HomeMy WebLinkAbout2016 Jun 16 - Bioclere Field Reports from Coastal Engineering r
_� 26o Cranherry Highway
..,..—_.,,,,,r,,���`- , Orleans,�oZ��3 T R A N 5 M I T T A L
������� 508.Z55.5511 P 508.255.bJ00 F
Orleans ] Sandwich � Nantucket
engineering to. coastalengineeringcompany.rom ,
To: Department of Environmental Prote�tion Date: 06/16/16 Project No. WYA024.00
Attn: Title 5 Program Via: �ist Class Mail �Pick up �Delivery QFed Ex
One Winter Street, 6th Floor Fax:
Boston, MA OZ108 Phone:
G?�"��:�:��i�
Subject: Shaw's Supermarkets, Inc. No. of pages to follow:
�1oc Route zg JUN Z �'2016
South Yarmouth, MA
PILOTING USE PERMIT HEALTH DEPT.
� Plans � Copy of Letter � Specifications � Other see below
We are sending the following items:
Copies Date No. Descriptian
1 05/Z5/16 WYAOZ4.00 Bio�lere Field Report with DEP form
1 05/18/16 WYAOZ4.00 Laboratory Report with Test results sheet
�for approval �for your use �as requested �for review 6 comment ❑
Remarks: Enclosed are the reports for O�M services conducted in May, 2016. The system is operating properly and
during this reporting period no equipment was repla�ed. The effluent test results show good system
performan�e, as all discharge limits were met. The average daily flow during this reporting period was
1,803 gallons per day.
cc: •Yarmouth Board of Health By: Chad A. Simmons
George Giannouloudis, Shaw's -
AquaPoint.3 LLC
CA$/VSW D:\DOC\W\WYA\024\Reports\2016-06-16 TronsDEP.doc
NOTE:If en[losures are not as noted,please contact us at(508)255-6511
c
PILOTlNG PERMIT No.: W033722
NAME OF PROJECT: Shaw's Supermarket, Inc.
FACILITY LOCATION: 1106 Route 28
South Yarmouth, MA
DATE SAMPLED: 5/18/2016
PARAMETER UNITS FFLUENT
pH pH units 7.41
Flow(avg. daily) pd 1,803
TKN mg/L 3.80
Nitrite-N mg/L <0.25
Nitrate-N mg/L <0.25
Total Nitrogen mg/L 3.80
REMARKS: Effluent grab samples are collected from the pump chamber after
the anoxic denitrification tank.The test results show good system
performance.
� l��� �/��/��
` R.1 . ANALYTICAL
Page 1 of 2
Specialists in Environmentai Services
CERTIFICATE OF ANALYSIS
Coastal Engineering Co., Inc. Date Received: 5/19/2016
Attn: Mr. Chad Simmons Date Reported: 5/26/2016
260 Cranberry Highway P.O.#:
Orleans, MA 02653 Work Order#: 1605-11506
;
DESCRIPTION: PROJECT#WYA-024.00 YARMOUTH SHAWS
Subject sample(s)has/have been analyzed by our Warwick, RI laboratory with the attached results.
Reference: All parameters were analyzed by U.S. EPA approved methodologies. '
The specific methodologies are listed in the methods column of the Certificate of Analysis.
Data qualifiers (if present) are explained in full at the end of a given sample's analytical results.
The Detection Limit is defined as the lowest level that can be reliably achieved during routine laboratory
conditions.
The Certificate of Analysis shall not be reproduced except in full, without written approval of R.I. Analytical.
Results relate only to samples submitted to the laboratory for analysis.
Test results are not blank corrected.
Certification# (as applicable to the sample's origin state):
RI LAI00033, MA M-RI015, CT PH-0508, ME RI00015,NH 2O70,NY 11726
If you have any questions regarding this work, or if we may be of further assistance,please contact
our customer service department.
Approved by:
enc: Chain of Custody
41 IllinoisAvenue,Warwick,RI 02888 yyyyyy,rianalytical.0011'1 131 Coolidge Street,Suite 105, Hudson,MA01749
Phone:401.737.8500 Fax:401.738.1970 Phone:978.568.0041 Fax:978.568.0078
i
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` Page 2 of 2 ,
R.I. Analytical Laboratories,Inc.
CERTIFICATE OF ANALYSIS
Coastal Engineering Co.,Inc. '
Date Received: 5/19/2016
Work Order#: 1605-11506
Sample# 001
SAMPLE DESCRIPTION: EFFLUENT
SAMPLE TYPE:GRAB SAMPLE DATE/TIME: 5/18/2016 @ I1:00
SAMPLE DET. DATE/TIME
PARAn�dETER RESULTS LI1��IIT UNITS METHOp ANALYZED AIVALYST f
Nitrite(as N) <0.25 0.25 mg/1 EPA 300.0 5/20/2016 2:45 ALR �
Nitrate(as N) <0.25 0.25 mg/1 EPA 300.0 5/20/2016 2:45 ALR
TKN(as N) 3.8 0.50 mg/1 SM4500NOrg-D 18-21ed 5/24/2016 22:35 APD
pH(field) 7.41 SU 5/18/2016 11:00 *CS
*CS-Field sampling data was provided by Coastal Engineering Company,Ina
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` � Massachusetts Department of Environmental Protection
'�`` Bureau of Resoure Protection - Title 5
f5 �� DEP Approved Inspection and O&M Form for Titte 5 t/A '
Treatment and Disposal Systems
Important:When
filling outforms on /0►. Installation :
the computer,use
only the tab key to Shaws Supermarkets, Inc.
move your cursor Owner
-do not use the 1106 Route 28
return key.
Facility Street Address
� Yarmouth 02664
� City zip
Mailing address of owner, if different:
� P.O. Box 600
Street Address/PO Box:
East Bridgewater 02379 �
City State Zip
Telephone Number
B. Authorized Service Provider
Coastal Engineering, Co. Inc.
O&M Firm
260 Cranberry Highway
Street Address
Orleans MA 02653
City State Zip :
508-255-6511
Telephone Number �
SKM/KWR 12499/ 17282
Certified Operator Name Certification Number
C. Facility/System Information
W033722 30 Series
DEP ID Manufacturer ID Model Number
2005-06-03 2005-06-03
Installation Date Start of Operation
Approval Type: ❑ General ❑ Provisional � Piloting ❑ Remedial
Seasonal Residence-used less that 6mo./year: ❑ Yes � No
D. Operating Information
2016-05-25 �
Inspection Date Previous Inspection Date
Pumping Recommended ❑ Yes � No
Sludge Depth
� , Massachusetts Department of Environmental Protection
'�" ' Bureau of Resoure Protection - Title 5
r �'�� DEP Approved Inspection and O&M Form for Title 5 !/A
Treatment and Disposal Systems
E. Field Testing
Field Inspection:
Color: ❑ Gray ❑ Brown � Clear ❑ Turbid
❑ Other(specify)
Odor: � Musty ❑ Earthy ❑ Moldy ❑ Offensive ❑ Turbid
Effluent Solids: � No ❑ Some
-- �
pH 7.5 SU DO 0 mg/L Turbidity 0 NTU
6 to 9 2 or greater 40 or less
Should a Remedial or General Use system fail the Field Testing,effluent samples shall be collected
per Standard Methods and analyzed for BOD and TSS.
F. Sampling Information
Samples Taken: ❑ Influent � Effluent
Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use
nitrogen reducing systems
/�fo�
9Pd
Parameters sampled:� pH ❑ BOD ❑ CBOD ❑ TSS '�J TN ❑ Other(list below)
Other 1 Other 2 Other 3
G. Inspection and Maintenance
Description of any maintenance performed since previous inspection&during this inspection: ;
Conducted O&M. Influent and EfFluent Field Testing.System is operational. No equipment was
replaced.
Notes and Comments
Conducted O&M. Influent and Effluent Field Testing. System is operational. No equipment was
replaced.
� � Massachusetts Department of Environmental Protection
�ti Bureau of Resoure Protection - Title 5
. 4 DEP Appraved Inspection and O&M Form for Title 5 IlA
Treatment and Disposal Systems
H. Certification
I certify: I have inspected the sewage treatment and disposal system at the address above, have
conducted the required Field Testing and/or sample collection in accordance with Standard Methods,
have completed this report and the attached technology operation and maintenance checklist, and the
information reported is true, accurate, and complete as of the time of the inspection. I am a
Massachusetts rtified operator in accordance with 257 CMR 2.00.
C�� 5/a��i,�
Operator Signature Date
- _ - - — i
System owner must submit this report, technology O&M checklist, and any required sampling results
to the local board of health as follows for each inspection performed:
Remedial Use-by January 31 St of each year for the previous calendar year
Piloting Use-within 45 days of inspection date
Provisional Use-by March 315t of each year for the previous 12 months
General Use-by September 31�of each year for the previous 12 months
Send to:
Department of Environmental Protection
Attention: Title 5 Program
One Winter Street 5th Floor
Boston, MA 02108
� �
DATE FILED BOH
.
_j z60 [ranberry Highway
�� Qrleans,MA 02653
508.255.6511 P 508,255,5700 F
C�ASTA L Orleans � Sandwich �Nantucket
. .
eng�neer�n� eQ. coastalengineeringcompany.com
BIOCLERE FIELD REPORT
Date: (j Time: ; Installation: Sampled:
Client: � Proje�t No.: � Service: Commissioned:
Address; Other; Scheduled 05M;
Seasonal Property Y N
inspector. Certification#
Biodere Model Number(s)
1) Odor around site? Y N Source of odor?
Che�k al)that apply: Septic Musty Mild, Medium:
Z)Field Testing: EFFLUENT: pH ?.;�j D.O. —� Temp � Color Odor V
Turbidity �.� Solids — INF pH .
3) a)Measure sludge in primary tanks and grease traps as required:
b)Sludge depth in primary tank; Scum depth: Sludge depth:
�) Does grease trap need pumping? Y /
UNIT 1 Uh[tT Z
BIOCLERE VENTS
a) Is air passing through the vent? Y N Y N
If in doubt put a small piastic bag around vent and allo�v to fill.
b) Is the fan operating and in good condition? Y N Y N
GENERAL
a)Any external damage to the unit{s)? If Yes, provide detaiis on back. N / N
b)Are cover,fan box and control panei securely locked7 N / N
�)Any filter flies in the unit7 Y N ew many Y N fe many
Location of flies: �
d)Locks/latches/handles. OK7 / N / N
e)Lid gasket OK? Y N / N
fl Does the fan box contain standing water? Y / Y / N
if Yes,then remove water and clean drain holes if necessary.
BIOMASS CHARACTER[ZATION
a)Color of biomass?
1)white z)white/gray 3)gray 4)gray/brown 5)brown 6)red/brown 7)black � �
8)other
b)Thickness of biomass 6-1Z in�hes below media surface.
i) light 2) medium 3} heavy
NOZZLE SPRAY PATTERN
a)Does spray cover the entire surface area of inedia? Y / N Y N
If not, dean each nozzle with a bottle brush
Does the spray now �over the entire surface area? Y N Y / N
If not then:
1) remove nozzles and soak in a bleach solution
2) manually engage both dosing pumps for two minutes
3) replace nozzles
Does the spray now cover the entire surfa�e area7 Y / N Y / N
If not, tonsult AquaPoint, In�.
+ � �
JOB#
.
, PUMPS QND CONTROL PANEL
a)Re�ord dosing and recycle pump timer settings from �ontrol panel.
Dosing Pump 1: min on: min off: min on:/ min off:
Dosing Pump 2: min on; min off: min on: � min off:
Recycle Pump; min on: hrs off: min on: hrs off:
In Bioclere control panel set dosing and reryde timers to a test�y�le;
a)Amperage of dosing pump 1: • amps . amps
b)Amperage of dosing pump 2: •/ amps . Z,Z, amps
�)Amperage of recycle pump; , amps , amps
Are dosing pumps alternating? / N / N
Are the timers operating properly? Y N / N
Visually inspect relays for wear and re�ord problems below.
*if spare components are needed contact AquaPoint, Inc.
_ --- - - . . _ _—- __— _ _ ________ - - �
If an ammeter is not available set the timers to a test�yde as above and at the
Bioclere check the pumps' operation as follows:
Dosing pumps: check that pump(s) are operating, alternating and the Pump 1 OK? Y / N Pump 1 OK? Y / N
designated rest cyde is o�curring. Pump Z OK? Y / Pump 2 OK? Y /
N N
OK? Y / N OK? Y / N
*If pumps or �ontrol components are not operating properiy, record below
And consult AquaPoint, Inc. '
RESET TIMERS TO ABOVE SETTINGS: Note any changes here: min on: min off: min on: min ofF:
*Do not�hange timers without consulting AquaPoint, In�. min on: min off: min on; min off:
PLUMB(NG
a)Are the unions in the Bio�lere leaking7 Y / N Y N
If yes,then tighten with pipe wren�h
FINAL CHECK
a) Main power"on" and set toggle for all pumps to °normal° position, / N N
b)Afarm toggle set to the"ON° position. Y N N
�)Lock control panel, Bioclere cover and fan box.
d) If possible, record the water meter reading: ;
REPORT SUMMARY:
� � '
, T �
► / t,wer
SIGHATURE:
D:\FORMS Cur nt\ Services a ater\Bioder Fre porf.doc