Loading...
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. . �j/z ///,�a�iS : 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. . o � �° I o ¢ . !� aa'i ^ �" O w � q � r = c y 9 1 'a � -, u � w � N Q � 1a (� ¢ y -O � - a� C' � U � � r,� � I o � � � p o�n � � � ,,rr�� � � o � A � a °' ^ n z a � � � Q � a ,� 'p', � o O F� R v � � 4 `�" E �y A i� � � � � o 0 m �i 2 v � Z p � r i � v'�i � z � � 0 2 �� ��� 3 � O O � L?5 � � 2 .��. � z � °o°'.� e e� �� �1 tm � � N &`q' V O � � r L V � V � � 'p � � O� [W ��Y _ ""'� � .ya c. w _. � o � � � Z .� _ m � �.+. Z � t. _. . � c o u � � � r i� a z O J C A � � a � d Z a /J 7,C � . � � � O � � �f� Y Z � ! ` (�� �"J Il. Z � � " U S � .S .J � Cj O � �' �- � N� -� `�-� �. � � m c . ci � o >, o �+ n � � p E" �! z < � _. � � m cL �e'l , 1 ��� Z � °�-• � o A V U ` � ' z � � a "' c�a ¢ y�2po� x?ilEy� e � �' � .. c o ^� � W U � . � _ _ d apo�uo�Enzasasd Z � .� � � z cn � ` � 0 = c-'n �adfs,�g siautE�uo�30# p- (.�, � � U � �s = f � � w � Q cn - a�tsoduzo�so qa.�� ��( � - �, � i ` _ � � ° a a� o � n c ' - ' O � p {� � � � a c _ . .- .-� M � . � � �� �'�� > � m � o �i � � -, - �� G1 � C � � � N '�- � N-`.:.` � i aJ 0 � ;...� � � G�1 � •� � . � � ai - 2 � � > �� • � � . x � ,'� t.°:::� � o K _�_ v � � � - m y r '=, � , �-' _ � . T �W'� � .� p � A '� a`- r ,� N N _ � • �ti � � � ' �-�. ..�� r, ,.+ � O :'r� >.� � �� O O � .t�`—� ' r 9 c�l �+ � � =y� U ,ti c� �.� � M ? �.,� cn � � E �: �. � � :_:� c � � � o.:.`� m x o ..�� �. .�- � .` -� � "� � > a� L ; Q > ro .�'�;: � � _� � � ,� 1 � � � ` 1 � -��7 _ �. :�'. !� � U 2 � < - � v� (�j C3 ot :::t :�__� � . � v� � , - � �, � �J � :� � `:�. � � . � IS V � tn � _ `� � �f' � � .;�n .:.� o � � � � � � en _ _ a � ,- u U �..� :.:.._. p M '! U r 1 C� � ?, �j � Q :;Q (� .. T N Cr1 l� " 7JJ � V �j a m _ .� � oo ^' . . � � q • y � -��t17 - �� > o�o � ". ^C � � (^_^ � � � � c ..,.� � O � .�.-� � y �V O + '� f�/�1 � a r � � �d '"' V � �O � Lt• ,C "y '� O �� S� °� C7 (r � � . ;� . M hi y c ai c � c� � a � p � � y c o � U � .:. � o�o U_ � � Z � � n, a c� � 4j � �� • � 3 `� � ti ¢ � E= h Rs �, a ` `� r � � � ,~ N cn � � ��, n' c � � 3 Q� w .V � � 0 ''1 � . .. O C"y V U V U .L) '=° > °O A U � � CU c� � I I/A System inspection �,���°�� � 1106 Route 28, Yarmouth ° � # � �� 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 -� � � � ��� �" � ��, � �,� � �,, ,� � � _- � �-�� �� � � h���� � �����. '' �' �-`� � - :�- � `��� �� :.,.:,.,.. .. : a.�. �a.�F�' ��+.�'�; .,._�...�„�. ._�. . . ��� � - . .._,:� �.E.x..,..._.._ .,.,,,. . .., :.: . .._�.:� , -l?;3"�?f.e.�a� ,.�...,,_. _ , ., -. ';.: s�'. 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��� ; , . - � �� _ .. ; .� ��� �� : .... ,,. _.. _. a.,��v.�,.��..__��,��.�,..` . �.� ��..��;''. 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