HomeMy WebLinkAbout2016 May 23 - Bioclere Field Reports from Coastal Engineering ►
_,�, z60 Cranberry Highway
�„�� Orteans, MA 02fi53 T R A N 5 M I T T A L
C��ST�� 50B.255.651i P 508.Z55.6700 F
Orleans j Sandwich �Nantucket
engineer�ng �o. coastalengineeringcompany.com
To: Department of Environmental Protection Date: 05/16/16 Project No. WYAOZ4.00
Attn: Title 5 Program Via: �ist Class Mail �Pick up �Delivery QFed Ex
One Winter Street, 6th Floor Fax:
Boston, MA OZ108 Phone:
Subject: Shaw's Supermarkets, Inc. No. of pages to follow:
1106 Route 28 ��������
South Yarmouth, MA
PILOTING USE PERMIT MAY � 3 4�0�6
HEALTH DEPT.
� Plans � Copy of Letter � Specifications � Other see below
We are sending the following items:
Copies Date No. Description
1 OZ/24/16 WYA024.00 Biodere Field Report with DEP form
1 OZ/11/16 WYAOZ4,00 Laboratory Report with Test results sheet
Ofor approval �for your use �as requested Ofor review 5 comment �
Remarks: Enclosed are the reports for O�M services �onducted in April, Z016. The system is operating properly
and during this reporting period no equipment was replaced. The effluent test results show good system
performan�e, as all dis�harge limits were met. The average daily flow during this reporting period was
1,811 gallons per day.
cc: _- Yarmouth Board of Heafth By: Chad A. Simmons
_. _ __
George Giannouloudis, Shaw's _ _ _ ._ __
_ _ _ _ __._ _ _
_ _ _
AquaPoint.3 LLC _ _ _
CAS/VSW D:\DOC\W\WYA\024\Reports\2016-05-16 TransDEP.doc
NOTE:If enclosures are not as noted,please contact us at(50B)255-6511
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PILOTING PERMIT No.: W033722
NAME OF PROJECT: Shaw's Supermarket, Inc.
FACILITY LOCATION: 1106 Route 28
South Yarmouth, MA
DATE SAMPLED: 4/26/2016
PARAMETER UNITS FFLUENT
pH pH units 7.42
Flow avg. daily) gpd 1,811
TKN mg/L 5.40
Nitrite-N mg/L <0.25
Nitrate-N mg/L <0.25
Total Nitrogen mg/L 5.40
REMARKS: Effluent grab samples are collected from the pump chamber after
the anoxic denitrification tank. The test results show good system
perFormance.
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; Massachusetts Department of Environmental Protection '
�sBureau of Resoure Protection - Title 5 ,
� DEP A roved Ins ection and O&M Form for Title 5 UA '
i pp p
Treatment and Disposal Systems .
Important:When _ _ _ _ _
fillingoutformson /4. �t1St1��8t1011
the computer,use
only the tab key to Shaws Supermarkets, Inc.
move your cursor Owner
-do not use the 1106 ROute 28
retum 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
S. McCahill/K. REzendes 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 i
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D. Operating Information �
2016-04-27 � f
lnspection Date : Previouslnspection Date �
Pumping Recommendk�i0�] Yes � No i
Sludge Depth
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� Massachusetts Department of Environrnental Protection �
�f= �"- Bureau of Resoure Protection - Title 5 '
� �
F :��' DEP Approved inspection and O&M Form for Title 5 I/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 tess
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
I ����
9Pd
Parameters sampled:B pH ❑ BOD ❑ CBOD ❑ TSS � 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:
O&M conducted, pulled and serviced EQ pumps. Effluent sample was collected.We are adding ;
process control chemicals on site and the system is operating properly at this time. '
Notes and Comments
O&M conducted,pulled and serviced EQ pumps. EfFluent sample was callected:We are adding
process control chemicals on site and the system is operating properly at this tim.e:
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__
,� Massachusetts Department of Environmental Protection t
� " Bureau of Resoure Protection - Title 5
��� ,
���� D E P A p p r o v e d I n s p e c t i o n a n d O&M F o r m f o r T i t l e 5 l/A
Treatment and Disposal Systems
__ _ _ _
, _ _ H. Certification
_ __ __ . _
_ _
t certify:l have inspected the sewage treatmenf and disposaf 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 certified operator in accordance with 257 CMR 2.00.
������� ����C`�
Operator Signature Date
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 315t of each year for the previous calendar year
Piloting Use-within 45 days of inspection date
Provisional Use-by March 31St of each year for the previous 12 months
General Use-by September 31 St of each year for the previous 12 months
Send to: _ _ _
- Department of Environmentaf Protection '
_ Attention; Titfe 5 Program _ : _
_ One Winter Street 5th Floor _
', _ Boston,MA 02108
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DATE FILED BOH �
_� 26� Eranberry Highway
.��;,��� Orfeans,MA:aZ653
�flAST�L Sog.z�5.651�P 508 i 55 57D0 F
Qrleans � Sandwich Nantucket
y .
engineer�ng cQ. �oastalengineeringcompany.com ;
__ _ _ _. . _ _ _ __ _ _ _ _ _
BIOCLERE FIELD REPORT ,
Date: "1 l . ` Time; : Installation: Sampled: �( i
Clientc \ Project No: � Service: Commissioned:
Address: Other. Schedul2d O�M:
Seasonal Property Y/
Inspector. k[ Certification# � 'Z
Biodere Model Number(s)
1)Odor around site? Y N Sour�e of odor?
Check all that apply: Septic Musty Mild: Medium: �
Z) Field Testing: EFFLUENT: pH � D.O. -- Temp — Colo Odor
Turbidity . Solids INF pH �
3) a) Measure sludge in primary tanks and grease traps as required: _ _
b) Sludge depth in primary tank: Scum depth: Siudge depth: '
c) Does grease trap need pumping? Y / N '
UhI1T 1 UHIT Z
BiOCLERE VENTS
a) Is air passing through the vent? Y N N
if in doubt put a small plastic bag around vent and allow to filL ` -
b)Is the fan operating and in good �ondition? N Y N
GENERAL
a)Any external damage to the unit(s)? If Yes, provide details on ba�k. Y / N Y N
b)Are cover,fan box and control panel se�urely locked7 � / N / N
c)Any�lter flies in the unit7 Y/ N w/many Y few/many
Location of flies:
d)Lo�ks/latches/handles. OK? y � N � N
e)Lid gasket OK? / N / N
fl Does the fan box �ontain standing water7 Y Y N
If Yes,then remove water and �lean drain holes if necessary.
BIOMASS CHARACTERIZA'FION
a) Color of biomass7
1)white 2)white/gray 3)gray 4)gray/brown 5)brown 6)red/brown 7)black �`
B)other �.J
b)Thickness of biomass 6-12 inches below media surface.
1}light 2) medium 3) heavy
NOZZLE SPRAY PATTERN
a)Does spray cover the entire surface area of inedia? Y / N Y N
If not, clean each nozzle with a bottle brush
Does the spray now cover the entire surface area7 Y N Y / N
if not then:
1} remove nozzfes and soak in a blea�h solution
2) manually engage both dosing pumps for two minutes
3)replace nozzles
Does the spray now�over the entire surface area7 Y / N Y / N
If not, �onsult AquaPoint, In�.
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PUMPS AND CONTROL PANEL
�
a) Re�ord dosing and recycle pump timer settings from �ontrol paneL i
Dosing Pump 1: min on: min oif: min on:/ min off:
Dosing Pump 2: min�on:/ min off: min on:/Q min off: �
Recycle Pump: min on; hrs off; min on: hrs ofif:
In Biodere �ontrol panel set dosing and re�yde timers to a test �ytle:
a)Amperage of dosing pump 1: amps amps
b)Amperage of dosing pump Z: amps amps
�)Amperage of recycle pump: � amps ,'7 amps
Are dosing pumps alternating? Y N � N
Are the timers operating properly? Y N Y N
Visually inspect relays for wear and record problems below,
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*Ifi spare components are needed �onta�t AquaPoint, In�. '
If an ammeter is not available set the timers to a test �y�le as above and at the �
Biodere check the pumps' operation as follo�vs:
Dosing pumps: che�k that pump(s) are operating, alternating and the Pump 1 OK? Y / N Pump 1 OK? Y / N {
designated rest cyde is occurring. Pump 2 OK? Y / Pump Z OK? Y /
N N
OK7 Y / N OK? Y / N
*If pumps or control components are not operating properly, re�ord below
And consult AquaPoint, [nc.
RESET TIMERS TO ABOVE SETTINGS:Note any changes here: min on: min o�f: min on: min of�:
*Do not change timers without consulting AquaPoint, inc. min on: min off: min on: min off: '
PLUMBWG
a)Are ihe unions in the Bioclere leaking? Y / N Y N
If yes,then tighten with pipe wren�h
FIISAL CHECK
a) Main power"on" and set toggle for all pumps to "normal° position. / N Y / N
b)Alarm toggle set to the"ON" position. y N N
c) Lock control panel, Bio�lere �over and fan box.
d) If possible,�record the water meter reading: _
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REPORT SUMMARY: !
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SIGKATURE:
D;IFORMS Cu ech5er i - r\ lere eld Report.doc
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� R.1. ANALYTICAL - Page 1 of2 ;
Specialists in Environmentai Services -
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_ _ . CERTIFICATE OF ANALYSIS _ t
. _..._ . . . . . . ... .. . . . C
Coastal Engineering Co., Inc. Date Received: 4/26/2016 '
Attn: Mr. Chad Simmons Date Reported: 5/9/2016
260 Cranberry Highway P.O.#:
Orleans, MA 02653 Work Order#: 1604-09408
;
DESCRIPTION: PROJECT#WYA-024.00 -YARMOUTH SHAWS
Subject sainple(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 lisfed in the methods column of the Certificate of Analysis. `
- Data qualifi�rs (if present) are explained in fu11 at the end of a given sample's analytical results.
The Detection Limit is defined as tfie 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 applicableto 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 Illinois Avenue,Warwick,RI 02888 yyyyyy,rianalytical.com 131 Coolidge Street,Suite 105, Hudson,MA 01749
Phone:401.737.8500 Fax:401.738.1970 Phone:978.568.0041 Fax:978.568.0078
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R.I. Analytical Laboratories,Inc.
CERTIFICATE OF ANALYSIS
Coastal Engineering Co., Inc:
Date Received: 4/26/2016
Work Order#: 1604-09408
Sample# 001
SAMPLE DESCRIPTION: EFFLUENT
SAllZPLE TYPE:GRAB SAMPLE DATE/TIl1'IE: 4/26/2016 @ 0730
j SAMPLE DET. DATE/TIME
PARAMETER RESULTS LIMIT UNITS METHOD ANALY2ED ANALYST
pH(field) 7.42 SU 4/26/2016 7:30 *CS
TKN(as N) 5.4 0.50 mgA SM4500NOrg-D 18-21 ed 5/6/2016 16:38 NJJ
Nitrite(as N) <0.25 0.25 mg/1 EPA 300.0 4/26/2016 23:48 ALR
Nitrate(as N) <0.25 0.25 mg/1 EPA 300.0 4/26/2016 23:48 ALR
*CS-Field sampling data was provided by Coastal Engineering Company,Inc.
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