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Home My WebLink About2016 Nov 16 - Bioclere Field Reports from Coastal Engineering, � � � ; , _,,,�,,._ 260 Cranberry Highway � � y� Orleans,MA 02653 T R A N S M I T T A L � 508.255.6511 P 508.255.6700 F i �C�ASTA� Orleans j Sandwich �Nantucket i � � eng�neer�ng co. coastalengineeringcompany.com To: Department of Environmental Protection Date: 11/16/16 Project No. WYA024.00 Attn: Title 5 Program Via: �ist Class Mail �Pick up �Delivery �Fed Ex One Winter Street, 6ih Floor Fax: Boston, MA 02108 Phone: ��D � _-___ _— — �Ce� ; 8 �Q16 Subject: Shaw's Supermarkets, Inc. No. of pages to follow: FlEALTH DEPT. 1106 Route 28 South Yarmouth, MA PILOTING USE PERMIT � i I ! � Plans � Copy of Letter � Specifications � Other see below ' We are sending the following items: ( Copies Date No. Description � 1 10/1Z/16 WYA024.00 Sample results reporting form i 1 10/1Z/16 WYA024.00 Laboratory Results 1 10/1Z/16 WYA024.00 Field report with DEP report � � I ' �for approval �for your use �as requested Qfor review b comment � Remarks: En�losed are the reports for O�M services conducted in October, 2016. The system is operating properly ; and during this reporting period no equipment was repla�ed. The effluent test results show good system iperforman�e, as all discharge limits were met. The average daily flow during this reporting period was 'i 2,883 gallons per day. i i � i cc: �armouth Board of Health By: Chad A. Simmons _ i George Giannouloudis, Shaw's AquaPoint.3 LLC ; � � ! CAS/VSW D:\DOC\W\WYA\024\Reports\2016-11-16 TransDEP.doc i NOTE:If enclosures are not as noted,please contact us at(508)Z55-6511 I t 1 M ! PILOTING PERMIT No.: W033722 ; i NAME OF PROJECT: Shaw's Supermarket, Inc. � FACILITY LOCATION: 1106 Route 28 � South Yarmouth, MA DATE SAMPLED: 10/12/2016 PARAMETER UNITS EFFLUENT pH pH units 7.50 ; Flow av . daily) gpd 2,883 " TKN mg/L 3.50 Nitrite-N mg/L <0.25 Nitrate-N m /L <0.25 Total Nitrogen mg/L 3.50 s ; REMARKS: Effluent grab samples are collected from the pump chamber after _ ( � the anoxic denitrification tank.The test results show good system � performance. ( � i � I I i i i i i � ►�(/5//� � Page 1 of 2 � � R.1 . ANALYTICAL - Specialists in Environmental Services LABORATORY REPORT ��.�._�._�°� � � Coastal Engineering Co., Inc. �°�� 4� Date Received: 10/13/2016 Attn: Mr. Chad Simmons ��` �' - �` Date Reported: 10/20/2016 260 Cranberry Highway r,. � --:,� P.O.Number Orleans, MA 02653 Coasta4 En�i�aee��n�t,�., I��. Work Order#: 1610-24242 Project Name: PROJECT#WYA-.024.00 YARMOUTH SHAWS Enclosed are the analytical results and Chain of Custody for your project referenced above. The sample(s)were analyzed by our Warwick, RI laboratory unless noted otherwise. When applicable, indication of sample analysis at our Hudson, MA laboratory and/or subcontracted results are n.oted and subcontracted reports are enclosed in their entirety. All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met,unless otherwise noted at the end of a given sample's analytical results or in a case narrative. The Detection Limit is defined as the lowest level that can be reliably achieved during routine laboratory conditions. These results only pertain to the samples submitted for this Work Order#and this report shall not be reproduced except in its entirety. We certify that the following results are true and accurate to the best of our knowledge. If you have Approved by: Sharon Baker MIS /Data Reporting Laboratory Certification Numbers(as applicable to sample's origin state): Warwick RI*RI LAI00033,MA M-RI015,CT PH-0508,ME RI00015,NH 2O70,NY 11726 Hudson MA*M-MA1117,RI LA000319 41 Illinois Avenue,Warwick,RI 02888 yyyy�y.rianalytical.COI'Tl 131 Coolidge Street,Suite 105,Hudson,MA 01749 Phone:401.737.8500 Fax:401.738.1970 Phone:978.568.0041 Fax:978.568.0078 �r/rs jr� ;, � Page 2 of 2 • R.I.Analytical Laboratories,Inc. Laboratory Report Coastal Engineering Co., Inc. Work Order#: 1610-24242 Project Name: PROJECT#WYA-.024.00 YARMOUTH SHAWS Sample Number: 001 Sample Description: EFFLUENT Sample T�pe: GR.AB Sample Date/Time: 10/12/2016 @ 15:30 SAMPLE DET. DATE/TIME PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Nitrite(as N) <025 0.25 mg/1 EPA 300A 10J13/2016 20:56 JJG Nitrate(as N) <0.25 0.25 mgJl EPA 300.0 10/13/20]6 20:56 JJG TKN(as N) 3.5 0.50 mg/1 SM4500NOrg-D 18-21 ed 10/18/2016 12:04 JNB � � C) <: -` (�: ,' pc Z`:. �. c) f� , �'.:d p - n � � o � 3 _ ��= ' � �o n:� o �, ° � •c � � �`e9 W �., • � a . �, v�,� '� � •�• � w a � � C�. N � " (+) �� _ �; � �° � a Z ` . � � � C y ^ S � w Cj�1 (�1 � _ oo � � < O � � y-- y � -.�; n � w _ ,a � � b H � . � y' o ps �-. �. f+) L� � i G: . . . �K�,; • �y 0 � - °c �L� cD v'. �i ' ) e�.�: 'Tl �--� - _ � p � ,� �� , z 0 = m � ' A; � � -'d p;'ti : . �, y Q y a, 9 'd �, o, � � � � D '� • '(Z � � o�°Oo � O� �� _ _ � � �j � � ; � w � �1'�� :� � u V � t ..; ; w ;4r � E-�F g D � � R7 t� n1 �' °° g �` �n � � � • Z - � � �� o �.�� '11 `�� = � � . � � � � -� . _. > � `A � W � N � z � � r � � �� y _ Z � rn ... c ��_ �� .� y � , � ,p� � �F rntm ;�4 � � 3� � m ` � V � `""` V o �� ` _ �� ; 7i �� ,� a ,� � � � • _� � '� O � � ':� =:. W x � �i S� � � � �-I ` _ � � N �. � �"� m -Y , 0` `° _ � cn �. :�-r': cn o o , w � � �' �: � . 00a o � rt - � �.y o' m � � m ..s ,.. 1 � � �� • �UQ � �� ' A1 + fD"._. � '-.�t . y '� N �2 . cp � �1� ,�t�, `_.� -: �v � y � 'i� �. .. � .�,` _ � � . c.� � N �: _('}1 =� o�o � O � � �■ ': II .. �l:: -- Xe� �' i � ,..', t�7`- ,_- � � t�0i'-. V�7 - - (J1 W CD � : . 7 �' (� n�. � _ _ � � � . . � � .. � D w n �. a � - a�i o o � �,. � m v �" . _ v, � � � /� Crab or Composite _ � J - -�' z � _ Q '17 � #of Containers&Type� crn = � � �/ �. _ _ � : :_ �' _ Z Preservation Code P a " m a m � � � � �: �, 'ti y = �, ��; o � - �r Matrix Code M D f= t�i - � � c�o z o 1 � � W � � _ � _ fD G. "��' � W - � � @ = � ° � ° " " NOaIUE� � � � � � � � � � o �- � . . � �,K o _� n� ' �� .�` � r; oa Z �'"'' - �f� .. _ � = N � �� o � �� ^ m _ _. � � � m Z � •J � � � "� ' _ _ -p � � � � _ O Z 7 J' �> 'A (� n � c��n � V' (/ � m m =_ �= in m _ - � `"�;: 2 � Z r--, �: � � (� m m -^%' � �'* p � ` Qa.� 3 0 �.. �"i- cA 2 �- �' c�o � � ^ a'_ � o tD- y �o � � � , � � � • �: _ � � ., � o � _ � � � � ; s '� $ ,. � - . = a � � n � - '�'� � ro � , � � o <�r �ja �. O ., , _ � � �v L c °. �' " A�, C7 c�o "' �z 7j {� w Q . �� ? � n Q�. m v, � -- � �, y> x p ?c' c /y �ul � N a C• D-� � ti . ��. ..� �. .. A> � � . .'S � �� '9 � iy� !7�] � . . . . . . : . C�D O � � ��_ I� Q 9 �� • i-- �N S � - � � �: V� � O c' ... e �'' 'p � � �� W � °' o � �1 � �� a I n z a _ � DATE FILED BOH z60 Cranberry Highway � �,�. Orleans, MA OZ653 � 508.255,6511 P 508.255.5700 F �C�ASTA Or3eans � Sandvrich �Nantucket . _ eng�neer�ng c�. coastalengineeringcompany.com BIOCLERE FIELD REPORT Date: (v � � Time: ;� Installation: Sampled: � Ciient: W Project No.: Service: Commissioned; Address: ��Q$ — J��pv Other Scheduled OEM: Seasonal Property Y/ inspector: �.,� W Certification# Bioclere Model Number(s) 1) Odor around site? Y . N Source of odor? Check all that apply: Septic Musty Mild: Medium: 2) Field Testing: EFFLUENT: pH 7.� D,O. --- Temp �— Color Odor Turbidity �.'1 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:-- c)Does grease trap need pumping? Y / N ' UNIT 1 UNIT Z � I BIOCLERE VENTS _ a)Is air passing through the vent? ' Y N Y / N if in doubt put� small plasti� bag around vent and a(low 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 details on back. Y / Y b)Are cover,fan box and control panel securely locked? N N c)Any filter flies in the unit? Y N fe� many Y fe /many Location of flies: (� �. —� d)Locks/lat�hes/ handles. DK? / N Y / N e) Lid gasket OK? N Y / N fl Does the fan box contain standing water7 � - Y N Y / N If Yes,then remove water and dean drain holes if necessary. BIOMA55 CHARAC7ERIZATION a)Color of biomass7 ' 1}white 2)white/gray 3)gray 4)gray/brown 5)brown 6)red/brown 7)black � � I� 8)other b)Thickness of biomass 6-1Z inches below media surface. i) light z) medium 3)heavy , NOZZLE SPRAY PAT7ERN _ ' a)Does spray�over 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 area? Y N Y N If not then: 1)remove nozzles and soak in a biea�h solution Z}manually engage both dosing pumps for two minutes 3) replace nozzles Does the spray now �over the entire surface area? Y / N Y / N ' If not, �onsult AquaPoint, In�, : �(� � � ! �oa� t � i PUMPS AND CONTROLPANEL a) Record dosing and recy�le pump timer settings from control paneL Dosing Pump 1: min on: in off; min on: min off:a Dosing Pump Z: min on: in off: min on:�anin off: Recyde Pump: min on: hrs off: min on: hrs off: In Biodere control panel set dosing and re�y�le timers to a test ry�le; a) Amperage of dosing pump 1: ,/� amps .'j� amps b)Amperage of dosing pump Z; ,� amps .�� amps �)Amperage of re�y�le pump; q,3 amps .$� amps Are dosing pumps aiternating? N / N Are the timers operating properly? N Y N ' Visually inspect relays for wear and record probiems below, ', *If spare components are needed conta�t AquaPoint, In�. If an ammeter is not availabie set the timers to a test�yde as above and at the , eioclere �heck the pumps' operation as follows: ' Dosing pumps: che�k that pump(s) are operating, alternating and the Pump l OK? Y / N Pump 1 OK? Y / N ' designated rest cyde is oc�urring. Pump Z OK? Y / N Pump Z OK? Y / N OK? Y / N OK7 Y / N *If pumps or control �omponents are not operating properly, record below And consult AquaPoint, Inc, RESET TIMERS TD ABOVE SETTINGS:Note any changes here: min on: min off: min on: min off: *Do not change timers without �onsulting AquaPoint, In�. min on: min off: min �n: min o�f: PLUMBING a)Are the unions in the Biodere 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. Y / N / N b)Alarm toggle set to the "ON" position. / N Y N c)Lock control panel, Bioclere cover and fan box. d) if possible, record the water meter reading: _ � REPORT SUMMARY: - 4�.� WE.�K,1_. S�Trc �N�.�.-S �T / � � EF�' Mpl� �� MAt� l3�C'�� C'�� C'�4� I�t��Z � 5�-C-v� c�.�Z�-�� -�\�� , � �DVtSE� �3y M1��IA�G�'�tJ�- : CA�� P,S ��.1 A� �o Z� �� a2o�N �Nox �e e��r��.. ��c.-�z _ � Signature: D:\FORI�lS Cu rent\Te Services- aste ateriBiocler d Report.doc 3 �� • Massachusetts Department of Environmental Protection , 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 U A Treafiment and Disposal Systems Important:When fillingoutformson /4. �t1Stl��atlOtl 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 � 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 2016-10-12 1 Inspection Date Previous Inspection Date Pumping Recommended ❑ Yes � No Sludge Depth r � � . Massachusetts Department of Environmental Protection " . � Bureau of Resoure Protection - Title 5 ��. � �� DEP Approved fnspection and O&M Form for Title 5 VA Treatment and Disposal Systems E. Field Testing _ Field Inspection: Color: ❑ Gray ❑ Brown � Clear ❑ Turbid ❑ Other(specify) i � k Odor: � Musty ❑ Earthy ❑ Moldy ❑ Offensive ❑ Turbid Effluent Solids: � No ❑ Some c pH 7.5 SU DO 0 mg/L Turbidity 1.79 NTU 6 to 9 2 or greater 40 or Iess Should a Remedial or General Use system fail the Field Testing, eff1uent 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: - a,g�3 gpd Parameters sampled:� pH ❑ BOD ❑ CBOD ❑ TSS � TN ❑ Other(list below) Other 1 Other 2 Other 3 G. lnspection and Maintenance Deseription of any maintenance performed since previous inspection&during this inspection: Conducted O&M. Influent and Effluent Field Testing. Effluent Sampling. System is operational. No equipment was replaced. Notes and Comments Conducted O&M. Influent and Effluent Field Testing. Effluent Sampling. System is operational. No ; equipment was replaced. . � Massachusetts Department of Environmental Protection !; ��-�' Bureau of Resoure Protection - Title 5 � � �� DEP Approved lnspec#ion and O&M Form for Title 5 I/A � 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 inform tion reported is tru accurate, and complete as of the time of the inspection. I am a M s ac s certifie op tor in accordance with 257 CMR 2.00. � - f o �a l(o � ' aat�ra _ ._ _. 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 31 St of each year for the previous calendar year I Piloting Use-within�days of inspection date j Provisional Use-by March 31 St of each year for the previous 12 months General Use-by September 315t 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 i i � i �