arTT rj
I Pvefl1 ce & & . .
BOSTON HARBOR — j’ ‘
August 11—15, 1975
In response to a request from Enforcement Division, Permit Branch,
the S & A Division surveyed Qunicy Bay and the Nut Island wastewater
treatment plant (WWTP) sludge discharge line. The purpose of this
survey is twofold, the first to evaluate data submitted by the MDC, the
State of Massachusetts, and the City of Quincy, and the second was to
determine which outf ails in the Quincy Bay area contributed significantly
to increase bacteria counts in the Wollaston Beach area.
Quincy Bay, a part of Boston Harbor receives discharges from the
MDC Nut Island WWTP and tistorm sewer’ T along Wollaston Beach. In addition,
the City of Boston’s Noon Island facility discharges combined sewage
during rainstorm to one of the entrances of Quincy Bay.
In order to accomplish the above mentioned objectives, bacteria
samples were collected on August 11, 12, and 13 from the discharge to the
Bay and the Bay itself. On Friday, August 15, dye was injected into the
Nut Island WtP sludge line to determine where If any, leaks were located.
BACTERIAL STUDIES
Sampling stations were established at the Nut Island WWTF discharge,
in the bubble created by the discharges, at the treatment plant bypass,
at the discharges along Wollaston Beach and the Bay itself. Stations
were also established at the Moon Island facility and off shore of the
Mcon Island discharge but were not sampled because the facility was not
discharging. Figure 1 and Table 1 show and describe the location of the
sampling stations.
Each station was sampled once per day for three days. The outfalls

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2
were sampled during low tide, while the Bay was sampled on the flood tide.
The results of the sample analysis are shown on Table 2. No discharge
was observed at Stations QBAYO4, QBAYQ6 and QBAYO7. Therefore, these
stations were not sampled. A positive outflow was observed at Stations
QBAYO8 through QBAY13.
QBAY11 drains a large surface area, plus Sachem Creek ties into
this outfall. This out of all the outfaUs of Wollaston Beach exhibited
a fairly major flow. Probably somewhere in the area of 100 gallons per
minute. As seen from Table 2, total and fecal coliform counts are
relatively high. The high fecal counts are indicative of sanitary
pollution. As seen by QBAY15 to QBAY17, values off the beach are
relatively low as are all other stations with the exception of the
first three stations located in the boils of Nut Island’s discharge.
The data collected by EPA is relatively close to the data collected
by the state of Massachusetts and by the MDC. However, the City of
Quincy’s data does not correlate with any of the other three sets of
data.
SLUDGE LINE LEAK STUDY
At 0800 on August 15, 1975, just prior to sludge pumping, 15 gallons
of Rhodainine B dye was injected into the sludge line. The sludge line
travels under Quincy Bay to Long Island, along the east side of Long
Island and discharges at the end of Long Island into President Roads.
An overflight was used to observe and photograph the sludge line. The
dye took 2 hours and 21 minutes to emerge at the end of the sludge line.
No dye was observed along the sludge line. Thus, no leaks in the line
were detected. The fact that the dye did not show any leaks indicates

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3
that the sludge did not contribute to an increase in coliform counts in
Quincy Bay.
In addition to determining that there were no leaks in the sludge
line, it was observed two interesting facts, the first being that the
three outf ails on an outgoing tide from Nut Island have a tendency to
flow onto the Peddocks Island’s beaches. Second the sludge from Nut
Island discharged on the outgoing tide heads out of the Harbor through
President Roads.
CONCLUS IONS
1.
The State’s data, MDC’s data, and EPA’s data agree. Quincy’s
data does not agree with the other three.
2. The Nut Island outfalls do not significantly contribute to the
increase in bacteria counts in the Quincy Bay area.
3. Although there were low flows from the eight outfalls on
Wollaston Beach, the coliform and especially the fecal counts
are high. This indicates that there is sanitary sewage flowing
into these storm drains. Whether it is due to illegal connections
or is just storm runoff cannot be determined. However, the
matter should be investigated further as Quincy may be polluting
their own beaches.
4. The Moon Island discharges could not be investigated due to
dry weather conditions. It is recommended that these outfalls
be looked into during a rainfall event to see if they significantly
increase bacteria counts in the general area.
5. This survey was intended to give a handle on the prob .ems incurred
in the Quincy Bay area. It Is by no means a definite hard—core
answer to many questions.

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TABLE 1
SAHPLING POINTS OF QUINCY BAY
Discharge Bubble Long Outfall neai. Peddocks Island.
Discharge Bubble Long Outfall near Sunken Ledge,
Short Outfall Bubble.
Discharge — Bypass near jetty.
— Nut Island Discharge as
— Wollaston Beach outfall
at Quincy Shore Drive.
— Wollaston Beach outfall
— Wollaston Beach outfall
at Quincy Shore Drive.
Wollaston Beach outfall
at Quincy Shore Drive.
— Wollaston Beach outfall
— Wollaston Beach outfall
Quincy Shore Drive.
— Wollaston Beach outfall
Wollaston Beach outfall
— In Quincy Bay at Can Buoy No. 3 off of Wollaston Beach.
— Nut
- Nut
- Nut
- Nut
Island
Island
Island
Is land
QBAY 01
QBAY 02
QBAY 03
QBAY 04
QBAY 05
QBAY 06
QBAY 07
QBAY 08
QBAY 09 —
QBAY 10
QBAY 11
it leaves the plant.
between Hummock Road and Williams Street
at Ocean Street and Quincy Shore Drive.
between Webster and Appleton Streets
between Milton Road and Hollis Avenue
at Cane Road at Quincy Shore Drive.
between Vassall and Beach Streets at
at Sachem Street and Quincy Shore Drive.
at Strand Street at Quincy Shore Drive.
QBAY
QBAY
QBAY
QBAY
12
13 —
14
15 —
QBAY 16 —
QBAY 17 —
QBAY 18 -
Seven hundred yards offshore of Wollaston Beach and 1,250 yards
to the east of Can Buoy No. 3. On a line between Buoy No. 3
and Seal Rock.
Seventeen hundred yards offshore of bridge over Blacks Creek
and 1,000 yards to the east of QBAY 15. On a line between
Buoy No. 3 and Seal Rock.
On a line between marker on Hangman Island and marker on Sunken
Ledge, 500 yards to the southwest of Sunken Ledge marker or 300
yards southwest of Can Buoy No. 1.
Halfway along a line between the marker on Hangman Island and
the stack located on Nut Island.

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TABLE 1 (CONT.)
SAMPLING POINTS OF QUINCY BAY
QBAY 19 — Located at Nun Buoy RB to the northeast of Nut Island
Discharges 001 and 003.
QBAY 20 — Two hundred yards off of Moon Island discharge.
QBAY 21 — Discharge from Moon Island.
QBAY 22 — Location at Pig Rock.

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TABLE 2
BOSTON HARBOR — QUINCY BAY
Sample Analysis
Station
Monday 08/11/75
Temp Sal Coliforms/lOOmi
O °/oo Total Fecal
Tuesday 08/12/75
Temp Sal Coliforins/lOOmi
°C 0/00 Total Fecal
Wednesday 08/13/75
Temp Sal Coliforms/lOOmi
°C 0/oo Total Fecal
QBAYO1
18.0
34.2
220
20
19.2
32.3
790
110
19.3
30.9
490
220
QBAYO2
.
17.9
32.7
50
20
18.6
32.8
220
80
194
31.8
4,900
700
QBAYO3
18.0
33.1
130
50
QBAYO4
No
Flow
QBAYO5
——
——
92,000
13,000
——
——
L240,000
17,200
——
——
160,000
27,800
QBAYO6
No
Flow
QBAYO7
No
Flow
QBAYO8
3,300
200
2,300
200
QBAYO9
21.1
9.9
160,000
13,000
——
——
160,000
17,200
——
——
L240,000
L240,000
QBAY1O
——
——
1,400
K200
——
——
2,200
K200
QBAY11
21.5
7.2
13,000
500
22.0
32.4
54,200
34,800
QBAY12
——
——
L240,000
7,900
——
——
L240,000
34,800
QBAY13
——
——
L240,000
17,200
——
——
L240,000
4,900
QBAY14
21.1g.
33.3
20
1(20
21.6
33.2
K20
K20
22.3
33.4
20
1(20

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TABLE 2 (CONT.)
BOSTON HARBOR — QUINCY BAY
Sample Analysis
Station
Monday
Temp Sal
OC 0/00
08/11/75
Coliforms/lOOml
Total Fecal
Tuesday 08/12/75
Temp Sal Coliforms/lOOmi
°/oo Total Fecal
Wednesday 08/13/75
Temp Sal Coliforms/lOOmi
0/oo Total Fecal
L Greater than
K Less than
QBAY15
21.0
33.2
K20
K20
21.2
33.2
20
K20
23.0
33.6
K20
K20
QBAY16
.
21.9
33.2
K20
K20
20.7
33.6
20
K20
22.1
33.6
K20
K20
QBAY17
19.0
33.4
330
70
19.4
33.7
20
K20
19.7
33.0
330
80
QBAY18
19.3
33.5
130
20
19.5
33.3
490
170
19.3
33.6
K20
K20
QBAY19
18.3
33.4
50
K20
18.3
33.9
790
230
19.3
33.7
700
130
QBAY2O
——
No Flow
QBAY21
——
No Flow
QBAY22
18.0
33.5
110
K20
18.5
33.4
230
230
20.3
33.3
K20
K20

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