000032 ND(0.000022)

0.000083 ND(0.000022)

0.000115 ND(0.000022)

4.7

ND(0.000022)[ND(0.000022)] 0.000066(0.000055] 0.000057(0.000041] 0.000123(0.000096] 4.9(4.4] ND(0.000022)(ND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)[ND(0.000022)] ND(0.000022)(ND(0.000022)]

ND(0.000022) 0.000064 0.000027 0.000091 4.5 ND(0.000022) ND(0.000022) N0(0.000022) ND(0.000022) ND(0.000022) 0.000091 0.000038 0.000129 4.6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000077 0.000036 0.000113 3.8 ND(0.000022) 0.000028 ND(0.000022) 0.000028 ND(0.000022) 0.000087 0.000061 0.000148 7.6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

1. Samples were collected by Blasland, Bouck & Lee, Inc., on September 26, 1996, and submitted to Northeast Analytical Environmental Services for analysis of PCBs and Total Suspended Solids (TSS).

2. U - Unfiltered sample; F - Filtered sample. 3. Housatonic River flow, measured at the Coltsville Gaging Station, was approximately 88 cubic feet per second (cfs) during this sampling event. 4. ND - Compound was analyzed for, but not detected. The detection limit is presented in parentheses. 5. Duplicate results are presented in brackets.

SYR-T A24961137.WB2 Page 1 0» 1

PRELIMINARY 09-Dec-96

TABLE 1



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING November 1996 (Concentrations are presented in parts per million, ppm)

Location Hubbard Ave. Bridge

Newell St. Bridge

Footbridge Adj. to Newell Street Pkg. Lot

.yman St. Bridge

EbnSt Bridge

Dawes Ave. Bridge

Holmes Rd. Bridge

Adjacent to Joseph Dr.

Upstream of WWTF

Upstream of ERPI Facility

New Lenox Rd. Bridge


Former Housatonic Street Abutments

Schweitzer Bridge

Wvision St Bridge

(See Notes on Page 2)

Sample Method Routine

Duplicate Grab Routine














Duplicate Grab

Aroclor 1016,1221,1232,1242, and/or 1248

N 0(0.000022) ND(0.000022) ND(0.000022) ND| ND

0.000022) 0.000022)

ND(0.000022) N 0(0.000022) NDrO.000022 N 0(0.000022 ND| ND ND| ND ND| ND ND| ND ND| ND

0.000022 0.000022 0.000022 0.000022 0.000022) 0.000022) 0.000022 0.000022

>

0.000022) 0.000022)

ND(0.000022) ND(0.000022) [ND(0.000022)]

NDm.000022 ND(0.000022 ND(0.000022 ND(0.000022 ND( NDl ND( NO

0.000022 0.000022 0.000022 0.000022

ND(0.000022)

Aroclor 1254 N 0(0.000022) ND(0.000022) ND(0.000022) ND| ND

0.000022 0.000022

0.000134 N 0(0.000022) ND| ND ND| ND NDl ND NDl NO ND| ND ND| ND

0.000022 0.000022 0.000022 0.000022 0.000022 0.000022 0.000022) 0.000022) 0.000022) 0.000022) 0.000022) 0.000022)

0.000024 0.000025 [0.000025]

0.000027 0.000037 0.000024 0.000034 0.000024 0.000035 0.000028

N 0(0.000022) ND(0.000023)

Aroclor 1260 ND(0.000022) ND(0.000022) ND(0.000022) ND| ND

0.000022 0.000022

0.000186 ND(0.000022) ND| ND ND| ND ND ND ND ND

0.000022 0.000022 0.000022 0.000022 0.000022) 0.000022) 0.000022) 0.000022)

ND(0.000022) ND(0.000022) ND(0.000022)

0.000027 0.000054

0.0001 07 [ND(0.000022)] 0.00003

0.000038 0.00003 0.000044

ND(0.000022) 0.000038

ND( ND

0.000022 0.000022

ND(0.000022)

Total Aroclors ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

•KWfiTiTi \^m 0.00032

ND(0.000022) ND( ND

0.000022 0.000022

ND(0.000022 ND(0.000022 NDm.000022^ ND(0.000022) ND( ND ND| ND

0.000022 0.000022

)

0.000022) 0.000022)

ND(0.000022) 0.000027 0.000078

0.000132(0.000025] 0.000057 0.000075 0.000054 0.000078 0.000024 0.000073 0.000028

ND(0.000022) 0.000023

TSS 1.6

2.2

3.0

2.3

1.9

2.3

4.4

4.7

5.8

5.1

5.1 [6.6]

6.4

4.7

3.3

3.8

TR-f :\USERSU£C\M081137.WB2 P>g»1o

PRELIMINARY 09-DeoM

TABLE 1 (Cont'd)



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING November 1996 (Concentrations are presented in parts per million, ppm)

Notes; 1. Samples were collected by Blasland, Bouck & Lee, Inc. on October 25-26, 1996 and submitted to Northeast Analytical Environmental Services for analysis of

unfiltered PCBs and Total Suspended Solids (TSS). 2. Routine sampling methods involved the collection of samples using either the composite grab method or the OH-76 depth integrated sampler, depending upon water depth

and velocity. The composite grab method was used on all locations except for Holmes Road, New Lenox Road, Woods Pond Headwaters, former Housatonic Street Bridge Abutments, and Division Street. This method involved the collection of a 5-liter composite sample consisting of 1-liter discrete samples collected at 1-minute intervals for five minutes. The duplicate grab sample was collected at each location immediately following sample collection using routine protocols, and consisted of a 1-liter grab sample collected directly into the laboratory-supplied container.

3. Housatonic River flow, measured at the Coltsville Gaging Station, was approximately 128 cubic feet per second (cfs) during this sampling event. 4. ND - Compound was analyzed for, but not detected. The detection limit is presented in parentheses. 5. Blind duplicate results are presented in brackets.

SYR-F:\USERS\LEC\Mmit}7.WB2 P«g«2of2

14-Jan-t

TABLE 1


MCP SUPPLEMENTAL PHASE II INVESTIGATION/RCRA FACILITY INVESTIGATION OF HOUSATONIC RIVER AND SILVER LAKE

HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING DECEMBER 1996 {Concentrations are presented in parts per million, ppm)

Location HubbardAve. Bridge tewed St. Bridge •oottwWge Adj. to Newell St Pkg. Lot .yman St. Bridge Elm St. Bridge Dtwes Ave. Bridge Holmes Rd. Bridge Adjacent to Joseph Dr. Upstream of WirVTF Across from EPRI Facility New Lenox Rd. Bridge

Wood* Pond Headwaters

Former Housatonic Street Abutments

Schweitzer Bridge Division SI. Bridge

Sample Method. Routine Routine Routine Routine Routine Routine Routine Routine Routine Routine Routine



Duplicate Grab Routine Routine

Duplicate Grab

Aroclor 1016, 1221, 1232, and/or 1242

ND(0.000022) ND(0.000022) NDtO.000022) ND(0. 000022) ND(0. 000022) N0(0.000022) ND(0.000022) ND(0.000022) ND(0. 000022) N0(0.000022) ND(0. 000022)

ND(0 000022) [ND(0 000022)] ND(0. 000022) ND(0.000022) ND(0. 000022) ND(0.000022) ND(0. 000022) ND(0 000022) ND(0000022)

Aroclor 1248 ND(0.000022)

0.000026 N 0(0. 000022) N0(0.000022)

0.000023 ND(O.OD0022) ND(0.000022)

0.000024 ND(0.000022)

0.00003B ND(0.000022)

0.000056(0.000061) 0.000104 0.000041 0.000026

N 0(0.000022) ND(0.000022) N 0(0. 000022) N0(0.000022)

Aroclor 1254 N0(0.000022) ND(0.000022)

0.00004 N 0(0.000022)

0.000064 0.000047 0.000028 0.00005 0.000049 0.00006 0.000033

0.000082 [0.000034] 0.000089 0.00003 0.000084

ND(0.000022) 0.00004 0.000037

NCH0.000022)

Aroclor 1260 ND(0 000022)

0.000036 0.000123 0.000076 0.000116 0.000115 0000033 0.000092 0.00008

0.000117 0.000072

0000115(0.000026) 0.000402 0.000059 0.000159 0000037 0.000056 0000028

ND(0 000022)

Total Aroclore 0000022 0000062 0.000163 0000076 0000203 0000162 0000061 0000166 0000129 0000215 0.000105

0000253(0000111) 0 000595 000013 0 000269 0000037 0000096 0000065 0000022

TSS 40 13.0 12.0 13.0 16.0 180 190 23.0 320 260 11.0

100

4 2

5.0 50


TABLE 1



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING FEBRUARY 1997 (Concentrations are presented in parts per million, ppm)

Flow Aroclor 1016, 1221, Location (cfs) Sample Method 1232, and/or 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Total Aroclon TSS

Hubbard Ave. Bridge Newell St Bridge

74 NA

Routine Routine

ND(0.000022) ND(0.000022)

ND(0.000022) ND(0.000022)

ND(0.000022) ND(0.000022)

ND(0.000022) ND(0.000022)

ND(0.000022) ND(0.000022)

ND(5.0) 5.0

Footbridge Adj. to Newell St. Pkg NA Routine ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 8.9 Lyman St Bridge NA Routine ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 5.0 Elm SL Bridge NA Routine ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 5.4 taves Ave. Bridge 121 Routine ND(0.000022) ND(0.000022) ND(0.000022) NEK0.000022) ND(0.000022) 52

Holmes Rd. Bridge 152 Routine ND(0.p00022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 42 Adjacent to Joseph Dr. NA Routine ND(0.000022) ND(0.000022) ND(0.000022) 0.000049 0.000049 2.1 view Lenox Rd. Bridge NA Routine

Duplicate Grab ND(0.000022) ND(0.000022)[ND(0.000022)J

ND(0.000022) ND(0.000022)[ND(0.000022»

ND(0.000022) ND(0.000022)(ND(0.000022)]

ND(0.000022) ND(0.000022)[ND(0.000022)]

ND(0.000022) ND(0.000022)[ND(0.000022)}

4.5

Woods Pond Headwaters Former Housatonic Street Abutmc

NA NA Routine ND(0.000022) ND(0.000022)

Not Sampled Due to Ice Conditions ND(0.000022) 0.000031 0.000031 2.7

Duplicate Grab ND(OJX)0022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Schweitzer Bridge 233 Routine ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) NIH0.000022) 2.0

Duplicate Grab- 1 ND(0.000022) ND(0.000022) ND(0.000022) 0.000033 0.000033 Duplicate Grab-2 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab-3 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab-4 ND(0.000022) ND(0.000022) ND(0.000022) 0.000039 0.000039 Duplicate Grab-5 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab-6 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) NEK0.000022) Duplicate Grab-7 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab-8 ND(0.000022) ND(0.000022) ND(0.000022) 0.000023 0.000023 Duplicate Grab-9 ND(0.000022) ND(0.000022) ND(0.000022) 0.000032 0.000032

Duplicate Grab- 10 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab-1 1 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) Duplicate Grab- 12 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)^ ND(0.000022)

Division St. Bridge 792 Routine ND(0.000022) ND(0.000022) 0.000026 ND(0.000022) 0.000026 2.3 Duplicate Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)


TABLE 1



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING FEBRUARY 1997 (Concentrations are presented in parts per million, ppm)

Notes: 1. Samples were collected by Blasland, Bouck & Lee, Inc., on January 30-31,1997, and submitted to Northeast Analytical, Inc., for analysis of unfiltered PCBs

and Total Suspended Solids (TSS). 2. Routine sampling methods involved the collection of samples using either the composite grab method or the DH-76 depth integrated sampler, depending upon

water depth and velocity. The composite grab method was used on all locations except for New Lenox Road, Former Housatonic Street Bridge Abutments, and Division Street. This method involved the collection of a 5-liter composite sample consisting of 1-liter discrete

samples collected at 1-minute intervals for five minutes. The duplicate grab samples were collected at each location immediately following sample collection using routine protocols, and consisted of 1-liter grab samples collected using a telescoping pole and a laboratory supplied sample container.

3. ND - Compound was analyzed for, but was not detected. The detection limit is presented in parentheses. 4. NA - River flow was not measured at this location. 5. Blind duplicate results are presented in brackets.

00397667 WB2 Pigc2of2

,PRELIMINAR

03/31 A

TABLE 1

GENERAL ELECTRIC COMPANY PITTSFEELD, MASSACHUSETTS


HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING MARCH 1997 (Concentrations are presented in parts per million, ppm)

Location Hubbard Ave. Bridge Newell St. Bridge Footbridge Adj. to Newell St. Pkg. Lot .yman St. Bridge Elm St. Bridge Dawes Ave. Bridge Holmes Rd. Bridge

Adjacent to Joseph Dr. Jew Lenox Rd. Bridge


rormcr Housatonic Street Abutments

Schweitzer Bridge )ivision St. Bridge

Flow (eft) 320 NA NA NA NA 472 665

NA 807

NA

NA

831 716

(1300)

Sample Method Routine Routine Routine Routine Routine Routine Routine





Duplicate Grab

Aroclor 1016, 1221, 1232, and/or 1242

ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) [ND(0.000022)] ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

Aroclor 1248 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) [ND(0.000022)] ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

Aroclor 1254 ND(0.000022) ND(0.000022) ND{0.000022) ND(0.000022) ND(0.000022) ND(0.000022^ 0.000062 ND(0.000022) 0.000025 0.000064 0.000042 0.000034 0.000038 ND(0.000022) [ND(0.000022)] ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022)

Aroclor 1260 ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 0.000070 0.000033 0.000072 0.000129 0.000101 0.000069 0.000155 0.000036 [0.000030] 0.000023 0.000027 ND(0.000022) ND(0.000022)

Total Aroclon ND(0.000022) ND(0.000022) ND(0.000022) ND(0-000022) ND(0.000022) ND(0.000022) 0.000132 0.000033 0.000097 0.000193 0.000143 0.000103 0.000193 0.000036 [0.000030] 0.000023 0.000027 ND(0.000022) ND(0.000022)

TSS 3.2 10 9.0 12 9.5 11 14

16 22

17

2.8 [2.61

2.4 4.8

(Sec Notes on Page 2)

00397667 WB2 Page I of 2 03/3

3

PREL1MINAF 03/31/

03/

TABLE 1


MCP SUPPLEMENTAL PHASE IIINVEST1GATION/RCRA FACILITY INVESTIGATION OF HOUSATONIC RIVER AND SILVER LAKE

HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING MARCH 1997 (Concentrations are presented in parts per million, ppm)

Notes: 1. Samples were collected by Blasland, Bouck & Lee, Inc., on February 27-28, 1997, and submitted to Northeast Analytical, Inc., for analysis of unfiltered PCBs

and Total Suspended Solids (TSS). 2. Routine sampling methods involved the collection of samples using either the composite grab method or the DH-76 depth integrated sampler, depending upon

water depth and velocity. The composite grab method was used on all locations except for New Lenox Road, Former Housatonic Street Bridge Abutments, and Division Street. This method involved the collection of a 5-liter composite sample consisting of 1-liter discrete samples collected at 1-minute intervals for five minutes. The duplicate grab samples were collected at each location immediately following sample collection using routine protocols, and consisted of 1-liter grab samples collected using a telescoping pole and a laboratory supplied sample container.

3. ND- Compound was analyzed for, but was not detected. The detection limit is presented in parentheses. 4. NA - River flow was not measured at this location. 5. Blind duplicate results are presented in brackets. 6. (1300) -Second flow reading obtained on 2/28/97.

00397667 WB2 P«ge 2 of 2

PRELIMINARY

TABLE 1

GENERAL ELECTRIC COMPANY PITTSF1ELD, MASSACHUSETTS


HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING APRIL 1997 (Concentrations are presented in parts per million, ppm)

Flow Aroclor 1016, 1221, Location (Cft) Sample Method 1232, and/or 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 Total Aroclors TSS POC Chlorophyll (a)

Hubbard Ave. Bridge 317 Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 19 2.1 2.2 Newell St Bridge NA Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 30 2.3 2.5 Footbridge Adj. to Newell St Pkg. Lot NA Composite Grab ND(0.000022) ND(0.000022) 0.000028 0.000027 0.000055 33 0.35 2.0 Lyman St Bridge NA Composite Grab ND(0.000022) ND(0.000022) 0.000124 0.000034 0.000158 41 4.0 2.8 Elm St. Bridge NA Composite Grab ND(0.000022) [ND(0.000022) ND(0.000022) [ND(0.000022)] 0.000033 [0.000044] 0.000033 [0.000027] 0.000066 [0.000071] 53 [53] 4.3 [4.6] 3.7 [3.8] Dawes Ave. Bridge 597 Composite Grab ND(0.000022) ND(0.000022) 0.000067 0.000062 0.000129 48 4.9 3.7 Holmes Rd. Bridge 653 Composite Grab ND(0.000022) ND(0.000022) 0.000043 0.000097 0.00014 47 5.8 3.7 Adjacent to Joseph Dr. NA Composite Grab NIX0.000022) ND(0.000022) 0.000086 0.00013 0.000216 63 4.1 3.9 New Lenox Rd. Bridge 561 Composite Grab ND(0.000022) ND(0.000022) 0.000128 0.000288 0.000416 60 4.1 3.4 Woods Pond Headwaters NA Composite Grab ND(0.000022) ND(0.000022) 0.000031 0.000054 0.000085 26 1.8 2.6 :ormer Housatonic Street Abutments NA Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 4.6 0.55 2.0 Schweitzer Bridge 614 Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 3.9 0.28 1.6 Division St Bridge 925 Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 5.7 0.60 9.2 Andros Road Bridge NA Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 60 0.43 3.1 Bulls Bridge Dam NA Composite Grab ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 3.6 0.52 5.7

Notes: 1. Samples were collected by Blasland, Bouck & Lee, Inc., on March 26, 1997, and submitted to Northeast Analytical, Inc. and/or Aquatic Biological Sciences, for analysis of

unfiltered PCBs, Total Suspended Solids (TSS), Paniculate Organic Carbon (POC), and Chlorophyll (a). 2. Sampling methods involved the collection of composite grab samples at each location, representative of three stations (25,50, and 75 percent of the total river width at each location) at 50 percent of total river depth at each station. 3. ND - Compound was analyzed for, but was not detected. The detection limit is presented in parentheses. 4. NA - River flow was not measured at this location. 5. Blind duplicate results are presented in brackets.

15471550.q Pige 1 of 1 05/08/97

TABLE 2



HOUSATONIC RIVER WATER COLUMN PCB AND TSS DATA RECEIVED DURING MAY 1997 (Concentrations are presented in puts per million, ppm)

Flow Aroclor 1016, 1221, Location

Huboard Art. Bridge (eft) 168

Sample Method Composite Grab

1132, and/or 1242 NTX0.000022)

Aroclor 124S ND(0.000022)

Aroclor 1254 NTX0.000022)

Aroclor 1260 ND(0.000022)

Total Aroclon ND(0.000022)

TSS 1.8

roc 0.36

Chlorophyll (a) 0.00082

Mewell Si Bridge NA Composite Grab NEK0.000022) ND(0.000022) ND(0.000022) ND(0.000022) ND(0.000022) 3.1 0.41 0.0011 Footbridge Adj. to Newell StPkg. Lot NA Composite Grab NTX0.000022) [ND(0.000022)] ND(0.000022) [ND(0.000022)1 ND(0.000022) [ND(0 000022)) NTX0.000022) [ND(0.000022)] ND(0.000022) [ND(0.000022)] 2.2 [2.1] 0.47 [0.38) 000081 [0.00087] LynuaSt Bridge NA Composite Grab NTX0.000022) ND(0.000022) N D(0.000022) ND(0.000022) ND(0.000022) 2.5 0.48 0.00097 Elm St. Bridge NA Composite Grab NTX0.000022) ND(0.000022) ND

Documents

TABLES: GE-MONTHLY STATUS REPORTS, MASSACHUSETTS CONTINGENCY PLAN… · 2020. 8. 23. · 000070. Si.;:,, fur.JRecords Cen'cr . GE - MONTHLY STATUS REPORTS MASSACHUSETTS CONTINGENCY