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Home My WebLink About2021 April 27- O&M Inspection Report from Coastal Engineering Co. ciala TRANSMITTAL °' ✓ 260 Cranberry Highway 0653 COASTAL 508.255.65 1 P Orlexns508.255 6700 F engineering co. Orleans I Sandwich I Nantucket TECHNICAL SERVICES coastalengineeringcompany.com To: Department of Environmental Protection Date: 05/26/2021 Project No. WYA024.00 Attn: Title 5 Program Via: ®1st Class Mail nPick up nDelivery nFed Ex One Winter Street, 6th Floor Boston, MA 02108 Subject: Bioclere Treatment System Operation & Maintenance Shaw's Supermarkets, Inc. 1106 Route 28 - South Yarmouth, MA PILOTING USE PERMIT MAY 2 8 2021 EI Plans n Copy of Letter Specifications ® Other HEALTH DEPT. We are sending the following items: Copies Date No. Description 1 04/27/2021 WYA024.00 O&M Inspection Form & DEP Inspection Form 1 04/27/2021 WYA024.00 Laboratory Test Results These are transmitted as checked below: nfor approval for your use as requested nfor review 6 comment Remarks: Enclosed is the recent 0&M inspection form for the system at the above referenced location. The average daily flow during this reporting period was 3,438 gallons per day. The 0&M inspection forms indicate the system is operating properly. Test results indicate high Total Nitrogen due to elevated TKN levels. We will adjust the system settings to heip improve treatment of the system. Piease do not hesitate to contact us if you have any questions or comments. cc: AquaPoint.3 LLC By: Chad A. Simmons Yarmouth Board of Health Shaws Supermarkets, Inc. CAS/acc NOTE: If enclosures are not as noted, please contact us at (508) 255-6511 D:\DOC\W\WYA\024\Transmittals\Transmittal (April 2021).doc 260 Cranberry Highway,Orleans,MA 02653 Orleans I Sandwich I Nantucket 508.255.6511 I coastalengineeringcompany.com '4 $ _ 1 PILOTING PERMIT No.: W033722 NAME OF PROJECT: Shaw's Supermarket, Inc. FACILITY LOCATION: 1106 Route 28 South Yarmouth, MA O&M INSPECTION DATE 4/27/2021 PARAMETER UNITS EFFLUENT pH pH units 7.45 Flow(avg. daily) gpd 3,438 TKN mg/L 24.00 Nitrite-N mg/L 0.15 Nitrate-N mg/L 1.5 Total Nitrogen mg/L 25.65 REMARKS: Test results indicate high Total Nitrogen due to elevated TKN levels. We will adjust the system settings to help improve treatment of the system. Please do not hesitate to contact us if you have any questions or comments. D:\DOC\W\WYA\024\[DMR summary.xls]04-27-2021 ENVIROTECH LABORATORIES, INC. MA CERT. NO.: M-MA 063 8 Jan Sebastian Drive Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Tuesday,May 18,2021 Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 ProjectName: SHAWS Comments: Project Number: WYA-024 Sampled By: Kevin Rezendes Lab Order Number: WW-210977 Date Received: 04/28/21 Sample Type Sample Time Sample Date Comments Influent A 10:45 04/27/21 Parameters Units Test Results Reportable Limits Date Analyzed Analyst Method Quaternary Ammonium Compoun mg/L 12 0.8 04/29/21 RIA" HACH 8337 Sample Type Sample Time Sample Date Comments Effluent B 10:30 04127/21 Parameters Units Test Results Reportable Limits Date Analyzed Analyst Method Kjeldhal Nitrogen mg/L 24 0.60 05/11/21 KB SM4500-Norg B-C Nitrate-N mg/L 1.50 0.01 04/29/21 SD EPA 300.0 Nitrite-N mg/L 0.150 0.006 04/29/21 SD EPA 300.0 Total Nitrogen mg/L 16 NA 05/18/21 KB Calculation 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. We certify that the following results are true and accurate to the best of our knowledge. BRL=below reportable limits *see attached By: --Cr "- Ronald J. Saari Laboratory Director Page 1 of 1 Ta 4311: L 1----- Zf E Z C QN W co Z C cO i al C :.'..)0 O LOi if, w vi Cr)co ch E U QO > M co 09 ,, 0 7 1.. C M1 C .� C to ¢ 1 k ' .`'.0 "`�, 1 U 1 13 j LJ l CB ..,? Q' 00 i O C6 to O l ; ,-7,A Lei a) ` E 2. Xw dw a�dwes N C � � isi a •dwoo Y N a) qea° X X a NO Cil +„', � s g :..\ o coo .> is • c E Z -j '- E 'J o c-,Gi c N c 1 I . p c t �- U w % Z , �� N 4) a) co I ! " r', co w qt Z o �� V FH V j:,—O V V a) — -- PI — a) -c a) 4.- 0- E ' .(- 1.:'l .�",-- o X iii •• (.0) ",1 C.) 7 --‘'• a) cl) o_ CDE 75 -----_.-•• NI),,, 2. '6 w 5/26/2021 Permitlnspections Barnstable County Septic Management Program i Austin Cahill -Coastal Engineering, Co. Inc. 1:01 pm Main Submit My Clients My Reports Help, Home>inspections>View inspection +E ;' 0 Cancel Property Details ..._._ _.,_._.._.........._ ......_.___-_.W...,...___ ..._... Inspection � , ...::.. �_ _ ___ __: . _.,.___W.. .. . . ..... ..__`� _ __.'�.... Address 1106 Route 28,Yarmouth Print Inspection Owner Shaws Supermarkets, Inc. inspection Details IComponent: Bioclere Date: 2021-04-27 Time: 10:30:00 Operator Name: Kevin Rezendes i License# 17282 Comments Operation and maintenance conducted—system operational at the time of the visit. Field-tested & sampled effluent. 11 I Field Testing Color: Clear Odor: Musty. Effluent Solids: No pH: 7.5 SU Dissolved Oxygen: mg/L Turbidity: NTU 1 Settleable Solids: i Site Conditions i Seasonal Residence: No Air Temperature: °F Weather Conditions: Operating information Sludge Depth: :in Scum Layer Thickness: in Pumping Recommended: No Soil Absorption System Observations Signs of Breakout: No Depth of Ponding: in Ponding Above Invert: No _- Any Apparent Violations of the Approval? None Reported Any Cleaning or Lubrication of Parts None Reported Performed? Any Control Adjustments Made? 1/2 https://septic.barnstablecou ntyhea lth.org/app/permit_inspections/view/U6So_n05VfAiB03SR8FEEA 5/26/2021 Permitlnspections I None Reported _„. IIE Checked panels,timers,amps,switches,tank levels, t Pumps,Switches,Alarms Tested? alarms,and general condition of the system. ',1 Any Equipment Failures? None Reported , Any Parts Replaced? None Reported .- ,.t.,- Any Recommended Corrective Actions? None Reported Inspection Completion 1 Inspection Completed? Yes 1 1- `: Technology Checklist Odor Around Site O Yes�.No _ . . , __ Source of Odor Not Reported. Odor Description Mild Medium Strong Musty Septic Check all that apply n 7 0 17 7 Scum Depth in Primary Tank Not Reported. Sludge Depth in Primary Tank Not Reported. Does Grease Trap Need Pumping r jYes' No !V j Unit 1 I Bioclere Vents Yes No Air Passing Through Vent { Fan Operating 0 General External Damage 7Yes•.v! I LMassachusetts Department of Environmental Protection .Bureau of Resoure Protection - Title 5 -- DEP Approved Inspection and O&M Form for Title 5 VA Treatment and Disposal Systems Important:When filling out forms on A. 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 LI I City Zip Mailing address of owner, if different: 'Wall 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 Kevin Rezendes 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 X No D. Operating Information 2021-04-27 1 Inspection Date Previous Inspection Date Pumping Recommended ❑ Yes 7 No Sludge Depth Massachusetts Department of Environmental Protection Li.„:, Bureau of Resoure Protection - Title 5 :, 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: XI Musty ❑ Earthy ❑ Moldy ❑ Offensive ❑ Turbid Effluent Solids: X 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: V Influent V Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 3438 gpd Parameters sampled:❑ 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: Operation and maintenance conducted—system operational at the time of the visit. Field-tested & sampled effluent. Notes and Comments: Operation and maintenance conducted—system operational at the time of the visit. Field-tested & sampled effluent. Massachusetts Department of Environmental Protection v: Bureau of Resoure Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 l/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 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. 2021-04-27 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 31st 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 31st 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