HomeMy WebLinkAbout2015 Nov 30 - Bioclere Field Reports from Coastal Engineering �
��ASTAL
ENG�1vEERII�G
�a�P�� �� T RA N S M I TTA L
,
26Q Crarsberry Highway,Orieans,MA t?2653
5�8.255.b511 ■ Fax 5fl8.255.�740 a coastafeogineeringcompany.com
To: Department of Environmental Protection Date: 11/30/15 Project No. WYA024.00
Attn:Title 5 Program Via: �1st Class Mail ❑Pick up �Delivery❑Fed Ex
One Winter Street, 6t" Floor Fax:
Boston, MA 02108 Phone:
GiLC�C��ML�D
Subject: Shaw's Supermarkets, Inc. No. of pages to follow: �t� � 71015
1106 Route 28 HEALTH DEPT.
South Yarmouth, MA
PILOTING USE PERMIT
❑ Plans ❑ Copy of Letter ❑ Specifications � Other see below
We are sending the foliowing items:
Co ies Date No. Description
1 10/14/15 WYA024.00 Bioclere Field Re ort .
1 10/14/15 WYA024.00 Laborato Re ort
�for approval �for your use ❑as requested ❑for review&comment ❑
Remarks: Enclosed are the reports for O&M services conducted in October, 2015. The system is operating properly
and no equipment was replaced during this reporting period. The effluent test results show good system
performance, as all discharge limits were met.The average daily flow during this reporting period was 1,521
gallons per day.
cc: Yarmouth Board of Health By: Chad A. Simmons
George Giannouloudis, Shaw's
_
AquaPoint.3 LLC
CAS/VSw D:IDOCIWIWYA10241Reports12015-11-30 Oct-15 TransDEP.doc
NOTE: IF ENCLOSURES ARE NOT AS NOTED� PLEASE CONTACT US AT �SOH� 255-6511.
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:
R.1 . ANALYTICAL Page 1 of2
Specialists in Environmental Serviees
CERTIFICATE OF ANALYSIS
Coastal Engineering Co., Inc. Date Received: 10/14/2015
Attn: Chad Simmons Date Reported: 10/30/2015
260 Cranberry Highway P.O. #:
Orleans, MA 02653 Work Order#: 1510-22185
DESCRIPTION: PROJECT#WYA024.00 YARMOUTH SHAWS
Subject sample(s)has/have been analyzed by our Warwick, R.I. 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 LAI0033, MA M-RI015, CT PH-0508, ME RI00015,NH 2537,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 W�,rianalytical.001'1'1 131 Coolidge Street,Suite 105,Hudson,MA01749
Phone:401.737.8500 Fax:401.738.1970 Phone:978.568.0041 Fax:978.568.0078
. ��'/3��I,5
' Page 2 of 2
R.I.Analytical Laboratories,Inc.
CERTIFICATE OF ANALYSIS
Coastal Engineering Co.,Inc.
Date Received: 10/14/2015
Work Order#: 1510-22185
Sample# 001
SAMPLE DESCRIPTION: EFFLUENT
SAMPLE TYPE:GRAB SAMPLE DATE/TIME: 10/14/2015 @ 07:30
SAMPLE DET. DATE/TIME
PARAMETER RE5ULTS LIMIT UNITS A'IETHOD ANALYZED ANALYST
pH(field) 7.50 SU 10/14/2015 7:30 *CS
Nitrite(as N) 0.45 0.20 mg/1 EPA 300.0 10/15/2015 4:52 MEB
- Nitrate(as N) 0.55 0.20 mg/1 EPA 300.0 10/15/2015 4:52 MEB
TKN(as N) 3.2 0.50 mg/1 SM4500NOrg-D 18-21 ed 10/29/2015 17:10 JGL
*CS-Field sampling data was provided by Coastal Engineering Company,Inc.
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I/A System inspection �,���°�� �
1106 Route 28, Yarmouth ° �
# �
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Barnstable County Department of Heaith and Environment �r��,���
P.O. Box 427, Barnstable, MA 02630
Site Address 1106 Route 28, Yarmouth
I/A Component Bioclere
Contractor Coastal Engineering, Co. inc.
Operator Name Kevin Rezendes
Sample Date &Time 10/14/2015 C� 7:00 am
Field Testing
Color ❑ Gray O Brown � Clear ❑ Turbid ❑ Other
Odor ❑ Musty � Earthy ❑ Moldy ❑ Offensive ❑ Turbid
Effluent Solids � No ❑ Some
pH 7.5 SU D.O. mg/L Turbidity 1.28 NTU Settleable Solids 0.000 ml/L
Site Conditions
Seasonal Residence � No ❑ Yes
Air Temperature degress F
Weather Conditions '
Operating Information
Sludge Depth 18.00 inches
Scum Layer Thickness 3.00 inches
Pumping Recommended � No ❑ Yes
Soil Absorption System Observations
Signs of Breakout � No ❑ Yes ❑ Unknown
SAS Ponding Above Invert � No � Yes ❑ Unknown
Depth of Ponding inches
;
Maintenance Issues
Inspection Completed? � Yes ❑ No
Approval Violations None
Cleaning/Lubrication Performed Cleaned BioClere Nozzles
Control Adjustments None
Test Pumps/Switches/Alarms Checked/Tested Panel, Alarms, Timers, Relays, Floats,
Chemical Feed, and Pumps.
Equipment Failures None _
Parts Replaced None
Corrective Actions Recommended None
Other Comments
Comments O&M conducted/Sampled Effluent/System operating
correctly at time of inspection
.
Technology Checklist for Bioclere
Odor Around Site ❑ Yes � No
Source of Odor
Odor Description Mild Medium Strong Musty Septic
�h+'�c1�all�hat -� � � � ��� �" � ��, � �,� � �,, ,� � �
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Scum Depth in Primary Tank 3
Sludge Depth in Primary Tank 18
Does Grease Trap Need Pumping ❑ Yes � No
Unit 1
Yes No
Air Passing Through Vent �C
��n;{3peratang Y'��f�,�� ���� `�� �����'�� .�v w ,t ,,,,,.,•�.,.� �, � � �.�.. �' �� ��3���
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General
External Damage � Yes � No
Cover/Fan Box/Ctrl Panel Locked � Yes ❑ No
Flies on the Unit ❑ Yes � No
Number of Flies ❑ Few ❑ Many
Location of flies
Locks/Latches/Handles Ok � Yes ❑ No
Lid Gasket Ok � Yes ❑ No
Standing Water in Fan Box ❑ Yes � No