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HomeMy WebLinkAbout0045 FLINT STREET - Health (3) i 45 FLINT S ET A. .123 -002- , _ Marstons Mills l 23--045- � oct— J LO,C A T IONS SEWAGE PERMIT NO. i INSTA LLER'S NAME & ADDRESS B UPLDE R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED 9� ��� s,�, �� , , X Health Master C X � Barnstable Prope X I ® Town of Bamsta? X Assessing As-Buu x -}- F- Q 8 townofbarnstable.us/Departments/Assessing/Property_Values/HMdisplay.asp?rnappar=123045... t$ , APPs •• � � Reading list LOCATION �. SWAGE PERMIT NO. VILLAGE INSTALLER'S NAME Ili ADDRESS B UI-LDE R OR OWNER DATE PERMIT ISSUED �� DATE COMPLIANCE ISSUED � m P Type here to search _. Wednesday,Oct 06,2021 01:15 PM do r Massachusetts Department of Conservation and Recreation M-chusetts Office of Water Resources Well Completion Report 13-MAR-09 10:35:46 WELL LOCATION 258765 GPS North: 410 39.515' GPS West: -700 23.881' Address: 45, Flint St Property Owner/Client: Town of Barnstable Subdivision Name:transfer station Mailing Address: 45 Flint St City/Town: Barnstable City/Town, State:Marstons Mills MA Assessors Map: Assessors Lot #: Permit Number: Board of Health permit obtained: N Date Issued: Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock Decommissioned Monitoring - 3 wells at this location. Auger CASING From (ft) To (ft) Type Thickness Diameter SCREEN From (ft) To (ft) Type Slot Size Diameter WELL SEAL / FILTER .PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose .00 -42 Bentonite Chips/Pellets Fill WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Death Below Ground Pump Descripi.ozi: Measured Surface (ft) Type: Intake Depth: 03/09/2009 29 Nominal Pump Capacity: , Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: No Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 137 Disinfected:No Well Seal Type:Cement/Bentonite Firm: Desmond Well Drilling Inc. Total Well Depth: 42.000 Depth to Bedrock: Registration #: 764 Date Complete:03/10/2009 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dron per ft 1/1 .(C r Massachusetts Department of Conservation and Recreation Mws—h—tn Office of Water Resources CID Well Completion Report 13-MAR-09 10:28:43 WELL LOCATION 258763 GPS North: 410 39.517' GPS West: -700 23.881' Address: 45, Flint St Property Owner/Client: Town of Barnstable Subdivision Name:transfer station Mailing Address: 45 Flint St City/Town: Barnstable City/Town, State:Marstons Mills MA Assessors Map: Assessors Lot #: Permit Number: Board of Health permit obtained: N Date Issued: Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Monitoring - 3 wells at this location. Auger CASING From (ft) To (ft) Type Thickness Diameter 2.00 -32.00 PVC Schedule 40 2.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -32.00 -42.00 Slotted PVC .010 2.00 WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose -25.00 -27 Bentonite Chips/Pellets Seal -29.00 -42 Sand Filter WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) Type: Intake Depth: 03/09/2009 29.5 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: No Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 138 Disinfected:No Well Seal Type:Concrete Firm: Desmond Well Drilling Inc. Total Well Depth: 42.000 Depth to Bedrock: Registration #: 764 Date Complete:03/10/2009 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 42.00 Fine to Coarse Sand Brown Yes N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Droll per ft 1/1 04/04/2007 22: 01 5088624770 CHERYL PAGE 01 Apr, 4. 2007 4:59PM MASS DEP No, 5797 P, 1/9 COMMONWEALTH OF MMSACHUSE rs- REcUTm OFF' a of ENVIRONMENTAL AFFAW DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRWE,UnVILLE,MA 02347 508-94&2700 .DEVAL L PATRICK IM A.HOWLW Gave= 3eat:ter9 TIbMM P.MURRAY AFIM O'DOMMI Liovt"Gab Governor Commialooer P FAX: (508) 947-6557 To Fax s I Fmm: Roslyn Rehao Phone: (508)948.2283 -70 Cli ! l Pascal t1 plus this cc►rar page �4 Comments: 'Please find attached IeUeXs): _ written by: tj�qU4kb 7M Ipl =400 b WMidbb hi dWWft hr=L OR DaneM A&(lame,ADA Coordieelorit 617-SM057.MD Service-1400.39MO7. DEP on Ha World IMde Web: htiQ:►Avwwmarae.pov/dep PtfiWon ReY.yoled Paper f 04/04/2007 22:01 5088624770 CHERYL PAGE 02 ko r• 4. 2007 4: 59PM MASS DEP No, 5797 P. 2/9 6F COMMONWEALTH OF MASSACHUSE M EXECUTIVE OFFICE OF ENVIRONMENTAL DEPARTMENT OF ENVIBOmzNTAL PRO SOUTHEAST REGIONAL OFFICE i 10 1 1 20 RIVERSIDE DRIVE,LAKEVILLE, MA 0234 503-94 -2700 j MWAL rL PATECK IAN A BOWUM Govpsnar S=etuT TIMOTHYP.MVRBAY ARLEEN OMONNELL 11cmiana2t GovWor oommimimier March 29,2007 Mark S.Ells,Director Town of Barnstable Department of Public Works 230 South Street Hyannis,Massachusetts 02601 RE; - FINAL APPROVAL WITH CONDITIONS Application for:BWP SW20 Rmewal ofAirthmization to Operate A Small Solid Waste Handling Facility AT: Barnstable Solid Waste Transfer Station 45 Flint Sheet,Marston Mills,MA Transmittal Number:W088576 Facility ID#40018 Deer Mr.Ells: The Massachusetts Department of Environmental Protection ("MassDEP") has completed its Technical Review of the permit application listed above regarding renewal of the operating' permit for Barnstable Solid Waste Transfer Station ("Facility'). Stearns dt Wheaer, EavirunmenW Fnsineers & Scientists, LLC ("S& I on behalf of the Town of Barnstable (` 'own°)submitted the application on July 21,2006. MassDEP's review of the Application and MassDEP records has determined that the Facility is in compliance with the requirements contained in 310 CMR 16.00 and 310 CMR 19.000 concerting operation and maintenance of a small solid waste transfer station. As a result, M=DEP hereby i ' issues this Renewal of an Aithori7 Lion to Operate C ATO`) pe mh for the Facility. MassDEP j issued the previous Airthorzation to Operate on October 10,2000. , M hd6nudee Is MAMIE Ih dlke�let��CW Dondd 111.Gomm ADA Ceurdlnatpr tt 617B9b1Q77.7DD serdee-130059l�E207. � DEP on the WoAd V►►Ide web: MWANw►Kmm.p Wdep PMtad an Ra ftW Pmpw 04/04/2007 22:01 5088624770 CHERYL PAGE 03 AD r. 4. 2007 5:OOPM MASS DEP No. 5797 P. 3/9 _ NOTICE OF NONCOMPLIANCE—RETURN TO COMPLIANCE ` Condition 4 of the October 10,2000 ATO stated the ATO was valid for a period of five(5)years and that the permit must be renewed in aceardanee with the requirements contained at 310 CMR 19.042(4). On June 7, 2006 MmDEP issued a Notice of Noncompliance (NON)to the Town fur not m2miT&S an ATO Renewal application at least 180 days prior to permit expiration.The Town was given 90 days to subunit a complete application for an ATO Renewal. The Town returned to compliance by submittn4g an ATO Renewal application on July 21,2006, SUBIETTALS The followingsubmittals the application that was reviewed b MassDBP under 310 represent app ' y CMR 19.000 Solid Waste Management Regulations. o MassDEP received application form and engineering drawings on July 21,2006. o MatsDEP receved a revised"Waste Ban Com lions Plan"on June 14,2006. o Additional infoffiation was received at MasaDEP on February 7,2007,from S&W in response. to MauDEP's Technical Review cc=eots issued on January 22,2007. o Annual Rep6xt for 2006 was received at MassDEP on February 15,2007. o Additional iaftnation was received at MassDEP on Match 15,2007,fimm S&W in response W MauDEP's Technical Review comments issued on March 5,2007. SITE A,SSIGNMT On'November 4, 1987, the Barnstable Board of Health issued a site assignment in accordance 1 with XG.L. 0.111, §150A, and the regulations 310 CUR 19.000. On June 6, 1995, the Barnstable Board of Health aelmowledged and approved a modii$cstien to the site assignment allowing an altemative.trensfer station design. FAC M DE3CRZpTION �- The Transfer Station is located immediately 4acent to the closed Barnstable Sanitary Landfill, which has a final cover and passive gas venting system. The Transfer Station is permitted to accept an average of forty-nine (49).tons per day, averaged on a weekly basis, considering the total weekly(calendar)tam ma divided by the operating days per week,of municipal solid waste WSW)sad construction and demolition waste(C&D). On October 5,2005,the Town submitted . a Modification.of a Small Handling Facility application regat+ding the hours of operation. The Transfer Station is now open seven (7) days per week from 7:30 AM to 3:30 PM. MSW and C&D will be accepted Only from residents of the Town of Barnstable. The Transfer Station includes residential drop-off flnr recyclables and compost including, but not limited to; scrap metals,plastics, glass,newspaper,magazines,cardboard,loaf and yard waste, CRTs,fluorescent bulbs, and white goods. The Transfer Station will also manage fixes,waste oil,mattresses, and propwie tanks. ' r 04/04/2007 22:01 5088624770 CHERYL PAGE 04 Apr. 4. 2007 5:OOPM MASS DEP No. h191 V. 4/9 The T'raoder Station Facility has a paved entrance off of Flint Street All access roads and material handling areas ate paved and the Facility is secured with perimeter fencing and a. locking gate at the eatramce and the exit onto Barnstable-Osterville Road. 7he Vacility derign includes the following components. ; o Muddpal Solid Waste Transfer Area is located at the site entrance, including five (5) j covered MSW eompadors that compact the MSW into roll-off containers. All MSW is in J coveted containers at all times. The MSW is hauled from the FBeility to the yarmouthIBamatable tail transI station, as needed, and a minimum of once per week, for disposal at tbe-SEMASS resource recovery Facility. o The Metal and Bulky Rmyalable Transfer Arcs is located on the northwest side of the Facility, including scrap metal, white goods and other bulky recyclables. Handling and storage will occur on pavement and in containers. .The bulky recyclables are removed£torn the TMft Station as needed and a minimum of once every 60•days. o The Conskw:fon and D®oWon Transfer Area ie located on the northwest side of the Facility, including tipping of cow=ction and demolition waste on a paved pad. All construction and demolition waste is placed in covered containers by the and of the day. The coonictian sod demolition waste is removed for disposal at a permitted Facility as needed and amrnimam of once per week. o Recyelablo TYmafar .Area is located in the central area of the Facility, including an attendant's stsbiom, a retaining wall with labeled containers for residaaU of recyclables, a swap shop, and vszious sheds and containers for other materials. The recyclable materials are removed form the Transfer Station as needed and a minimum of once every 604aye. o The Compost Area is located along the southeast side of the Facility, including residential drop-off for-leaves and yard waste and operation of the yard waste compost Faeility in accordance with plans dated Jame 2000 submitted for registration with MassDEP as a conditionally exempt compost Facility. o The Stockpile Ares a located south of the Fad lity is the soils excavation area, including stockpiling and centrals for temporary storage of street sweeping,catch basin cleanings,amid potential hurricane debris. The stockpile area may include the temporary storage of biosolids fiom the Hyannis Water Pollution Control Facility in accordance with permits) issued by MassDEP's Water Pollution Control Division. WASTE BAN Con"LIANCE PLAN MassDEP's review has disclosed that the revised Waste Ban Compliance Plan, submitted on June 14, 2006 complies with the requirements established at 310 CMR 19.200 through 19.207 and therefore sWasedw the Waste Ban Compliance Plan submitted on March 22,2006. APPROVAL CONDMONS As a resort of its review of the submitted information, MassDEP has determined that the Application satisfies the permitting requirements contained at 310 CMR 19.042 "Authorization to Operate". Accordingly, and pursuant to its authority granted under M.G.L. c.l 11, §150A, 1 04/04/2007 22:01 5088624770 CHERYL PAGE 05 Apr. 4. 2007 5;01 PM MASS DEP No. 5797 P. 5/9 ' . l MwOEP hereby approves the ATO Permit Renewal Application subject to the following ' conditions: I. Notificatimm:Tbc Trm ft Station shall be operated and maintained at all times in accordance with this ATO permit,the ATC peamit(s),and the rcquiretaents contained in 310 CMR 16.00 and 310 CMR 19.000. There shall be no deviation from the stated desi$n or oPcr,600e1 parameters without prior written approval of MassDEP. . 2. I=gM= g=bpoThe Town shall comply with the provisions of 310 CNR 19.200 . ftQ* 19.207,requir+etaente for T'raasfer Station opetatieat and maintenance and 310 CN R 19.043(5)"Standard Conditions",in that the owncdopmvor has a duty to: comply,maintain, allow for and action, 'de iaformatio e�3' �P halt or reattue a�arvrty, mrte�e, p� R imaiinwn reomft and iaform M sDBP of any problematic event or requir+a meat regarding the oparldon or makdenuce of the Facility. 3. H= of Operation: The Town may operate the Transfer Station seven (7) days per week from 7:30 AM to 3:30 PM. The Town may modify the days of opersation as deemed appropriate pmv"that the Town 1) notifies MaseDEP in waling a tninimum of fourteen (14)days prior to ach schedule change,2)posts notice of the intended change at the Fam]ity entrance and at ft guard Bbeck a minim®of fourteen(14)days prior to the proposed chafe„ and 3)opm an a suffidaat number of days per week to ensure that operations are perfntmed in full compliance win&all MsssDEP regaWons and the Facility permits,including daily tonnage limits. 4. Waste T= aid Tie Tjnits: The handling of solid waste at the Facility shall not exceed forty-nine(49)tons per day.For the purpose of this authorization,this daily tonnage shall be averaged on a weddy basis,considering the total weedy(calendar)tonnage divided by the opwitin8 days per week. Sufficient weight records documenting waste quantities shall be main rood on-gibe at ell time®. OF 5. 3Vaste Ban_Ph: The Town shall continuo to inspect all loads of solid waste delivered to the Transfer Station to ddwnine the pmeaence of recyclable and/or unacceptable materials. More specifically,the Town aball comply with the provisions of 310 QVR 19.017,"Waste Bans",in that the Tma&r Station shall extract,to the maximum extent possible,certain recyclable and/or banned waste materials (i.e. lead batteries, leaves, tires, white goods, yard waste, dumimmi containers, mewl eonWner% glass containers, smglo polymer plastics, sad recyclable paper, I cathode ray tubes, asphalt, brick. eonewta:, metal and wood), as well as wmply With the � provisions of 310 C VM 19.061, "Special Waste!% in that the Trmsfer Station shall not accept i special waste(i.e.asbest s,sludge,medical waste). 6. &QM&ates Controls: The Town shall operate and maintain all gtotniwater ccrndt'ols eo tbat j they properly hncdon to prevcrtt adverse impacts from operation of the Transfer Statiaa. Inspection and maintenance of the stamnwater controls shall be mcorded in the daily logy and semi-atmual inspection reports. The Town &ball conduct all solid wad handling and recycling activities on paved surfaces. Any liquid discharge from MSW must be treated as leachate such that it is not released to the envirorunent. f 04/04/2007 22:01 5088624770 CHERYL PAGE 06 Apr, 4. 2007 5:01 PM MASS DEP No. 5797 P. 6/9 7. Amawd The Town Abell submit an,Annual Report to MassDB,P by February 15m of wlueb�marizes the Facility operations for the each� � ty p previous calendar year on a£ortzt provided by MwOEP. i s- hWiIy : PROMW to 310 CM 19207(25) the Town shall provide for the Trench Station to be respected semi-ammnally by a registered Professional Engimeer, or other Qualified profawionel approved by MassDEP. A duly authorized individual shall submit an raspocdon report to M=WDEP no later than fourteen (14) days following the inspeadon. Pursuant to 310 CNR 19.043(5A),the Town should idea*in writing, all duly=60rized representadvO& The report shall ad&= all aspects of the Transfer Station, i nclu ttg the waste hanr}1im, compost mad recycling operations, stormweter controls, aid all other site features. no report shall b6cate whether all items are in compliance,propose remodies and establish a scbedWe for oanacting any problems, 9. BMW The Town"maintain daily logs at the Trusser Station at all times to record the operRdwd mformsfion required p=uant to 310 CMR 19207(22) with copies periodically forwarded to the Board of 13ealth. The Town shall retain copies of all persomel ttzha g recarde regarding operation and maiateruance procedures,health and safety trahft asbestos first aid,eraergemoy procedures and any other tratiaing. All logs and records shall be available at the tc@0061 sty for MWDBP review upon request, E 10.Loc : The Town shall fully comply with all applicable local, state; and fedall laws, regulations, and policies, by-laws, ordimces and agrecments. Applicable fede[al rogulatim include, but are not limited to, 29 CPR Part 1910, OSIIA, standame govamag employee health and safety in the workplace. I I- m ' Odes,d4 drosion,Ames or other nuisance conditions shall be kept to a mtmm. In the event that a muisance condition develops, abatement measures shall be implemented immedkftly, including ceasing operations untd the nuisnce condition(s) ate cmrzcta& The Town aball comply with 310 CMR 19,200 through 19.207, Ttanafer Statim Aga and Opa off= ids, during the construction and operation of the handling Facility. PERMIT MUTATIONS The issuance of this approval is,limited to the operation of a hmtdling Facility and does not E relieve the Operator $om, the responsibility to comply with all other regulatory or pe®MMS requirements. MaasDEP reserves tba right to require additional asseeamant or action, as deemed necessary to protect sad maintain the envirmiment free from objectionable nuisance conditions, daggers or throats to public health,safety,ad the eaviirromient. I 04/04/2007 22:01 5088624770 CHERYL PAGE 07 Apr. 4. 2007 5:01 PM MASS DEP No, 5797 P. 7/9 ' PJGDT TO APPAL This approval has been rued pursuant to M.G.L. Chapter 111, Section 150A, and 310 CMR 19.037: Procesb= for US&g Facility Pcnniits, Permit Modifications, Permit Renewals and i other Apptavala, of the "8oNd Waste Management Regulations' Putsusot to 310 CMIR ' 19.037(5), Amy person agpdeved by the issuance of this detorminstion may file an appeal for judicial review of mid decision in accordance with the provisions of MLG.L. Chapter 111, Section 150A and M.G.L.C bgmw 30A not later than thirty days following receipL Notice of A jje - Any waved person intending to appeal the decision to the superior court shall provide notice to M■saDEp of tha intention to commence mach won Said notice of intention shall inchlae NhwDU File Number W088576 and shall identify with particalarity the issues and reason(s)why it is believed the approval decision was not proper. Such notice shall be provided to the OSec of Gcncral Counsel of MassDEP and the Regional Director for the regional office tW made the decision, The appropmft addresses to send such notices arc: Office of General Counsel Gary Moran,Regional D=cW Dap®rtmant of lxaviranwaottd Probation Department of Environmental Protection One Writer Sftd 20 Riverside Drive Boston,MA 02108 Lakeville,MA 02347 No allegation shall be made in any judicial appeal of this decision unless the matter complained of was raised at the appraprWe point in the administrative review procedures established in those regulations,provided that matter may be raised upon showing that it is matmial and that it was not reasonably possible wr&due diligence to]crave been raised &=& such procedures,'or that matter$aught to be raised is of critical importance to the public health or=Aron OVW impact of the permitmd acarvity. If you have any questions or cotes regarding ibis approval letter,please contact me at(509) 946-2833 or Mada Jme at(W 946-2767 or at the letterhead address. lease=afar to Transmittal #W088576 in my cori+esp c"A mnce regarding this permit approval. y f avid 1 of Solid Waste action 1 i l 04/04/2007 22:01 5088624770 CHERYL PAGE 08 Apr. 4. 2001 52: 0 PM MASS DEP No. 5797 . 1 C Bw ' cc: ✓Town of B=tsble DPW Solid Wash Division 45 Flint Sty,P.O.Boat 37 ' Marston WIlls,MA 02648 AnW: GImn Sim ^Division Supm-Asor Barnstable Hesnb DepAttmeat 367 Main Sheet 8yinn is,MA 02601 F v steams&Wbaler Bmm mental Engmew&Saienusb 100 Wes!Mafia Shoot,P.O.Boa 975 Hyannis,MA MWI ATTN.-N.Wa3s6 P.E. DEP-SERO ATTN.-M.June DEP-Bostan ATTNI.Dancctt i i I i ' i 04/04/2007 22:01 5088624770 CHERYL PAGE 09 j' Apr. 4. 2007 5:02PM MASS DEP No, 5797 F. 9/9 i vinsi�b�fi4*�o' ��1 1 i J I� • FEB.27.2007 10-56AM BARNSTABLE BOARD OF HEALTH NO.31B P.2/3 Town of Barnstable P s- Departitsent of Regulatory servim s a Public Health INvision Detc .! �� 4�Mein gtrerk,Hynnots MA o2bot , ' 100 0Q:- Time /0 Fee Pd. Date Scheduled Pt (Q�e C(-Te� {k6> IMG Soil Suitability Assessment,f'or Sewage Disport ��°A1V !�. (Lti WimesseAgY E ►fAl'MS �rlw Pufaruted gye O>ffJC. sR s" 11t f"_f e�Al g >aoCATiox ar Gl�r� T,-1 BAVsAeW �Ua Owaer's Name -� /t — tpmdonAddteae 1 5 ' A6dcMe0 3(�T/'Ift►�St��tn� 9AM1v9 d)a'5 �� 0 � JANN I s,NA d w � Bnginoer`aNatne Assessor s MaprPar°et` 2 3 COM4 NEW CONS fRUCP10N RSPA'R 144 Tel lwna aR C�2 Qua stopos{5b> ^' 0/0 SarlbCegtanas� /t1A land Use _ 0� > Jr0 oudblcWetAm Y1OD ft Drloting water well pistanwattotrc OpeOWalefeo4Y......r---ft � Dr�fnagtwaY �0 �ft hopertyuna !O—R Other SKETCH:(street djn}ensions of K Mad TOGniM of test h0W&pem testa.l0eato wetlands�n proxlmhy to Ttoles) }.. �O 5 2,51 PAq Vq NO - (U ASI� d T"th to sedma Pattntotakciat(geol0gta) �R Depth to 0r=dwat:r,Standing Water in Hole: O Weepingitom Plt Pr:en B$dmated Seamnal High GcMmdwatar �3� ry 5•ia3.��, '�, p A O B,�OR sF, err � is1tA�+ T�tE Methodllsed: 0 in. Depth to9011moRlem .� DepWoommilonding,nhoe: In, tmwndwater Adf utatmetlt 1 Depth to wxPinB kdnt side 0f oba bnlat Atli,OMWidwatav LeVel t V4� IndexWa11A_�. RenAmgAata:�r indexW011Eevel.:� y.. Aql. ^@,^ PEIV!p1 TION TEST >uatr 1®cE` 4 Ob;mstlan p Cs 7itno Dt Bo1efi ,i c% -- Depth of Par" • scintkcpnakTime� _ ➢j god Pce•sonk. .�"i 42A1PI f. 6�' Rate MirLllOeh --�-- •• - Site Suitabifty A9=9WAte Sitopaneeil SitkPtited: AddtdanalTastin�NeededfYlt�._ x Original•Public Ffoalth Divisdon Observation Hole Data To Be Completed on Back S ***If 'ercaiAtion test to to be conducted within 1,00'of'vpetland,you must first(notify the, Barnstable Cousel vation pi-49ton at least one(1)wean prior to beginuing. Q:1SgPFICtPBR�RM.f)OC FEB.27.2007 10:56AM BARNSTABLE BOARD OF HEALTH N0.318 P.3i3 DW.OBSERVATION HOLE LOG Hole# Depth from SailHoriaoo �WlTextare ;SIMCal" soli•. 0aw Surface(n.) (USDA) (Mansell) Mottbttl (Snuea m stmet,Boulders, o-ZZ 6 Scww Loam lo�je 413 22-3q CA to bib �S —t32 3 01?71 DEEP OBSERVATION HOLE LOG Hole# Depth rran Sall Hodmu .Sail Textaro soil Colm soil Olher surfi=(hL) (USDA) (Kansan) Mopiing (Stracture,8ton�8outders. � K0pvupwh c pgs1� Z3-3'D C 30--�H r1z v.'n<l W )b X 61qfro WAZ C 3 ¢ DEEP OBSE.RVA'ffON STOLE LOG Hole# Depth front sail Aortzm m Texture soil Color Bail 00= sorl$enGtt•) (USDA) (Muaselt) Mooting (Structure,Staabs,Booldem DEEP OBSERVAUON HOLE LOG Hale# E"Mf m Ball"Grim UlTexture gaitWlor soil other Sorfxge find (USDA) (Munseln MoUtiaO (struatora stostesl Boulders Moot)Srrsuraneg Rate!MnZ Above SOD gearhoodboundary No— Yes VAWaWyearboundnry No V, Yes,,,. WithinlOOyearfloodbouadary No-7 Yea,,,_..,,. � ,Dgn�l of ;) rra lv O rrin )'<'ervl�Mstertnl ones at)oast four Cast of natlultlly occurring parvio s MiWdal exist)n fill Ovo observed thmughout the ' area proposed for the soil absorption system? U15 1 If not.what Is the depth of naturally=Un ing pervious mstxt4al? . Cortitka Q I certify that on I�j fib (dato)I have passed me soilevaluator examination approved by the Dapartmeut oMvironmental Protection and that the above analysis was performed by me consistent with . the required training,exptxdsls and experience described in�10 CUR 15.017, ° Date Signature� . ' WapT1CtPS cfORMIDOC zt• i �� Town of Barnstable �EBARNSTABM� Department of Public Works & ' 367 Main Street, Hyannis MA 02601 Office: 508-862-4090 Thomas J.Mullen ' Fax: 508-790-6400 Director 1 ' July 18, 2006 ' Mr. David Ellis, Section Chief Massachusetts Department of 1 Environmental Protection Solid Waste Division for SERO 20 Riverside Drive ' Lakeville, MA 02347 RE: Town of Barnstable ' Solid Waste Transfer Station ATO Renewal Application Transmittal No. W088776 ' Dear Mr. Ellis, ' Enclosed,please find the completed application for the renewal of the Authorization to Operate (ATO) a Small Handling Facility (BWP SW 20). If you have any questions please contact Glenn Santos, DPW SWD Supervisor at (508) 420-2258, or Nathan C. Weeks, P.E., of Stearns & Wheler at (508) 362=5680. ' Also please feel free to contact me if you have any questions. Sincerely yours, t C Ma E11 _ DP Director cc: Glenn Santos; Solid Waste Divisiony v ' Nathan C. Weeks P.E., Stearns & Wheler , LThomas McKe'ari;-Health Division Director ; I J:\20206 Bamst LF Monitoring\ATO Application 7-06 ItemsUls-Ellis 7-18-06.doc Enter your transmittal number -� wa88576 �� Your unique Transmittal Number can be accessed online: http://www.mass.gov/dep/cou tter/trasmfrm html or call Ll DEP's InfoLine at 617-338-2255 or 800-462-0444(from 508,781,and 978 area codes). Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. permit Information print.A separate Transmittal Form BWP SW 20 Authorization to Operate a Small Handling must be completed 1.permit code:7 or 8 character code from permit instructions Facillt for each permit application. Permit Renewal y 3.Type of Project or Activity 2. Make your check payable to the Commonwealth B. Applicant Information - Firm or Individual of Massachusetts Town of Barnstable Department of Public Works and mail it with a 1.Name of Firm Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O.Box 4062,Boston,MA 2•Last Name of Individual 3.First Name of Individual 4.MI 02211. 230 South Street 5.Street Address 3. Three.copies of Hyannis this form will be 6 MA 02601 (508)862-4090 .Ci !Town needed. ty Mark S. Ells, Director 7.State 8.Zip Code 9.Telephone# 10.Ext.# Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your Barnstable Solid Waste Transfer Facility fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 45 Flint Street, P.O. Box 37 retained for your 2.Street Address records Marstons Mills MA 02648 (508)420-2258 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) mail a copy of this 10.BWSC Tracking#(if Known) transmittal form to: D. Application Prepared by (if different from Section B)* DEP P.O.Box 4062 Stearns &Wheler LLC ENVIRONMENTAL.ENGINEERS &SCIENTISTS Boston,MA 1.Name of Firm Or Individual 02211 1545 lyannough Road, Route 132 2.Address •Note: Hyannis MA 02601 (508)362-5680 11 For BWSC Permits, 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# enter the LSP. Nathan C.Weeks, PE 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: . EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ® Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). L rmit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). c'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). viewer.• Check Number Dollar Amount Date onnw.doc•rev. 11/04 Page 1 of 1 1 ' BWP SW 20 PERMIT RENEWAL APPLICATION AUTHORIZATION TO OPERATE A SMALL SOLID WASTE HANDLING FACILITY TABLE OF CONTENTS I. BWP SW 20 CHECKLIST FORM II. PROJECT NARRATIVE 1.0 Application Summary and General Description A. Introduction B. Transfer Station Description 2.0 Information Requested From BWP SW 20 Checklist A. Changes in Operation and Monitoring B. Summary of Monitoring Data i ' C. Leachate Management D. Operations Problems/Solutions E. List of Permit Modifications Since Last ATO Permit Approval F. List of Violations or Enforcement Actions G Documentation of Recycling and Waste Restriction Compliance ' III. ATTACHMENTS ' A Notice of Noncompliance, June 7, 2006 B Previous ATO Permit Approval, October 10, 2000 C Record Drawings and Construction Certification for Modification of the Transfer Station Facility, October 5, 2005 ' D Locus Map and Aerial View of Transfer Station Area E Narrative Discussion on Monitoring From May 2006 Bi-Annual Post-Closure ' Monitoring Report F Waste Ban Compliance Plan G 2005 Annual Solid Waste Facility Report ' 20206 -i- Massachusetts Department of Environmental Protection Bureau of Waste Prevention — Solid Waste Management W088576 Transmittal Number ' BWP SW 06 Authorization to Operate a Large Handling Facility Ll BWP SW 10 Authorization to Operate a Landfill Facility ID#(if known) ' BWP SW 20 Authorization to Operate a Small Handling Facility Application for Authorization to Operate a Solid Waste Management Facility A. Project Information Important: When filling out 1. Which permit category are you applying for? ' forms on the computer,use ❑ BWP SW 06 ❑ BWP SW 10 ® BWP SW 20 only the tab key to move your 2. Is the attached application for: cursor-do not use the return ' key. ® a renewal, or ❑ an Initial authorization to operate a faculty. If initial authorization, complete sections 3 and B If renewal authorization, complete sections 4 and B few 3. Authorization to Operate Plan/Report# Page# DEP Use Only a. Financial Assurance(310 CMR 19.051) (1) Mechanism(310 CMR 19.051(12)) tDirections: (2) Amount(310 CMR 19.051(5)) Specify the ' plan/report and page numbers in b. As-built Plans(310 CMR 19.042(3)(b)) which the following information is (1) QA/QC documentation(310 CMR located. 19.106(1)) ' Enter NA if (2) P.E.signed and stamped information requested is not (3) Construction Certification(310 CMR ' applicable. 19.106(4)) c. Construction Completeness(310 CMR 19.042(3)(c)) ' (1) Conformance with 310 CMR 19.030(3) (2) Ditches,drains, roads,fences, water lines,collection systems& appurtenances (3) Equipment t (4) Six month site preparation(if applicable) (5) Staffing (6) Recycling/composting implementation schedule ' (7) Proof of other state,local,federal permits (8) Compliance with other applicable portions of 310 CMR 19.000 sw0620ap.doc•1/02 BWP SW 06, 10,20•Page 1 of 3 I Massachusetts Department of Environmental Protection 1�LlBureau of Waste Prevention — Solid Waste Management W088576 Transmittal Number ' BWP SW 06 Authorization to Operate a Large Handling Facility BWP SW 10 Authorization to Operate a Landfill Facility ID#(if known) ' BWP SW 20 Authorization to Operate a Small Handling Facility Application for Authorization to Operate a Solid Waste Management Facility A. Project Information (cont.) ' Plan/Report# Page# DEP Use Only d. 14 days of daily cover(310 CMR 19.130(15)(b)3) ' e. Compliance with Permit(or Authorization) to Construct Conditions of Approval f. Deed Notice(19.041(6)) ' 4. Renewal of Authorization to Operate(310 CMR 19.042(4)) a. Renewal Content Project ' Narrative(PN) (1) Date of expiration of current ATO PN 1 (2) Changes in Operation and PN 3 ' Monitoring (3) Narrative summary of monitoring PN &Attach. E 3 data(previous 5 years) ' (4) Detailed report of monitoring data PN &Attach. E 3 (5) Leachate management PN 3 ' (6) Operation problems/solutions PN 3 (7) List of Permit modifications PN 4 (8) List of violations or enforcement PN 4 actions ' (9) Remaining approved capacity NA (10) Documentation of recycling and PN &Attach. F 4 waste restriction compliance and G ' (11)Financial assurance adequacy PN 4 (12) Demonstration of compliance with PN 4 ' 310 CMR 19.000 b. Notification of host community and NA contract communities it sw0620ap.doc•1/02 BWP SW 06, 10,20•Page 2 of 3 I ' Massachusetts Department of Environmental Protection Bureau of Waste Prevention —Solid Waste Management W088576 Transmittal Number ' BWP SW 06 Authorization to Operate a Large Handling Facility BWP SW 10 Authorization to Operate a Landfill Facility ID#(if known) BWP SW 20 Authorization to Operate a Small Handling Facility Application for Authorization to Operate a Solid Waste Management Facility B. Certification: 310 CMR 19.011 ' Any person, required by these regulations or any order issued by the Department,to submit papers shall identify themselves Mark S. Ells by name, profession, and relationship to the applicant and caXgU- legal interest in the facility,and make the following certification: ' "I certify under penalty of law that I have personally examined and am familiar with the information submitted in this Autho'zed Sig ture document and all attachments and that,based on my inquiry of DP Director those individuals immediately responsible for obtaining the Positionrritle ' information, I believe that the information is true, accurate and 71 - '2 *e)C-1 complete. I am aware that there are significant penalties both Date- civil and criminal for submitting false information including possible fines and imprisonment." sw0620ap.doc•1/02 BWP SW 06, 10,20•Page 3 of 3 ' BWP SW 20 PERMIT RENEWAL APPLICATION AUTHORIZATION TO OPERATE ' A SMALL SOLID WASTE HANDLING FACILITY PROJECT NARRATIVE 1 ' 1:0 APPLICATION SUMMARY GENERAL DESCRIPTION A. Introduction. The Town of Barnstable is submitting this BWP SW 20 Permit Renewal ' Application to renew the previous permit that expired on October 10, 2005; and to meet the requirements of the Notice of Noncompliance that resulted from the permit expiration. The ' following items are attached for reference: ' 1. Attachment A,Notice of Noncompliance, June 7, 2006. 2. Attachment B, Previous Authorization to Operate (ATO) Permit Approval, ' October 10, 2000. ' 3. Attachment C, Record Drawings and Construction Certification for Modifications of the Transfer Station Facility, October 5, 2005. ' 4. Attachment D Locus Map and Aerial View of Transfer Station Area. ' The purpose of this application is to submit information to the Massachusetts Department of ' Environmental Protection (MADEP) in accordance with the Notice of Noncompliance to allow review and approval of a new ATO permit. ' B. Transfer Station Description. The transfer station was constructed as illustrated on the record drawing (Attachment C) and includes a paved entrance off Flint Street to a new scale, ' scalehouse, and the material handling area. The access roads and material handling areas are paved and the facility is secured with perimeter fencing and a locking gate at the entrance and ' exit onto Barnstable-Osterville Road. The transfer station includes the following components: 1. The municipal solid waste (MSW) transfer area is located at the site entrance, ' including five new covered MSW compactors that compact the MSW into roll-off 20206 -1- containers. The MSW is in covered containers at all times. The MSW is hauled from the facility to the Yarmouth/Barnstable rail transfer station as needed, and a minimum of once ' per week for disposal at the SEMASS resource recovery facility. ' 2. The metal and bulky recyclable transfer area is locate on the northwest side of the facility, including scrap metal, white goods, and other bulky recyclable handling and ' storage on pavement and in containers. The bulky recyclables are removed from the transfer station as needed and a minimum of once every 60 days. ' 3. The construction and demolition transfer area is located on the northwest side of the facility, including tipping of construction and demolition waste on a paved pad. All ' construction and.demolition waste is placed in covered containers by the end of the day. The construction and demolition waste is removed for disposal at a permitted facility as ' needed and a minimum of once per week. 4. The recyclable transfer area is located in the central area of the facility, including an ' attendant's station, a retaining wall with labeled containers for residential drop-off of ' recyclables, a swap shop, and various sheds and containers for other materials. The materials are removed from the transfer station as needed and a minimum of once every 60 days. 5. The compost area is located along the southeast side of the facility, including residential drop-off for leaves and yard waste and operation of the yard waste compost facility in accordance with plans dated June 2000 submitted for registration with the ' Department as a conditionally exempt compost facility. 6. The stockpile area(s) is located south of the facility in the soils excavation area, ' including stockpiling and controls for temporary storage of street sweepings, catch basin cleanings, and potential hurricane debris. The stockpile area may include the temporary storage of biosolids from the Hyannis WPCF in accordance with permits(s) issued by MADEP's Water Pollution Control Division. ' 20206 _2_ ' 2.0 INFORMATION REQUESTED FROM BWP SW 20 CHECKLIST A. Changes in Operation and Monitoring. The transfer station is open seven days per week as detailed below: ' • 7:30 am to 3:30 pm • Open all days except holidays ' This is a slight change from the previous hours of operation. ' B. Summary of Monitoring Data. The Town monitors for landfill gas migration on quarterly basis, for groundwater elevation and quality on a semi-annual basis, and for overall ' inspection of the transfer station and landfill cap on a semi-annual basis. The following bi-annual post-closure monitoring reports have been submitted to MADEP in the past five years. • Post-Closure Monitoring, Summer 2000-Spring 2002; submitted May 2002 by ' Stearns & Wheler, LLC. Post-Closure Monitoring, Summer 2002-Spring 2004; submitted July 2004 by Stearns &Wheler, LLC. ' • Post-Closure Monitoring, Summer 2004-Spring 2006; submitted May 2006 by Stearns & Wheler, LLC. In general, the groundwater quality and flow direction have remained relatively constant, and the ' landfill gas migration has subsided. A full discussion on this monitoring and a detailed report of the data and results are included in Attachment E. ' C. Leachate Management. There is no leachate produced, collected, or p as managed art of g this transfer station operation or as part of the capped landfill. D. Operations Problems/Solutions. There are very few operations problems. The only one is ' illegal entry by trespassers who perform minimal amounts of vandalism and/or mischief. As a result, the Town will install new perimeter fencing at the illegal entry points. The new fence will ' include the following features: • 6-foot high chain-link fence • "V"-type, 6-strand barb wire on top ' 20206 -3- i ' E. List of Permit Modifications Since Last ATO Permit Approval. ' 1. Project Renewal for Catch Basin Cleanings (CBC) Berm Placement; BWP-SW-13; Beneficial Use Determination (BUD) - Major; Transmittal No. W066429 (old Transmittal ' No. 205842); approved with conditions dated November 2, 2005. 2. Permit to collect household hazardous waste 5 times per year with the Town of ' Yarmouth F. List of Violations or Enforcement Actions. 1. Notice of Noncompliance for not renewing the ATO by the five-year deadline. ' 2. Notice of Noncompliance for not completing the household hazardous waste biennial report for 2003 t G. Documentation of Recycling and Waste Restriction Compliance. This documentation ' has been provided to MADEP in the following ways: ' 1. Waste Ban Compliance Plan, March 2006 (Attachment F) 2. Annual Solid Waste Facility Reports (The 2005 Report is contained in Attachment G) ' H. Financial Assurance Adequacy. The Town's Solid Waste Division is operated as an enterprise account. The waste disposal fees paid by the Town residents pay all operating costs and debt service. The account also has an adequate stabilization fund. The financial assurance of the facility is adequate. ' I. Demonstration of Compliance with 310 CMR 19.000. 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'r,"'W ,� 4, mn-, �%.-,­­�,` - ��.a __ OR , I ' ATTACHMENT A it NOTICE OF NONCOMPLIANCE, JUNE 79 2006 1 1 1 1 t 1 ' COMMOTWTALTH OF MMA;SSACHUSETTS EXECUTIVE OFFICE OF EINVIRONIZENTAL AFFAIRS ' DEPARTMENT OF ENwROMTWE NTAL PROTECTION -� SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 MITT R,OMNEY STMEN R.PRITCaARD Governor Secretary ' KERRY HLAJ�EY ROBERT W.GOLUDGE,Jr, Lieutenant Governor Commiesioncx ' June 7,2a06 Mark Ells,Director ' Department of Public Works Town of Barnstable 367 Main Strad ' Hyannis,Massachusetts 02601 Re: NOTICE OF NONCOMPLIANCE: NON-SE-06-4006 ' Noncompliance with M.C.L. Chapter 111,Section I50A and 310 CNIR 19.000 At: Town of Barnstable Solid.Waste Transfer Station t 45 Flint Street Marston Mills,Massachusetts Facility ID#:40018 Dear Mr.Ells: ' Enclosed please find.a Notice of Noncom fiance,.art importiuit leipl document. On October 30, 2005, Massachusetts Department of Environmental Protection (MassDEP) t perso=l observed or determined that the above facility located at 45 Flint Street in Bamstable; is Massachusetts, in noncompliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the NlassDEP. Specifically, the Town, of Bamst tole (the ' "Town") has not submitted an application for renewal of the Townes transfer station Authorization to Operate permit that expired on October 10,2005. ' If you lava any questions regarding this matter, please contact me at (508) 946-2$33 or.Mark Dakers of this office at(508)946-2847 or write to MassDEP at the letterhead address. 11ttir iafntrnation iA Awduble in alternate fonrTaL Luu 0anow IVI.Grurn s,eWA Cwrdiaxtor at 617 M-1057.TDA Service-IaillU 291L21U7, DEP on the World Wide Well ht0'!hwm..rt9ss.9ov/d0P t� PdnLad on Recycled Peeper I r- VG(a;7/ YV V V —V aa. Yd a cats ♦V V Y Va. a,a �.a—. .a. Bamstable Transtar Station Notice Of Noncompliance NON-SE-V14006 ' June 7,2006 Page 2 If you have any questions regarding this matter,please content Mark fakers of this 0 cc at (508)946-2847. ' 'Very truly yoaars, <;4is. Date: ' Da e Solid Waste Management Section ' Bureau of Waste Prevention, j~,/MDirr BARNSTAMNION Bnmstablo TS O42W6 ' Attachment:Notice of Noncompliance ' CERTIFIED lVIJL#7002 2030 0006 4996 4765 fc: Town of Bamstabtc DPW Solid Waste Division Attn:Olean Santos,Division Supervisor (508)428-9139 ' cc: Barnstable Town Council councilQown.Barnstablc.m a.us ' Bamstable(loran of),Thomas McKean healtb2�town.barnstable.ma.us ' MassDEP-Boston J.Doueett ' MassDEP-SRO Regional Pnforcement(2 copies) 4SIM.raH aq,I, Tnn ni on/CT/On c7:on deJ60Tn 86e1TJ21J:wa IL V Of L7/aVVV :LnV IL; Va rran 7VQ ova V(LL iW-- ... I ' Barnstable Transfer Station Nodce ofNoncomp(ianw,:SON-SE-06-4006 ' June 7,2006 DjQj1CZ!2F]SQNCO MPLIANCE Noncompliance Summary THIS IS AN IMPORTANT NOTICE,FAILURE TO TALE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RFSULT IN SERIOUS LEGAL CONSEQUENCES. Based on the MasSDEP's review of its records,the Town of Barnstabie,the owner of the transfer ' station located at 45 Flint Street, Marston Mills, Massachusetts is in noncompliance with one or more laws,regulations,orders,licenses,permits or approvals enforced by the 1VMassDEP. This Notice of Noncompliance describes (1) the requirement violated, (2) the date and place the ' MissDEP asserts the requirement was violated, (3) either the specific actions which must betaken in order to return to compliance or direction to submit a wriuen proposal describing how and when you plan to return to compliance, and(4)the deadline for taking such actions or submitting such a proposal. If the required actions are not completed by the deadiilies specified below,mi administrative penalty tmay be assessed for every day after the date of this Notice that the noncompliance occurs or continues. The MasSDE1P reserves its rights to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requiretnents, including, but not limited to, ' criminal prosecution, civil action including court-imposed civil penalties, or adrninistrGtive action, including administrative penalties imposed by the MassDEP. ' NAME OF E=Y(s)IN NONCOMPI TANCE: Town of Barnstable ' LOCATION(s)WHERE NONCO.NIPL1ANCk OCCURRED OR WAS OBSERVED, Barnstable Solid Waste Transfer Station ' 45 Flint Street Barnstable,Massachusetts ' DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: October 31,2005 ' DF;.SCRTP'I3ON OF NONCOMPLIANCE AND OF THE REQUIREMENT(S)NOT COMPLIED WrfH: -- MassDEP's investigation shows that Town violzted the following requirements: ' A. SOLID WASTE 1, SOLID WASTE MANAGENMNI T REGULATIONS 310 CMR 19.042 Authorization to ' OgLn_tc,(4)R iiewal of an Authorization to Overate., (a) General.. 1: W. Ib-'jvuo/VU4 Eurnntablo Tranafor Station Notico Of Noncompliance NON-SE-06-4006 ' June 7,2006 Ps�e 2 "310 CMR 19.042(4) Renewal of an Authorization to Operate., (a) General. An, operator plamming to continue to use a facility after the expiration date, if any, of ' the authorization to operate established pursumit to 310 CN 4R 19.042 shall: 1. submit an application for renewal of an authorization to operate,at least 180 days prior to the date of expiration,which shall include all appropriate ' information relating to the operation of the facility including, without limitation,..." MassDEP's records indicate that on July 10, 1996 MassDEP issued an A.utborization to Operate permit On October 10, 2000, MassDEP issued a Modification of a Small Handling Facility Permit approval (facility modification) to the Town for the Barnstable transfer station. The ' October 10, 2000 permit approved modifications to the July 10, 1996 Authorization to Operate permit. Condition #4 of the facility modification permit stated that the permit was valid for a period of five (5) years froin the date of issuance. The Town was advised t1 at they may renew ' the permit in accordance with the requirements contained at 310 CIMR 19.042(4). The Town was advised that a permit renewal application must be submitted at least 180 days prior to the due of expiration. ' The Town of Barnstable transfer station permit modification approval expired on October 10, 2005. Pursuant to condition 4 of the permit modification and 310 CMl2 19.042(4), the Town ' should have submitted a renewal application by April 11, 2005. MassDEP .records indicate that no permit. renewal application has been submitted. Failure to submit a permit renewal application is aviolation of 310 CN R 19.042(4). ' ACTION(S)TO BE TAKEN AND TIDE DEADLINE FOR TAIL NG.SUCH ACTION(S): ' The following action(s) to be taken have individual deadlines associated with them. The Town of Barnstable shall take the necessary steps to correct the violations within the specified deadlines as noted and shall return to compliance with the requirements described below. MassDEP's ' regulations at 310 CMR 5.09 presume receipt of this Notice of Noncompliance, if delivered by regular mail,three business days after its date of issuance. ' 1. Within ninety (90)calendar days of the date of this Notice of Noncompliance,the Town of Barnstable shall submit a complete application for renewal of an authorisation to op=te for the Barnstable transfer station to accordance with the requirements speeciBcd at 310 CMR. 19.042(4). ' Please address our reply to this Notice of Noncom liane David Y P Y P B. is at office. Date: Z--W,06 David B. Ellis, _ Solid Waste Management Section Bureau of Waste Prevention ATTACHMENT B ' PREVIOUS ATO PERMIT APPROVAL ' OCTOBER 10, 2000 I' 1 1 1 1 ' FROM :BARNSTABLE TRANSFER STATION FAX NO. :5084289139 Oct. 04 2005 08:17RM P2 COMMONWEALTH OF MASSACI USETTS ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEV11,1,8, MA p2341 508.946-2700 ' ARGEO PAIL CELLUCQ � �( �D t� Governor BOB DURAND S actetary ' JANE Sw=4 1AUREN A.LISS I.leutgnant Govet;nor Commissioner ' October 10,2000 Thomas J.Mullen,Director Department of Public Works ' Town of Barnstable 367 Main Street Hyannis;Massachusetts 02661 ' RE: FINAL Pliuffr APPROVAL Application for:BWMW21 MODIFICATION OF A SMALL HANDLING FACILITY AT: Barnstable Solid Waste Transfer Station 45 Flint Street ' Marston Mills,MA Transmittal Number:41003527 ' Dear Mr.Mullen: The Department of Environmental Protection, Solid Waste NfiAagement Section(Department)has ' completed its review of the permit application listed above and determined that the application is .: [[ l�te'•'The application was prepared and submitted on behalf of the Town of Barnstable (Town)by Stearns&Wbeler,Environmental Engineers&Scientists,LLC(S&W)in order to construct ' and implement design and operation modifications to the existing small solid-waste handling facility at 45 Flint Street,Marston Mills,Massachusetts. . SUBNffTTALS ' The following submittals represent the complete application reviewed by the Department under 310 CMR 19,000 Solid Waste Management Facility Regulations and the Department's Landfill Technical Guidance Manual,May 1997(Manual). I ' A- The application fonns, design report, and drawings received at the Department February 28, 2000,in the S&W document entitled,BWP SW 21,Permit Application.Modification of a Small HOAAARFacili Solid Waste Transfer Station Facility Modifications Town of Barnstable ' s c usetts .e 2000. ' B. better and drawings regarding land clearing and grubbing received at the Department on May 24, ' 2000 from the Town. C. Memorandum summary regarding a July 11, 2000 site visit by,'representatives of the Torun, S&W,and the Department received at the Department on July 13,2000 from S&W. ' Tbe,idarmadoe Is available in alternate tbrmat by calling our ADA Coordinator ut(617)•374.a7Z, DEP on the WOM-WideWeb: hQ0i#www.at9to c»us/A ' FROM :BARNSTABLETRANSFER STATION FAX NO. :5084269139 Oct. 04 2005 08:18AM P3 2 D. Additional information recoived at the Department on July 31 2000, from.S&W in response to the Department's Technical Review comments. ' E. Additional informations received at the Department on October 3, 2000, from the Town;regarding compliance with the requirements that all waste handling areas be set back at least 250-Feet from all private water supply wells. ' PROJEg'DESCRIPTION The application documents detail the••design and construction of modifications to be made to the existing ' small solid waste handling facility(Transfer Station)on approximately 13-acres of an 86-acre site located at 45 Flint Street,Marston Mills,Massachusetts. The Transfer Station is located immediately adjacent to the closed Barnstable Sanitary Landfill which lias'a final cover and passive gas venting system. The subject of this permit application is the design, construction,operation,and maintenance of the modified ' Transfer Station as described below. • Relocation and improvements to the recycling facility, • Relocation of the yard waste and compost-drop-off area, ' Relocation and improvements to the Construction and Demolition(C&D)waste facility, • Relocation and irprovements•to the Municipal Solid Waste(MSW)facility, • Installation of a new weigh scale,and • . Site.work to improve traffic flow,stormwater management and the site aesthetics. Transfer Station Permits) The Transfer Station,was originally constructed in accordance with an Authorization to Construct permit (BWPSW19,Transmittal#106671)issued January 12, 1996,and currently operates in accordance with an Authorization to.Operate permit(BWPSW20, T#1 14379) issued July 10, 1996. This'permit approves a modification to these permits. Assignment ment - I � � On November 4, 1987,the Barnstable Board of Health issued a site assignment for a solid waste facility at the 86-acre property listed at parcel 002 on Assessor's Map 123 in accordance with Massachusetts L General Laws, Chapter i t 1, Section 150A (M.G-L. C.111 S.150A). On June 6, 1995, the Barnstable Board of Health acknowledged and approved a modification to the site assignment allowing an alternative transfer station design. ' Handling Capacity The Transfer Station is permitted to accept an average'of 30.tons per day and a maximum of 49'tons per - ' day of municipal solid waste(MSW)and construction and demolition waste(C&D). The facility will be Open five(5)days per week Tuesday through Saturday from 7:30 AM to 3:30 PM. MSW and C&D will be accepted only from residents of the Town of Barnstable_ The Transfer Station includes residential drop-off for reeyclables and compostables including, but not limited to; scrap metals, plastics, glass, ' newspaper, magazines, cardboard, leaf and yard waste, CRTs,fluorescent bulbs, and white goods. The Transfer Station will also manage tines,waste oil,mattresses,and propane tonnes. ' Private Well Set-Backs Although the applicant had indicated in the July 31, 2000 submittal that an existing or potential private water supply exists within 250-feet of the Transfer Station waste handling, the private well was surveyed and found to adhere to the required set-back. This information was faxed to the Department on October . ' 3,2000,and shows that the private water supply well located at the property north of the Transfer Station owned by Demelo Brothers is set-back greater than 250-feet from all waste handling areas. Prior to constructing or operating the waste handling areas, the Department requires that the Town submit a plan ' sheet that is signed and stamped by a Professional Engineer showing the private well in reference to the Transfer Station waste handling areas(refer to Condition 15). 1 . ' FROM :BRRNSTRBLE TRANSFER STATION FRX NO. :5084289139 Oct. 04 2005 08:18RM P4 3 t Landfill Gas Control/MeWtoring/Modeling As-required by the Department, the applicant has-presented several options for evaluating ambient air quality in the Transfer.Station areas to ensure that the existing passive landfill.gas venting system is not presenting a health risk to facility personnel and/or residents accessing the facility. The Town has three ' basic options in eliminating/evaluating potential risks poised by venting landfill gas in the vicinity of the Transfer Station(refer to Condition 16)." -.• The Town must permit, construct and operate an active landfill gas collection and flare system to ' collect and destroy the landfiff'"' is, • The Town must adequately characterize the raw landfill gas,conduct applicable dispersion modeling and compare the results to risk based standards,or ' • The Town must conduct field screening, collect ambient air samples, and compare the results to risk based standards. .ACILrry DEsicN ' The Transfer Station facility modification design as presented on the drawing entitled, Solid Waste Division.Transfer Facilities Design Drawing July 21 2000 includes a paved entrance off of Flint Street to a new scale,scale house,and the material handling areas. All access roads and material handling areas ' .will be paved and the facility will be secured with perimeter fencing and a locking gate at the entrance and the exit onto Barnstable-Osterville Road. The Transfer Station design includes the following components, ' • Municipal Solid Waste Transfer Area to be located at the site entranee including four (4)new covered MSW compactors that will compact.the MSW into roll-0ff Containers. All MSW must be in covered containers at all times.The MSW will be hauled from the facility to the YarmouffiMarnstable I ' rail transfer station as needed and a minimum of once per week for disposal at the SEMASS resource recovery facility. • Metal and Bulky'Recyclable Transfer Area to be located on the northwest side of the facility ' including scrap metal,white goods and other bulky recyclable handling;and storage on pavemeat and in containers. The bulky recyelables will be removed from the Transfer Station as needed and a minimum of once every 60-days. ' • Construction and Demolition Transfer Area to be located on'the northwest side of the facilit y including tipping of construction and demolition waste on a paved pad and storage in covered ' containers. All construction and demolition waste must be placed in covered containers by the end of the day. The construction and demolition waste must be removed for disposal at the Bourne Landfill or another permitted facility as needed and a minimum of once per week. ' Recyclable Transfer Area to be located in the central area of the facility including an attendants station, a retaining wall with labeled containers for residential drop-off of recyclables, a swap shop, and various sheds and containers for other materials. The materials will be removed form the ' Transfer Station as needed and a minimum of once every 60-days. • Compost Area to be Iocated along the southeast side of the facility including residential drop-off for ' leaves and yard waste and operation of the yard waste compost facility in accordance with plans dated June 2000 submitted for registration with the Department as a conditionally exempt compost facility. • Stockpile Area(s)to be located south of the facility in the soils excavation area including stockpiling ' and controls for temporary storage of street sweepings,catch basin cleanings,and potential hurricane debris. -The stockpile area may include the temporary storage of biosolids from the Hyannis 'Water Pollution Control Facility only in accordance with permit(s)issued by DEP's Water Pollution Control ' Division. These iaterials may only be utilized in accordance with Department policy,requirements, or permits and there shall be no speculative accumulation of these materials. For the purposes of this permit;•specWative acouraulation-of-these materials is defined as any volume of-these-materials. ..._r- .tom_ I ' FROM :HRRNSTRHLE TRANSFER STRTION FAX NO. :5084289139 Oct. 04 2005 08:19RM P5 The Transfer Station is designed to control stormwater run-off up to the 25-year, 24 hour rainfall event. All stormwater run-off from the facilities paved areas will be routed through deep hooded catch-basins prior to being discharged into leaching chambers for infiltration. All MSW will be in covered containers with no leachate discharge to the environment. ' ,A ERROYAL CONDITIONS The Department has determined the application is satisfactory and in accordance with the authority 'granted pursuant to M.'G.L., C.111, §150A, hereby appr6ves'the small bandling modification permit application subject to the following conditions. 1. Notife 'on:-The Town shall notify the Department when modifications of the Transfer Station ' are initiated so that inspections can be scheduled. 2. Construction Compliance: The Town shall proceed with the Transfer Station construction in t compliance with Department regulations, requirements,, the Manual, or as specified by this permit. There shall be no-deviation from the approved plan without prior written approval from the Department. ' 3. Construction Certification: The Town shall submit a construction certification report within sixty (60)'days of completing modifications to the Transfer Station. The report shall include as-built drawings, quality assurance/quality control data, and written'certification from the supervising ' engineer demonstrating .that the construction was performed In accordance with Department regulations,requirements,the Manual,and the approved design. . '4. Life of Permit:This design and operating permit modification for the Barnstable Transfer Station ' shall be valid for a period of five(S)yearn from the date of this permit. 'It may be renewed upon written request pursuant to 310 CMR 19,042 whereas a permit renewal application must be submitted at least 180.days prior to the date of expiration. ' 5. Regglatoi Co I• ee:The Town shall operate and maintain the Transfer Station in accordance with 310. CMR 19.200 through 19,221. requirements for Transfer Station operation and ' maintenance and".310 CMR. 19.043 Standard Conditions. Odors, dust, erosion, noise or other nuisance conditions shall be kept to a minimum, Measures.shall be undertaken immediately to mitigate any potential.impacts from nuisance conditions and operations shall be modified to prevent these conditions from reoccurring. ' 6. Waste T es and Tonna a Limits:The Town may operate the Transfer Station at the average rate of 30 tons per day and,a maximum of 49 tons per day of municipal solid waste (MS'VV) and construction and demolition waste (c&D). The Town shall remove all solid waste from the ' Transfer Station a minimum of orice per week. 7. Hours of Operation:The Town may operate the Transfer Station five(5)days per week Tuesday ' through Saturday from 7:30 AM to 3.30 PM. 8. 'Vil'a a Ins gqt ons: The Town 'shall conduct waste inspections for banned waste and other. ' unacceptable- materials in accordance with Department regulations and the Waste Ban Compliance Plan as submitted and approved by the Department on April 8, 2000. Routine operations shall include supervised unloading acid inspection of all waste for unacceptable materials including asbestos, hazardous materials, and waste ban materials. All unacceptable ' materials shall be managed in strict accordance the Waste Ban'Compliance plan and procedures contained in the operation and maintenance plan. ' FROM :BARNSTABLE TRANSFER STATION FAX NO. :5084269139 Oct. 04 2005 08:20AM P6 ' 9. Facility. Jn ctions: The Town shall provide for the Transfer Station to be inspected semi- annually by a registered Professional Engineer, or other qualified professional-approved by the Department. An inspection report shall be submitted to the Department by a duly authorized individual no later than 7 days following the inspection. Pursuant to 310 CUR 19.043(M), the ' Town should identify, in writing, all duly authorized representatives. The report shall address all aspects of the facility including the waste handling,compost and,recycling operations,stormwater controls,and all other site features. The report shall indicate whether all items are in compliance, ' propose remedies and establish a schedule for correcting any problems. 10. Stormwater Controls: The Town shall operate and.maintain all stotmwater controls so that they properly function to prevent adverse irnpacts from operation of the Transfer Station. Inspection and maintenance of the sto wat rtn er controls •shall be recorded in the dell �to and semi-annual ' y � inspection reports, The Town shall conduct all solid waste handling and recycling activities on paved surfaces. Any liquid discharge from MSW must be treated as leachate such that it is not i' released to the environment. 11. RecQWX The Town shall maintain daily logs at the Transfer station at all times to record the operational information required pursuant to 3.10 CMR 19.220 with'copies periodically forwarded ' to the Board of Health The Town shall retain copies of all personnel training records regarding operation and maintenance procedures, health and safety training, asbestos training, fist aid, emergency procedures and any other training. All logs and rewords shall be available for' Department review'upon request. 12. Aual Report: The Town shall submit an Annual Report to the Department by February 15t'of each year which summarizes the facility operations for the previous calendar year on a form as I ' provided by the Department. 13. Local, State Federal UglgEemezrts:The Town shall fully comply with all applicable local, state, and federal laws, regulations, and policies, by-laws, ordinances and agreements. Applicable federal regulations include,but'are not limited to, 29 CFR part 1910,OSHA standards governing employee health and safety in the workplace. ' 14. Ferrnit Limitations: The issuance of;this approval is limited to the construction of a Transfer Stations and does not relieve the Town from the responsibility to comply with all other regulatory or permitting requirements. The Department reserves the right to require additional assessment or ' action,.as deemed necessary-to protect and maintain'the environment free from objectionable nuisance conditions,dangers or threats to public health or the environment. 15. Private Ael1 ct-Bar : Prior to constructing or operating the waste Handling areas, the Town is ' hereby required to submit a plan sheet that is signed, and stamped by a Professional Engineer showing the surveyed location of the private water supply well identified at the property owned by Demelo Brothers in reference to the Transfer Station waste handling areas. 16. LandfilLGas Control/Monitorinir/Modeling: The Town is hereby required to complete one of the following actions to.evaluate ambient air quality in the Transfer Station areas to ensure that the t existing passive landfill gas venting system is not presenting a health risk to facility personnel and/or residents accessing the facility. The Town shall submit a work plan and schedule to: (a) Permit, construct and operate an active landfill gas collection and flare system to collect and destroy the landfill gas, (b) Adequately characterize the raw landfill gas, conduct applicable dispersion modeling and compare the results to risk-based standards,or. (e) Conduct field screening, collect ambient air samples, and compare the results to risk based ' . . . . . . .. _ standards- . FROM :BARNSTABLE TRANSFER STATION FAX NO. :5084289139 Oct. 04 2005 08:21AM P7 APPEAL The.0epartment has issued this permit modification approval pursuant to M.G.L., C.111, §150A. Any person aggrieved by this decision may appeal it pursuant to M.G.L., C.30A, §14. An appeal must be commenced no later than thirty(30)days from the date of this letter. Notice of an action or proceeding to appeal,including a statement of reasons, shall be served on the Department upon commencement of the appeal. In the event of an appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and modify the approval. ' If You have au Y y questions or comments regarding this approval left ,feel free to contact me at(508)946- • 2833 or Chris Anderson at(508)946-12834 or at the letterhead ad ess. ' V truly ya ; id h of Solid Waste Mans ection 1 • ' MCA ' CC; Barnstable'Solid Waste Division 45 Flint Street,P.O.Box 37 ' Marston Mills,MA 02648 AITrN- R.McGhee,Supervisor Barnstable Department of Public Works 367 Main Street Hyannis,MA 02601 ATIN: M.Ells,Assistant Director Barnstable health pepartment 367 Main Street Hyannis,MA 02601 ' Stearns& ' Wixeler Environmental Engineers&Scientists 100 West Main Street,P.O.Box 975 ' Hyannis,MA 02601 ATIN: N.Weeks,P-E. DEp-SERO ' ATM: A.Hemberger DEP-Boston ' ATTN., T.Doucett 1 ATTACHMENT C ' RECORD DRAWINGS AND CONSTRUCTION CERTIFICATION FOR MODIFICATION OF THE TRANSFER STATION FACILITY, OCTOBER 5, 2005 1 1 t THE T � STAH Town of Barnstable ' 9 MAS&& Department of Public Works i6g9. �0 prEDMA�p Solid Waste Division 45 Flint Street, Marstons Mills,MA 02648 ' Office: 508-420-2258 L. Glenn Santos Fax: 508-428-9139 Solid Waste Supervisor 1 October 5,2005 ' Mr.David Ellis, Chief Division of Solid Waste Management DEP-SERO ' 20 Riverside Drive Lakeville,MA 02347 ' RE: Town of Barnstable Solid Waste Division. Modification of a Small Handling Facility Transmittal No. 41003527 ' Dear Mr. Ellis: 1 Attached please find the Record Drawings and Construction Certification for the above- referenced project in accordance with Approval Condition #3 of the DEP Final Permit Approval dated October 10, 2000. The new transfer station works very well and we appreciate your assistance in the permitting of the facility. There is one modification to the hours of operation. The approval letter states in Approval Condition #7 that the facility will be open to the public from 7-30 AM to 3:30 PM five days per week, Tuesday through Saturday. We have recently revised the hours of operation to 7:30 AM to 3:30 PM seven days per week. Please let us know if an additional permit application and/or renewal are needed for this ' Authorization to Operate and for the modification of the hours of operation. Very truly yours, ' Town of Barnstable Solid Waste Division L. Glenn Santos Division Supervisor Enclosures ' cc: Mark Ells,DPW Director Mark Giordano,P.E.,DPW Special Projects Manager Nathan C. Weeks,P.E., Stearns &Wheler 1 Town of Barnstable ' Department of Public Works 367 Main Street,Hyannis MA 02601 ' www.engineering@town.barnstable.ma.us Office: 508-862-4090 Mark S. Ells Fax: 508-862-4711 Director October 4, 2005 Mr. David Ellis, Chief Division of Solid Waste Management DEP-SERO ' 20 Riverside Drive Lakeville, MA 02347 ' RE: Construction Certification Report Solid Waste Transfer Facility Modification ' Town of Barnstable Transmittal No. 41003527 Dear Mr. Ellis: ' Modifications to the Barnstable transfer station have been completed in accordance with the October 10, 2000 Final Permit Approval and deemed substantially complete. This project included the relocation of the MSW drop off area, recycling area, the yard waste ' drop off and composting area, and the facility scale and Gate House. The project also included site work to improve traffic flow, stormwater management, and visual impacts of the site. Construction was performed in conformance with the permit. Minor ' deviations to the approved plans were reviewed and discussed with the Department as they occurred. An updated record drawing is included with this documentation. ' In response to state regulatory requirements for project certification, we offer the following: ' I am a licensed professional engineer in the Commonwealth of Massachusetts. I hereby certify that to the best of my knowledge, information, and belief, the project was constructed in general ' conformance with the plans and specifications; and in my professional opinion, is in compliance with applicable' state regulations and DEP's Final Permit Approval. 1 I e . Please contact me if you have any comments or questions. Very truly yours, ' Robert Burgm , P.E., Town Engineer Department o Public Works, Engineering Division cc: L. Glenn Santos, Town of Barnstable Solid Waste Division Supervisor ' Mark S. Ells, Town of Barnstable DPW Director Nathan C. Weeks, P.E., Steams & Wheler 'I I 2 F M E D REALTY CO INC ;'; WHITE ALLEN J TRUSTEE AALTO JOHN A&JOAN E ! 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W*+•. r `k^P4' � rK .,^ �� ..�. r: ,„4 �4•,`'r `4r�. x fi `�' ,,r N`54.� s j ` +r ..r r a .A A, u - x � SNib q ' TOWN OF BARNSTABLE N SOLID WASTE FACILITY AERIAL PHOTO - APRIL 2005 0 50 100 200 Feet FILE:TransterStation aerial_2o05 close.mx0 J.A.B. 7-17.2006 ATTACHMENT E ' NARRATIVE DISCUSSION ON MONITORING FROM ' MAY 2005 BI-ANNUAL POST-CLOSURE MONITORING REPORT 1 1 1 I i POST CLOSURE MONITORING REPORT SUMMER 2004—SPRING 2006 BARNSTABLE MUNICIPAL LANDFILL TOWN OF BARNSTABLE,MASSACHUSETTS SECTION 1 —INTRODUCTION ' 1.1 PURPOSE OF REPORT This report documents the post-closure monitoring activities at the Town of Barnstable (Town) 1 Capped Municipal Landfill (Landfill) for the Summer of 2004 through the Spring of 2006. The purpose of the report is to summarize post-closure uses, groundwater and landfill gas monitoring, and post-closure activities in accordance with the approved Landfill Closure and Post-Closure Plan. ' 1.2 LOCATION The Barnstable Landfill is located in the Town of Barnstable north of Route 28 in the Village of ' Marston Mills, with access to the Landfill provided from Flint Street. The Landfill limit of ' waste has an approximate area of 52 acres. The Town of Barnstable owns the Landfill property, which is contained on the 86-acre Solid Waste Division site, and is operated by the Town ' Department of Public Works (DPW). A map indicating site features is included as Figure 1-1. 1.3 SITE HISTORY ' The Landfill has been used for the collection and disposal of residential, municipal, commercial, and demolition debris from the Town of Barnstable for more than 60 years. The exact date the ' Landfill was opened is unknown. The Landfill was first operated under the direction of the Town Board of Health(BOH). On July 1, 1111, the operation of the Landfill was turned over to the Town DPW, In 1181, the existing ' Post Closure Monitoring -1- Report P Stearns&Wheler,LLC 20206.2 ' transfer station was constructed to eliminate the requirement for residents to dispose of their refuse at the working face of the Landfill. In 1991, the Town began sending its municipal solid ' waste (MSW) to the SEMASS resource recovery facility. The existing transfer station at the Landfill is now used to collect MSW for transfer to the Barnstable-Yarmouth regional transfer ' station and subsequent transfer by rail to the SEMASS facility. ' The Landfill was capped in 1996 and 1997. A new Transfer Facility was constructed at the site in 2002 and 2003. 1.4 REGULATORY HISTORY In June 1995, the Massachusetts Department of Environmental Protection(MADEP) executed an ' Administrative Consent Order (ACO #5E-95-4009) requiring capping of the Barnstable Landfill by October 15, 1997. In response to the ACO, the Town submitted a Corrective Action Alternatives Analysis (CAAA), Landfill Closure Plan (LCP) and Post-Closure Plan (PCP) in October 1995, which included specifications for Landfill construction and post-closure use. The ' CAAA, LCP, and PCP outlined the Town's plans for closing the Landfill in accordance with both the ACO and pertinent state regulations included in 310 CMR 19.00. ' The Town stopped accepting solid waste in the north and south areas of the Landfill on June 30, 1995, and in the central portion of the Landfill on May 31, 1996. The ACO was then amended by DEP to allow the Town to receive construction and demolition (C&D) debris until October 11, 1996. The C&D material was used to meet the grading requirements outlined in the LCP. ' Landfill capping completed in 1997 and a Landfill Closure Construction PP g was p Documentation Report was submitted to MADEP on December 1997. MADEP issued a Post-Closure Monitoring Plan Approval BUT SW 25 on July 6, 1998. ' Post Closure Monitoring Report -2- Stearns&Wh 1 2 e er,LLC 0206.2 1.5 SUMMARY OF LANDFILL CLOSURE CONSTRUCTION ACTIVITIES ' The Barnstable Municipal Landfill was closed and capped during the 1996 and 1997 construction seasons. The Landfill was capped in three distinct phases as outline in the approved ' LCP. ' The 27.4 acres of the north area and northerly portion of the central area were constructed with a Type A-1 cap which, included the following components: ' • Subgrade. Refuse and fill material to accommodate designed lines and grades. • Gas Venting Layer. Six-inch layer of gas venting sand and passive gas vents. ' • Geomembrane. 40 mil LLDPE textured geomembrane cap. • Geocomposite Drainage Layer. The composite layer was used on steep slopes to ' allow water drainage to infiltration facilities. • Subsoil Layer. Twelve (12)-inch subsoil layer to protect the geomembrane. • Topsoil Layer. Six (6) to ten (10) inch topsoil/compost layer, including hydroseed and mulching to support vegetative growth and prevent erosion. ' The 17.5 acres of the south area and southerly portion of the central area were constructed with a Type A-2 cap, which included the following: ■i • Subgrade. Refuse and fill material to accommodate designed lines and grades. Gas Venting Layer. Six-inch layer of gas venting sand and passive gas vents. Geomembrane. 40 mil LLDPE textured geomembrane cap. Drainage Layer. Six to 12-inch granular soil drainage layer. Topsoil Layer. Six to ten-inch topsoil/compost layer including hydroseed and mulching to support vegetative growth and prevent erosion. The 6.7 acres of the easterly portion of the Landfill were constructed with a Type B cap, which included the following: Post Closure Monitoring Report -3- Stearns&Wheler,LLC 20211*2 ' • Subgrade. Refuse and fill material to accommodate designed lines and grades. • Gas Venting Layer. Six-inch layer of gas venting sand and passive gas vents. • Geomembrane. 40 mil LLDPE textured geomembrane cap. Drainage Layer. Nine-inch granular soil drainage layer. ' • Geotextile Separation. Geotextile separation layer between drainage and crushed stone. ' . Crushed Stone. Nine-inch crushed stone layer. ' Several portions of the Type B cap have since been paved with asphalt. In addition, Landfill construction included adequate surface water controls, including infiltration basins, drainage terracing, downchutes, and erosion mat. Surface water controls, drainage pipes, ' and other details are included in the topographic record drawing. ' 1.6 APPROVED LANDFILL POST-CLOSURE USES Approximately 6.7 acres of the easterly portion of the Landfill were capped with a Type B cap, ' which is designed for post-closure use by the Town Solid Waste Division. Approved post- closure uses include: • Material recycling ' . Wastewater sludge stockpiling Yard waste composting ' . Bulky waste processing Processing of woody material from storm drainage ' • Staging for snowplows and sanders in the winter. The overall Solid Waste Division site has additional solid waste related uses as described in detail in the February 22, 2000 Solid Waste Transfer Facility Modification(BWP SW 21)Permit Application(Transmittal No. 41003527). These include: ' Post Closure MonitoringReport - -p 4 Stearns&Wheler,LLC 20206.2 0 Municipal Solid Waste Transfer Facilities • Construction and Demolition(C&D)Material Transfer Facilities ' . Recycling Operations • Approved (by MADEP WPCD) Biosolids Land Application Sites. Final permit approval for the Solid Waste Transfer Facility Modification was received October 10, 2000. In addition, approval for a Beneficial Use Determination on the use of catch basin cleanings (CBCs) at the Landfill was received November 13, 2000. The CBCs are being used for the construction of berms on the site. SECTION 2—SUMMARY OF POST-CLOSURE ACTIVITIES AND MAINTENANCE 2.1 POST-CLOSURE ACTIVITIES ' After Landfill capping,the Type B cap has been used for the following activities: ' . Wastewater treatment facility (WWTF) biosolids stockpiling and blending in accordance with several MADEP Water Pollution Control Division permits. Yard waste composting • Material storage • Staging for snowplows and Highway Division activities. The Type B cap is performing very well for these areas. 2.2 POST-CLOSURE MAINTENANCE In early 1998, the drainage terrace at the northwest corner of the Landfill was reinforced and regraded to repair erosion damage that occurred in the spring of 1998. The repairs have held up well. Post Closure Monitoring Report -5- Stearns&Wheler,LLC 11211*2 In early 1999, 33 passive gas vents were installed along the north side and northeastern corner of the Landfill cap. The vents were installed to prevent explosive gas from building up under the ' cap, and potentially migrating off site. These vents have worked well as described in the July 26, 1999 Corrective Action Design(CAD) Construction Certification Report. The Landfill cap supports a thick layer of grass, which minimizes soil erosion and prevents the ' establishment of small trees. Periodically, the Landfill cap is inspected for erosion or other problems. SECTION 3—GROUNDWATER MONITORING 3.1 BACKGROUND Since May of 1995, groundwater monitoring for the Landfill has been performed by Stearns & ' Wheler, LLC. Prior to that, groundwater samples were collected by the Town and its previous consultants since the first wells were installed in 1981. During the first five years of sampling ' (1981 — 1986) samples were analyzed for inorganics and metals. In 1986, volatile organic compounds (VOCs)were added to the list of analytical parameters. In 1995, Stearns & Wheler sampled 27 groundwater wells, one surface water body, one leachate point, and three municipal water supply wells. Two rounds of sampling were completed in May and November respectively. Three other groundwater wells were not sampled because they were ' dry. Groundwater analysis included testing for leachate indicators, VOCs, filtered metals, and field parameters (temperature, pH, Eh, conductivity, and turbidity). Results of these sampling ' events were submitted to DEP as part of the June 1995—Semi-Annual Groundwater Monitoring Report(December 1995). The semi-annual sampling events in 1996 included 27 groundwater wells, one surface water body, and three municipal water supply wells. It is noted that during the winter sampling event only two of the three municipal water supply wells were sampled because the third well was not ' being operated at the time. Three other groundwater wells were not sampled because they were ' Post Closure MonitoringReport -6- P Stearns&Wheler,LLC 20206.2 ' dry. Results of these sampling events were submitted to DEP as part of Annual Groundwater Monitoring Report(February 1997). The semi-annual sampling events in 1997 included 29 groundwater wells, one surface water ' body, and three municipal water supply wells. It is noted that during the winter sampling event only 26 monitoring wells were sampled and only two of the three municipal water supply wells ' were sampled, as the third municipal well was not being operated at the time. Three other groundwater wells were not sampled because they were dry. Results of these sampling events ' were submitted to DEP as part of Annual Groundwater Monitoring Report — August and December 1997 Sampling Events (February 1998). In all, there are 38 groundwater-monitoring wells in and around the Barnstable Landfill, tincluding the three public supply wells operated by the Centerville Osterville Marston Mills (COMM) Water Department. Based on historical results and MADEP requirements, 33 of these wells are sampled on a semi-annual basis as part of the Landfill-monitoring program. ' The monitoring wells are generally located in clusters of one to four wells at 16 different 1 locations. The monitoring well designations established by the Town include a prefix to indicate locations upgradient or downgradient of the Landfill. The upgradient well is labeled "A", and ' the most immediate downgradient clusters at the southern edge of the Landfill are labeled `B". The well clusters labeled "C" and "D" are located sequentially further downgradient of the ' Landfill. The suffix for each well denotes the relative depth within the cluster, with "A" representing the shallowest well and"D"representing the deepest well. ' Well Cluster D2 was damaged and is no longer included in the monitoring network. Well D7-B was added to replace the D2 cluster. Well Clusters A and C3 still exist, but are also no longer included in the monitoring network as they are considered upgradient or outside the flow path of ' groundwater that originates at the Landfill. Figure 3-1 shows general locations for all the well clusters. ' Post Closure MonitoringReport -7- p Stearns&Wheler,LLC 20206.2 ' Historical data indicates some dissolved inorganic constituents diagnostic of leachate, such as elevated alkalinity, sodium, and iron, in some of the downgradient wells. VOCs have also been ' detected, although less consistently and at low concentrations downgradient of the Landfill. Generally, the subtle inorganic plume is evident in down gradient areas where VOCs are not present, which indicates that the VOCs are undergoing natural attenuation. 3.2 SAMPLING METHODOLOGY During the monitoring period from 2004 to 2006, all water samples were analyzed for general chemistry parameters, volatile organics (VOCs), filtered metals, and field parameters. The ' general chemistry parameters included analysis for alkalinity, chloride, sulfate, and total dissolved solids (TDS). Filtered metals included arsenic (As), barium (Ba), iron (Fe), manganese (Mn), and lead(Pb). The field parameters (pH, temperature, dissolved oxygen (DO), ' and conductivity) were measured in the field at each sample location. ' The depth of water was,recorded in each monitoring well prior to sample collection. Table 3-1 presents a summary of fhe existing groundwater monitoring wells and groundwater elevations for ' Summer 2004 through Spring 2006. Groundwater purging for all existing wells was performed until three well volumes were removed. Wells were then allowed to recover prior to sampling. ' Dedicated, disposable bailers were used to collect groundwater samples from the monitoring ' wells. Dedicated poly line was used to lower the bailer into the well. Public water supply wells were sampled from fauzets. Water samples analyzed for dissolved metals were field-filtered prior to collection in the sampling bottles. ' Duplicate samples and field blanks were collected and analyzed as a quality control measure to verify the precision of the sampling and analytical procedures. Trip blanks supplied by the ' laboratory were analyzed to identify potential sample contamination as a result of improper handling. ' Post Closure Monitoring Report ort -8- Stearns&Wheler,LLC 20206.2 Following the collection of each sample, they were placed in an ice-filled cooler. Samples were delivered to the Alpha Analytical Laboratory following chain-of-custody procedures. ' Laboratory results .for the reporting period are included as Appendix A, (2004 — 2005) and Appendix B (2005-2006) 3.3 SUMMER 2004 TO SPRING 2005 RESULTS A. Description. Between August and September of 2004, the Town sampled 25 ' groundwater-monitoring wells and three municipal water supply wells. Between January and June of 2005, the Town sampled 15 groundwater-monitoring wells and three municipal water ' supply wells. The clusters of wells labeled B1, B2, and B4, as well as D1-A, D1-B, D3, and D6- A, were not sampled due to the severity of the weather and the inaccessibility of the wells at the time of sampling. Sampling results are discussed in this section, and the lab results are included in Appendix A. 1 ' Table 3-2 reports the field parameters measured during these two sampling events. ' A. Groundwater Flow. Groundwater contour maps are presented for each semi-annual sampling event for 2004-2005 (Figure 3-1 and Figure 3-2). The groundwater now pattern for ' 2004-2005 is consistent with previous monitoring periods. Groundwater flows from northeast to southwest across the Landfill, discharging to Prince Cove. ' B. Inorganic Parameters. Analytical results for inorganic parameters are summarized in g Yt g ' Table 3-3. Consistent with previous sampling rounds, primary water quality standards were exceeded for arsenic during the fall 2004 sampling in wells B1-B and B2-B which are located on ' the landfill. In addition, an exceedance of the arsenic level was detected at well D5-A in the spring 2005 sampling. Primary water quality standards for lead were exceeded during the spring ' 2005 sampling for well D5-A. Secondary water quality standards were exceeded for manganese, iron, chloride, sulfate, and TDS at a variety of wells. 1 ' Post Closure MonitoringReport -p -9 Stearns&Wheler,LLC 20206.2 ' C. Organic Parameters. Analytical results for organic compounds during the 2004-2005 sampling events are presented as Table 3-4. Vinyl chloride exceeded water quality standards in ' monitoring well C2-D in the fall 2004 sampling event. No other VOCs were detected above standards in the semi-annual monitoring events. Overall, 13 compounds were detected in 2004-2005, compared to 12 compounds detected in ' 2002 — 2003. It is noted that vinyl chloride (in well C2-D) was the only compound detected above water quality standards during 2004-2005. Well cluster C2 has historically had vinyl ' chloride concentrations that exceed drinking water standards. Chloroform was detected at all three water supply wells sampled in 2004-2005. Previous detections of this compound in the water supply well samples have been determined to be from laboratory interference. Methyl-Tert-Butyl-Ether was the only other organic compound detected ' in any of the water supply wells (Pumps 3&4). However, the measured level was well below standard limits. ' 3.4 SUMMER 2005 TO SPRING 2006 RESULTS ' A. Description. During September and October of 2005 the Town collected samples from P gP P ' 22 groundwater-monitoring wells and three municipal water supply wells. In January of 2006, the Town collected samples from 23 groundwater-monitoring wells and three municipal water ' supply wells. Wells B1-A, B2-B, D1-A, D1-B, D3, and D6-A were not sampled during either sampling round because they were dry. B4-C was not sampled during the 2005 round due to a ' nest of yellow jackets. Sampling results are discussed in this section, and the lab results are included in Appendix B. Table 3-2 reports the field parameters measured during these two sampling events. B. Groundwater Flow. Groundwater contour maps are presented for each semi-annual ' sampling event for 2005-2006 (Figure 3-3 and Figure 3-4). The groundwater flow pattern is ' Post Closure MonitoringReport -10- P Stearns&Wheler,LLC 20206.2 ' consistent with previous monitoring periods. Groundwater flows from northeast to southwest across the Landfill, discharging to Prince Cove. C. Inorganic Parameters. Analytical results for inorganics are summarized on Table 3-3. Primary water quality standards were exceeded for arsenic at well B1-B (2005 round) and well D5-A (2006 round). Secondary water quality standards were exceeded for manganese, iron, and ' TDS during the summer and winter. Primary water quality standards were exceeded for lead during the 2006 sampling round for wells D5-A and B2-D,which is located on the Landfill. D. Organic Parameters. Analytical results for organic compounds during the 2005-2006 sampling events are presented as Table 3-4. Well C2-D exceeded standards for Vinyl Chloride ' in both sampling events, which has historically had concentrations that exceed drinking water standards. ' 3.5 CONCLUSIONS ' Results of the 2004-2006 groundwater-monitoring program are in good general agreement with 1 results from the 2002-2004 season. The overall frequency of detection of organic compounds in the Landfills' monitoring array continues to be fairly low. In all, the data for organic compounds continues to indicate only subtle groundwater impact from the Landfill, and no indication of a significant change in groundwater quality over time. Likewise the inorganic data indicate that water quality is largely constant over time in the monitoring well array. ' The groundwater analytical results over the last several years are very stable and do not vary from one sampling round to the next. Based on this evidence, there is good reason to change the ' VOC sampling frequency from semi annually to annually. The Town of Barnstable requests that the Department of Environmental Protection (DEP) consider this change in sampling frequency. ' Town staff will contact Mark Dakers of the DEP staff in the near future to discuss the feasibility of this change. Post Closure Monitoring Report ort -11- Stearns&Wheler,LLC , 20206.2 I , SECTION 4—GAS MONITORING ' 4.1 BACKGROUND ' Results of the quarterly sampling for Landfill gas from the Fall 2004 through Spring 2006 are summarized in this section. In that time, seven gas sampling events have taken place at the ' following times: Aug 04,Nov 04, Feb 05, June 05,Nov 05,Mar 06, and May 06. The number of monitoring probes exceeding 25 percent LEL has decreased from eight probes in 2000 to three probes in 2001, down to one probe in 2002 and in this reporting period, there were ' minimal reports of elevated methane or LEL in any of the wells. 4.2 SAMPLING METHODOLOGY ' One hundred gas-monitoring probes were installed between August and September of 1998. ' These were in addition to the 22 pre-existing gas-monitoring probes and three permanent gas- monitoring wells, for a total of 122 probes and three permanent wells. These monitoring points ' are illustrated on Figures 1-1. Many of these new monitoring points were installed to replace monitoring points damaged during the landfill capping construction. I The majority of monitoring probes (Nos. 1-94)were located at the edge of refuse and/or adjacent ' to the Landfill property line, approximately 100 feet on center and are sampled quarterly. In addition to these monitoring probes, probe Nos. 95 to 119 were installed to monitor gas ' migration off-site if high methane and LEL readings were found at the Landfill property line. These were monitored weekly from September 1998 to June 1999, and this data was reported to ' DEP on a monthly basis. Since the installation of the line of 33 passive gas vents along the edge of the Landfill, sampling of probe Nos. 95-119 is only performed if the quarterly sampling ' results detect greater than 25 percent LEL at the property line. ' Three replacement gas probes were installed in the spring of 2001 (75R, 77R, and 81R) along the northeast border of the landfill to replace wells 75, 76, 77, and 81 which were destroyed. There Post Closure Monitoring Report -12- Stearns&Wheler,LLC 20206.2 ' were also two replacement wells installed in the spring of 2002 (55R and 57R) in the northwest corner of the landfill,replacing wells 55-57 that were missing or destroyed. In October 2005, 20 to 25 gas probes were replaced by Stearns & Wheler personnel. These ' probes needed to be replaced due to overgrowth of brush or damage done to the probes. The first sampling performed after replacement of the gas probes was the November 2005 event. Each monitoring probe was constructed from a 2.5 to 3-foot length of schedule 40 PVC. A hand ' auger was used to bore into the soil approximately 2 to 2.5 feet. The PVC pipe was then installed in the boring and backfilled to eliminate any gaps between the pipe and the surrounding soil. The PVC pipe was then covered with duct-tape or a rubber plug to create a seal to contain the ' gas and was left undisturbed for a minimum of one-hour. This allowed the air space inside the pipe to equalize with soil gas in the surrounding pore space. After approximately one hour, a hole was opened in the tape or plug and an air sample was drawn through the gas monitor to ' analyze for explosive gas, oxygen,hydrogen sulfide, and volatile organic compounds (VOCs). ' Sampling i r 1 d oils ar Samp g s preferably performed during days when the barometric pressure is ow, an s e ' saturated, creating conditions where gas migration potential is the greatest. Hourly weather data and field observations were collected to verify these conditions (See Appendix Q. Sampling equipment used for this work included a GT Land Surveyor to analyze for percent p gY Yz ' LEL and percent methane by volume, percent oxygen, and parts per million (ppm) hydrogen sulfide. A MiniRAE Plus professional photo-ionization detector (PID) was used to measure VOCs. ' Gas sampling was also performed in site structures, including conduits, floor drains or other potential gas pathways through floor slabs. A general survey of gas concentrations at low ' elevations,high elevations, confined spaces and in the breathing zone was performed. ' Post Closure MonitoringReport -p -13 Stearns&Wheler,LLC 20206.2 ' Detection of explosive gas readings above 25 percent LEL, within a gas monitoring probe warrants DEP notification within 24 hours of the findings. Any reading of ten percent LEL inside ' any structure requires DEP notification within two hours. ' 4.3 GAS SAMPLING RESULTS ' Quarterly gas monitoring results for August 2004 through May 2006 are summarized on Tables 4-1 through 4-8. In the Fall 2004 event, elevated LEL was detected at sampling points 56 and ' 58. LEL was recorded in both cases as being above 100%; however, no methane was recorded as being present. Oxygen levels were 5% and 11% at those two points, respectively. Elevated ' LEL (35%)was also detected at permanent explosive gas well EGW-2. ' In the Summer 2005 event, LEL exceedances were detected at sampling point 56 (100%) and at EGW-2. No methane was detected at 56 and only 0.2%methane was detected at EGW-2. In the August 2005 event, no elevated levels of methane or LEL were detected at any sampling ' location. ' In the November 2005 event, minimal levels of LEL were recorded at wells 50, 51, 56 and EGW-2; however, those results were only 1, 1, 4, and 4%respectively. In the Spring 2006 event there was only one occurrence of LEL detection, and that was at new ' sampling point 57. The result was only 1%. No LEL detection occurred during the May 2006 event. Elevated levels of VOCs were detected in a number of wells in the first half of the reporting period. In the July 04 event, elevated levels (37.8 to 661.5 ppm) VOCs were detected in wells ' 71, 72A, 72B and 73. Lower levels (<1.0 to 28)were detected in a number of other wells. ' Post Closure Monitoring Report ort -14- Steams&Wheler,LLC 20206.2 In the June 2005 event, elevated levels of VOCs were detected in wells 71 (109 ppm) 73 (76.9 ppm 81R(1,272 ppm), 84 (520 ppm) and EGW-3 (>1999 ppm). In the August 2005 event, there were elevated results, but not the extremes seen previously. ' Elevated levels (46 to 143 ppm)were seen in the 70 series wells. ' In the November 05 and March 06 sampling events, only trace (< or =1 ppm) levels of VOCs were detected at any of the sampling points. The May 06 sampling event also reported fairly low ' VOC levels, ranging from undetectable to 4.0 ppm. ' 4.4 CONCLUSIONS In August of 1998, explosive gas was detected above 25 percent LEL at the property line and on ' adjacent properties, which prompted the installation of a line of passive gas vents along the northern border of the Landfill. The gas vents appear to continue mitigation of the high ' explosive gas levels at the site perimeter. Only three different probes /wells exceeded 25 percent LEL from the summer of 2004 to the Spring of 2006. The last exceedance occurred nearly a year ago, in June 2005. ' Post Closure MonitoringReport 1r-15- Stearns&Wh LL p e ee , C 20206.2 1 1 1 ' Report Tables ' TABLE 3-1 SUMMARY OF EXISTING MONITORING WELLS AND GROUNDWATER ELEVATIONS BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable,Massachusetts Groundwater Elevations Total Depth Screened PVC Riser Measuring Well ID Date Installed Drilled Interval(') Stick-up() Point Elev.(') Comments Fall-04 S rin -05 Fall-05 S rin -06 ' 131-A 5/19'1981 24.5 19.5-24.5 1.8 59.7 - = 31.0 - B1-B 5/19,'1981 34.7 29.7-34.7 2.2 60 30.1 30.7 31.48 131-C 5/19/1981 44.8 39.8-44.8 1.9 59.7 33.3 - 33.7 34.64 ' B1-D 5/18/1981 66 61-66 2.3 60.4 26.5 30.6 31.23 132-A 5/19/1981 25.4 20.4-25.4 1.6 59.4 Dry since 6/96 B2-13 5/21/1981 38.2 33.2-38.2 1.7 59.6 27.8 - 59.6 DRY ' 132-C 5/21/1981 47.8 42.8-47.8 1.9 59.8 28.8 - 29.7 1 31.42 132-D 5/19/1981 58.8 53.8-58.8 1.6 60.5 28.9 29.7 30.45 134-A 10/3/1991 40 35-40 . 2 62.4 29.2 30.2 31.01 134-B 10/3/1991 50 45-50 2 62.5 29.6 - 30.5 31.36 134-C 10/3i 1991 60 55-60 2 62.7 30.1 - 62.7 31.92 135-A 8/20i 1997 57.1 47-57 2 60.5 30.9 30.6 31.6 32.17 Cl-A 9/24il981 25.7 20.7-25.7 0.8 41.4 26.8 27.9 27.1 25.56 Cl-B 9/24il981 35.5 30.5-35.5 0.8 41.7 26.8 27.9 27.1 27.5 ' Cl-C 9/25i1981 45.2 40.2-45.2 1 41.9 26.7 27.6 27.1 27.51 Cl-D 9/25i1981 60.5 55.5-60.5 1.2 41.9 24.9 26.4 25.8 26.08 C2-A 9/23/1981 25.5 20.5-25.5 0.4 35.8 21.0 23.7 21.6 22.18 ' C2-13 9/23/1981 35.7 30.7-35.7 0.5 35.7 21.0 23.7 21.6 22.21 . C2-C 9/23il981 50.7. 45.7-50.7 0.6 36.1 20.9 23.7 21.6 22.18 C2-D 9/23/1981 66.3 61.3-66.3 1 36 21.0 23.7 21.6 22.2 . DI-A 10/16/1114 15 15-Oct 0 38.4 Dry since 6/96 - - - - ' D1-13 10/16/1984 25 20-25 0 38.2 DRY DRY DRY DRY DI-C 10/16/1984 35 30-35 0 38.6 19.71 19.7 21.3 20.93 D3 10/17/1984 58.5 53.5-58.5 0.3 46 45.96 DRY 46.0 DRY ' D4-A 4/21/1989 49 39-49 54.1 10.71 20.1 10.2 11.89 D4-B 4/19/1989 60 47-57 53.8 10.82 6.9 10.2 11.85 D5-A 8/21/1997 45.7 35-45 2 38.4 7.60 9.4 7.8 7.23 D6-A 7/21/1998 42 32-42 54.5 13.18 DRY DRY DRY D6-13 7/22/1998 73 63-73 54.2 11.41 11.0 11.7 12.2 D7-13 2/23/2000 100 90-100 55.5 7.58 5.7 7.7 8.53 Notes: ' 1. Feet below ground surface 2.Feet above ground surface 3.Feet in elevation relative to National Geodetic Vertical Datum 4. (-)no groundwater reading taken t 5. DRY=groundwater level was below the bottom of the well Source information on wells installed prior to 1993: Graghty&Miller, 1993 JA20206 Barnst LF Monitoring\Reports\Biennial 2006\Table 3-1.xls\wells 20206 TABLE 3-2 FIELD PARAMETERS BARNSTABLE MUNICIPAL LANDFILL I Town of Barnstable,Massachusetts t . - b d i •t In Ili r r rt F Z. 5, SOS 5 ;,•,Q, 5. Bl-A 9/l/04 Note 1 9/22/05 1/7/06 11:45 Note 1 15:00 12:50 Mud Note 1 28.75 Mud 36.55 1.25 Full of Mud and Slime N/A N/A 4 _N/A N/A BI-B"' 9/l/04 Note 1 9/22/05 1/7/06 11:08 Note 1 15:00 12:50 30.08 Note 1 29.29 28.48 43.49 1.25 2 Note 1 3 3 15.5 Note 1 12.9 10.8 6.1 Note 1 6.6 .6.3 0 Note 1 759 362 2.83 Note 1 2.24 Bl-C 9/l/04 Note 1 9/22/05 1/7/06 10:15 Note 1 15:00 12:50 33.26 Note I 26.00 25.10 54.43 1.25 5 Note 1 5 5 13.7 Note 1 13.5 10.9 6.2 Note 1 6.6 '6.5 240 Note 1 394 294 1.13 Note 1 4.66 B1-D 9/l/04 Note 1 9/22/05 1/7/06 10:30 Note I 15:00 12:50 26.47 Note 1 29.82 29.14 75.01 1.25 7 Note 1 8 8 17.7 Note 1 12.8 9.2 6.7 Note 1 6.4 ,6.6 140 Note 1 118 122 6.74 Note 1 4.07 B2-A 8/26/04 Note 1 9/21/05 1/7/06 14:00 Note 1 16:30 11:00 Block Note 1 DRY DRY 1.25 Block Note 1 DRY DRY Blocked Note 1 DRY DRY Block Note 1 DRY DRY Blocked Note 1 DRY DRY Blocked Note 1 DRY ' B2-B 8/26/04 Note 1 9/21/05 1/7/06 14:00 Note 1 16:30 11:00 27.84 Note I DRY DRY 48.50 1.25 2 Note 1 DRY DRY 16.4 Note 1 DRY DRY 6.8 Note I DRY DRY 900 Note 1 DRY DRY 1.66 Note 1 DRY B2-C 8/26/04 Note 1 9/21/05 1/7/06 14:00 Note 1 16:30 I1:00 28.83 Note I 30.08 28.36 58.50 1.25 5 Note 1 5 5 16.7 Note 1 16.6 12.2 6.3 Note 1 6.5 ;6.4 650 Note 1 380 753 4.17 Note 1 2.26 B2-D 8/26/04 Note 1 9/21/05 1/7/06 14:00 Note I 16:30 11:00 28.85 Note I 30.80 30.09 66.85 1.25 6 Note 1 6 7 17.4 Note 1 16.5 12.0 6.4 Note 1 6.6 6.5 260 Note 1 612 146 4.20 Note 1 8.74 B4-A 8/4/04 Note 1 9/21/05 1/7/06 13:25 Note 1 15:00 9:28 29.20 Note 1 32.22 31.38 41.78 2.0 4 Note 1 5 5 11.7 Note 1 10.8 10.9 6.9 Note 1 6.6 6.1 355 Note 1 425 446 0.55 Note I 0.70 B4-B 8/4/04 Note 1 9/21/05 1/7/06 13:25 Note 1 15:00 9:28 29.55 Note 1 31.93 31:10 51.32 2.0 9 Note 1 9 9 11.7 Note 1 11.3 10.4 7.1 Note 1 7.0 -6.6 475 Note 1 496 445 0.31 Note 1 0.68 B4-C 8/4/04 Note 1 9/21/05 1/7/06 13:25 Note 1 15:00 9:28 30.12 Note 1 N/A 30.73 61.38 2.0 14 Note 1 N/A 15 12.2 Note I N/A 10.4 6.7 Note 1 N/A ,6.4 1500 Note 1 N/A 829 0.30 Note 1 N/A B5-A 8/4/04 1111105 9/29/05 1/13/06 13:25 13:20 15:15 11:40 30.92 29.95 28.98 28.38 57.10 2.0 13 13 14 14 14.3 11.0 11.5 11.2 6.7 6.7 6.5 '6.5 1100 1265 808 819 0.95 0.35 0.41 Cl-A 9/2/04 4/22/05 10/20/05 1/16/06 11:50 12:30 15:30 11:30 26.77 13.50 14.30 15.86 25.25 1.25 2 5 2 2 12.5 10.4 12.9 9.7 6.0 5.8 6.1 5.9 225 290 349 189 1.68 3.59 4.33 CI-B 9/2/04 4/22/05 10/20/05 1/16/06 11:50 12:45 15:30 11:30 26.75 13.84 14.66 14.23 35.34 1.25 4 10 4 4 12.3 10.4 12.2 10.2 6.0 6.0 6.3 "6.1 650 700 480 466 1.47 2.28 3.34 Cl-C 9/2/04 4/22/05 10/20/05 1/16/06 11:50 13:00 15:30 11:30 26.65 14.27 14.76 14.34 44.78 1.25 5 15 5 5 13.3 10.4 12.3 10.3 6.2 6.2 6.4 ,:6.1 700 310 244 443 3.17 4.34 4.11 Cl-D 9/2/04 4/22/05 10/20/05 1/16/06 11:50 13:15 15:30 11:30 24.86 15.54 16.10 15.82 55.41 1.25 7 20 7 7 14.1 10.4 12.1 10.3 6.8 6.9 7.0 •,6.7 190 180 177 186 2.88 4.59 6.04 C2-A 9/l/04 6/7/05 10/19/05 1/16/06 14:15 12:30 15:00 12:35 20.95 12.08 14.16 13.60 25.26 1.25 2 2 2 2 n/a 16.5 12.9 9.4 4.6 4.4 4.6 ,4.8 305 262 185 120 n/a 7.30 6.92 ' C2-B 9/l/04 6/7/05 10/19/05 1/16/06 14:15 12:45 15:00 12:35 20.95 11.95 14.05 13.48 35.22 1.25 4 4 4 4 n/a 16.8 12.4 9.7 6.6 6.9 7.0 4>6.6 1010 725 630 430 n/a 1.50 4.30 C2-C 9/l/04 6/7/05 10/19/05 1/16/06 14:15 13:00 15:00 12:35 20.94 12.37 14.45 13.89 50.25 1.25 6 7 6 7 n/a 14.1 13.8 9.9 6.5 6.3 7.1 -;6.5 1070 1736 775 1726 n/a 3.00 6.41 C2-D 9/I/04 6/7/05 10/19/05 1/16/06 14:15 13:15 15:00 12:35 20.98 12.29 14.37 13.81 65.66 1.25 .9 10 9 9 n/a 15.7 12.5 10.0 6.4 6.1 6.6 i6.2 700 317 557 549 n/a 2.20 4.86 DI-A 9/8/04 1111105 10/17/05 1/13/06 12:18 10:50 15:15 10:15 0.00 DRY DRY DRY n/a 1.25 DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY ' DI-B 9/8/04 1/11/05 10/17/05 1/13/06 12:18 10:50 15:15 10:15 0.00 DRY DRY DRY 22.55 1.25 DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DI-C 9/8/04 1/11/05 10/17/05 1/13/06 12:18 10:50 15:15 10:15 19.71 18.96 17.28 17.68 27.70 1.25 2 2 2 2 12.3 10.4 11.5 10.7 6.2 6.8 5.2 15.9 255 330 50 91 2.56 3.14 4.89 D3 9/8/04 1111105 10/17/05 1/16/06 12:45 11:20 15:00 DRY 45.96 DRY DRY N/A 38.00 1.25 DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY ;'DRY DRY DRY DRY DRY DRY DRY DRY ' D4-A 9/2/04 4/12/05 10/6/05 1/16/06 14:11 13:53 15:00 10:15 10.71 34.00 43.90 42.22 50.20 2.0 3 2 3 4 13.1 10.9 12.6 9.1 6.1 6.7 5.6 ,16.8 105 160 169 182 9.03 9.98 N/A D4-B 9/2/04 4/12/05 10/6/05 1/16/06 14:11 14:00 15:15 10:15 10.82 46.90 43.55 41.90 60.20 2.0 8 10 8 9 13.0 10.7 12.6 10.0 5.6 6.6 5.4 {5.7 135 " 125 250 226 8.78 10.10 N/A D5-A 8/9/04 4/12/05 10/17/05 1/13/06 15:05 12:55 15:45 9:30 7.60 29.00 30.67 31.20 45.76 2.0 7 17 7 7 13.4 10.8 11.4 11.0 6.5 6.8 6.2 �'5.7 365 410 392 361 1.93 2.35 2.42 i ' D6-A 8/4/04 1/11/05 9/29/05 1/13/06 14:45 14:35 15:45 11:10 13.18 DRY DRY DRY 41.38 2.0 DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY D6-B 8/4/04 1111105 9/29/05 1/13/06 14:45 14:35 15:45 11:10 11.41 43.20 42.50 42.03 73.22 2.0 11 14 15 15 13.3 11.3 13.4 11.3 6.5 5.0 5.2 ,�4.9 153 870 188 870 8.44 9.31 9.14 D7-B 8/9/04 1111105 10/6/05 1/13/06 13:45 12:57 16:15 11:10 7.58 48.50 46.55 45.70 101.00 2.0 27 25 26 14.1 10.8 12.1 11.3 6.4 6.6 6.5 6.3 135 154 154 154 2.99 0.59 3.96 PUMPS 1&2 8/12/04 1/12/05 10/4/05 1/11/06 9:15 9:45 9:00 10:05 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 11.1 10.5 10.3 10.2 5.5 6.2 5.5 )5.3 105 87 102 103 7.99 8.13 9.30 PUMPS 3&4 8/12/04 1/12/05 10/4/05 1/11/06 9:34 10:00 9:15 10:15 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8.9 10.8 11.4 11.0 5.8 5.8 5.5 j 5.2 130 128 129 137 6.87 7.90 10.06 PUMP 10 8/12/04 1/12/05 10/4/05 1/11/06 9:50 10:15 9:30 10:30 n/a n/a n/a n/a Wit n/a n/a n/a n/a n/a 11.7 10.8 10.9 11.0 5.7 .5.8 5.5 1,5.3 145 155 139 165 6.45 7.06 9.12 Note 1:Not sampled due to extreme weather conditions and inaccessibility of sampling point during the sampling period. - 1 i Steams i£Wheler,LLC ' J:\20206 Bamst LF Monitoring\Reports\Biennial 2006\Table 3-2.xlsSummary 1, Job#20206 fit' TABLE 3-3 ' INORGANIC PARAMETERS BARNSTABLE MUNICIPAL LANDFILL Town of Barnstable, Massachusetts 0,110,11, ,. , . - ,.�. •"+ :. A4s ';: i .,�' Q ,v R n - , ry - Ao .�t V v. n .. a i , "DED o .�� ,.�....xa, ,.t.. - B1-B 0.09 NS 0.066 0.035 0.05 NS 0.05 0.03 <0.001 NS 1.7 NS 1.8 2.3 62 NS 49 45 217 NS 210 181 26 NS 15 15 60 NS 180 60 456 NS 496 260 Bl-C ND NS ND ND 0.02 NS 0.04 0.09 <0.001 NS 3 NS 1.7 1.1 3.3 NS 14 25 59 NS 176 255 35 NS -7 21 16 NS 16 12 140 NS 244 312 ' B 1-D ND NS ND ND ND NS 0.01 0.02 <0.001 NS ND ND 0.13 NS 0.37 0.56 1.6 NS 4.3 4.2 32 NS 24 36 9 NS_ 9 18 13 NS 18 12 82 NS 88 110 B2-A DRY NS DRY DRY DRY NS DRY DRY DRY NS DRY DRY NS DRY DRY DRY NS DRY DRY DRY NS DRY DRY NS DRY DRY DRY NS DRY DRY DRY NS DRY DRY B2-B 0.108 NS DRY DRY 0.06 NS DRY DRY <0.001 NS DRY 0.45 NS DRY DRY 28 NS DRY DRY 351 NS DRY DRY 147 NS DRY DRY 46 NS DRY DRY 580 NS DRY DRY B2-C 0.006 NS ND ND 0.05 NS 0.04 0.04 <0.001 NS ND ND 1.9 NS 0.51 1.5 38 NS 5.1 36 230 NS 140 218 150 NS 109 129 1 NS 13 3_ 500 NS 386 406 ' B2-D ND NS ND ND 0.02 NS 0.03 0.02 <0.001 NS ND 0.019 0.19 NS 1.2 0.16 4.1 NS 26 4.3 145 NS 133 67 5 NS 18 11 37 NS 45 7 210 NS 324 124 B4-A 0.006 NS ND ND 0.02 NS 0.02 0.03 <0.001 NS ND ND 0.46 NS 0.26 0.18 6.8 NS 4 2.1 145 NS 145 202 6 NS 14 22 70 NS 82 46 290 NS 314 308 B4-B 0.017 NS 0.017 0.005 0.03 NS 0.03 0.03 <0.001 NS ND ND 1.7 NS 1.4 1.3 7.8 NS 8.4 6.8 178 NS 127 148 9 NS '18 20 80 NS 90 94 356 NS 346 326 B4-C ND NS NS 0.01 0.08 NS NS 0.06 <0.001 NS NS ND 8.8 NS NS 7 1.5 NS NS 4.5 307 NS NS 275 200 NS NS 170 270 NS NS 180 892 NS NS 734 B5-A ND ND ND ND 0.04 0.05 0.040 0.040 <0.001 ND ND ND 19 16 13 12 0.08 ND ND 0.18 268 277 192 229 94 101 79 78 240 200 200 130 734 774 232 164 ' CI-A ND ND ND ND 0.04 0.04 0.09 <0.001 ND ND ND 2.5 3 2.7 3.6 0.41 0.02 0.21 0.17 56 44 36 41 23 24 80 62 30 60 49 42 172 228 252 206 C 1-B ND ND ND ND 0.17 0.1 0.09 <0.001 ND ND ND 9.8 10 7.7 6.7 0.72 0.28 0.34 0.87 291 142 95 92 151 26 67 51 0 200 190 150 656 502 204 298 C 1-C ND ND ND ND 0.06 0.06 0.06 <0.001 ND ND ND 0.49 0.44 1.6 1 21 21 1.4 11 249 64 125 163 84 64 60 68 13 20 33 23 508 492 157 334 I ' C 1-D 0.013 0.013 ND ND 0.06 0.05 ND <0.001 ND ND 0.93 0.95 0.79 0.76 31 29 7.3 6.3 54 56 58 57 26 8 45 30 0 4 15 11 118 140 70 126 C2-A ND ND ND ND 0.22 0.19 0.09 <0.001 ND ND ND 0.48 0.47 0.23 0.22 0.64 0.67 0.52 0.27 <1 < 1 2 <1 63 69 49 36 7 11 15 12 182 154 118 80 ' C2-B 0.046 0.034 0.024 0.027 0.14 0.08 0.08 <0.001 ND ND ND 1.2 0.63 0.61 0.6 90 45 44 41 291 304 230 171 151 81 77 59 0 14 23 10 656 462 346 312 C2-C ND ND ND ND 0.11 0.1 0.12 <0.001 ND ND ND 3.8 4 2.5 5 47 34 8.5 32 505 668 500 232 318 318 365 163 45 52 1 8 1086 1084 830 1002 C2-D ND ND ND ND 0.03 0.03 0.04 <0.001 ND ND ND 0.17 0.15 0.17 0.18 9.7 9 7.8 9.3 200 230 203 96 93 93 97 92 0 10 12 11 398 350 378 364 D5-A 0.015 0.165 0.015 0.27 0.25 0.78 1.1 0.011 0.222 0.025 0.376 0.7 4.1 1.3 4.5 22 340 41 440 99 115 83 120 72 75 62 61 15 21 23 23 272 274 260 616 D6-A DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY ND DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY D6-B ND ND ND ND 1 0.02 0.61 0.07 0.79 <0.001 ND ND ND 0.03 0.3 0.22 0.31 0.08 0.18 0.69 0.55 12 >10 1 <1 30 1 269 46 .327 3 0 18 9 82 456 488 566 D7-B ND ND ND ND I ND ND ND ND <0.001 ND ND ND 0.26 0.41 0.38 0.37 2.3 7.6 7.4 7.4 15.0 20.0 16.0 8 10 15 24 27 29 32 35 33 118 126 128 100 PUMP 1+2 ND ND ND ND 0.01 0.01 0.02 0.02 <0.001 ND ND ND 0.01 0.01 0.02 0.02 ND ND ND ND <10 13 <10 1.4 12 12 --26 28 7 5 9 122 1 76 66 80 8 PUMP 3+4 ND ND ND ND 0.02 0.04 0.04 0.05 <0.001 ND ND ND 0.02 1 0.03 0.03 1 0.05 1 ND ND ND ND 15 12 <10 <1 17 19 1 •32 1 36 6 0 6 7 100 92 100 100 PUMP 10 ND ND ND ND 0.02 0.02 0.02 0.03 <0.002 rrD ND ND 0.02 1 0.13 0.08 0.05 0.12 0.37 0.17 1 11 13 <10 1.1 24 32 36 47 8 6 7 12 96 102 106 <10 Notes: 1. Standards refer to the Massachusetts Maximum Contaminant Levels identified in"Massachusetts Drinking Water Standards and Guidelines for Chemicals in Massachusetts Drinking Waters" Spring 2001. 2. Standards refer to the Secondary Maximum Contaminant Levels identified in"Massachusetts Drinking Water Standards and Guidelines for ' Chemicals in Massachusetts Drinking Waters" Spring 2001. 3. ND=Not Detected 4. NS=Not Sampled due to extreme weather and inaccessibility of sampling point. _ Stearns&Wheler,LLC J:\20206 Bamst LF Monitoring\Reports\Biennial 2006\Table 3-3.xlsInorganic S&W Job#20206 4W m^'- wn,�mNN ^'amW'�' pa^'� -PAW N�'�m3:•S fi'm �g o" mN w bra 3 $4�f$' 4'i? ffi m^'ip 4 �'' Po a $^ oOmSs° v 4�5 � y 3alvil -1 o-+hgaY' apl O�� o()N pO vav n o �aa s s24-•� v' mmv.mTv.Taa .maam4 a5m v� Woe a @R�Bg c mX� SsY os=�4m °Q�m3 X P�a3- os_3;Ezo�o°n�mo�oaci�os°gv s N m o= a o o a a o o s WHOM a a o yf8 50 o_c ivmOQ gmo US E.", MI mo da o�o3aamm3mv°aooaavms3a^m—m �_ H a om „haaa va ma s a o vm o �m 'm m m m�3 m m g a m a m m m m m a o m a m m m a m'N�'Nm lay 'm° m �m o m m d m g m 2 u m 'm'm m m m m a m ma m m iP 5 'mommm'm 'm m'm 'm vm °m c O m a tt t"o 7 t�? n t ti ✓k ire T4.»y ka £ue t r$v"t Amp k)>���� lr�rn4�.txa'��+ir.tog��"�- s'J s� ,i 'r�� ���� 4.� e Z his s "d ° `'"+j' r,'ts d^4$ t� a� } r , h r .,,Yr{fF+„yji°x4y."U tlih 'qe�',�F�'s5h !- *\ r �:` i 't tti,r' A� S� Sj m ' P` 0. v Yr+ o M J�; e Sr '" "ism �:! 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Cam' e„9 �n s s?'fit Cd l.R .n atrl r ytl t 'fin's',te^' ';f i h, fill M}f a k^X it s�i't,tr">tr`.�zt a8 S si S �.l Ill ,9, ��{s+�,y Ill �,i�l�-r"ue*� �>n m 8 ep-04 . b un-OS N a an-06 ° 4'�` �`v +rr�j ,t' '°r x 4 �� --hFh'i 7�"4k'� y'�j,"� '� . .•vt �' _ - w 9 04, rrpp pp po pp yy po - A A �P A�A�JA�A ,PfA+P tA'A..P FgyP'f�Akyy A P F`A ASiP fSAtlA� P.9}A Vr" /A�A�A,A A P A�A+�A Ary A'9 �,y A�� �A P A„P� D S'A• P'�y'<7I:A <�« �[4+'K'<3•S= C4•C4C5(•f{^ �< <[f -t"�« [<C�S1+r^C rC� K, <C�S'aS 'c+�. ><.5'µ„�[,P< ({ �9 DSO�' . �r . �k h.y- iz�� v"' 84` `x �`-fA #�� ¢i�j F 4�Y' 1?�,�,y .✓3�� ( r�t��' � - ,r. y '`, d''' ,,y, : 'f k�"st�Vt-� r,fi.%t art; ,� t`' i4''�`SX44j?`? i�•, :�.�rl. ..�,:as)'.-swP an„DBSa" Sep 04 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v v v o 0 0 0 o a o 0 0 0 0 0 0 o v v o 0 o v pp o v v v o v v o v v v o 0 0 0 o v o v v o v v v o o un-06 p I D A A A A A A A A A A P A D D A A A A D D A P D D D A D D A D D A A D D A D A A A D D A D A D A D A D A D A D A A A A D D A A A A D an-O6 ;! s �,+ y i..'t s;a�yt.kir*`''<<`uk.,�{ "'Y'zr1�3`V 'Yy„},y s,.+q'r4:p x• d^ta� }i r.''�HR Iw�;'ta' a t ',, d ..da^a{, R� .Sr 'oJlrfc r t �-}n µ -. r fi+ to s.� wrY p: 87 ;s6it-+roE "� xv ,}� INN i k 1,a ,�ya'S Wr ?3' S tk M r : ' 39,��° a q sa r t A.zia.q "Y Y'. c1yO, »"rY ;' ''R'c�»}t`t• ft r i "t�4 1 �1�(a�' 64e' '4- .r„x,•�µ so'ar - s`{! 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How' e4-06 > � N7 was � sy". l� �n t<'�5M If w� r t a t�f" �n ''r,S 4 a fi 4� R4,x�t3 i}+y5�'Y• +`�3�a' �� ?�-ix#�1 a�t'�ll 'f.'�AL���? �a� a�?0�i r y, vi ,r"�1,7 1 1 0 .r 3 .���,�., t :� _ s., Sep-04 0 0 o v o o v o 0 o v o 0 o v o o v v o v v o v o o v o v v v o o v v o o v v o o v v v o o v v o o v v o v v v v o o v v o 0 o v v un-06 pm Ocl-06 D how t i a i ''31- xs1, x- 'Y B?t r NOR BudMOEINN R ot y,'S'+�r 41 •�!r n N NOR 7,, p i� >:Jv'^ �ru J ,, yy L,,dp ,� � ti r ->• taa tS�4 i- �"�'. a ` s 2 _.ub x .Pt 0 e+c p xlie fixw gd ae t m a , ,s.:J•�d ` ''' :'�n. '}J',rag >.b ;,�it ra3. ,ee at'-:"3 .x..' + tYr e 0, sv+t . Sep-04 . ow p V W 4 moo ��a MOE 111001 4a Ev '3°'r e , y- "Mill fM .b !,2,.•,Sa,.._,.ti__...3 u..:f �., `.'ti,s� ac.. _,dnPS' t� ._ . . . Sep_04 uow y >kWEN eSI'ss§� d w�i n- i t�l n{ 1 ro (r R. `E a•. .z 'a rv+, rs4 i�' - 9� �� '�}+ p�u. t Sk'{y"$i�F 4. t NN, , } kf€b 3 y �g>s 1 � ' ,'xsyr ; �£'wk'�F. I 'x'J& F { �t> Fya�..hc. ar s st 1 x a - - .?'{_^'.� s'1�i�{�'r?rV,r fikrP� ty 3y* fslt � N :.a`v.{�a.YtN7. "1'r,,,v�'gk�by 4d'`e� 'ID' �',� }td''h'," 'i�.l"t 1��i''�•�y`'. ,'+t is��'r�4�r��5 �a�r�i, 3A„6�° J DATE: - 812704.1019/04 TABLE 4 1 QUARTERLY GAS SAMPLING ' BARNSTABLE MUNICIPAL LANDFILL SAMPLING %CH %LEL %O m POINT ° z H zS(PP 1 VOC (PPm) SAMPLING POINT %CHs. %LEL I %02 HZS.(ppm) VOC(ppm) 1 n/d n/d 20.4 n/d >1999/18.7 39 n!d n/d 20.7 n/d 5:8 ' 1A n/d n/d 19.5 n/d 53.9 - 40 nld nld - 20.9 n/d 02 1 B Unable to locate due to heavy overgrowth. 41 n/d n/d -20.8 n/d 0.3 1C n/d I n/d 1 20.9 1 n/d >1999 42 - n/d n/d 20.7 n/d 1.6 ID jUnable to locate due to heavy overgrowth. 43 UTL - ' 2 n/d n/d 20.9 n/d - 72.9 - 44, nld n/d 20.9 n/d 0.3 3 n/d n/d 20.8 - n/d 444.6 45- n/d n/d 20.7 n/d- 0.6 4 OPEN 46 n/d n/d 20.5 n/d 0.4 5 OPEN 47 UTL - - 6 n/d n/d - 20.9 n/d 8.8 48 n/d n/d 20.7 n/d 9.9 i' 7 n/d n/d 20.3 n/d 4.1 49 n/d n/d 20.9 n/d 0.4 8 n/d n/d 19.5 n1d 2.0 P53 UTL - 9 Destroyed I Replace UTL 10 n/d n/d 20.7 n/d 3.6 n/d n/d 17.1 n/d 0.5 11 n/d n/d 20.9 n/d 11.4 n/d nfd 20.3 n/d 0.1 11A n/d n/d 204.6 n/d n/d 20.9 n/d 1.8 11B Unable to locate due to heavy overgrowth. R n/d n/d 17.7 n/d 3.7 12 n/d n/d 20.9 n/d- 7.1 nfd >100 5.0 n/d 1.0 13 nld nld 20.2 n/d 43.8 n/d >100 1.1.1 - n/d - LO 13A OPEN I 59A UTL ' 14 PVC.pulled out of ground intact. Hole destroyed. 59B SMASHED REPLACE - - - 14A n/d n/d 20.9 n/d 33.0 60 n/d n/d 17.6 n/d 0.4 15 PVC pulled out of ground intact. Hole destroyed. 61 -n/d n/d 11.3 n/d 0.3 - 16 PVC pulled out of ground intact. Hole destroyed. 62 n1d n/d 19.1 n/d 0.6 ' 17 - PVC pulled out of ground intact. Hole destroyed. 63 n/d n/d 19.1 n/d 0.5 18 n/d nld 20.7 n/d 2.2 64 n/d n/d 18.6 n/d 0.5 19 OPEN- 65 n/d n/d 20.7 n/d n/d 20 n/d n/d 18.5 n/d 0.5 66 n/d n/d 20.5 n/d 7.4 21 OPEN 67 n/d n/d 20.7 n/d 62 ' 22 n/d n/d 20.9 n/d 0.8 68 - n/d n/d 20.9 n/d 9.5 23 OPEN. Filled with soil. 69 n/d n/d 20.7 n/d 21.0 24 OPEN -70 n/d n/d 20.9 -n/d 6.7 25 n/d n/d 20.9 n/d 0.1. 71 n/d n/d 20.9 n/d 37.8 26 n/d n/d 20.9 n/d 0.1 72A n/d n/d 20.9 n/d 68.2 27 Unable to locate due to heavy overgrowth. 72B n/d n/d 20.9 n/d 661.5 - 28 n/d n/d P20. n/d 0.3 73 n/d n/d 20.9 n/d 71.1 29 n/d n/d n/d 0.1 74 BENT REPLACE 30 n/d n/d n/d 0.1 75R n/d n/d 20.9 n/d 28.2 31 n/d n/d n/d 0.3 77R n/d n/d 20.2 n/d 4.1 ' 32 n/d n/d n/d 0.3 - 78 n/d n/d 20.7 n/d 3.3 33 n/d n/d n/d 0.3 79 UTL 34A OPEN 80 - n/d n/d 19.8 n/d - 2.4 24B OPEN 81R n/d n/d 20.7 n!d 12.0 ' 35 n/d n/d 20.9 n/d- 0.8 84 n/d n/d 19.9 n/d 14.3 36 OPEN 37 n/d n/d 20.7 n/d 0.7 85 n/d n/d 20.3 n/d 4.7 38 HORNETSM ' NOTES: BAROMETRIC PRESSURE,.(ncfieS) " 1, Black=8126/04 Most of the monitoring sites are in Red=9l1/04 need of either replacement or site Time Pressure Blue=10/2104 repair. Safe access to#66-69 ' Begin 12:1612:30 12,02 11:15 129.88 28.88 30.12 30.09 Green=1019/04 should be addressed prior to the End 4:36 13:00 15:45 15:38 129.91 n/a 30.06 n/a n/d=Not detected next round of monitoring 11164, Next Sampling: November,2004 NOTE: EGW2 and 58 had high carbon monoxide levels! ONSITE LANDFILL STRUCTURES'` � 1;- SAMPLING %CH, %LEL %02 6 HZS VOC ' POINT Garage n/a n/d zos n/d nitl + Trailer n/d n/d 20.9 n/d n/d PERMANENT EXPGOSiVE GAS WELLSw Office n/d n/d 20.9 n/d n/d SAMPLING %CH4 %LEL %02 1-12S VOC Basement n/d n/d 20.9 n/d 3.3 POINT ' Shed n/d n/d 20.9 n/d nld EGW-1 n/d 14 20.9 n/d 2.6 Gatehouse n/d n/d 20.9 n/d 0.1 EGW-2 n/d 35 .8 n/d 2.2 Elec.Buildingn/d n/d 20.9 n/d 1.0 EGW-3 n/d n/d 20.2 n/d 8.2 DATE: 10/2 10/9-2004 -TABLE 4-2 QUARTERLY GAS SAMPLING ' BARNS.TABLE MUNICIPAL LANDFILL ADDITIONAL SAMPLING DUE TO HIGH LEL VALUES ' ADDITIONAL SAMPLING POINTS SAMPLING POINT# %CH4 %LEL %02 1-12S(PPm) VOC (PPm) 95 ' 96 n/d n/d 20.4 n/d 1.7 97 n/d n/d 20.9 n/d n/d 98 Not checked 99 Notchecked ' 100 Not checked 101 Inaccesabte 102 n/d n/d 20.9 n/d n/d ' 103 n/d n/d 20.8 n/d 1.3 104 n/d n/d 19 n/d 4 105 n/d n/d 20.4 n/d 5.7 106 n/d n/d 19.4 n/d n/d t 110 n/d n/d 20.6 n/d n/d 111 n/d n/d 20.7 n/d n/d 112 Not checked ' 115 Not checked 116 Not checked Black=8/26/04 ' Red=9/1/04 Blue=10/2/04 Green=10/9/04 n/d=Not detected ' 4-1-2 LANDFILL GAS Oct'04.xls ' DATE: 6/13,14,2005 TABLE 4-3 4-3-4 LANDFILL GAS Jun'05.xls QUARTERLY GAS SAMPLING BARNSTABLE MUNICIPAL LANDFILL ' SAMPLING %CH, %LEL %02 H S SAMPLING POINT : s (PPm) VOC (ppm) %CHa %LEL %OZ HZS (ppm) VOC(ppm) POINT 1 n/d n/d 17.6 n/d 813.8 39 Nd Nd 20.6 n/d 5.1 1A n/d n/d 19.8 n/d 3.6 40 n/d Nd 20.6 n/d 15.4 ' 1 B Nd n/d 20.2 Nd 0.9 41 Nd Nd 21.0 n/d 2.7 1C n/d n/d 20.4 n/d 2.3 42 UTL WEEDS 1D n/d Nd 20.7 n/d 0.6 43 rntd WEEDS 2 n/d n/d 20.5 n/d 0.5 44 WEEDS 3 n/d Nd 20.6 n/d 0.7 45 n/d 21.2 n/d 0.9 4 n/d n/d 16.9 n/d 0.5 46 n/d n/d 21.1 Nd 0.8 5 Nd Nd 20.9 n/d 0.2 47 n/d 20.8 n/d 0.9 6 Nd Nd 20.3 Nd 3.1 48 Nd 20.8 n/d 1.3 ' 7 n/d n/d 17.1 n/d 1.3 49 Nd n/d 20.9 n/d 1.1 8 n/d Nd 19.2 n/d 1.5 50 n/d n/d 20.6 n/d 1.7 9 SMASHED REPLACE 51 n/d n/d 19.5 n/d 0.6 10 Nd n/d 19.8 n/d 1.2 52 n/d Nd 20.6 n/d 1.1 ' 11 n/d Nd 20.6 n/d 0.3 53 n/d n/d 20.6 n/d 1.6 11A n/d Nd 20.8 n/d 2.6 54 Nd 1 18.7 Nd 1.2 11B UTL 55R Nd 1 18.2 n/d 0.8 12 n/d n/d 20.9 0.5 56 on/d >100 5.7 n/d 0.6 13 Nd Nd 20.7 0.6 58 Nd 20.7 Nd 1.6 13A UTL 59A 14 Nd Nd 20.8 Nd 0.4 59B Nd 17.9 n/d 0.4 14A UTL 60 Nd 17.1 n/d 1.4 15 PULLED UP 61 Nd 6.9 n/d 7 ' 16 n/d Nd 20.9 n/d 0.1 62 Nd n/d 0.8 n/d 0.4 17 n/d Nd 20.7 n/d 0.9 63 Nd n/d 18.8 n/d 1.2 18 n/d n/d 20.9 n/d 0.5 64 n/d n/d 18.3 n/d 0.2 19 n/d n/d 16.1 n/d 4.9 65 n/d n/d 21 n/d 0.9 ' 20 n/d n/d 20.9 n/d 0.4 66 21 n/d Nd 20.9 n/d 0.4 1 67 NOT SAMPLED-FENCE BEING CONSTRUCTED,MONITORING SITES 22 Nd n/d 20.8 n/d 0.3 68 UNAVAILBLE 23 n/d n/d 20.8 Nd 2.1 69 ' 24 PULLED UP 70 UTL 25 n/d Nd 12.9 Nd 0.4 71 V20;8 .3 109.1 26 SMASHED REPLACE 72A :4 35.7 27 n/d Nd 20.9 n/d 0.4 728 10 28 Nd Nd 20.7 Nd 0.9 73 .7 76.9 29 Nd Nd 20.7 Nd 0.9 74 .3 1.4 30 n/d n/d 21.0 n/d 0.9 75R 20 1.4 31 n/d n/d 20.9 n/d 0.4 77R 17.7 1.6 ' 32 n/d Nd 20.6 n/d 0.3 78 20 8.0 33 Nd n/d 20.9 n/d 0.6 79 UTL 34A n/d Nd 21.0 n/d 0.4 80 20.4 3.1 34B Nd n/d 18.4 Nd 0.4 81R 20.6 1272.0 ' 35 Nd n/d 20.9 n/d 0.3 84 20.1 520 36 n/d n/d 20.8 n/d 0.1 37 Nd n/d_ 20.7 n/d 42.0 85 38 n/dn/d20.4 n/d 3.7 Monitored on 6114/05 Monitored on 6/13105 `BAROMETRIC PRESSURE(inches);` x T _ 6/14:TICKS and overgrowth were nearly unbearable along with near 90 ' Time Pressure degree temperature. Begin Sampling 6/13,13:00 29.71 End Sampling 6/13,17:00 29.72 n/d=Not detected Begin Sampling 6/14,09:00 29.61 Next Sampling: July,2005 ' End Sampling 6/14.12:00 29.61 Begin Sampling 6/16,11:15 29.67 End Sampling 6n6,12:45 29.67 ' ONSITE•LANDFILL STRUCTURES SAMPLING %CH, %LEL %02 1-12S VOC POINT Garage 20.9' 0.4 PERMANENT EXPLOSIVE GAS WELLS Trailer 20.9 0.3 Office 20.9 n/d SAMPLING %CHa %LEL %02 H2S VOC Basement 20.9 0.1 POINT Shed Nd Nd 20.9 n/d n/d EGW-1 n/d n/d 20.7 n/d 2.0 Gatehouse 20.9 0.5 EGW-2 0.2 >100 0.2 2 0.3 Elec.Building 20.1 0.1 EGW-3 n/d n/d 20.0 n/d >1999 DATE: 6/13, 14, 2005 TABLE 4-4 QUARTERLY GAS SAMPLING ' BARNSTABLE_MUNICIPAL LANDFILL ADDITIONAL SAMPLING DUE TO HIGH LEL VALUES Dater ADDITIONAL SAMPLING POINTS ' 6/14/05 SAMPLI H S NG % CH4 % LEL % 02 2 VOC ' WELL# (ppm) (ppm) 95 n/d n/d 20.4 n/d 1.7 ' 96 n/d n/d 19.7 n/d 1.2 97 n/d n/d 21.1 n/d 1.6 ' 98 n/d n/d 20..6 n/d 1.8 99 n/d n/d 20.9 n/d 1.4 100 n/d n/d 20.8 n/d 0.9 101 102 103 ' 104 105 106 110 111 112 115 116 60 61 II I ' DATE:8122-23,9/9 2005 TABLE 4-5 4-5 LANDFILL GAS Aug-Sept'05.xls QUARTERLY GAS SAMPLING BARNSTABLE MUNICIPAL LANDFILL ' SAMPLING %CH %LEL %O H S SAMPLING POINT ° z z (PPm) VOC (ppm) %CHa %LEL %Oz H2S (ppm) VOC(ppm) POINT 1 Nd n/d 19.1 n/d 205.6 .39 Nd n/d 20.1 n/d 0.6 1A Nd n/d 19.8 n/d 1700.0 40 "UTL OVERGROWN_ ' 1B n/d n/d 20.3 n/d 1.7 41 UTL OVERGROWN 1 C n/d Nd 19.8 n/d 6.5 42 n/d n/d 19.1 n/d 1.9 1 D Nd n/d 20.3 n/d 0.8 43 n/d n/d 20.8 Nd 1.0 2 Nd n/d 20.6 n/d 1.1 44 UTL OVERGROWN_" ' 3 n/d Nd 20.2 n/d 333.0 45 n/d Nd 20.3 Nd 1.3 4 n/d Nd 20.4 n/d 3.8 46 n/d Nd 20.6 Nd 2.9 5 n/d Nd 20.6 n/d 8.4 47 n/d n/d 20.9 n/d 0.1 6 Nd n/d 20.3 n/d 1.7 48 n/d n/d 20.7 n/d 0.7 ' 7 n/d Nd 18.0 Nd 4.9 49 n/d n/d 20.5 n/d 0 9 8 UTL- 50 n/d n/d 20 n/d 0.5 9 UTL a 51 n/d n/d_ 20.1 Ntl 0.6 10 n/d n/d 20.5 n/d 5.4 52 Nd n/d 20.1 n/d 0.4 11 n/d n/d 20.7 n/d 0.6 53 n/d Nd 20.6 Nd 1.0 11A n/d Nd 21.1 n/d 0.2 ;54 REPLACE" 11B UTL a 55R n/d n/d 20 n/d 5.4 12 n/d n/d 20.9 n/d 0.2 56 n/d n/d 19.9 Nd 23 13 UTL ' r; :t` 58 'v, TOO OVERGROWN-UNABLE'TO ACCESS 13A UTL `59A :.{, '_ .TOO OVERGROWN-UNABLE TO ACCESS 14 PULLED UP _ _ 59B n/d Nd 20.6 n/d 0.4 14A n/d Nd 20.8 Nd 0.2 60 n/d Nd 20.6 n/d 0.7 ' 15 n/d n/d 20.8 Nd 0.1 61 Nd n/d 19.9 n/d 125.3 16 UTL_ 62 n/d n/d 20.7 n/d 1.4 17 n/d n/d 20.9 n/d 0.0 63 n/d Nd 20.7 n/d 0.7 18 n/d n/d 19.5 n/d 0.6 64 n/d n/d 20.5 n/d 0.6 19 n/d Nd 20.5 n/d 0.5 65 n/d n/d 20.8 n/d 0.7 ' 20 Nd n/d 17.6 n/d 3.3 66 All of these monitoring sites were inaccessible due to heavy brush,briars, 21 n/d n/d 19.7 n/d 1.7 67 debris,and/or new fencing. The brush has not been cut to the tree line as necessary for safe and accessible monitoring. Discarded metal objects 22 n/d n/d 19.1 n/d 1.1 68 were under the briars making for a dangerous area. Monitoring sites should 23 Nd n/d 19.7 n/d 8.1 69 be relocated and well marked to prevent overgrowth and allow proper and ' 24 PULLED UP 70 safe access. 25 n/d n/d 14.1 n/d 3.5 71 n/d n/d 20.9 n/d 109.6 26 BROKEN'REPLACE 72A n/d n/d 20.9 n/d 65.5 27 n/d n/d 20.6 n/d 0.1 72B Nd n/d 20.9 n/d 6 ' 28 n/d n/d 20.3 n/d 0.1 73 n/d Nd 20.9 Nd 143 29 n/d n/d 20.4 n/d 1.1 74 n/d n/d 20.9 n/d 1.9 30 Nd n/d 14.2 Nd 1.9 75R n/d Nd 20.7 Nd 143.7 31 Nd 1 7.6 n/d 1.5 77R n/d Nd 20.7 n/d 46.8 ' 32 Nd 3 9.7 n/d 1.2 78 Nd Nd 20.7 Nd 46.2 33 Nd n/d 20.5 n/d 0.0 '=79 Nd. Nd UTL Nd 34A Nd n/d 20.4 n/d 0.1 80 n/d n/d 20.6 n/d 83.7 34B n/d n/d 20.4 n/d 0.1 81R Nd n/d 20.6 n/d 139.0 ' 35 Nd n/d 20.0 n/d 0.8 84 n/d n/d 20.6 n/d 111.6 36 n/d Nd 20.5 n/d 0.1 37 n/d n/d 20.4 n/d 1.1 85 Ns Ns Ns Ns Ns 38 n/d n/d 20.8 n/d 0.1 NOTES: BAROMETRIC PRESSURE(inches) Several monitoring sites need to be cleared,repaired or replaced. Noted ' Time Pressurey on form. Begin Sampling 8122105: 1530 29.78 End Sampling 8/22/05: 1730 29.78 n/d=Not detected Ns=Not sampled Begin Sampling 8/23/05: 1405 29.91 Next Sampling: Nov,'05 ' End Sampling 8/23/05: 1630 29.91 Begin Sampling 919/05: 1430 30.62 End Sampling 9/9/05: 1630 30.04 ONSITE'LANOFILL•STRUCTURES ram' CH4 %LEL %02 H2S VOC Garage n/d Nd 20.9 n/d 0.0 _ 1 j pPERMA1�lENT EXP'IOS1VE,GAS WELLS Trailer Nd Nd 21.0 Nd 0.0 r, t Y Office n/d Nd 20.9 n/d 0.0 SAMPLING %CH, %LEL %02 H2S VOC Basement n/d n/d 20.9 n/d 0.0 POINT Shed Nd Nd 20.9 Nd J4.2 EGW-1 n/d n/d n/d 0.7 ' Gatehouse n/d Nd 20.7 n/d EGW-2 n/d n/dEE20.0 n/d 0 Elec.Buildin Nd Nd 20.9 Nd EGW-3 n/d n/dn/d 1.2 ' DATE: November 19,2005 TABLE 4-6 4-6 LANDFILL GAS Nov'05.xis QUARTERLY GAS SAMPLING BARNSTABLE MUNICIPAL LANDFILL ' SAMPLING SAMPLING POINT %CHa %LEL %OZ HZS(ppm) VOC (ppm) POINT %CHa. %LEL %OZ HZS(ppm) VOC(ppm) 1 n/d 19.5 n/d n/d 39 n/d n/d 20.4 Nd 0.3 1A n/d 20.1 n/d n/d 40 n/d n/d 20.1 n/d n1d 1 B n/d 20.5 n/d n/d 41 n/d n/d 19.8 n/d n/d 1c n/d 20.5 n/d n/d 42 n/d Nd utl n/d n/d 1D n/d 20.7 1 n/d n/d 1 43 n/d n/d 19.1 Nd n/d 2 n/d 19.6 n/d n/d 44 n/d n/d 20.6 n/d n/d 3 n/d 19.9 n/d n/d 45 n/d n/d 20.1 Nd n/d ' 4 n/d 19.1 n/d n/d 46 n/d n/d 20.1 n/d n/d 5 n/d 19.2 n/d n/d 47 n/d n/d 20.4 n/d n/d 6 n/d 20.2 n/d n/d 48 n/d n/d 20.5 n/d n/d 7 n/d 20.7 n/d n/d 49 n/d n/d 20.2 n/d n/d 8 n/d 19.7 n/d n/d 50 n/d I 1 18.0 n/d n/d ' 9 n/d 19.6 n/d n/d 51 n/d 1 17.1 n/d Nd 10 n/d 20.0 n/d n/d 52 n/d n/d 18.9 n/d n/d 11 n/d 19.3 n/d n/d 53 n/d n/d 20.7 n/d n/d 11A n/d 20.5 n/d Nd 54 n/d n/d 20.6 n/d n/d 11B Not replaced 55R n/d n/d 19.1 n/d Nd ' 12 n/d n/d 19.9 n/d n/d 56 n/d 4 12.7 n/d n/d 13 n/d n/d 19.3 n/d n/d 57 new n/d n/d 18.4 n/d n/d 13A n/d n/d 20.4 n/d n/d 58 n/d n/d 19.9 n/d n/d 14 n/d n/d 20.3 n/d Nd 59A n/d n/d 19.6 n/d n/d ' 14A n/d n/d 20.0 n/d n/d 59B n/d n/d 20.0 n/d n/d 15 n/d n/d 20.3 n/d n/d 60 n/d n/d 20.3 n/d n/d 16 n/d I n/d 19.6 n/d n/d 61 n/d n/d 202 n/d n/d 17 n/d n/d 20.5 n/d n/d 62 n/d n/d 19.9 n/d n/d 18 n/d n/d 20.4 n/d n/d 63 n/d n/d 19.7 n/d n/d ' 19 n/d n/d 20.2 n/d n/d 64 n/d n/d 19.9 n/d n/d 20 n/d n/d 19.9 n/d n/d 65 n/d n/d 20.5 n/d n/d 21 n/d n/d 20.0 n/d n/d es n/d n/d 20.6 n/d n/d 22 n/d n/d 19.2 n/d n/d 67 n/d n/d 20.5 n/d n/d ' 23 n/d n/d 20.3 n/d n/d 68 n/d n/d 20.5 n/d n/d 24 n/d n/d 20.4 n/d n/d 69 n/d n/d 19.9 n/d n/d 25 n/d n/d 20.4 n/d n/d 70 n/d n/d 20.7 n/d n/d 26 n/d n/d 20.3 n/d n/d 71 n/d n/d 20.6 n/d n/d 27 n/d n/d 20.7 n/d n/d 72A n/d n/d 20.0 1 n/d n/d ' 28 n/d n/d 20.3 n/d n/d 72B n/d n/d 20.8 n/d n/d 29 n/d n/d 20.7 n/d n/d 73 n/d n/d 20.1 nld n/d 30 n/d n/d 19.2 n/d n/d 74 n/d n/d 20.4 n/d n/d 31 n/d n/d 19.2 n/d n/d 75R n/d n/d 19.7 n/d n/d ' 32 n/d n/d 20.4 n/d n/d 77R n/d n/d 19.8 n/d n/d 33 n/d n/d 20.6 n/d n/d 78 n/d n/d 19.9 n/d n/d 34A n/d n/d 19.0 n/d n/d 79 n/d n/d 20.6 n/d n/d 34B n/d n/d 18.4 n/d n/d 80 n/d n/d 20.6 n/d n/d 35 n/d n/d 20.7 n/d n/d 81R n/d n/d2os n/d n/d ' 36 n/d n/d 19.8 n/d n/d 84 n/d n/d 20:0 n/d n/d 37 n/d n/d 20.3 n/d 11.3 38 n/d Nd 17.6 n/d 3.4 85 ' NOTES: BAROMETRIC PRESSURE(Inche rt " x s)i All new monitoring sites were well placed and accessible. Time Pressure ' Begin Sampling 11:15 30.38 End Sampling 15:00 30.35 n/d=Not detected Begin Sampling Next Sampling:Jan,'06 End Sampling ' ONSITE LANDFILL�STRUCTURES #a'y �• SMANG %CH4 %LEL %OZ HZS VOC ' n/d n/d 20.o n/d NdPERMANE{1T�EXP1 OSIVE'GAS WELLS n/d n/d 20.7 Nd n/d _s ,n/d n/d 20.7 n/d n/d SAMPLING n/d n/d 20.6 n/d n/d POINT %CH4 %LEL %OZ HZS VOC n/d n/d 20.5 n/d n/d EGW-1 n/d n/d 19.5 n/d n/d G n/d n/d 20.8 n/d n/d EGW-2 n/d 4 8.3 n/d n/d Eln n/d n/d 20.8 n/d n/d EGW-3 n/d n/d 19.6 n/d n/d DATE:March 11,2006 TABLE 4-7 LANDFILL GAS MONITORING March'06.x1s QUARTERLY GAS SAMPLING BARNSTABLE MUNICIPAL LANDFILL SAMPLING %CH %LEL %O H S m VOC SAMPLING POINT ° z z (PP ) (ppm) %CHa %LEL %Oz H2S (ppm) VOC(ppm) POINT 1 n/d n/d 20.6 n/d n/d 39 Nd n/d 20.4 n/d Nd to Nd n/d 20.8 Nd n/d 40 Nd n/d 20.5 n/d n/d 113 Nd n/d 20.8 Nd Nd 41 n/d n/d utl n/d n/d ' 1c n/d n/d 20.7 n/d n/d 42 n/d n/d 20.4 n/d n/d 1 D n/d Nd 20.6 Nd Nd 43 Nd Nd 20.6 Nd Nd 2 Nd Nd 20.6 Nd Nd 44 Nd Nd. 20.5 Nd Nd 3 Nd Nd 20.7 Nd Nd 45 Nd Nd 20.5 Nd Nd ' 4 Nd Nd 20.7 n/d Nd 46 Nd Nd 20.7 Nd Nd 5 Nd Nd 20.6 Nd Nd 47 Nd Nd 20.7 Nd Nd 6 Nd Nd 20.6 Nd Nd 48 Nd Nd 20.6 Nd Nd 7 Nd Nd 20.7 Nd Nd 49 Nd Nd 20.6 Nd 0.4 ' 8 Nd Nd 20.7 Nd Nd 50 Nd Nd 20.5 Nd Nd 9 Nd Nd 20.5 Nd Nd 51 Nd Nd 20.5 Nd Nd 10 Nd Nd 20.5 Nd Nd 52 Nd Nd 19.6 Nd Nd 11 Nd Nd 20.8 Nd Nd 53 Nd Nd 20.5 Nd Nd ' 11 A Nd Nd 20.8 Nd Nd 54 Nd Nd 20.7 Nd n/d 11B Nd Nd 20.8 Nd Nd 55R Nd Nd 20.1 Nd Nd 12 Nd Nd 20.2 Nd Nd 56 Nd Nd 20.7 Nd Nd 13 Nd Nd 20.2 Nd Nd 57(new) Nd 1 18.9 Nd Nd 13A Nd Nd 20.8 Nd Nd 58 Nd Nd 20.8 Nd Nd 14 Nd Nd 20.7 Nd Nd 59A Nd Nd 20.8 Nd Nd 14A n/d n/d 20.6 n/d n/d 59B Nd n/d 20.8 n/d Nd 15 n/d n/d 20.4 n/d Nd 60 Nd n/d 20.8 n/d n/d 16 Nd n/d 20.3 n/d 1.0 61 Nd n/d 20.8 n/d n/d 17 n/d n/d 20.7 Nd n/d 62 n/d Nd 20.8 n/d n/d 18 n/d n/d 20.4 n/d n/d 63 n/d n/d 20.8 n/d n/d 19 Nd n/d 20.7 n/d n/d 64 Nd n/d 20.9 Nd n/d ' 20 n/d n/d 20.7 n/d n/d 65 n/d n/d 20.8 n/d n/d 21 Nd n/d 20.6 n/d n/d 66 Nd Nd 20.8 n/d n/d 22 n/d n/d 20.5 n/d n/d 67 Nd Nd 20.8 n/d n/d 23 n/d n/d 20.7 n/d n/d 68 n/d n/d 20.6 n/d 0.2 ' 24 Nd n/d 20.7 Nd n/d 69 Nd n/d 20.5 n/d n/d 25 n/d n/d 20.6 n/d n/d 70 n/d n/d 20.8 n/d n/d 26 Nd Nd 20.7 n/d n/d 71 Nd n/d 20.7 -n/d n/d 27 n/d n/d 20.7 n/d n/d 72A n/d Nd 20.5 n/d n/d 28 n/d_ n/d 20.7 n/d n/d 72B Nd Nd 20.9 Nd n/d 29 n/d n/d 20.5 n/d n/d 73 n/d Nd 20.6 n/d 0.2 30 n/d Nd 20.4 Nd n/d 74 Nd n/d 20.7 Nd n/d 31 Nd Nd 18.9 n/d n/d 75R n/d Nd 20.8 n/d 1.0 32 n/d n/d 20.0 n/d n/d 77R Nd n/d 20.9 Nd n/d ' 33 n/d Nd 20.7 n/d Nd 78 Nd n/d. 20.7 n/d n/d 34A Nd Nd 20.4 n/d n/d 79 Nd Nd 20.9 n/d Nd 34B n/d n/d 20.6 n/d Nd 80 -n/d Nd 20.7 Nd n/d 35 Nd n/d 20.7 n/d n/d 81R. n/d Nd 21 n/d Nd ' 36 Nd n/d 20.7 Nd n/d 84 n/d Nd 20.8 n/d n/d 37 n/d n/d 20.6 n/d n/d 38 Nd n/d 20.6 n/d n/d 85 ' NOTES: BAROMETRIC PRESSURE'(nches) Time _ V Pressure ' Begin Sampling 09:55 29.97 End Sampling 14:25 29.97 n/d=Not detected Be In Sampling Next Sampling: June.'06 ' End Sampling ONSITE LANDFILL STRUCTURES.3 y, , SAMPLING up CH4 %LEL %O2 H POINT 2S VOC Garage Nd Nd 20.8 n/d 2.1 <<< PERMAiVENT.EXP&W' GAS WELLS Trailer Nd Nd 20.8 Nd Nd :4' ,. . Office n/d n/d 20.8 Nd n/d SAMPLING %CH4 %LEL %O2 H2S VOC Basement Nd n/d 20.8 n/d n/d POINT Shed n/d_ n/d 20.8 n/d n/d EGW-1 n/d Nd 20.8 n/d Nd Gatehouse n/d n/d 20.8 n/d Nd EGW-2 n/d n/d 20.8 n/d n/d Elec.Building Nd n/d 20.9 Nd n/d EGW-3 n/d n/d 20.6 n/d n/d f ' DATE: TABLE 4-8 4-8 LANDFILL GAS May'06.xls 5/7/06=RED QUARTERLY GAS SAMPLING 5/18/06=BILUE BARNSTABLE LANDFILL ' SAMPLING %CH %LEL °/O H S m VOC SAMPLING % H ° ° (pp ) CH, ° z z (PP } C < !a LEL !°Oz HZS (ppm) VOC m POINT (PP-) POINT i 1 n/d n/d 20.9 n/d 0.3 39 n/d n/d 20.9 nid n/d 1A n/d n/d 20.9 n/d 0.2 40 n/d n/d 20.9 n/d n/d ' 1B n/d n/d 20.9 n/d 0.2 41 n/d n/d 20.9 n/d n/d 1C nid n/d 20.9 n/d 0.3 42 n/d n/d 20.9 n/d n1d 1 D n/d n/d 20.9 n/d 0.3 43 n/d n/d 20.9 n/d n/d 2 n/d n/d 20.9 n/d 0.1 44 MISSING: REPLACE ' 3 n1d n/d 20.9 nid 0.2 45 n/d n/d 20.9 n/d n/d 4 n/d n/d 20.9 nid 0.2 46 n1d n/d 20.9 n/d 2.9 5 n/d n/d 20.9 n/d n/d 47 n/d n/d 20.9 n/d 6 n/d n1d 20.9 n/d 0.1 48 n/d n/d 20.9 nid 0.4 ' 7 nid n/d 20.9 n/d 1.9 49 n1d n/d 20.9 n/d 8 n/d n/d 20.9 n/d 2.3 50 n/d n/d 20.9 n/d 0.6 9 n/d n/d 20.9 n/d 0.9 51 nid n/d 20.9 n/d 0.7 10 n1d n/d 20.8 n/d 2.1 52 n1d n/d 20.9 n/d 0.8 11 n/d n/d 20,9 n/d 2.3 53 n/d n/d 20.9 n1d 1.4 ' 11A n/d n/d 20.8 n/d 2.0 54 n/d n/d 20.9 n/d 0.5 11B n/d n/d 20.8 n/d 1.7 55R n/d n/d 20.9 n1d 0.5 12 n/d n/d 20.7 n1d 1.6 56 n/d n1d 21.0 n/d 1.9 ' 13 nid n/d 20.7 nid 2.1 57 new n/d n/d 21.0 n/d 2.0 13A REPLACE: PVC PULLED OUT. COULD NOT PUSH BACK IN 58 nid n/d 21.0 n/d 3.0 14 nid n1d 20.7 n/d 1.7 59A n/d n/d 21.0 n/d 3.9 14A nid n/d 20.7 n1d 2.1 59B n1d n/d 21.0 n1d 2.8 15 n/d n/d 20.9 n/d 2.3 60 n/d n/d 21.0 n/d 2.3 ' 16 n/d n/d 20.8 n/d 2.4 61 n/d n/d 20.9 n/d 4.0 17 n/d n/d 20.8 n/d 0.1 62 n/d n/d 20.9 n/d 0.6 18 n/d n/d 20.8 n/d 2.9 63 n/d nid 20.9 n/d 0.6 19 n/d nld 20.9 nid n/d 64 nid n/d 20.9 n/d 0.4 ' 20 nid n/d 20.8 n/d n/d 65 nid n/d 20.9 n/d 1.9 21 n/d nid 20.8 n/d 0.9 66 n/d n1d 20.8 n/d 3.0 22 n1d n/d 20.9 n/d 0.4 67 n/d n/d 20.8 n/d 2.7 23 n/d n/d 20.8 n/d 0.3 68 n/d n/d 20.8 n/d 4.2 24 n/d n/d 20.8 n/d 0.4 69 n/d nid 20.8 n/d 3.4 ' 25 nid n/d 20.8 n/d 0.2 70 nid n/d 20.8 n/d 1.5 26 n/d n/d 20.8 n/d 0.6 71 n/d n/d 20.8 nid 2.7 27 nid n/d 20.8 n1d 1.0 72A n/d n/d 20.8 n/d 2.6 ' 28 nid n/d 20.8 n1d 1.5 72B n/d n/d 20.9 n/d 2.2 29 n/d n/d 20.8 n/d 2.0 73 nid n/d 20.9 n/d 2.4 30 n/d n/d 20.8 n/d 1.5 74 n1d n/d 20.9- n/d 0.2 31 n/d nid 20.7 n1d n/d 75R nid n/d 20.9 n/d 0.1 32 n1d n/d 20.7 n/d 0.2 77R n/d n1d 20.9 n/d 0.1 33 n/d n/d 20.7 n/d 0.2 78 nid n/d 20.9 n/d 1.5 34A n1d n1d 20.7 n1d 0.2 79 UTL: REPLACE OR MARK BETTER 34B n/d n/d 20.8 n/d 0.7 80 n/d n/d 20.9 n/d 0.8 ' 35 n/d nid 20.8 n/d n/d 81R n/d n/d 20.9 n/d 4.0 36 nid nid 20.9 n/d n/d 84 nid n/d 20.9 n/d 3.6 37 n/d n/d 20.9 n1d n/d 38 n/d n/d 20.9 n1d n/d 85 ' NOTES: BAROMETRIC PRESSURE(inches) n Most of the gas monitoring site markers inside the fence were either broken or ' Time Pressure" s i missing. Brush and overgrowth MUST be removed before the next round of Begin Sampling 5R/06 0920 29.91 sampling,particularly those along Old Falmouth Road. Trim rose bush at#75R along fence on Flint St. It will be impossible to reach next monitoring round. End Sampling 517106 1430 29.91 Begin Sam lin 5/18106 1430 29.32 End Sampling 5/18106 1645 29.32 n/d=Not detected Next Sampling: July,'06 ONSITE LAN DFILL'STRUCTURES SAMPLING %CH, %LEL %OZ HZS VOC POINT Garage n1d n/d 20.9 n/d n/d R 'tERMANEN.T EXPLOSIVE GAS WELLS + ' Trailer n1d n/d 20.9 n/d n/d Office n/d n/d 20.9 n/d nld SAMPLING %CH'a %LEL %OZ HZS VOC Basement n/d n1d 20.9 n/d n/d POINT Shed n/d n/d 20.9 n/d n/d EGW-1 n/d n/d 20.8 n/d 0.3 ' Gatehouse n1d n/d 20.9 n/d 0.1 EGW-2 n/d n/d 20.8 n/d 0.3 Elec. Buildin n/d nld 20.9 n/d 0.2 EGW-3 nid n/d 20.9 n/d nld 1 1 Report Figures N lei 117 i /a j110 5 101�E 0811�4k13 Wdoa, ' E 1&9 66 102v107f l ° ill eJ00 64, / 115 72B �a � 111 99 �� lOb Qp\ j ®OS 7�p� i �_ 9.8 ��i %63 �EGW1`. W4 Zl` ..' -773 75R � S 96 c 9 �L-b0 WYE 'PIPI U*. 7 ® yY 95 we[ R z / nll rusE RECYCLE r', 57 �, /f/: .� AREA •� � 77Raa 4 WE r � a JjSt Ea6IOr X / WMYE � ? 52 NORTH AREA / ' i s ST Ef>6EOf / n; \ / �/ r � ! 1i, �i / �. GEDMEMSR.A!lE--+► rs�p BiR 81, —{, 2 48 ,�i 3 c 47 f< 1 Y ` 85 4 44 Y re TYPE"B° U I Q� LEGEND t ( g. \ CAP AREA �' 85 wsAwnnoel�GRs 1 43 01 � 4•R I 4 wsvAlvFs i I ? EAS Witm PIPING RIP RAY \ — - I:�o PAVEOt3f-n T I On I �, �,✓_,�.,, ► -. 1 MAINTEEWnI ROADS sad '13SWAt (DIRECTION 0'K" l� p � 1.` \ _ sue• 14 86 `, —- WIRP ONE 15 cmnouRs 3 E- eb - 11I 3 i l;, uumvitwm rerun 17 34 ,rOY 0° l0015 \ 18 ' I 1 , )6 EDUO[ ' 19 i "•i�rL(ASMONI[oa:NGPaxiSmeEIOUIEnlfilNGG[s GEDM[Mm S7 - [OUIPMENI.THE AOUAI LOCATION MAY SE MINIM EEE]of ENE MIN EUWE SOUO GREEN PROPERTY ONES WO.�RD1-2n—EDEOM THE93 1At ASSlSSO�PROPERtt MAes AND MAY NDI SF AQNRAI I L°^` SOUTH ARE / -©Be — FIGURE 1-1 _WIVE - 6 - !� G 91 4 ' SITE PLAN ;/: qp PIP[t ill) i AND _ —' FOR R11lUR[USE GAS MONITORING POINTS } — --- eARNsdAeiE 6.11 unn G.K'WRvoy vmDrd T dgn _. SCAlE:1"=300' �I .r.i« ♦� k Q �NX fAN W. LT 30 B� � is rw t rJ to ' R-ra- t Cqz O D7 o 0 bI\E1 � ,[� c GOWN O��BAR�lSTA LE!tMMA,SSACHUSE7TS. E Ste rl $ir Mu te'1PZ s.r &E aaNw lens' scr GROUN.[3U�fAT ER MONITQSIiG.PROGRAM: tatsrm�iul ttewaronK Figure 3-1 —Fall 2004 Well Location &Groundwater Contour Map ^'! r. Pw tin 1T tog0 30 . , ��c . ,• �r I' � y - :ice ,�d � •, �� n,,. � :3��TM dA � ?. ' 3. ": FLU€ CT '�'' � •,� ��t< . V �� V+ r."J � � �% Wit' D f1 �t�f�`.��.�2`" 3i:RAC? ,tr.Y 2Ys:% ` ¢�" %y'Y�K.n'." C G L� Ia' vk Xt�y ! sA ta. , .r'£F�A� t7 �''�J7}wit •. .. ?S�°3?!�� ti d t 'ro 'l m . AEA : . pp A . u� F ts f.G� rF' Fri T MCSHANE TOWN OF BARNSTABLE. MASSACHUSEM Stearns &Wheler,LLC MUNICIPAL LANDFILL Environmental Engineers and Scientists GROUNDWATER MONITORING PROGRAM MfMNS FIGURE 3-2 - SPRING 2005 DATE~ 6/05 JOB No.:20206 GROUNDWATER CONTOURS OG -DR ' t yr tii u, I �� R6- 30 Ld IWO �Er oy•' \ •Cl w 1.0 [ yrr 5.+a.fir^ sm- Qbp i!i".y'r s' �,ti•,K ;,='"c-r Fq' O .Z -tJ �' c Cr- ` `IM -fie - � h . AOf SS AREN _ .....:�' ^cam��i,,:`�• O MCSHANE WJda_ T ;o RARNSI`A U f^SSACHUSMTT$ ti S ;IZC. `MUNIGIPALIANOFILL ' IIAC7NMENTALENGtNEERSasctirtti is GROWNDW�kTER M()kIT NG PRaGFtAM. _ Figure 3-3—Fall 2005 LI Well Location &Groundwater Contour Map i,7 A. � � � t `ter• H t , + r c 301 e Via' �� � ► x �. ��< 3�� ,� � � -�. �•� raj" �F, ft(k��� `�$ ��' ' ' x;. mg I' i C fQ. S FOX ir �. Atz A" Pj41 .h."T K FLi aF, '�y �y,.. / ai I G f / ' .d4 MY 1�t C! ti ,ARENA r , @ � t tL IS > ? MOS HME r r, yt r V TOW OF BARNSTABLE MASSAGHUSETTS- CAP'st" 'TLSiC LL;C: MUNICIPAL LANL}1+1i:1 ' ENvtAON rACEriG?r sa'sa�mssS GRgUNDW�:MONCCCRING'MkOOW e+iKmma t�wronic' Figure 3-4—January 2006 f Well Location & Groundwater Contour Map 1 ATTACHMENT F ' WASTE BAN COMPLIANCE PLAN 1 1 1 1 1 �the rq� ti Town of Barnstable NAM�nxsn�. ' 9 ��� Department of Public Works �o A. Solid Waste Division 45 Flint Street,Marstons Mills,MA 02648 ' Office: 508-420-2258 L.Glenn Santos Fax: 508-428-9139 Solid Waste Supervisor i Mr.David Ellis, Section Chief March 8, 2006 ' Division of Solid Waste Management Department of Environmental Protection SERO 20 Riverside Drive ' Lakeville, Ma. 02347 Re: Waste Ban Compliance Plan ' Dear Mr. Ellis , ' Attached is the completed Waste Ban Compliance Plan for the Barnstable Transfer Station in accordance with 310 CMR 19.017. ' The Barnstable Transfer Station is a residential drop off facility, with a small C&D operation. This facility only accepts loads of C&D in less than 5 CY loads. The disposal ' area is continuously monitored for banned wastes.If banned wastes are found the resident is instructed to the proper location for disposal. ' Currently this facility does not accept asphalt paving, brick or concrete in loads. On occasion residents will bring in small amounts and we put this in the pile that we stage here for the DPW Highway Dept. projects. This material is then removed to the Highway ' garage where it is crushed and used as gravel fill for road projects. The Town with the cooperation of private businesses cleans up illegal dump sites within ' the Town of Barnstable at times. The material is brought here to be disposed of. The containers and or trucks are larger than 5 CY's. Per your direction DEP SERO will be notified ahead of time that these loads will be coming in. ' U-haul or movingtrucks come in now and then with moving debris and rec clables, g Y usually with bulky items, trash and small amounts of wood. This.is being noted per the ' direction of Jim McQuade. Very truly yours i�`� ... L. Glenn Santos >----��� ' Supervisor, Solid Waste Division 5 , 1 ' ATTACHMENT F SUGGESTED SIGN LANGUAGE Signs shall be posed at the facility entrance and at the waste receiving area and should be ' large enough to be seen by facility's users. Massachusetts state regulation 310 CMR 19.017 prohibits the disposal, or transfer for ' disposal, of the following materials: Asphalt Pavement,Brick,and/or Concrete Cathode Ray Tubes ' Glass Containers Lead Batteries Leaves and yard waste ' Metal Metal Containers ' Recyclable Paper ' Single Polymer Plastics (Narrow-neck Plastic Containers) White Goods ' Whole Tires at landfills only) Y) ' Wood (at landfills only) Rev 12/01 1 Attachment B ' WASTE BAN COMPREHENSIVE LOAD INSPECTION REPORTING SHEET ' . Date of inspection Hauling Co. Truck# Size of Truck Quantity of Waste Origin of waste (if known) (fill in Allowable Amounts of Banned Material Banned Materials Found in Inspection ' Material QTY. QTY. Material Recyclable Paper(includes 20%or less by % Recyclable Paper corrugated cardboard) volume of load ' Single Polymer Plastic, Metal & Option A:At least 3 Single Polymer Plastic, Metal & Glass Containers of the 5 bags Glass Containers inspected contain 5 or fewer glass, metal ' or single polymer plastic container units Option B: 20%or less by volume White Goods None White Goods Lead Acid Batteries None Lead Acid Batteries ' Whole Tires landfills only) None Whole Tires landfills only) CRTs None CRTs Leaves and Yard Waste floose 10%of load % Leaves and Yard Waste loose ' Leaves and Yard Waste (bagged) Roll-off: Less than 20 Leaves and Yard Waste (bagged) bags Packer: Less than 10 ' bags Smaller truck: Less than 5 bags Asphalt Pavement, Brick, 20% or less by % Asphalt Pavement, Brick, Concrete, ' Concrete, Metal and/or Wood volume of load Metal and/or Wood No restricted materials found Communication re: Failed Load: Notified driver that load failed inspection Mail"Failed Load" letter and DEP waste ban literature to hauler Disposition of Failed Load: (check one) ' Accept, separate, and recycle the banned material. � P , P � cY ' 0 Reject or reload when substantial amounts of recoverable materials in the load and reasonable outlets for the material. Dispose, or transfer for disposal, when the waste cannot be recycled, rejected or reloaded (not an ' option for white goods, lead acid batteries, whole tires, and CRTs). kUse space below to explain reason for disposing,or transferring for disposal, banned aterials. ' signature of inspector print inspector's name title Rev 12/05 Massachusetts Department of Environmental Protection Bureau of Waste Prevention Waste Ban Compliance Plan Attachment G ' In accordance with 310 CMR 19.017, this form is to be submitted to the appropriate MassDEP Regional Office by April 1, 2006. Failure to submit a Waste Ban Compliance Plan could lead to enforcement action against the facility. Part A: General Information 7Facility Name:Barnstable Transfer Station Street Address:45 Flint Street ty,State,ZIP:Marstons Mills,Ma.02648 ' Telephone Number: 508-420.-2258 Contact Name,Title: L.Glenn Santos, Supervisor Facility Type(check one): X ❑ Transfer/handling facility ❑ Landfill ❑ Solid waste combustor ' ❑ Construction and Demolition Processing Facility 70wnerName:7Town of Barnstable Street Address:367 Main Street ' City, State,ZIP: Hyannis,Ma.02601 Contact Name, Title:John Klimm,Town Manager Telephone Number.508-862-4610 ' Operator Name:Barnstable DPW Street Address:367 Main Street ' City,State,ZIP:Hyannis,Ma.02601 Contact Name, Title:Mark Ells, Director,DPW Telephone Number.508-8624090 Rev 12105 t Massachusetts Department of Environmental Protection Bureau of Waste Prevention LI Waste Ban Compliance Plan Part B: General Requirements ' • All solid waste transfer and handling facilities permitted at 50 tons per day or greater without an existing waste ban compliance plan should submit a BWP SW 07 Form; ' • All solid waste transfer and handling facilities permitted at 50 tons per day or greater with an existing waste ban compliance plan should submit a BWP SW 21 Form; • Solid waste landfills should submit a BWP SW 22 Form; ' • Solid waste incinerators should submit a BWP SW 21 Form;and • Any solid waste transfer and handling facility permitted at less than 50 tons per day that will undergo construction as a result of implementing its waste ban compliance plan should submit a BWP SW 21 Form. • Transfer and handling facilities permitted at less than 50 tons per day and not undergoing construction as a result of t implementing their waste ban compliance plans are not required to submit a permit modification form and should submit their compliance plans with a cover letter.These plans will be reviewed in accordance with 310 CMR 19.039(6)and will be presumptively approved 45 days after receipt unless MassDEP contacts the facility. tContact the Service Center at the appropriate MassDEP Regional Office for an application kit. Check which permit application(if any)has been submitted with this compliance plan. ' ❑ BWP SW 07 Modification of a Large Handling Facility(50 tons per day or more) BWP SW 22 Landfills—Minor Modifications ' ❑ BWP SW 21 Modification of a Small Handling Facility(less than 50 tons per day) Incinerators also submit this form None Alternative Review Process(310 CMR 19.039(6))Small handling facilities only 70HowwtIluirements of waste ban compliance plan be communicated to relevant staff. Check all boxes that apply. duct annual waste ban training to staff. ❑ Distribute compliance plan to staff. ❑ Discussion at regularly scheduled meetings. ❑ Other Please attach photographs,or 8.5"X 11"specification sheet,of signs posted or to be posted at facility entrance and waste receiving areas that inform users of the prohibition against disposal,or transfer for disposal,of asphalt pavement,brick,concrete,cathode ray tubes,glass containers,lead batteries,leaves and yard waste,metal,metal containers,recyclable paper,single polymer plastics (narrow-neck plastic containers),white goods,whole tires at landfills and wood at landfills.(See Attachment F of the Guidance Document for sample signage) Signs were posted on (date). Signs will be posted on 6--34 -Q 6 (date) 2 Rev I2105 ' Massachusetts Department of Environmental Protection Bureau of Waste Prevention ' Waste Ban Compliance Plan Part C: Ongoing Waste Stream Monitoring How will the facility screen all incoming loads for unacceptable quantities of restricted materials? See Guidance Document Section IV—"Ongoing Waste Stream Monitoring"for description and Section V-D for definition of unacceptable quantities. ' Please check all that apply: ❑ Staff will look for banned materials as waste is dumped by truck. EF Staff will look for banned materials by observing and communicating with residents disposing of waste in designated areas. ❑ Staff will look for banned materials as waste is handled by facility personnel operating heavy equipment(i.e.,a bulldozer,front end loader). ❑ Other 1 � Pursuant to 310 CMR 19.017(5),the facility operator will record and maintain the following information on all loads discovered ' through ongoing monitoring to contain banned material above allowable limits delivered in vehicles or containers with a capacity greater than 5(five)cubic yards(See AnachmentA of the Guidance Document for suggested format): • Date of inspection; • Origin of waste(if known); • Quantity of restricted materials discovered; • Hauler and truck number; ' • Disposition of restricted materials;and • Documentation of communication follow-up with haulers and/or generators connected with failed loads,as described in the Guidance Document,Section VI. ' Please check: ❑ Attached is an example of facility's Ongoing Monitoring Recording Sheet 1 ❑ Facility Operator will record this information on the attached Ongoing Monitoring Recording Sheet Facility does not accept loads in vehicles or containers with a capacity eater than 5(five)cubic yards Rev 12M 3 ' Massachusetts Department of Environmental Protection Bureau of Waste Prevention ' Waste Ban Compliance Plan ' Part D: Comprehensive Load Inspections Please note:If the facility serves drive-in residential customers only(no private or commercial haulers),it is not required to conduct comprehensive load inspections. Please proceed to Part E:Failed Load Follow-Up. Facilities should conduct a minimum number of comprehensive load inspections per month as indicated on the following Inspection ' Frequency Chart: Please check which comprehensive load inspection option will be employed: Option A ' ❑ Option B Please check the appropriate box on the chart below based on the facility's permitted size. ' Ins ection Frequency Chart Facility Size in Permitted Option A: The contents of at least 5 Option B:The facility opts NOT to ' Tons per day bags are opened and inspected. open bags. Minimum Number of Vehicles to Minimum Number of Vehicles to Inspect per Month Inspect per Month (vehicles must have capacity of greater (vehicles must have capacity of ' than 5 cubic yards) greater than 5 cubic yards) ❑ Municipal transfer station with no 0 0 ' ❑ private haulers or commercial users 1-99 2 4 ❑ .100-299 4 8 ' ❑ 300-499 6 12 ❑ 500-999 8 16 ' ❑ 1000+ 10 20 ' The proposed method of selecting vehicles for inspection should be random. Please refer to the Guidance Document,Section V—A, B for description. Please describe below how loads will be randoml selected for com hrensive inspections: O// OG6�-1,41,1 Tff�' %acd� pa�� GG DvnFP 9,/"i/� �� �`d LO 4DJ' `fr rt�;�F�gvC. ��.✓ �' e�li� �->Lps� T/f�s,� �Q�r fv�i�G G -rHe AT` 0c&tf,o NkAn W1141- ' �Qf �i ,'LL 6 /iG1, co/n /I N O/✓ 0�l -o f,�®�j O-S'�/�v ��,�6 •�G— !✓ T soy eD Rev 12/05 4 ' Massachusetts Department of Environmental Protection Bureau of Waste Prevention ' Waste Ban Compliance Plan ' See Guidance Document,Section V-C,D for a description of inspection procedures. Please describe below how the facility will conduct its comprehensive load inspections for all banned materials. Include information on which personnel are involved and what kinds of equipment will be used: ' Personnel: �� %r %I �y0 a,v ' P Pa, /t" SR r✓ k� �,��� 8�,, �v�- �`o s���-�E P �� ' Equipment: Procedure: I 'Rev IV05 5 Massachusetts Department of Environmental Protection Bureau of Waste Prevention Waste Ban Compliance Plan Pursuant to 310 CMR 19.017(5)the facility operator will record and maintain the following information on comprehensive load ' inspection activities. See Attachment B of the Guidance Document for suggested format. • Date of inspection ' • Origin of waste(if known) • Quantity of restricted materials discovered • Hauler and truck number • Disposition of waste ' • Documentation of communication follow-up with haulers and/or generators connected with failed loads,as described in the Guidance Document,Section VI. ' Please check: ® Attached is an example of facility's inspection recording sheet ❑ Facility operator will record this information on the attached sheet Part E: Failed Load Follow-Up 1. Communication Please refer to the Guidance Document,Section VI-A for a description of communication procedures. ' • WASTE SOURCE—COMMERCIAL/PRIVATE HAULER Please provide a sample letter that will be sent to any hauler that delivers a failed load to the facility,describing which material(s)caused the failure,and encouraging the hauler to work with its customers to separate their trash. Accompanying this letter should be a MassDEP Fact Sheet explaining the waste bans. Refer to the Guidance Document, Attachment C,for suggested language,and Attachment D for the fact sheet. • WASTE SOURCE—MUNICIPALLY-RUN OR CONTRACTED COLLECTION Please provide a sample letter that will be sent to any municipality from which unacceptable quantities of banned material was received,describing the materials and encouraging the community to contact MassDEP for technical assistance. Accompanying this letter should be a MassDEP Fact Sheet explaining the waste bans. See Attachment E for suggested language and Attachment D for the fact sheet. • WASTE SOURCE—WASTE DELIVERED IN VEHICLES WITH A CAPACITY OF 5 CUBIC YARDS OR LESS How will the facility inform individuals identified through ongoing monitoring that are not separating banned material from their solid waste? (check all that apply) 29 Verbally inform the individual about the waste bans and that the facility is not allowed to mix restricted materials with solid waste ❑ Give the individual the MassDEP Waste Ban Fact Sheet or similar written material Direct the individual to the facility's recycling and/or composting area ❑ Give the individual a recycling brochure ❑ Other ❑ N/A -The facility does not service individuals delivering waste in small vehicles �V 12105 6 Massachusetts Department of Environmental Protection r Bureau of Waste Prevention Waste Ban Compliance Plan 2.Failed Load Disposition When a failed load is identified,the facility will adhere to the procedures outlined below: ' Reject or reload if there are substantial quantities of recoverable materials in the load and there 9 are reasonable outlets for the material,or ' • Accept,separate,and recycle material(s)causing the load to fail. • For asphalt pavement,brick,concrete,metal and/or wood,transfer to a facility that has an approved waste ban compliance plan that includes diversion of these materials for recycling or reuse,or can demonstrate that they will not accept restricted material ' for disposal,or further transfer for disposal. • As a last resort,dispose(or transfer for disposal),when the waste cannot be recycled,rejected or reloaded because reloading the waste would endanger workers or substantially disrupt facility operations.The facility operator's rationale for disposing a failed load must be recorded and retained in facility's operating logs. ' 0.Other lease describe) ) clement ' On an average day,how will the facility manage these materials starting July 1, 2006? ' Reject/Reload Accept/Separate Transfer for Dispose Lead Batteries EI Rec cle/Reuse White Goods tWhole Tires (at landfills) CRTs El Glass Containers Metal Containers ' Single-Resin Plastic Containers Recyclable Paper Leaves J" Yard waste IZI Asphalt Pavement,Brick and/or W❑I Concrete LI Metal {� Wood ❑ ❑ � ❑ F 12/05 7 Massachusetts Department of Environmental Protection ' , Bureau of Waste Prevention Waste Ban Compliance Plan ' Comments Materials Management (con9t) Please describe how materials will be handled for recycling: ' N Individuals place materials in designated areas 29 Materials will be manually and/or mechanically separated by facility LJ Other: Under which conditions will the facility-dispose of restricted materials other than lead batteries,white goods,CRTs,and whole tires at landfills? ' Worker safety ❑ Operational considerations ' Materials not recoverable ❑ Other: ' Compliance Plan Checklist Are the following items attached? 10 Sample signage Et Comprehensive Inspection Reporting Sheet ❑ Ongoing Monitoring Reporting Sheet ❑ Sample letter to haulers ❑ Sample letter to contract municipality '❑ Permit modification application,if necessary ® Cover letter from facilities being reviewed in accordance with the Presumptive Approval Process Is the certification below signed? ivos 8 1 Massachusetts Department of Environmental Protection Bureau of Waste Prevention Waste Ban Compliance Plan 1 ' 7hereby rtify that I have personally examined the foregoing and am familiar with the information contained in this document and ents arid,that based on my inquiry of those individuals immediately responsible for obtaining this information,I believe ormation is true,accurate and complete. I am fully authorized to make this attestation on behalf of this facility and am ' aware that there are significant penalties for submitting false information,including possible fines and imprisonment. I also understand that adherence to this Waste Ban Compliance Plan constitutes compliance with the provisions of 310 CMR 19.017. I am aware that if the facility is found to be in non-compliance,MassDEP enforcement actions may be taken,including ' written notices of non-compliance,consent orders,unilateral orders or referral to the Attorney General's office.No modifications of this plan are permitted unless approved in writing by MassDEP Signature: Date: Print Name:L. Glenn Santos Phone Number.508-420-2258 Title:Supervisor Organization Name:Barnstable Transfer Station 'xcv 12105 9 I I ATTACHMENT G 2005 ANNUAL SOLID WASTE FACILITY REPORT a +. Massachusetts Department of Environmental Protection Handling Facility/Transfer Station ."Bureau of Waste Prevention 40018 S TR0020.004 QEAnnual Solid Waste Facility Report BARNSTABLE i Part A: General Information Please provide any necessary corrections or additions to the site,owner,and operator information below. Facility Name: gIVST ABI:E.TRANSFER-STATION" Street Address:45 FLINT ST City,State,ZIP: hfARSTON§MiT:ia;Uk .02648 " ' Telephone Number: $08 20 2258 Contact Name,Title: " ( � GLENN SANTOS,"SUPERVISOR Owner Name: TQWN Oajk- tOBI ' Street Address: 367 MAW ST " l City,State,Z1P: HYANN1S;11IA'0 _2601`-- ' Telephone Number. Contact Name,Title: (" 08)862-4090 : :: . MARK.ELIS,DPW DIR_ 7r0perwor"Name: StreetAddress: 367'"MAIN;ST City,State,71P: I-IYAN�7IS;'IVft1,0260X'"` ` t Telephone Number. _:, ................ : .:. ,,: .,.. ..:,,...,..:.:.:.... . p (S08)862-4090 � . ". �.. :�.. Contact Name,Title: � MARK ELLS, IDP�V DIR ' ® This form was mailed to the.......wner:: address, as listed above. If this is not the correct address to send next year's form, please check the correct.address: ❑ Owner or ❑ Operator I hereby certify that I have personally examined the foregoing and am familiar with the information contained in this document and all attachments,and that based on my inquiry of those individuals immediately responsible for obtaining this information,I believe that the information is true,accurate and complete:.I am fully authorized to make this attestation on behalf of this facility and am aware that there are significant penalties for submitting false information, including possible fines and imprisonment. Signature: Date: ' Print Name: Phone Number:6i�_4�Z0 _ 225 Title:S6/M- R. Organization Name: 2005 Annual Report 6-Dec45 W:A'' nsnWATA�MRMHFI.doc Page.1 of 6 t . ' Massachusetts Department of Environmental Protection Handling Facility/Transfer Station Bureau of Waste Prevention 40018 S TR0020.004. ' 2005 Annual Solid Waste Facility Report BARNST ABLE ® Please offer any comments or suggestions that may improve this reporting form. i Part B: Facility Details '® Please indicate the operational status of the facility.by placing a cross in the appropriate boix�. 1. Operational Status ' Operated all of 2005. i Started accepting waste on / / , 2005. ' Stopped accepting waste on / / , 2005,but maintain a valid operating permit. Stopped accepting waste on / I , 2005, and no longer hold a valid operating permit. ' Did not accept waste in 2005, but maintain a valid operating permit*. =-. Didnot accept waste in 2005, and no longer Bold a valid operating permit*. ' *No further questions on this report form are applicable,return to Page 1 and sign the form. ® Please enter the number of days that'the facility accepted waste. 7Numberof Days Open in 2005: EntWP"rt bra WAB%?\S%MSrrEnnrn\&UWARF 5HFI.aa Page 2 of 6 Em- �ION� Jan "I EMN I -05 av-O�.,un- Ju-( Au -05I Se -05 Oct-05 MOv-05 IDec-05 TOTALS TIRES 19 27 381 95 271 1711 185 125 182 171 101 147 1532 METALS 27.22 36.75 37.03 72.22 61.38 83.77 79.25 86.60 66.13 0.00 75.24 0.00 625.59 REFRIGERATOR 94 41 70 112 96 185 272 327 109 217 157 134 1814 PROPANE TANKS 0 0 0 0 -338 0 0 295 0 0 0 0 633 CAST IRON 0.00 0.00 10.39 0.00 12.451 0.00 10.24 0.00 10.88 8.70 0.001 13.52 66.18 ALUMINUM 0.00 4.10 0.00 0.00 21.461 11.39 3.57 0.00 4.15 7.35 3.84 2.10 57.96 COPPER AND BRASS 0.00 0.00 0.00 0.00 0.00 0.00 2.25 0.00 .0.00 0.00 0.00 1.03 3.28 NEWSPAPER 46.53 50.85 74.40 73.41 101.35 72.35 42.87 93.49 82.42 62.26 66.25 34.48 800.66 MIXED PAPER 9.65 16.84 0.00 10.77 13.45 4.63 4.47 3.99 0.00 4.10 11.76 30.00 109.66 CLEAR GLASS 10.90 0.00 21.32 9.58 922 9.38 22.06 9.31 18.28 0.00 0.00 19.72 129.77 MIXED GLASS 11.41 21.10 18.59 11.25 9.991 11.16 23.82 10.73 31.62 10.88 0.001 20.47 181.02 TIN CANS 4.68 7.91 4.61 4.71 4.641 7.78 3.37 3.92 0.00 0.00 3.74 53.46 98.82 CLOTHING 7.69 8.35 8.62 11.59 10.31 13.25 12.44 10.78 14.47 13.72 11.90 10.80 133.92 WASTE OIL 250 100 , 150 0 800 400 72.5 400 575 400 875 0 4675 CARDBOARD 31.37 26.38 24.28 31.16 52.65 37.49 22.07 43.07 59.40 37.81 39.70 44.93 450.31 MAGAZINES 19.50 20.78 14.64 28.23 27.47 13.78 26.45 14.42 33.11 26.711 42.14 0.00 267.23 LEAVES/GRASS/COMPOST 28.00 30.00 35.00 57.00 48.00 23.00 35.00 45.00 50.00 125.00 385.00 145.00 1006.00 CHRISTMAS TREES 300 300 100 14 0 0 0 .0 0 0 0 75 789 #1 PLASTIC 3.27 2.88 3.46 3.75 0.00 4.62 0.00 7.92 0.00 0.00 2.97 0.00 28.87 #2 PLASTIC 0.00 4.25 0.00 0.00 0.00 4.59 0.00 6.25 6.21 4.42 3.21 2.89 31.82 MILK,JUGS 0.00 2.36 4.81 4.931 0.00 0.00 0.00 0.00 4.451 2.74 0.00 0.00 19.29 PAINTS 0 0 0 0 69 73 0 0 0 0 0 0 142 FLUORESCENT BULBS 0 0 2712 0 611 0 624 191 0 230 835 0 5203 MATTRESSES 28 231 93 269 300 302 250 237 228 162 247 27 2374 BOOKS. 0.00 6.00 0.00 5.39 0.00 0.00 6.64 0.00 0.00 8.16 0.00 0.00 26.19 BATTE.R:IES 0 0 0 96 147 100 0 96 96 64 0 196 795 OIL FILTERS "55 Gal.DCumS" 0 0 0i 0 0 01 01 2 0 0 0 01 2 TELEVISIONS/COMPUTERS 4.15 4.40 6.711 7.921 7.87 8.501 11.391 12.94 5.82 4.61 7.37 9.511 91.19 ** Measured Per Piece Refrigerators, Propane Tanks Fluorescent Bulbs,Tires ** Measured In Tons TV's, Computers ** Measured In Gallons Paints, Waste Oil ** Measured in 5 Gallon Buckets Mercury/Thermometers ** Measured in 55 Gallon Drums Oil Filters Bureau of Waste Prevention Handling Facility/Transfer Station 2005 Annual Solid Waste Facility Report 40018 S TR0020.004 BARNSTABLE Part C: 2005 Operations ® Please record the tons of Materials Accepted by each material type for each state of origin. Next,sum each material type into the TOTALS column,then sum that column into the Total Accepted box. Use the area below the table to provide any notes or clarifications. • Round all amounts to the nearest ton. "If any material type is less than 0.5 tons,do not include that material. • Do NOT include any waste oil or household hazardous wastelproducts. • . If the state of origin is not listed or an:additional state is needed,fill in the blank column or cross out a state in an unused column and fill in the other state. If the material type is not listed,use one of the"Other"lines and fill in the name of the material. If more"Other"lines are needed,cross out an unused material type and fill the other.materiabname. State of Ori in 7MSW terial Type 7MAE CT ME NH NY RI VT TOTALS C&D WASTE ASH SLUDGE(WWTP) WOOD WASTE DPW WASTE l GENERAL RECYCLABLES £?6a Z3 S .-� TIRES METALS /p ELECTRONICS/COMPUTERS O So� TEXTnFS/CLOTHING f COM ST 3 PO ABLES/ORGANICS RECYCLING RESIDUE OTHER: OTHER: Any �3 Notes: 7 A 2005 Annurd Report 6.Dec-05 w:�8wp%swk\srmDATAMRF\OSARM5HFI.doc Page 3 of 6 I Massachusetts Department of Environmental Protection Handling Facility/Transfer Station Bureau of Waste Prevention 40018 S TR0020.004 2005 Annual Solid Waste Facility Report BARNSTABLE 1 ® Please indicate vend6r(s)for recycling or composting,or material end-user(s)(including Beneficial Use Determinations). ' Record the tonnage(to the nearest ton)and material type handled by each vendor/end user. If a single vendor handles a number of common recyclables,like glass,cans and paper,then list that vendor once with the Material Type of`General Recyclables'. Attach additional sheets if necessary. 1 � ' Vendor/End-User Name City/Town State Tons Material Type 1 s IV rat_, 311 N-A- s \, n Cs 'A ' r S �A A. 1�10 L — Total Diverted ' ustion facilities used including the.tonna a to the nearest ® Please indicate any disposal facillty(ies)(landfills or comb ) g g ( ton)and type(s)of waste shipped to each facility. Attach additional sheets if necessary. Disposal Facility Name. City/Town State Tons Waste Type - A. IDS .. W 1 1 . 1 I� 1 Total Disposed i '2005 Annual Report 6-D=-05 W.\BWP\swht\S=ATAW.MSnRFosHFl.aa Pape 4 of 6 f , Massachusetts Department of Environmental Protection Handling Facility/Transfer Station ' Bureau of Waste Prevention 40018 S TR0020.W4 . 2005 Annual Solid Waste Facility Report BARNSTABLE ' Fill out the boxes to check if the materials entering.the facility are equal to those leaving i and note an differences. Y eq g � Y Compare4. o . Line 1 Enter the amount listed in the Total Diverted box on page 4 Line 2 Enter the amount listed in the Total Disposed box on page 4 ' Line 3 Enter the amount listed in the Total Accepted box on page 3 / Line 4 Add lines I and 2 Z( Line 5 Subtract line 4 from line 3, if the result is zero skip to Part D ' Line 6 Divide line 5 by line 3 and multiply by 100 % • If Line 6 is greater than 1%or less than—1%,please explain the discrepancy between the Total Accepted and the sum of Total Diverted and Total Dis sed. Attach another sheet if needed. Part D: Waste Bans ® Provide the following information on the facility's compliance with waste control regulations in 310 CMR 19.017. If the facility does not dispose of any Municipal Solid Waste(MSW),or does not manage loads from vehicles capable of carrying 5 cubic yards or more of waste,then leave this section blank. 1. Monitoring_ and Inspections JComprehensive Ongoing Waste ' Total Number of Loads Inspected Inspections Stream Monitoring Total Number of Loads Failing ' Number of Loads Failing Due to Quantities of Items Below: CRTs White Goods ' Lead Acid Batteries Whole Tires Bottles and Cans ' Corrugated Cardboard Recyclable Paper Vard`W,sfe ' Mixed(more than one material) In addition to sending letters to haulers and/or generators responsible for delivering failed loads,describe other actions the facility has taken to ensure that unacceptable quantities of restricted materials are not delivered to the facility. 2.Failed Loads Charged the hauler a fee Prohibited hauler from bringing waste to facility ' Other(specify): 'zoosnmuslxcpDa 6-n«-05 w:�awnswMNsm:DnrAVnx1-V5ARwstF1.&c So e Pag f 6 I j Massachusetts Department of Environmental Protection Handling Facility/Transfer Station Bureau of Waste Prevention 40018 S TR0020.004 2005 Annual Solid Waste Facility Report BARNSTABLE ,6 1 Part E: Diesel Engine Emission Control Please record the number of Diesel Engines,if any,used in operating the site including stationary and mobile engines,but excluding vehicles that haul materials to and from the site. Also enter the number,if any,of on site Diesel Engines that have been retrofitted to reduce emissions. Diesel1. Engines Number of Diesel Engines used on site: Number Retrofitted. If zero,skip the rest of this section Please fill in the grid using one line for each Retrofitted Diesel Engine on site using the codes defined by each bullet below. Attach additional sheets if necessary. • Equipment Use/Type: WM/C=Waste Movement/Compaction;EM/C=Earth Movement/Compaction;SUP= Support Function;STA=Stationary Engine ' • Fuel Type: OFF=Off-Road Diesel;ON=On-Road Diesel;ULSD=Ultra Low Sulfur Diesel • Retrofit Type: PF=Particulate Filter;OC=•Oxidation Catalyst;OTH=Other. 2. Diesel Retrofits ' Line Equipment Use/Type. Est.Operating Engine Model&Year Fuel Type # (WM/C,EM/C,SUP,STA) Hours/Week � OFF,ON,ULSD) Retrofit Retrofit Type Retrofit Manufacturer ' Date (PF,OC,OTH) 1 2 3 4 5 Complete and DEP Boston If you have questions about this form,please download the Return this form One Winter St, 8th floor detailed Instructions at by February 15, Boston,MA 02108 http•//www.mass. og v/dep/recyclelapprovals/swforrnss.htm, 2006 to: Attn: Brian Holdridge "Annual Solid Waste Facility Reporting"or call Brian Holdrid e at(617)292-5578. Is annual Report 6-Dec-05 w:� W7,SW \SrrEDnTnwti-VSAR OSHF1.mc Page 6 of 6 fo o . Date: '�7 / Fo/ o y TOWN OF BARNSTABLE :�� TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: �_W_77 e.— GtJ• d►�+ �,,, 5 BUSINESS LOCATION: S_ INVENTOR MAILING ADDRESS: �� '�' TOTAL AMOUNT. TELEPHONE NUMBER: Sd 19 Zo 2-7--S 8: CONTACT PERSON: Glenn Sct r► S _ SU�P�it/i° -� EMERGENCY CONTACT TELEPHONE NUMBER: `�b$�-35 y - �-(�� MSDS ON SITE? TYPE OF BUSINESS: a^ ` -_ ' - INFORMATION/RECOMMENDATIONS: Fire District: % S , Waste Transportation: Last shipment of hazardous waste: 910ol/ Name of Hauler- /; . ' 4Destination: Waste Product: ®` Licensed? es No N`•OTE;,Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) /�Z5' Misc. Corrosive �o -NEW USED Cesspool cleaners Au matic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) f og Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides 3(0 N W.Ca D (insecticides, herbicides, rodenticides) GasYne, Jet fuel, �n gas Photochemicals Fixers Z O Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) INEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including.chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers &cleanina fluids 23OVIJ Other cleaning solvents. Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Town of Barstable Landfill/Transfer Stat. Fax: Corp Name: Mailing Address Location: 45 Flint Street,Marstons Mills Street: 45 Flint Street mappar: City: Marstons Mills Contact: Glenn Santos,Supervisor State: Ma Telephone: .508-420-2258 Zip: 02648 Emergency: Person Interviewed: Business Contact Letter Date: 7/1/2004 Category: :Municipal Facility Inventory Site Visit Date: 7/20/2004 Type: Follow Up/Inspection Date: ❑d public water ❑ indoor floor drains 9 outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir --- -——-- ❑d on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: .........._ ....................._.... Remarks: 4/8/96 Have metal surplus paint storage lockers. Have a compliance: metal flammable storage cabinet. Parts cleaner maintained by Safety Satisfactory Kleen. Orders: Will recycle oil filters. ✓�0 �S i 01 )44 �t t`v. �'. rAA-n cam.'. J �b � GJ ��(' I� Fx� i 551ot� �S � ' ��► � �e�h� �� ccry�r � — � I� Page 2 I" Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals gty's 111 gals or more description qty, um66f measure gasoline 20gallons _____.__.........._ _._.....____._._......._...__..__...._.__.___.....__....._.___._........__......____....._...-..__.__-..........-__..__.. ._._._._..._...._......._..__...._._.........._____._._...... diesel fuel,kerosene,#2 heating oil 1000 gallons waste oil 500gallons��-_�_�.,_._ motor oil _ 500gallons — .....__.___....._.........._.........._.__._...._........................._.._._....._..............._____............._-....._.......... __..._.._-_.__.___..._................_.....__._.._............... hydraulic fluids(including break fluid) 110gallons degreasers for engines and metal 300 gallons household cleaners —� 3gallons gear oil — 720gallons __._..__._...__..---._._..__...._..............._..._ _.._..._..__.__....__....-_._._...._._.._...__...._....__........__..._..;__. .___..._..._ ._...._......___.__._._..._.. paint,varnishes,stains,dyes 2gallons misc.petroleum products:grease,lubricants 175gallons _._______.__.._.._---..__..__..__........_...._................._._..._._.._.__..__..._......._.___..__.____._._..._._...._._._............_.___ _.__._._..._ __....._......_........-... ..._....:....... antifreeze(for gasoline or coolant systems) 50gallons automatic transmission fluid 50 gallons ---fluids__(including__ . break_ fluid)___ 0 toilet cleaners 10gallons __._...............__................................._-____._.......____....__._................._.._.___.-._......._......_..__......_......_.........._.._.._.__ ._.___ ___._...._.._...__._............_.... cesspool cleaners I 50gallons Waste Transporter Cyn Oil Fire District: ';COMM Last HW Shipment Dater-( —7_---0YWaste Hauler Licensed: (/� _ n V COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION c, �e 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 . pqM Syev� ' ARGEO PAUL CELLUCCI Governor BOB DURAND Secretary JANE SWIFT D LAUREN A.LISS Lieutenant Governor O Q� Commissioner 1�C October 10,2000 Thomas J. Mullen,Director Department of Public Works Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 RE: FINAL PERMIT APPROVAL Application for: BWPSW21 MODIFICATION OF A SMALL HANDLING FACILITY AT: Barnstable Solid Waste Transfer Station 45 Flint Street Marston Mills,MA Transmittal Number: 41003527 Dear Mr.Mullen: The Department of Environmental Protection, Solid Waste Management Section(Department)has completed its review of the permit application listed above and determined that the application is technically complete. The application was prepared and submitted on behalf of the Town of Barnstable (Town)by Stearns &Wheler, Environmental Engineers& Scientists, LLC(S&W)in order to construct and implement design and operation modifications to the existing small solid waste handling facility at 45 Flint Street,Marstons Mills,Massachusetts. SUBMITTALS The following submittals represent the complete application reviewed by the Department under 310 CMR 19.000 Solid Waste Management Facility Regulations and the Department's Landfill Technical Guidance Manual,May 1997(Manual). A. The application forms, design report, and drawings received at the Department February 28, 2000, in the S&W document entitled, BWP SW 21, Permit Application, Modification of a Small Handling Facility, Solid Waste Transfer Station Facility Modifications Town of Barnstable Massachusetts,February2000_. B. Letter and drawings regarding land clearing and grubbing received at the Department on May 24, 2000 from the Town. C. Memorandum summary regarding a July 11, 2000 site visit by representatives of the.Town, S&W, and the Department received at the Department on July 13, 2000 from S&W. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World-Wide Weba-http://www.state:ma.us/dep-- - _..-.--- -. . - ��� Printed on Recycled Paper W 2 D. Additional information received at the Department on July 31, 2000, from S&W in response to the Department's Technical Review comments. E. Additional information received at the Department on October 3, 2000, from the Town regarding compliance with the requirements that all waste handling areas be set-back at least 250-feet from all private water supply wells. PROJECT DESCRIPTION The application documents detail the design and construction of modifications to be made to the existing small solid waste handling facility(Transfer Station) on approximately 13-acres of an 86-acre site located at 45 Flint Street,Marstons Mills,Massachusetts. The Transfer Station is located immediately adjacent to the closed Barnstable Sanitary Landfill which has a final cover and passive gas venting system. The subject of this permit application is the design, construction, operation,.and maintenance of the modified Transfer Station as described below. 0 Relocation and improvements to the recycling facility, Relocation of the yard waste and compost drop-off area, • Relocation and improvements to the Construction and Demolition (C&D)waste facility, • Relocation and improvements to the Municipal Solid Waste (MSW) facility, • Installation of a new weigh scale, and 0 Site work to improve traffic flow, stormwater management and the site aesthetics. 'Tr ansfer Station Permit(s) The Transfer Station was originally constructed in accordance with an Authorization to Construct permit (BWPSWl9,Transmittal#106671) issued January 12, 1996, and currently operates in accordance with an Authorization to Operate permit (BWPSW20, T#114379) issued July 10, 1996. This permit approves.a modification to these permits. Site Assignment On November 4, 1987, the Barnstable Board of Health issued a site assignment for a solid waste facility at the 86-acre property listed at parcel 002 on Assessor's Map 123 in accordance with Massachusetts General Laws, Chapter 111, Section 150A (M.G.L. C.111 S.150A). On June 6, 1995, the Barnstable Board of Health acknowledged and approved a modification to the site assignment allowing an alternative transfer station design. Handling Capacity The Transfer Station is permitted to accept an average of 30 tons per day and a maximum of 49 tons per day of municipal solid waste (MSW) and construction and demolition waste (C&D). The facility will be open five (5) days per week Tuesday through Saturday from 7:30 AM to 3:30 PM. MSW and C&D will be accepted only from residents of the Town of Barnstable. The Transfer Station includes residential drop-off for recyclables and compostables including, but not limited to; scrap metals, plastics, glass, newspaper, magazines, cardboard, leaf and yard waste, CRTs, fluorescent bulbs, and white goods. The Transfer Station will also manage tires,waste oil,mattresses, and propane tanks. Private Well Set-Backs Although the applicant had indicated in the July 31, 2000 submittal that an existing or potential private water supply exists within 250-feet of the Transfer Station waste handling, the private well was surveyed and found to adhere to the required set-back. This information was faxed to the Department on October 3, 2000, and shows that the private water supply well located at the property north of the Transfer Station owned by Demelo Brothers is set-back greater than 250-feet from all waste handling areas. Prior to constructing or operating the waste handling areas, the Department requires that the Town submit a plan sheet that is signed and stamped by a Professional Engineer showing the private well in reference to the Transfer Station waste handling areas(refer to Condition 15). J 3 Landfill Gas Control/Monitoring/Modeling As required by the Department, the applicant has presented several options for evaluating ambient air quality in the Transfer Station areas to ensure that the existing passive landfill gas venting system is not presenting a health risk to facility personnel and/or residents accessing the facility. The Town has three basic options in eliminating/evaluating potential risks poised by venting landfill gas in the vicinity of the Transfer Station (refer to Condition 16). • The Town must permit, construct and operate an active landfill gas collection and flare system to collect and destroy the landfill gas, • The Town must adequately characterize the raw landfill gas, conduct applicable dispersion modeling and compare the results to risk-based standards, or • The Town must conduct field screening, collect ambient air samples, and compare the results to risk based standards. FACILITY DESIGN The Transfer Station facility modification design as presented on the drawing entitled, Solid Waste Division, Transfer Facilities Design Drawing July 21 2000, includes a paved entrance off of Flint Street to a new scale, scale house, and the material handling areas. All access roads and material handling areas .will be paved and the facility will be secured with perimeter fencing and a locking gate at the entrance and the exit onto Barnstable-Osterville Road. The Transfer Station design includes the following components. • Municipal Solid Waste Transfer Area to. be located at the site entrance including four (4) new covered MSW compactors that will compact the MSW into roll-off containers. All MSW must be in covered containers at all times.The MSW will be hauled from the facility to the Yarmouth/Barnstable rail transfer station as needed and a minimum of once per week for disposal at the SEMASS resource recovery facility. + Metal and Bulky Recyclable Transfer Area to be located on the northwest side of the facility including scrap metal, white goods and other bulky recyclable handling and storage on pavement and in containers. The bullcy recyclables will be removed from the Transfer Station as needed and a minimum of once every 60-days. • Construction and Demolition Transfer Area to be located on the northwest side of the facility including tipping of construction and demolition waste on. a paved pad and storage in covered containers. All construction and demolition waste must be placed in covered containers by the end of the day. The construction and demolition waste must be removed for disposal at the Bourne Landfill or another permitted facility as needed and a minimum of once per week. • Recyclable Transfer Area to be located in the central area of the facility including an attendants station, a retaining wall with labeled containers for residential drop-off of recyclables, a swap shop, and various sheds and containers for other materials. The materials will be removed form the Transfer Station as needed and a minimum of once every 60-days. • Compost Area to be located along the southeast side of the facility including residential drop-off for leaves and yard waste and operation of the yard waste compost facility in accordance with plans dated June 2000 submitted for registration with the Department as a conditionally exempt compost facility. • Stockpile Area(s) to be located south of the facility in the soils excavation area including stockpiling and controls for temporary storage of street sweepings, catch-basin cleanings, and potential hurricane debris. The stockpile area may include the temporary storage of biosolids from the Hyannis Water Pollution Control Facility only in accordance with permit(s) issued by DEP's Water Pollution Control Division. These materials may only be utilized in accordance with Department policy, requirements, or permits and there shall be no speculative accumulation of these materials. For the purposes of this - permit; -speculative accumulation-of-these- materials is defined as any-volume of these- materials- - remaining on-site for more than 1-year. 4 The Transfer Station is designed to control stormwater run-off up to the 25-year, 24-hour rainfall event. All stormwater run-off from the facilities paved areas will be routed through deep hooded catch-basins prior to being discharged into leaching chambers for infiltration. All MSW will be in covered containers with no leachate discharge to the environment. APPROVAL CONDITIONS The Department has determined the application is satisfactory and in accordance with the authority granted pursuant to M.G.L., C.111, §150A, hereby approves the small handling modification permit application subject to the following conditions. 1. Notification: The Town shall notify the Department when modifications of the Transfer Station are initiated so that inspections can be scheduled. 2. Construction Compliance: The Town shall proceed with the Transfer Station construction in compliance with Department regulations, requirements, the Manual, or as specified by this permit. There shall be no deviation from the approved plan without prior written approval from the Department. 3. Construction Certification: The Town shall submit a construction certification report within sixty (60) days of completing modifications to the Transfer Station. The report shall include as-built drawings, quality assurance/quality control data, and written certification from the supervising engineer demonstrating that the construction was performed in accordance with Department regulations,requirements,the Manual, and the approved design. 4. Life of Permit: This design and operating permit modification for the Barnstable Transfer Station shall be valid for a period of five (5) years from the date of this permit. It may be renewed upon written request pursuant to 310 CMR 19.042 whereas a permit renewal application must be submitted at least 180 days prior to the date of expiration. 5. Regulatory CoMpliance: The Town shall operate and maintain the Transfer Station in accordance with 310 CMR 19.200 through 19.221, requirements for Transfer Station operation and maintenance and 310 CMR 19.043 Standard Conditions. Odors, dust, erosion, noise or other nuisance conditions shall be kept to a minimum. Measures shall be undertaken immediately to mitigate any potential impacts from nuisance conditions and operations shall be modified to prevent these conditions from reoccurring. 6. Waste Types and Tonnage Limits: The Town may operate the Transfer Station at the average rate of 30 tons per day and a maximum of 49 tons per day of municipal solid waste (MSW) and construction and demolition waste (C&D). The Town shall remove all solid waste from the Transfer Station a minimum of once per week. 7. Hours of Operation: The Town may operate the Transfer Station five (5) days per week Tuesday through Saturday from 7:30 AM to 3:30 PM. 8. Waste Inspections: The Town shall conduct waste inspections for banned waste and other unacceptable materials in .accordance with Department regulations and the Waste Ban Compliance Plan as submitted and approved by the Department on April 8, 2000. Routine operations shall include supervised unloading and inspection' of all waste for unacceptable materials including asbestos, hazardous materials, and waste ban materials. All unacceptable materials shall be managed in strict accordance the Waste Ban Compliance Plan and procedures contained in the operation and maintenance plan. 5 9. Facility Inspections: The Town shall provide for the Transfer Station to be inspected semi- annually by a registered Professional Engineer, or other qualified professional approved by the Department. An inspection report shall be submitted to the Department by a duly authorized individual no later than 7 days following the inspection. Pursuant to 310 CMR 19.043(5)(h), the Town should identify, in writing, all duly authorized representatives. The report shall address all aspects of the facility including the waste handling, compost and recycling operations, stormwater controls, and all other site features. The report shall indicate whether all items are in compliance, propose remedies and establish a schedule for correcting any problems. 10. Stormwater Controls: The Town shall operate and maintain all stormwater controls so that they properly function to prevent adverse impacts from operation of the Transfer Station. Inspection and maintenance of the stormwater controls shall be recorded in the daily logs and semi-annual inspection reports. The Town shall conduct all solid waste handling and recycling activities on paved surfaces. Any liquid discharge from MSW must be treated as leachate such that it is not released to the environment. 11. Records: The Town shall maintain daily logs at the Transfer Station .at all times to record the operational information required pursuant to 310 CMR 19.220 with copies periodically forwarded to the Board of Health. The Town shall retain copies of all personnel training records regarding operation and maintenance procedures, health and safety training, asbestos training, first aid, emergency procedures and any other training. All logs and records shall be available for Department review upon request. 12. Annual Report: The Town shall submit an Annual Report to the Department by February 15`h of each year which summarizes the facility operations for the previous calendar year on a form as provided by the Department. 13. Local, State, Federal Requirements: The Town shall fully comply with all applicable local, state, and federal laws, regulations, and policies, by-laws, ordinances and agreements. Applicable federal regulations include, but are not limited to, 29 CFR Part 1910, OSHA standards governing employee health and safety in the workplace. 14. Permit Limitations: The issuance of this approval is limited to the construction of a Transfer Station and does not relieve the Town from the responsibility to comply with all other regulatory or permitting requirements. The Department reserves the right to require additional assessment or . action, as deemed necessary to protect and maintain the environment free from objectionable nuisance conditions, dangers or threats to public health or the environment. 15. Private Well Set-Backs: Prior to constructing or operating the waste handling areas, the Town is hereby required to submit a plan sheet that is signed and stamped by a Professional Engineer showing the surveyed location of the private water supply well identified at the property owned by Demelo Brothers in reference to the Transfer Station waste handling areas. 16. Landfill Gas Control/Monitoring/Modeling: The Town is hereby required to complete one of the following actions to evaluate ambient.air quality in the Transfer Station areas to ensure that the existing passive landfill gas venting system is not presenting a health risk to facility personnel and/or residents accessing the facility. The Town shall submit a work plan and schedule to: (a) Permit, construct and operate an active landfill gas collection and flare system to collect and destroy the landfill gas, (b) Adequately characterize the raw landfill gas, conduct applicable dispersion modeling and compare the results to risk-based standards, or (c) Conduct field screening, collect ambient air samples, and compare the results to risk based standards. 6 APPEAL The Department has issued this permit modification approval pursuant to M.G.L., C.111, §150A. Any person aggrieved by this decision may appeal it pursuant to M.G.L., C.30A, §14. An appeal must be commenced no later than thirty (30) days from the date of this letter. Notice of an action or proceeding to appeal, including a statement of reasons, shall be served on the Department upon commencement of the appeal. In the event of an appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and modify the approval. If you have any questions or comments regarding this approval lette , feel free to contact me at(508) 946- 2833 or Chris Anderson at(508) 946-2834 or at the letterhead ad ess. Ve truly yo s, �y David -11i, of Solid Waste Manag ection E/CA cc: Barnstable Solid Waste Division 45 Flint Street,P.O. Box 37 Marston Mills,MA 02648 ATTN: R.McGhee, Supervisor Barnstable Department of Public Works 367 Main Street Hyannis,MA 02601 ATTN: M. Ells, Assistant Director Barnstable Health Department 367 Main Street Hyannis,MA 02601 Stearns &Wheler Environmental Engineers & Scientists 100 West Main Street,P.O. Box 975 Hyannis,MA 02601 ATTN: N. Weeks, P.E. DEP-SERO ATTN: A. Hemberger DEP-Boston ATTN: J. Doucett r OF Town of Barnstable s MAS& ' Department of Public Works MASS 'c ? lECAV�` 367 Main Street, Hyannis, MA 02601 Office 508-790-6300 Fax 508-790-6400 Thomas J.Mullen Superintendent November 23, 1998 Mr. Jeffrey E. Gould, Chief Division of Water Pollution Control Department of Environmental Protection, SERO 20 Riverside Drive Lakeville, Massachusetts 02347 Re: Permit Application for Land Application Certificate BRP WP 30, Application No.4 S&W No. 80280.0 Transmittal No. 139071 Dear Mr. Gould: Enclosed is the permit application for Land Application Certificate (LAC) (BRP WP 30) for Application No.4, for your review and approval. This permit application pertains to the land application of lime stabilized wastewater treatment plant biosolids blended with wood chips and composted yard waste(blended material)to two sites at the Town of Barnstable capped landfill. This permit application is the continuation of the Land Application Certificate for Permit No. 3. A Site and Project Description is provided in the application which summarizes the DEP approvals to date, site considerations, and planned methods to blend, store, and apply the blended material. If you have any questions regarding this submittal, please contact Mr. Nathan Weeks, P.E., at Stearns & Wheler Engineers in Hyannis, Massachusetts, at 508/790-1707, or my office. Very truly yours, homas J. M e Superintend t, DPW cc: w/full enc. Mr. Richard Rondeau, DEP, SERO Mr. A. Lawrence Polese, DEP, Millbury Training Center Mr. Mark Ells, Town of Barnstable, DPW Mr. Peter Doyle, Town of Barnstable DPW, DWPC (two copies) Mr. Nathan C. Weeks, Stearns & Wheler, LLC Barnstable Board of Health i v Mr. Robert M. Carr, Stearns & Wheler, LLC JA80280bar\App4\G0ULDLTR.doc BRP WP 30 APPLICATION NO. 4 LAND APPLICATION CERTIFICATE TOWN OF BARNSTABLE, MASSACHUSETTS SUBMITTED NOVEMBER 1998 J:\80280bar\App4\COVER30.doc • BRP WP 30 PERMIT APPLICATION NO. 4 LAND APPLICATION CERTIFICATE SITE AND PROJECT DESCRIPTION November 5, 1998 INTRODUCTION. The Town of Barnstable (Town) has successfully used lime stabilized biosolids produced at the Hyannis Water Pollution Control Facility (WPCF) blended with wood chips and composted yard waste (blended material) as top soil in the construction of a landfill cap at the Town's municipal landfill and on adjacent Town owned land. The Town still has a need for top soil on Town property adjacent to the capped landfill and on the landfill cap, and would like to permit the lime stabilized biosolids and blended material for land application on these areas. This permit application provides a description of the land application sites, the soils, and the blended material to be applied; and provides the calculations required by 310 CMR 32 to determine the maximum amount of blended . material to apply to the site. This permit application Site and Project Description provides background on the project and previous land application of blended material; identifies the planned biosolids reuse; presents the land application sites; and describes planned methods for land application. The Approval of Suitability for Beneficial Use, (BRP WP 29) approved on May 6, 1998 provides analytical data for the lime stabilized biosolids and blended material, and received DEP classification of those materials as a Type II material in accordance with 310 CMR 32.00. BACKGROUND. Since 1991,the WPCF has produced lime-stabilized biosolids for disposal and use at the Barnstable landfill. In 1994, a mixture of lime stabilized biosolids, wood chips, and composted yard waste (blended material) was applied to the steeper slopes of the landfill as an intermediate cover. This blended material was applied in a six inch layer,provided erosion control, and supported a vigorous crop of grass. As part of the Town's Landfill Capping Project, a six to ten inch layer of blended material has been used as the vegetative support layer (topsoil layer) in the final landfill cap. The lime stabilized biosolids and blended material have been permitted as a Type II material under Application No 1, No. 2 and No. 3 for biosolids produced from January 1993 through December 1999. The following table summarizes the permit applications and DEP approvals to date. • 1 h µ 77 pp iH. ,v�mS,4���:d��r��i�i�"�'�-a,✓�d��T,+r ��U e ��L+33i,�.. 4b I x }- �'ik��M / Yrj�� 9,� i^'3 � �.. H a DEP Application Permit Transmittal Submittal Approval Number(1) Permit Name° Number Number Date Date 2 Sampling BRP WP 28 106131 September April 22, and Analysis 20, 1995 1996 Plan 2 Approval of BRP WP 29 115182 May 15, July 16, 1996 Suitability 1996 2 Land BRP WP 30 138219 August 13, October 15, Application 1996 1996 Certificate • 1 Sampling BRP WP 28 106131 September April 22, and Analysis 20, 1995 1996 Plan 1 Approval of BRP WP 29 115181 May 15, May 7, 1997 Suitability 1996 1 Land BRP WP 30 139161 February 3, May 7, 1997 Application 1996 Certificate 3 Approval of BRP WP 29 136211 January 30, May 6, 1998 Suitability 1998 AOS 3 Land BRP WP 30 106005 January 30, June 2, 1998 Application 1998 Certificate (LAC) Note: Application No. 2 pertains to biosolids produced from January 1993 through September 1995. Application No. 1 pertains to biosolids produced from October 1995 through December 1997. Application No. 3 (AOS)pertains to biosolids produced from December 1997 to December 1999. Application No. 3 (LAC)pertains to blended material to be applied from June 2, 1998 through June 1, 1999. • 2 Analytical data submitted as part of these two previous applications demonstrates that the lime stabilized biosolids and blended material meets State and Federal regulations for a Type II material which has allowed the material to be used as the topsoil layer of the landfill cap. The analytical data also demonstrates that the lime stabilized biosolids and blended material meets Federal requirements for a Type A (USEPA Classification) material which would allow the material to be used on less restrictive sites. A summary of metals, PCBs, and nutrients data presented in the Approval of Suitability (AOS) applications for Application No.1 and No.2, is included in Tables A and B, respectively. A summary of the TCLP data presented in Application No.l and No.2 is included in Table C. A summary of Part 503 biological analyses is included in Table D. All tables are located at the back of this permit application narrative. Since 1992, the Town of Barnstable has maintained a disposal contract for disposal of thickened liquid biosolids at a regional disposal facility. The Town has used this contractual arrangement in the past to dispose thickened liquid biosolids when dewatered biosolids could not be taken to the landfill. A new biosolids blending and storage area has been constructed on top of the landfill cap where lime stabilized biosolids will be blended with wood chips and composted yard waste, and stored until the time of land application. A letter to DEP dated November 26, 1997, requested approval to store biosolids at this area, and provided a plan and schedule for the storage and use of the biosolids. DEP • has provided verbal approval of this plan and schedule. PLANNED BIOSOLIDS REUSE. The Town of Barnstable plans to maintain a contract for disposal of thickened liquid biosolids at a regional disposal facility. This contract will be competitively bid, and will be utilized on an as needed basis. The Town also plans to continue with biosolids beneficial reuse similar to the reuse at the landfill. The Town has prepared this Land Application Certificate for land application from June 2, 1999 through June 1, 2001. This permit application is referenced as Application No. 4, similar to the submittals for Application No. 1, No. 2, and No. 3 discussed in the background. The Town has two main uses for the blended material. A nine acre site adjacent to the landfill (Soils Excavation Area)has been used as a source of soil material for the landfill capping process and the Town plans to use blended material as topsoil for the graded site: 1.4 acres of this site had blended material applied to it in May 1998 as part of the Application No. 3 LAC. A four acre portion(4 Acre Area) of the landfill cap (located at the southern area) was permitted to receive blended material under the Application No. 3 LAC, but has not yet been used due to a greater need for blended material at the other site and a shortage of blended material. These two sites are described below. Approximately 2,000 cubic yards of blended material will be applied on 2.5 acres of one or both of these two areas as part of Application No. 3. Therefore, approximately 9.1 acres is available for blended material under Application No. 4. Approximately 2,280 cubic yards of blended material • 3 • will be land applied during Application No. 4, based on an average blended material product rate of 190 cubic yards per month as observed from December 1997 through October 1998. This quantity of blended material is estimated to utilize 2.8 acres of the 9.1 acres available based on an application rate of 800 cubic yards per acre. LAND APPLICATION SITES. There are two sites identified for land application of blended material. Each of these is shown on Figure 1 and identified below. Soils Excavation Area. The Soils Excavation Area is located south of the landfill on a property purchased to provide soils material for the landfill capping process. The site is eight acres in area, relatively flat, and contains sandy soils. The Town wants to use the flat area as athletic fields in the future. Two types of land application are planned for the Soils Excavation Area. The flat portions will have the blended biosolids worked into the soil with a tractor drawn cultivator (tilled application). A portion of this area is planned for athletic fields; and there is a minimal risk of erosion for this area. • This area will be seeded with annual rye in the spring and winter rye in the fall to produce a crop of grass, promote further stabilization of the blended material,take up nitrogen, and prevent erosion. After one year following land application, it is planned that the area will be fine graded and top- dressed with screened loam to produce the athletic field. The slopes at the northeastern portion of the Soils Excavation Area will have the blended material applied on the surface (surface application) in a six-inch layer similar to the topsoil layer applied on the landfill cap. This type of application provides the best erosion control because the blended material is much more erosion resistant than the sand subsoil or a mixture of sand and blended material. This area will be seeded with a mixture of perennial rye, clover, and other grasses to produce a thick cover of grass, take up nitrogen, and provide erosion control. This area was permitted to receive a six to ten inch layer of blended material under the Application No. 3 LAC. 4 Acre Area. The four-acre area is located on the southern portion of the landfill cap. The site is four acres in size, and has a slope of approximately ten percent. This area was originally permitted to receive a six to ten inch layer of blended material under Permit Applications No. 1 and 2. Natural topsoil stripped from the Soil Excavation Area was applied to this site instead of the blended material. A cross section of the landfill cap in this area is presented in the tab marked"Landfill Cap Detail". • 4 • The topsoil is sandy loam and a soil analysis is included in Appendix A. A Soil Conservation Service (SCS) map is attached at the "SCS Map"tab. This area was permitted to receive a six to ten inch layer of blended material under the Application No. 3 LAC. BIOSOLIDS TRANSPORTATION, BLENDING,AND APPLICATION. The lime stabilized biosolids are produced three to four days per week from the Hyannis WPCF. Dewatered biosolids are mixed with quick lime in a pug mill to produce a homogeneous stabilized mixture. The lime stabilized biosolids then discharge into a watertight container for transportation to the Blending and Storage Area at the capped landfill (shown in Figure 1). The lime-stabilized biosolids are blended on a one to one basis with wood chips and composted yard waste, and stacked into windrows. The windrows are covered with tarps to minimize runoff. Approximately once every two months,the tarps are removed and the windrows are turned and mixed by a front-end loader to produce a homogeneous blend. Approximately 2,280 cubic yards of blended material are estimated to be produced during the land application period(June 2, 1998 through June 1, 1999) of Application No. 4. This flow of blended material will cover approximately 2.9 acres of land with a six-inch layer. • The blended material will be applied in May and September each year. The blended material will be loaded into trucks and dumped on the application site being used. The material will be spread in a six-inch lift and seeded for the areas designated for surface application. The material will be worked into the soil for those areas designated for tilled application. The areas will then be seeded and mulched, and hay bales will be used above all swales to trap sediment. VARIANCE REQUEST TO ALLOW SURFACE APPLICATION OF THE BLENDED BIOSOLIDS. The regulations 310 CMR 3 2.00 require that a Type II material must be incorporated into the soil within 48 hours unless additional stabilization requirements have been met in accordance with 310 CMR 32.81. The regulations of 310 CMR 32.81 do not categorically include lime stabilization as an acceptable process for additional pathogen reduction, or the USEPA expression of a process for further pathogen reduction (PFRP). The regulations of 310 CMR 32.81 do allow PFRP status for "Other Methods"which provide pathogen reduction and vector attraction to an extent equivalent to other methods listed in 310 CMR 32.81. It is noted that the fecal coliform count of the pre-blended lime stabilized biosolids is less than 20 per 100 ml (see Table D). This fecal coliform count is well below the threshold of 1,000 fecal coliform colonies/gram dry weight for the Class A requirement as specified in the USEPA 503 regulations. Other 503 analyses summarized in Table D indicate that the biosolids are well stabilized. • 5 • The Town would like to request a variance to the requirement that the blended material be incorporated into the soil within 48 hours of application. We would prefer to apply the blended material in six-inch layer on top of portions of the land application sites. This variance is requested for the following reasons. 1. The lime-stabilized biosolids meets vector reduction requirements for a Type A material as described above; therefore, it should not pose a health risk. 2. The public will be restricted from the application site. 3. The blended material will provide the best erosion characteristics if it is applied to the surface and not incorporated into the soil. A similar variance request for Applications No. 1, 2, and 3 was approved by DEP because the blending of the biosolids satisfied the intent of the incorporation. FINDINGS. The findings of the land application calculations indicate that both sites are suitable for applications of six inches of blended material without adversely impacting the environment and public health. • This project will allow the beneficial reuse of wastewater treatment plant biosolids which would have otherwise been burned in an incinerator in Rhode Island or buried in a New Hampshire landfill at a substantial cost to the users of the Hyannis WPCF. The project also avoids the high cost of topsoil purchase to revegetate the land application sites. J:\80280bar\App4\NAR30.doc • 6 0TABLE A ANALYTICAL RESULTS SUMMARY Metals,PC11sand Nutrient Analysis BRII WP29,Application No. I Town of Barnstable,Massachusetts L inie-S(ahilized Bi)Solids Blended Data submitted in this application(Table 1) Bibsolids Barnstable Sample No. J-2132 J-2209 J-22 10 1 .1-2264 J-23 10 J-2389 J-2451 J-2501 J-2565 J-2640 1-2535 Date Samplcd -wf-�i95 I 2i5195 12/5/95 3/14/96 6/26/96 9/27/96 1/13/97 3/25/97 7/1/97 10/15/97 35556 flTtc Sludge Produced 6/95 12/95-3/96 3/96-6/96 6/96-9/96 9/96-12/96 12/96-3/97 F3/97-6/97 7/97-9/97 - 9/95 10/95-12/95 1 ON�--1 10/95-12/95 Pile(S)Sampled Pile L Pile M(1) Pile M(1) Pile M Pile N lab mix lab mix lab mix lab mix lab mix Pile FF Analytical Lab Name Geolabs Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Toxikon Alpha Toxikon No----- ---3--6-467-- -1--J-2--2--1-0-----5---2-2--6-4------O-I-J---2-3-10-- -Toxikon 9 --1---J--24-5-1---1---J--2501 J-2565 J-2640 J-2535 Analysis Results: 12 13 13 12.5 12.6 11.4 12.5 12.6 12.4 9.3 8.4 %so us- Jf -,-34--.9--- 3--6-.-4- 419- -3--6--6 -30-7--,- -3 4-L­8 36-4 4-2 56 -7- ---i5400 27600 1�000 6850 so-so6 rot-N (mg/kg) 9900 8910 7270 0 900 'BOO 9000 -ATI,Ina--N- (mg/kg)- --2--13-0----- -9-7.-9-,- -T 7---.2----"- 170- --1--0-7-0-- 2 0-0 -5 0--- -6 A-9 --- 12100 730 113 Iq i�tN (mg/kg) 3.32 lid n( lid lid nd lid lid lid 6.8 71.1 (mg/kg) 366 425 482 1 150 1700 50 1170 2360 3710 1000 2430 foo---1427 1183 1185 12,10 1730 1180 1993 1850 lid 641 0.-95 - -0.8 (mg/kg) .82 nd lid lid 1.36 .4.56 4 C 9 i Cr (mg/kg) lid 1 10.4 13 9.95 8.36 7.6 7.84 Cu (mg/kg) 561 388 364 I 121 4.66 ----497 307 418 252 380 149 lid 0.832 51.5 60 36.4 Pb -Tmj/k--g) 2 T1g (mg/kg) 0.27 1.67 lid I lid lid 1.55 1.15 2.13 1.04 1.6 0.695 Ni (mg lid lid 6.97 lid lid nd 6.7 g) 4.81 nd 2.64 ---216 265 I 151) 302 340 289 3.01 324 540 3.11 -- 3.62 113 29 1 6T n d nd lid Boron (mg/kg) n/a 4.87 4.47 8 8.17 nd 40.4 14.3 35 nd 5.03 PCBs-- (nig/kg) lid lid nd lid lid nd lid nd lid nd lid n nd 1.2 nd Arsenic (Ing/k-g) n/a lid lid nd lid nd Selenium (mg/kg) -ji/a lid lid lid nd nd lid lid nd 1.7 lid Notes: 1.Indicates duplicate sample. TAl1-AD12.XLS,Tablc A Stearns&Wheler,LLC 1/16/9 9,2:26 PM,N C W Environmental Engineers and Scientists • 0 TAR I,E 11 ANALYTICAL iuEsui:rs SUMMARY Metals,PCBs and Nutrient Analysis I3RPWP29,Application No.2 Town of Barnstable,Massachusetts Li...e-stabilized Blended Barnstable Sample No. J-2132 J-2 133 I 1-2138 J-2 143 J-2174 J-2175 J-2176 3-2177 J-2260 J-2261 1-2262 J-2263 ........... - Date 9/13/95 9/7/95 10/2/95 10/2/95 11/16,195 I*T16N5 /ITM I F1 I 6MT 3/14/96 :I/h 4/96 3/T4796 3/14/96 Date Sludge Produced 6/95-9/95 6/95-9/95 4/93-6/93 9/94-i 1/94 9/93-2/94 9/93-2/94 2/93-8/93 2M-8/93 -9/93-2/974 2/93-8/93 2/94-11/94 12/94-9/95 Sampled Pile L Pile L Pile I' Pile j Pile AA(1) Pile CC(1) Pile AA(1) Pile CC(1) Pile AA Pile CC Pile DD Pile EE - Analytical Lab Name Geolabs Geolabs Aqua Air Aqua Air Toxicon Toxicon 'Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Lab Sample No. 36467 36468 1518-1 1518-1 J-2 174 J-2175 J-2176 J-2 177 J-2260 J-2261 J-2262 J-2263 Analysis Results:16:- PF-1- 11.55 1.72 1.0' 1 0.2 12.4 11.6 8.7 10.5-93 8.6 -so li-j-s 31 &5 36.(F3 16.412 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 6 F6 1820 _U 0 1180 C -----------�96 1210 Anim-N (mg/kg) 2130 122 238 570 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 3. 376 nd 4.25 19.8 167 --3.32 51 njTkj) nd 366 --- nd nd nd 4000 6670 5300 4600 1680 2700 3136 1310 iT 6 1045 837 1049 1505 2090 1150 566 7 1718 1243 1239 9--2*38 2.88 2.29 2.62 8.07 d nd --199 222 _g) 09-7.19 5.22 5.75-19.1 nd 5.74 13 12 __5�51 --3.32 4.57 -jF 4 237 164 Ifn--(�i 69g 27.1 -35 4 34.0 24.3 37.1 30.5 - 34.2 -("-Ig/k--g) --0.270-0--- 93 75 0.-102-0-,-1.0-4 0.98-7 -0.-5-0-6- -2.-6-3 nd -3.Z2 0.706 0615 nd nd Ni - 5.17 10 nd nd nd nd nd nd nd 13.1 ----Zn (mg/kg) 309 235 355 -320 1 135 112 I50 115 113 172 92.5 Pdo (mg/kg) 188 < I < 1 1.82 nd nd 1.75 nd -nd nd nd (mi/-k-g)- n/a nd nd I1.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 PCBs--Cmig'ikg-j nd nd nd nd nd Arsenic (mg/kg) n/a n/a 2 2 nd lid nd nd nd -nd-nd nd Selenium (mg/kg) n/a n/a rid nd nd nd rid nd-- nd nd--nd nd Notes: 1)Indicates duplicate samples. 1ABAW2ALS.Table It Stearns&wheler,LLC 1/16/98,2:15 11M,NC%V Environmental Engineers and Scientists TABLE Analytical Results Summary TCLP Analysis • BRP WP 29,Application Nos.1 and 2 Town of Barnstable,Massachusetts Dewatered Biosolids Lime Stabilized Biosolids blended with wood chips and composted (not lime stabilized) (lime stablilized) yard waste Barnstable Sample No. n/a n/a n/a Date Sampled 9/9/94 n/a 9/9/94 Date Sludge Produced Aug-94 Jun-95 Oct 1995-April 1996 Pile(s)Sampled Conveyor Conveyor FF Analytical Lab Name Alpha Analytical Mitkem Toxicon Lab Sample No. L9406572 B134-01 OIJ-2309 (results in mg/1) Arsenic <1.0 <0.0200 <0.5 Barium 0.6 <0.2800 1.02 Cadmium <0.1 <0.0040 <0.1 Chromium <0.2 <0.0100 <0.1 Lead <0.5 <0.0220 <0.1 Mercury <0.01 <0.0003 <0.005 Selenium <0.5 <0.0300 <0.3 Silver <0.1 <0.0200 1 <0.1 Endrin 2.001 <0.00033 <0.01 Lindane <0.001 <0.00017 <0.01 Methoxychlor <0.002 <0.0017 <0.01 Toxaphene <0.01 <0.0170 1 <0.01 2,4,-D <0.005 <0.00033 <0.001 274,5-TP <0.005 <0.0000331 <0.001 • Benzene <0.005 <0.0100 <0.01 C-TetraChloridc <0.005 <0.0100 <0.01 Chlordane <0.01 <0.01701 <0.01 Chlorobenzene <0.018 <0,0100 <0.01 Chloroform <0.0075 <0.01001 <0.01 0-Creosol n/a nia n/a NI-Creosol n/a n/a n/a p-Crcosol n/a n/a n/a Creosol 3.t 3 0.059 <0.04 1,4 Dichlorobenzene <0.05 <0.0330 <0.04 1,2 Dichloroethane <0.0075 <0.0100 <0.01 l,l Dichloroethylene <0.0075 <0.0100 <0.01 2,4 DinitroToluene <0.045 <0.0330 <0.04 Heptachlor <0.001 <0.00017 <0.005 Heptachlor Exoxide n/a n/a <0.005 Hex achlorobenzene <0.033 <0.0330 <0.04 Hexachlorobutadiene <0.096 <0.0330 <0.04 Hexachloroethane <0.06 <0.0330 <0.04 Ylethyl ethyl ketone <0.05 <0.0100 <0.01 Nitrobenzene <0.0228 <0.0330 <0.04 Pentachlorophenol <0.1104 <0.0830 <0.04 Pyridine <0.3 <0.0330 <0.04 Tetrachloroethylene <0.0075 <0.0100 <0.01 Trichlorethene 1 <0.005 <0.0100 <0.01 2,4,6 Trichlorophenol <0.033 <0.0330 <0.04 2,4,5 Trichlorophenol <0.057 <0.0830 <0.04 Vinyl Chloride <0.018 <0.0100 <0.01 • TAB-BC2 KLS,Table C Stearns&Wheler,LLC 1/16i9S.2:1 7 RiI Environmental Engineers and Scientists ABLE D ANALYTICAL RESULTS SUMMARY Part 503 Analyses Town of Barnstable, Massachusetts Lime-Stabilized Biosolids j Barnstable Sample No. J-2390 J-2452 ( J-2502 J-2640 J-2563 Date Sampled 9/27/96 1/13/97 3/25/97 10/15/97 May-97 Date Sludge Produced 6/96-9/96 9/96-12/96 12/96-3/97 I 7/97-9/97 Apr-97 Pile(s) Sampled I lab mix lab mix lab mix lab mix lab mix Analytical Lab Name Inchcape Inchcape Wood's Hole Alpha NEL Analysis Results: I j Solids I 35.9 Fecal Coliform(1) 1 (MPN/100m1)I <20 <20 I <20 <1.9 Salmonella(2) (#/4gm) <2.2 Viable Helminth Ova(3) (WN/4gm) <1 Enteric Virus(4) ! (PFU/4gm) j i <1 Notes11) Standard Meathods 9260G I i2)Zinc Sulfate, Density Gradient(Yanko, WA,1988) & EPA 600/1-87-014 13) Plaque Assay/EPA-600/4-84-013 (R11), ASTM D4994-89 • TAB-AD12.XLS, Table D Stearns & Wheler, LLC 1/16/98, 2:39 Plot, NCW Environmental Engineers and Scientists Massachusetts Department of Environmental Protection 13 9 371 Bureau of Resource Protection—Water Pollution Control Transmittal# BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size Instructions BRP WP 32 Renewals or Modifications to Land Application Certifications Please print or Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the type the requested Land Application of Sludge or Septage information in the spaces provided. I General Information BRP WP 30 Permit No. 4 1. Which permit are you applying for? 3. Site owner. Town of Barnstable D.P .W. L�BRP WP 30 ❑BRP WP 31 O BRP WP 32 Name 367 Main Street AppOd Number Address November 1998 Hyannis , 02601 Aare al appblca6m Ciwrown/Iv code 2. Applicant: 5. Contact Person: Town of Barnstable D.P.W. _ Thomas J. Mullen, Superintendent Name Nacre 367 Main Street 367 Main Street, Hyannis MA 02601 Add= Addmss Hyannis , MA 02601 508/790-6300 508/790-6400 CiVrown/Ip mde Tebep"number FAX number 3. Facility generating the sludge/septage: 6. Date of DEP Approval of Suitability: Hyannis WPCF May 6 , 1998 Nacre orkdldy Class'rfication: ❑Type 1 91 Type II ❑Type III Address Hyannis , MA 02601 — ?. Stabilization Variance: O Yes ff No Ciry/row.T,p code Site Information 1. Number of acres: 4. Slope of site to be landspread 71 . 3 20 ro4ed In bfar property 1 "Xdmum pbunlapt 5 z In S . 1 available a Tote ranasweai rims 4e e n e s u g e b. Average pemenbage material 2: Type of zoning for. 5. Soil Characteristics of Application Site (If SCS Soil Survey is not published,contact regional Soil Conservation office Barnstable Landfill/Institutionafbrinformation): See Site & Project abledbaxt rnga4 Description Industrial, vacant, residential a. USDA Soil Conservation Service Soil Name(mapping symbol): I Abudug proWks See Figure 6-3 for Land Use See SCS Map . (Pg. or CdD) 3. What are the surrounding land uses? Industrial , residential , b. USDA Soil Conservation Service Sol Texture Designation: commercial , vacant Sand or sandy loam Page 1 of 9 Rev.04 Massachusetts Department of Environmental Proteotlon 1390.71. Bureau of Resource Protection—Water Pollution Control Transmittal# BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres In Size qW BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size BRP. WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Site Information (coot.) c. USDA Soil Conservation Service Physical and e. Depth to bedrock . Chemical Properties: N > 100 ' N/A > 20 in/hr. feet DeprA N/A perrroalilriN 5 . 1 (sand) ; 5 . 2 (Sandy loam) * Arallable WAtCa=iy pN 6. Distance to nearest Txo�ipal well(s): low shrink-s)wi Polenlial K=0. 1, T=5 A — 6avwFamrs HKrolopicGroap Distance to nearest private well(s): N/A for sandy loam; 650 LYpin to H.,b"V Table 15 ' for sand -* kel d. Soil Chroma Using Munsell Color Notation, (if(mown to applicant:otherwise to be determined by 7. Distance to nearest surface water site investigation by DEP with applicant): 1 , 750 1) Mottles with chroma of two or less over five leer percent or more of soil within three feet of ground surface? Is the surface water(s)a public drinking water supply(class O Yes ❑ No N/A A water)? 2)Dominant color of soil matrix within three feet of ❑Yes 13 No ground surface has chroma of one or less and mottles cover less than five percent of surface area? ❑Yes ❑ No N/A * The "sand" sample is for the Soils Excavation Area ; the " sandy loam" -.is for the 4 Acre Area . Soil Analysis Attached in Appendix, A for each of the two soil types and areas evaluated . Append copy of Soil Analysis which includes the following parameters: • pH ' • total chromium(Cr), • cation exchange capacity(CEC), • total copper(Cu), • total nitrogen(N), • lead(Pb), • ammonium nitrogen(NH4),, • mercury(Hg), nitrate nitrogen(NO3),total phosphorus(P), - nickel(Ni, • potassium(iq, • zinc(Zn), total cadmium(Cd). • PCB's(if sludge or septage contains 2 ppm or greater). Page 2 of 9 Rev.8l94 Massachusetts Department of Environmental rrorecv.on it 3 9 0 71 Bureau of Resource Protection—Water Pollution Control T12nsminalf BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size • i BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage JJ Site Control Measures See "Erosion Control Plan'.' 1. Will erosion control or run-off prevention practices be 2. Are drainage practices necessary? necessary? '❑ fes No If so,describe measures: ZI Yes ❑ No If so,describe: Sludge to be mixed w/woodchips & yard waste to provide erosion control characteristics . Mulch & hay bales to be used. Crop Information 1. type of crop to be grown: 3. approximate date of planting harvesting: High yield grass for erosion Plant in ' Sprina and F.al.l -- - control. mow in Summer . 2. crop nitrogen needs: 4. intended use of crop: 100 to 300 for W&R and FC Erosion control .&Avv See Permit Appl . Table 3 Grazing Information 1. Type of animal: 4. Amount of time between land application g: n and grazin N/A N/A Numdd dday� 2. Approximate size of herd: 5. Do grazing animals receive supplemental feed? N/A. ❑Yes ❑ No If yes,how much and what type? 3. Duration of grazing period: N/A N/A _ Land Application Calculations 1: Please attach completed app Gcation rate worksheet 3. Proposed Method of Apprcation: attached in Appendix A(i.e.all calculations must be ❑ Surface Spreading completed as part of this submittal ❑ Surface Spreading followed by incorporation ❑ Subsurface injection 2. An date of apprcation: mother (please describe): September 1998_ & May 1999 Mix (blend or incor orate) sludge `Zy with wood and yard waste & _ , chips spread the blended material in six to ten inch layer . Blended material will Page3of3 Rey04 be incorporated into the soil on portions of the Soils Excavation Area . See Figure- 1 . Massachusetts Department of Environmental Protection J 9 0 71� Bureau of Resource Protection—Water Pollution Control transmittal! BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size Oki BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulalions for the Land Application of Sludge or Septage Transportation 1. Transporter. 4. Method of Transportation. Describe vehicle type(dump truck,tank truck,etc.)and measures taken to avoid leakage Town of Barnstable D.P .W. 4ndspillage: Name 367 Main Street See Site and Projec Address Hyannis MA 02601 Description CilylroovTo Cade 508/790-6300 _ Teleplrone Number 2. Approximate date(s)of transportation: See Site ',p-tion 3. Estimated number of trips per date of transport: See Site and Project Descrip-tion Approval Section (To be filled out by DEP) Disposition: 1. ❑ Approved as Submitted 5. Approved total cumulative application limit: 2. ❑ Approved as Amended lbsCxre Condidorts 6. Site availability: NumOerd yeas 3. Source(s)of sludge or septage to be land applied: ? Application denied? ❑Yes ❑No 0merorOP67br Reasons)krdeni# laadon A=wt b be Obt&W' Type 8. Disposition by sl Dak dQEPApproral pia 4. Approved annual rate of application: Daoo1AcP-cd0( ibmmy. iDs/xre ❑Type II ❑Type III Page 4 of 9 Rev.&S4 ro ro �. o � H r x I n e �� a- ;y- '��{ 0 Massachusetts Department of Environmental Protection o Bureau of Resource Protection—Water Pollution Control Transmittal j BRP WP 3O Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size I BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section A — Slui'ige and Soil Data Gov- Scat -s F cC v Ar/on/ Worksheet for Calculating Annual and Cumulative Application Rates All calculations must be inctudeU with Land Application Certificate: Sludge' SludgeOur Your 1 Composition Example Sludge Z Total N 5% ©.Z. % Ammonium N 2% 0.1 % Nitrate N 0% 0.() % P 2% ©. % K 0.1% 0, % Zn 3000 ppm l�—ppm • Pb 500 ppm 313 pm Cu 1000 ppm I qqppm Ni 50 ppm _r, r Ppm Cd 20 ppm ppm PCs's 2 ppm 01 0 ppm ' Reported on a dry weight basis(mgAg) Appendix A, Section A — Soil Information our Example P Your Soil Texture Loam SOl Soil pH 6.5 Cation Exchange 12 meq/100g 0,1:_meq/1009 Capacity(CEC) D Available P 25 Ibs/A JWA-/P�� Exchangeable K 50 Ibs/A ` -b&k #k- T6-4A Pb.' 33 ppm PCB's „ <0.5 ppm Mo ppm NC IeS e 1>< hczS o A� 11 b lx wAe�,'F l I Page 5 of 9 Rev.S/94 GFca a%CP.v'a t' Zlle c l i zo ►S ( 0 W r�. Wood �p 5 cn-�( Wvsk U i • • TABLE-E ANALYTICAL RESULTS SUMMARY Metals, PCBs and Nutrient Analysis Blended Biosolids Town of Barnstable,Massachusetts Blended Biosolids Barnstable Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Date Sampled 11/16/95 11/16/95 11/16/95 11/16/95 3/14/96 3/14/96 3/14/96 3/14/96 35556 Date Sludge Produced 9/93-2/94 9/93-2/94 2/93-8/93 2/93-8/93 9/93-2/94 2/93-8/93 2/94-11/94 12/94-9/95 10/95-12/95 Pile(s) Sampled Pile AA(1 Pile CC (1) Pile AA(1) Pile CC(1) Pile AA Pile CC Pile DD Pile EE Pile FF Analytical Lab Name Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxikon Lab Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Average Analysis Results: pH 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 8.4 %solids 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 56 52.7 Tot-N 2860 1980 1610 2300 1820 770 1180 1210 6850 2286.7 Amm-N 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 113 625.0 Nit-N 88.0 53.6 73.9 37.6 nd 4.25 19.8 nd 71.1 38.7 Tot-P 4000 6670 5300 4600 1680 2700 3130 1310 2430 3535.6 K 1718 1243 1239 1326 1045 837 1049 1505 641 1178.1 Cd nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 0.8 2.7 Cr 5.55 5.32 4.57 5.09 7.19 5.22 5.75 19.1 7.84 7.3 Cu 197 190 174 220 219 194 237 164 149 193.8 Pb 35.2 34.2 27.1 35.4 34.0 24.3 37.1 30.5 36.4 32.7 Hg 0.506 2.63 nd 3.22 0.706 0.615 nd nd 0.695 0.9 Ni nd nd nd nd nd nd nd 13.1 2.64 1.7 Zn 122 135 112 150 115 113 172 92.5 113 124.9 Mo 1.82 nd nd 1.75 nd nd nd nd nd 0.4 Boron 11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 5.03 8.3 PCBs nd nd nd nd nd nd nd nd nd 0.0 Arsenic nd nd nd nd nd nd nd nd nd 0.0 Selenium nd nd nd nd nd nd nd nd nd 0.0 Vj Notes: 1. Indicates duplicate sample. TAB-E.XLS,Table E Stearns& Wheler, LLC 1/29/98, 7:56 AM,NCW Environmental Engineers and Scientists SOIL ANALYSIS REPORT FOR RESEARCH �� 6�,� 01/09/98 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: S980105-106 WEST EXPERIMENT STATION BAG NUMBER: 35084 UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 DATE SENT: • SOIL WEIGHT. 8 . 08 9/5cc STEARNS & WHELER/HATE WEEKS CONCERNS : 100 W. MAIN STREET HYANN I S , MA 0 2 6 01 - ---------------------------- -- - - - ANALYSIS REPORT FpR. S AW p S RhPL P- P pD m SAMPLE ID : EXC AREA SOIL TYPE: SOIL PH 5 . 1 ALUMINUM (AL) : 55 PPM (Soil Range: 10-300) BUFFER PH 7 . 3 ORGANIC MATTER: 0 . 2 %. Desirable range_ 4-8%. NUTRIENT—LEVELS:—PPM_; LOW MEDIUM HIGH VERY_HIGH PHOSPHORUS (P) 1 POTASSIUM (K) 7 ; X CALCIUM (CA) 13 MAGNESIUM (MG) 3 AMMONIUM (NH4-N) 1 ; XX NITRATE (NO3-N) 3 ; XX CATION EXCH CAP PERCENT BASE SATURATION 0 . 1 MEQ/100G K=15 . 7 MG=18 . 6 CA=65 . 9 • MICRONUTRIENT PPM SOIL_RANGE MICRONTUTRIENT PPM SOIL_RANGE Boron (B) 0 . 0 0 . 1-2 . 0 Copper (Cu) 0 . 1 0 . 3-8 . 0 Manganese (Mn) 0 . 8 3 - 20 Iron (Fe) 4 . 3 1 . 0- 40 Zinc ( Zn) 0 . 1 0 . 1- 70 EXTRACTED LEAD (PB) 1 PPM. ESTIMATED TOTAL LEAD IS 43 P-PM. EXTRACTED CADMIUL (CD) 0 . 0 PPM. . EXTRACTED NICKEL (NI ) 0 . 0 PPM. EXTRACTED CHROMIUM (CR) 0 . 0 PPM . ---------------------------------------------------------------------------- COM TENTS •COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST . I 132al TOTAL METALS ANALYSIS REPORT 01/09/98 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T980109-109 WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 • STEARNS & WHELER, LLC 100 WEST MAIN ST/P.O. BOX 975 HYANNIS , MA 02601 ANALYSIS RESULTS FOR SAMPLE # EXC AREA: 221 L._S KCavAlle A- ELEMENT RESULTS (%) ELEMENT RESULTS (PPM) NITROGEN (N) 0 . 01 ZINC ( ZN) 5 PHOSPHORUS (P) 0 . 01 COPPER (CU) 6 POTASSIUM (K) 0 . 04 MANGANESE (MN) 58 CALCIUM (CA) 0 . 01 BORON (B) 2 MAGNESIUM (MG) 0 . 05 IRON (FE) 0 . 35 ALUMINUM (AL) 0 . 28 LEAD (PB) 4 CADMIUM (CD) 0 NICKEL (NI ) 3 CHROMIUM (CR) 3 • Nitrogen: 0.005 % Sample Contained 18.2 % coarse fragments, removed prior to analysis OMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. OR FURTHER INFORMATION CONTACT THIS LABORATORY AT ( 413) 545-2311 . Massachusetts Department of Environmental Protection 1 0� f Bureau of Resource Protection-Water Pollution Control Transmittal# I , BRP WP 3O Certification of Land Application Projects Greater than or Equal to 0.5 Acres In Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size 2 n w is r Modifications to Land BRP WP 3Re o e a Application Certifications Application for LandApplication Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section B —Nutrient Needs of Crop Our Your Example Crop Crop grown and yield per acre corn Nutrients needed per acre N=1ZQ Ibs roo 4o300 Ibs 4,W€ h at FG (based on soil test report or P205= §Q Ibs Ibs data from Tables 1-3) 120= jQ Ibs Ibs Appendix A, Section C— Determine Annual Rate of Sludge Application 1. Amount of forms of N in sludge: / d. Pounds of nitrate N per ton of sludge a. Percent organic N nitrate N(51.q A)x 20=Ibs nitrate Mon • %total N-(%ammonium N(S g-A)+%nitrate N Our example: Q x 20= Q Ibs N/ton organic N Our example: a -( 2 + Q )_ %organic N Your sludge:__L x 20= o Ibs N/ton Your sludge:D_Z-(0_1 +0)_0,1%organic N 2. Amount of plant-available N in sludge: b. Pounds of available organic N per ton of sludge a. Avail.organic N (].,t;)+ammonium N(j,g)+nitrate N Ld)=Ibs Mon Incorporated %organic N(U x 4=Ibs available organic N/ton* Our example: 12 + QQ + Q Ibs Nlton 'The conversion factor for NH-Nand NO-N is incorporated _ calculated from: Your sludge:0.4+ Z+D =2.4 Ibs Mon Ibs N X 2000 Ibs =-- 20.0 incorporated t—C 1) 100 Ibs sludge ton b. Surface Application of sludge assumes ha the and for No 20 x .2 (only 20%available)=4 ammonium N will be lost by volatilization) Our example: Q x 4=. Ibs N/ton Avail.organic N(i,h)+(ammonium N(j,g)/21+ nitrate N(LO=Ibs Mon Your sludge:fl_( x 4=�_4 Ibs Mon Our example: 12 +(9Q /2]+ Q = QZ Ibs c. Pounds of ammonium N per ton of sludge Mon surface applied %ammonium N(�gs.A)x 20=Ibs ammonium Mon Your sludge:0_1+(o/ 21+fl= 0_4 Ibs N/bon surface applied,-. _ Our example: 2 x 20= AQ Ibs N/ton 3. Adjust N fertilizer recommendations to account for residual_ •�0+e5 Your sludge:0_f x 20=2 Ibs N/ton (N from stud applications in 3 previous yea�s): No ►Pnr;o ws pp 1 i c�h o�. —'�° �SS tv�•� CQ AJ -/v ;S U 0 fad( ' 0.46 x%organic N x tons sludge/acre=Ibs residual Nacre Ie �QP,r, r�. ;s 9.3 Mee]c, rce log Page 6 of 9 Rev.8/94 •�' 6d'iuw• Cons NL+.l Q I�©3 s , See. 6XW" cau)pbot10N AA_11. Massachusetts Department of Environmental Protection Bureau of Resource Protection—Water Pollution Control .4 Transmittalal# BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size I BRP WP 31 Certification of Land Application Projects Less-than or Equal to 0.5 Acres In Size • BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations forthe f Sludge or Se to e Land Application o S 9 P 9 Appendix A, Section C— Determine Annual Rate of Sludge Application (coot.) a. Sludge applied one year ago N 'A Your sludge:_/_=_tons sludge/acre Ct Our example:0.46 x I x 5 = Q„Q Ibs residual b. Surface Application N/acre Our example:J�U/U =J1 tons.sludge/acre Your sludge:0.46 x_x___Ibs residual N/acre Your sludge:_/_=_tons sludge/acre �I b. Sludge applied two years ago IV IA- 5. Annual sludge application rate based on Cd addition Our example:0.46 x Q x I = U Ibs residual limitation: N/acre a. Calculate amount of Cd per ton of sludge Your sludge:0.46 x_x__ _Ibs residual N/acre ppm Cd(Sec A)x 0.002 =Ibs Cd/ton of sludge c. Sludge applied three years ago Our example: L x 0.002=LE lbs CdAon Our example:0.46 x Q x Q = Q Ibs residual N/acre Your sludge:3_l x 0.002= D Ibs Won Your sludge:0.46 x__x___ =_Ibs residual b. Calculate tons of sludgelacre to give AS Ibs Cd/acre • A!t A N/acre 0.45 Ibs.Cd/acre/Ibs.Cd/Ton(5.a)=tons sludge/acre d. Total residual N Iv Our exam pie:.45/Q&A=JJZ tons sludge/acre Step 3.a+Step 3.b+Step 3.c=total residual N/acre gi i;ti.+. Your sludge:.45/ O =_tons sludge/acre Our example: U +U + Q = IM total Ibs residual N/acre 6. Select proper annual sludge application rate per acre: C Your sludge:_+_+_=_total Ibs residual a. Incorporated application-Step 4.a or Step 5.b, N/acre whichever is lower e. Adjust N requirement PIA- Z,Q tons sludge/acre Lbs. N needed by crop er @)-Ibs residual N CU)= Ibs N required/acre Your sludge:_tons sludge/acre Our example: M - JM _JUJ Ibs N required/ b. Surface application-Step 4.b or Step 5.b,whichever acre is lower Your sludge:_-_=_Ibs N required/acre Our example:Al tons sludge/acre Note:If no sludge was applied in last three years, use Ibs N Your sludge:_tons sludge/acre from Section B as the final amount for Ibs N requiredlacre. CI 7. Additional fertilizer N needed if annual sludge appGcabonCl 4. Annual sludge application rate based on amount of N rate is based on Cd addition limitation: needed by crop: Ibs avail.Mon x max Adj.N required(fig)-[ (_?•a or 2•b) Adj:N required(M/Ibs avail.Mon of sludge(2.a or tons sludge/acre(U)J=Ibs.additional fertilizer Nacre 111)=tons sludge/acre Your sludge:_-(_x_)__Ibs fertilizer Wacre a. Incorporated Application Note:A negative answer means no fertilizer N is needed. Our example:JJU/QZ =1Q tons sludgelacre Rev.9l44 lvok: a4:ka Ca&4"bo'l 6n/ A Page 7 of 9 Massachusetts Department of Environmental Protection �3 m'�� Bureau of Resource Protection—Water Pollution Control Transmittal f i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section D Determine Amount of Additional Fertilizer(Potassium and Phosphorus) Needed 1. Phosphorus: 1, 2. Potassium: I a. P205 added in sludge a. K2O added in sludge Tons sludge/acre(6.a orSLt)x%P(5gr,.A)x 45.8= Tons sludge/acre(6.1 or LW x%K(5-u A- )x 24= Ibs P2OVacre Ibs K2O/acre Our example:U x 2 x 45.8=M Ibs P2OVacre Our example:12 x 11 x 24= 2 Ibs K,20/acre Your sludge:_x_x 45.8=_Ibs P20,/acre Your sludge:_x_x 24=_Ibs K20/acre b. Additional fertilizer P,OS needed b. Additional fertilizer needed Total PZOS needed(JU3)-P20,in sludge(j,a= Total K2O needed(5z3)-KO in sludge(21)=Ibs Ibs P2OVacre K20/acre. Our example:U -.jl Ibs P20,1acre Our example:D -ZJQ =Ja Ibs K,0/acre Your sludge:_-_=_Ibs P205/acre Your sludge:__-_=_Ibs K20/acre Note:A negative answer means no additional P20,is needed. Note:A negative answer means no additional KZO is needed. 1. j ri� � �P lir,�oel �0,_6—;" l��l�i 4t c-f ,l- lqq,4oXWCeU A ss �Yro44,. ii-� a� fro pl w,-s �-n�ld� �bIVIJ P' _4;f Appendix A, SSection E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied 1. Calculate amounts of sludge or septage needed to reach Your sludge: limits of Zn.Cu,Ni,and Cd. Obtain from Table 5 the .2150 1 !006 maximum amount of metal for the CEC of soil used: Zinc/(,,X 0.002)=_A_tons sludgelacre Maximum Amount Metal Allowed 1 33 Cadmium�S(�x 0.002)_,tons sludge/acre (Concentrations in Sludge or Septage(Sec A)x.002'1 C t� Copper Aj(__4-x 0.002)=3 Z tons sludge/acre Maximum tons sludge or septage/acre Iq�0 Nickel/(fix 0.002)= J tons sludge/acre Our example: 2. Calculate ount of sludge or septage needed to reach Zinc�QQ/($QQQ x 0.002)_$,'�tons sludge/acre limits Pb nd PCB's•. Obtain from Table 6 the maximum amount or the CEC of the soil used: Cadmium 41/(20 x 0.002)=J .&tons sludge/acre (Max.Amount Allowed-(Soil Background Level(Sec A)x 21) Copper 20/(1000 x 0.002)=Ja tons sludgetacre (Concentrations in Sludge or Septage(Sec A)x.0021 Nickel IM/(50 x 0.002)_1M tons sludgelacre =Max.tons sludge or septage/acre 'Conversion factors:ppm X .002 = lbs".�per �dry ton: ppm X 2 = lbs.per one acre of soil to plow layer depth. IUd�es: �• -(- ��C. yraott' JS' G+ C y .n[ (,lluS .e, i5 fl%eu"Jw) 4k^ _ Page 8 of 9 Rev.8/94 Gi�"�ew�"—� Z�S��CIg4 0,uoz) _ ��4 �b�5 bI e,�l i►-� � � e , Massachusetts Department of Environmental.Protectlon o Bureau of Resource Protection—Water Pollution Control Transmittal f i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section E (cont-) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied Our example:. Lead JU-M x 2) x 0.002)=UA tons of sludge 4. Calculate number years that sludge can be applied: or septage/acre Max.tons sludge allowed/acre(E3)/tons sludge applied/ PCS's 2-(M x 2)/(2 x 0.002)=UQ tons of sludge acre/year(Sec C.6.a.or 6.b)=No.years or septage/acre a. Incorporation application Your sludge: , 9 3 z1 a 3 Our example:U/11=ZZ years Lead_-(2 x 2)/(.._x 0.002)_ tons of sludge or septage/acre Your sludge:_/_=_years 0.5 PCB's 7-- -(°x 2)/(_x 0.002)__tons of sludge b. Surface application or septage/acre Our example: U/L2=]Z years 3. Determine the maximum amount of Judge or septage Your sludge:_/_-=_years which can be applied per acre by selecting the lowest tonnage figure calculated in 1 or 2 above: Our example• ns/acre ZiM limiting constituent �P� ��l;c�t-►-v� @ owe., f;�, Your sludge:�t�t s/acre_limiting constituent -7 �- - i 1�.��� �� -{-f.e, b��c ►rem-►-�`w(-.. Rev.8/94 Page 9 of 9 Stearns & Wheler =T LF 64s4m,- 6/zd% -13ooz- 13 oo11 o ENVIRONMENTAL Subject u Date Jo"o. ENGINEERS AND SCIENTISTS 11 tqt+ wr Comp.By C c e he i;el�- 42*6 M-rA-J 40 A a q ..........------- .... . . ............. .......... ............ ............ ---------- 'N I UTC 1 c- F1 C,: h Ar( 4— V-11 :q7 i F I- r SheetoTf — Stearns & Wheler /3-9-07) ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS -<9t� Comp.By Chetked By An • I ��— I � ( I I i { � I � I � eI 0--4 La zl— CF- e,4�• 3 7 C F lAf 1-W (Y 4A r T lei T—s—L. I I Sheet2=--of4 f�hldtSi5 /+pp1i eZ ;N' ( `f`l� SOIL ANALYSIS REPORT FOR RESEAR H lt�� 07/12/96 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: S960705-631 13 1011- WEST EXPERIMENT STATION BAG NUMBER : 27961 UNIVERSITY OF MASSACHUSETTS •AMHERST, MA 01003 DATE SENT: SOIL 'HEIGHT : 3 . 15 g/5cc STEARNS & WHEELER CONCERNS: % OF GRAVEL . P.O. BOX 975-100 W. MAIN HYANNIS , MA 02601 ----------------------------------------------------------------------------- ANALYSIS REPORT SAMPLE ID: OLD. 1 SOIL TYPE : SOIL PH 7 . 7 ALUMINUM (AL ) : 13 PPM BUFFER PH 7 . 5 ORGANIC MATTER : 26 . 3 %. Desirable range 4-8%. NUTRIENT_LEVELS:_PPM_; LOW MEDIUM HIGH VERY_HIGH PHOSPHORUS ( P) 244 : XXXXXXXXXXXXXXXXXXXXXXXXXnXXXXX,XXXXnXXXXXXXXXXXXX POTASSIUM (K) 112 : XXXXXXXXXXXXXXXXXXXXXXXXXX vvvvvvvvvvvvVVVVVVVVVNI CALCIUM (CA)22854 , AvXAvXAvXAvXXAvAA AAAA XXAAAA AAAAAXXAAAAXAAAAAAAAAAAAA MAGNESIUM (MG) 341 ; XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX AMMONIUM (NH4-N ) 7 ; XXXXXXXXXXXXXX NITRATE (NO3-N ) 80 ; XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CATION EXCH CAP PERCENT BASE SATURATION SOLUBLE _SALTS 186 . 3 MEQ/100G K= 0 . 3 MG= 2 .4 CA=97 . 4 73 MICRONUTPIENT PPM SOIL RANGE MICRONUTRIENT PPM SOIL_RANGE Boron (B) 1 . 1 0 . 1 -2 .0 Copper (Cu ) 3 . 0 0 . 3-8 . 0 Manganese (Mn ) 14 . 5 3 - 20 Iron ( Fe) 9 . 6 1 . 0- 40 Zinc ( Zn) 6 . 0 0 . 1 - 70 EXTRACTED LEAD (PB) 6 PPM. ESTIMATED TOTAL LEAD IS 98 PPM . EXTRACTED CADMIUM (CD) 0 . 3 PPM. EXTRACTED NICKEL (NI ) 0 . 9 PPM. EXTRACTED CHROMIUM (CR) 0 . 7 PPM. ---------------------------------------------------------------------------- COMMENTS Tte o, S Fee, p 4,cA-�-d . 4A Ak �h �S k,re, dkLe' �o i�`�-Pi'' I Gam -cep ti^n�. ,r 1�o woes. Cc b Q► ;e oieG�(�S�s •1�';1� Ire Ptv�vw4 . TI-r— GFL o`s ►vi e,50 1 3 6 COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHE..ST . TOTAL METALS ANALYSIS REPORT 07/30/96� SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T960725-106 13 pro WEST EXPERIMENT STATION ��.. UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 STEARNS & WHEELER 100 WEST MAIN STREET HYANNIS, MA 02601 ANALYSIS RESULTS FOR SAMPLE # OLD. 1 : ELEMENT RESULTS ELEMENT RESULTS (PPM ) NITROGEN (N) 0. 943 ZINC ( ZN) 142 PHOSPHORUS (P) 0 . 344 COPPER (CU ) 206 POTASSIUM ( K) 0.053 MANGANESE (MN) 188 CALCIUM (CA) 8. 562 BORON (B) 4 MAGNESIUM (MG) 0 . 168 MOLYBDENUM (MO) 1 .4 IRON ( FE) 0.418 ALUMINUM (AL) 0 . 344 LEAD (PB) 46 CADMIUM (CD) 0 .4 NICKEL (NI ) 5 CHROMIUM (CR) 9 • ARSENIC (AS ) 5 • COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT (413 ) 545-2311 . Stearns & Wheler 13qoi i ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS CheckeVBy A—B Comp.By lie 11'Ire. 1� Ci U -T- AA- j, ir J—cl-F L2, 4- -e moo, + --- - 17 L lIft -1 Sheet-570f� Stearns & Wheler 1'3iq I t ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS Comp. B 4d By Am JAr. I k-iJ 6&LO ILA T 1"44 4d- 61. • E � U'd �vf I IAP&-4t Q,44�p 4-LL -1-1 L Am -0 e 'IA I 4e' Sheet L—of/a- Stearns & Wheler Dwm !t 11"AhAKu �Fr6p_�ugw Z.5- /310-71 /11-) 43ooa, na_8o ENVIRONMENTAL Subject 0 Date' JOOA90. ENGINEERS AND SCIENTISTS SWAC A/ N� 0 Comp.By Checked B AB Eu6t"4+i,opJ o L LAq Z F L-4— di '31 ...... .... i+✓._ � _�-moo I � � ............ .......... ......... --T A/ ki olN -1-lit" L _° r—{ i I �I ........... Jrk, ....................... .................... A T as- -7 Lill Of _� � - - -- Sheet of� Stearns & Wheler ENVIRONMENTAL Subject Date J=No. ENGINEERS AND SCIENTISTS Comp*By Checked By An T& i --T ----------- 1-,C-A:--Ars All IIII .2 ---------- ey v L I ................... ................ ............. .............. —-------------- ..................................... —4s L -4-T- ! V -41 L/Vo v Sheet—of� / 122 Acid-Rose Chemistry \ :\ ƒ p H. pK, � Q 2 4 8 8 ƒJ- lO 12 14 \ 'r #z { \T,N Systeme 4pmn!o . k j [N H31q, � E u E B JN H' I . !/ \ | \ } i §OH_ J + [NHtm, ) : 8 �H� � ! :} � [OH_ ~ . . . � . ]O �\ \ ` / \\. Fig. 4-3. The pC-pH diagram for a lq��� M NH4C1 Solution at 23°C. ©»° i . ��� �� �� �i� ) • y 2 [OH ] and [NH3(.,,,)] from the diagram at Several pH values is the critical region and then construct a pH versus@/NH»m)] + [OH-] line so that the proton condition , \� \ can he solved exactly inthe diagram. With experience, alternative 2isacceptable \� | and speedy. Alternative 3is illustrated in Table 4-sand by the dashed line in Fig. j 4-3. Using this alternative, we find that pH _ @([NH$«] * [OH-]) at pH = 6.8 and § n:Y , . , n � e ITT „ Stearns & Wheler ENVIRONMENTAL Subject Date JqbNo. ENGINEERS AND SCIENTISTS f�� AmComp. By Checked By ff -ItT ............... wd . . ......... Yz L �Z- al ------I -, i -4 .............. ............................... .......... .......... ........... . ................. .................. 4- . ............. ffe • .......... ............ .............. ----------- J 'I d' XJ ........... 31t s 17 Sheet--t—of-,-)L Stearns & Wheler 1310 ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS AComp.By Checke4hy— m O�A V,1.6A 11jeA A • � I i -TT- Sheet-,5—o,--67 {3to� 1 Table 1. Soil Test Levels for Phosphorus and Potassium Soil Test Level Phosphonu Test Potassium Test (lbs./acre) (lbs./acre) Very low 0 - 10 0 - 80 Low 11 -20 81 - 150 Medium 21 - 30 151 - 120 High 31 -70 211 - 300 Very high 71+ 300+ BRP WP 30,31,32 Land Application CertiIkate-Tables 8/94 Pagel of 4 01 I Table 2. Fertilizer Recommendations for Corn and Soybeans Expected Nitrogen K or P P,OS and K,_0 needed if soil test level" is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High Corn lbs/acre 100-110 120 P205 100 70 50 30 0 KZO 100 70 50 30 0 111-125 140 P205 110 80 60 30 0 K20 120 90 60 30 0 126-150 170 P205 120 90 60 40 10 K20 150 120 70 40 0 151-175 200 P205 130 100 70 50 10 K,O 180 140 90 60 0 176-200 230 P205 150 120 80 50 10 K.,O 200 160 1 120 80 0 Soybeans 30-40 140** P2O5 60 50 40 30 0 K20 100 80 50 40 0 41-50 175 P205 80 70 50 30 0 K20 120 90 60 60 0 51-60 210 P2O5 100 90 70 40 0 K20 150 120 90 60 0 61-70 245 P2O5 120 100 80 50 20 K20 180 150 120 80 0 71+ 300 P205 120 100 80 50 20 K20 200 170 130 80 20 * See Table 1 definition of soil test levels. ** Not recommended with conventional fertilization practices because of nitrogen fixation by soybeans. BR?WP 30,31,32 Land Application Certificate-Tables 8194 Page 2 of 4 Table 3. Fertilizer Recommendations for Small Grains and Forages Expected Nitrogen K or P PZO, and KO needed if soil test level" is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High Wheat and Rye (WR) lbs/acre Oats & Barley (OB) WR, 30-44 bu. 55 P203. 90 60 30 20 20 OB, 70-85 bu. 55 K20 90 60 30 0 0 W'R,45-54 bu. 65 P205 120 90 60 30- 20 OB, 86-100 bu. 65 K20 120 90 60 30 0 WR, 55-64 bu. 75 P205 120 90 60 30 20 OB, 101-115 bu. 75 K20 120 90 60 30 0 W'R, 65-74 bu. 85 P205 140. 110 90 60 20 OB, 116-130 bu. 85 K20 120 90 60 30 0 WR, 75+ bu. 95 P205 140 110 90 60 20 OB, 131+ bu. 95 K20 120 90 60 30 0 Forage Crops (FC) FC, 4 tons 100 P205 100 80 50 30 20 K20 240 200 150 80 0 FC, 6 tons 200 P205 120 100 70 50 40 K20 360 300 240 180 120 FC, 8 tons 350 P205 140 120 90 70 50 K20 480 420 360 300 240 * See Table 1 definition of soil test levels. BRP WP 30,31,32 - Land Application Certificate-Tables 8/94 Page 3 of 4 tific 13 q O7 Table 4. Maximum Annual Application • Substance CEC less than 5 CEC 5 or more Cadmium all soils 0.45 lbs/acre Table 5. Maximum Cumulative Additions Limit Substance CEC less than 5 CEC 5 or more Cadmium 4.5 lbs/acre 4.5 lbs/acre Zinc 250.0 Ibs/acre 500.0 lbs/acre Copper 125.0 lbs/acre 250.0 lbs/acre Nickel 50.0lbs/acre 100.0lbs/acre • Table 6. Maximum Cumulative Limit- Includes Background Level Substance CEC less than 5 CEC 5 or more Lead 445 Ibs/acre 600/Ibs/acre PCB's 2 lbs/acre- 21bs/acre BRP WP 30,31,32 _ Land Application Certificate-Tables 9/94 Page 4 of 4 ro ro � ', x r� °m ��,. '° '<. a 3 'r„ d 0 l --�. � � Massachusetts Department of Environmental Protection p Bureau of Resource Protection—Water Pollution Control Transmittal BRP WP 30 ertification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of land Application Projects Less than or Equal to 0.5 Acres in Size • BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section — Sludge and Soil Data Worksheet for Calculating Annual and Cumulative Application RatesI�}iree�- All calculations must be included vMh Land Apirlication Certificate: Sludge' Sludge Our Your Composition Example Sludge Total N 50/0 Ammonium N 2% • I� Y. Nitrate N 0% 0,0 % p 2% % K 0.1 0/0 % Zn 3000 ppm ppm Pb Pb 500 ppm pm Cu 1000 ppm ppm Ni 50 ppm ��7 ppm Cd 20 ppm a. Ppm PCB's 2 ppm ppm . Reported on a dry weight basis(mg/kg) Appendix A, Section A — Soil Information aF Our Example Your Soil" Texture loam s Eau" Soil pH 6.5 Cation Exchange 12 meq/100g 9,?- meq/loog Capacity(CEC) Available P 25 lbs/A Exchangeable K 50 lbs/A --� .. Pb "�o 1=X ac.�� ° S 33 ppm ; m PCBs / N �, <0.5 ppm jlld 'k4t � PP No es; I. Ak +0 5 o�" Pn P, 4,, l 61 t4 od ►►-o- i r�. .. page 5 0#9 Rev.8/94 11VI aft"e" 5 S I P,.c(e� Lu�' tqd 0 r "Ste, 2.1Wwvy-V"s �-T(,W E oar �'ttow:►� TA-E ANALYTICAL RESULTS SUMMARY Metals, PCBs and Nutrient Analysis Blended Biosolids Town of Barnstable,Massachusetts Blended Biosolids Barnstable Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Date Sampled 11/16/95 11/16/95 11/16/95 11/16/95 3/14/96 3/14/96 3/14/96 , 3/14/96 35556 Date Sludge Produced 9/93-2/94 9/93-2/94 2/93-8/93 2/93-8/93 9/93-2/94 2/93-8/93 2/94-11/94 12/94-9/95 10/95-12/95 Pile(s) Sampled Pile AA (1 Pile CC (1) Pile AA(1) Pile CC(1) Pile AA Pile CC Pile DD Pile EE Pile FF Analytical Lab Name Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxikon Lab Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Average Analysis Results: pH 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 8.4 %solids 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 56 52.7 Tot-N 2860 1980 1610 2300 1820 770 1180 1210 6850 2286.7 Amm-N 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 113 625.0 Nit-N 88.0 53.6 73.9 37.6 nd 4.25 19.8 nd 71.1 38.7 Tot-P 4000 6670 5300 4600 1680 2700 3130 1310 2430 3535.6 K 1718 1243 1239 1326 1045 837 1049 1505 641 1178.1 Cd nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 0.8 2.7 Cr 5.55 5.32 4.57 5.09 7.19 5.22 5.75 19.1 7.84 7.3 Cu 197 190 174 220 219 194 237 164 149 193.8 Pb 35.2 34.2 27.1 35.4 34.0 24.3 37.1 30.5 36.4 32.7 Hg 0.506 2.63 nd 3.22 0.706 0.615 nd nd 0.695 0.9 Ni nd nd nd nd nd nd nd 13.1 2.64 1.7 Zn 122 135 112 150 115 113 172 92.5 113 124.9 Mo 1.82 nd nd 1.75 nd nd nd nd nd 0.4 Boron 11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 5.03 8.3 PCBs nd nd nd nd nd nd nd nd nd 0.0 Arsenic nd nd nd nd nd nd nd nd nd 0.0 Selenium nd nd nd nd nd nd nd nd nd 0.0 Notes: 1. Indicates duplicate sample. I � TAB-E.XLS, Table E Stearns& Wheler, LLC 1/29/98, 8:01 AM,NCW Environmental Engineers and Scientists SOIL ANALYSIS REPORT FOR RESEARCH 01/09/98 3 907 � SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: S980105-105 WEST EXPERIMENT STATION BAG NUMBER: 35084 UNIVERSITY OF MASSACHUSETTS AMHERST, ' MA 01003 DATE SENT: SOIL WEIGHT: 5 . 89 9/5cc STEARNS & WHELER/HATE WEEKS CONCERNS : 100 W. MAIN STREET HYANNIS , MA 02601 ----------------------------------------------------------------------------- ANALYS I S REPORT P,, 5,6/D y L�04.m R0 asp SAMPLE I D : SO AREA Abe-AwA- SOIL TYPE: SOIL PH 5. 2 ALUMINUM (AL) : 158 PPM (Soil Range: 10-300) BUFFER PH 6 . 2 ORGANIC MATTER: 4 . 4 %. Desirable range 4-8%. NUTRIENT_LEVELS:_PPM_; LOW MEDIUM HIGH VERY HIGH PHOSPHORUS (P) 2 ; XXX POTASSIUM ( K) 58 ;XXXXXXXXXXXXX CALCIUM (CA) 214 ; XXXXXX MAGNESIUM (MG) 86 ; XXXXXXXXXXXXXXXXXXXX AMMONIUM (NH4-N) 2 ;XXXX NITRATE (NO3-N) 3 ; XX CATION EXCH CAP PERCENT BASE SATURATION 9 . 2 MEQ/100G K= 1 . 4 MG= 6 . 6 CA=10 . 0 MICRONUTRIENT PPM SOIL_RANGE MICRONVTRIENT PPM SOIL 1 _ RANGE Boron (B) 0 . 1 0 . 1-2 . 0 Copper (Cu) 0 . 2 0 . 3-8 . 0 Manganese (Mn) 6 . 2 3 - 20 Iron (Fe) 57 . 4 1 . 0- 40 Zinc ( Zn) 1 . 1 0 . 1- 70 EXTRACTED LEAD (PB) 2 PPM. ESTIMATED TOTAL LEAD IS 50 PPN1 . EXTRACTED CADMIUM (CD) 0 . 0 PPM. EXTRACTED NICKEL (NI ) 0 . 2 PPM. EXTRACTED CHROMIUM (CR) 0 . 1 PPM . ---------------------------------------------------------------------------- COMMENTS COMPUTER PROGRAM RECOMMENDATIONS -& BY DEPT OF PLANT &SOIL SC I UMASS AMHERST . I TOTAL METALS ANALYSIS REPORT "M 1 9071 O1/09/98 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T980109-107 WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS •AMHERST, MA 01003 STEARNS & WHELER, LLC 100 WEST MAIN ST/P.O. BOX 975 HYANNIS , MA 02601 ANALYSIS RESULTS FOR SAMPLE # SO AREA: 14 AcRz AREA- ELEMENT RESULTS (%) ELEMENT RESULTS (PPM) NITROGEN (N) 0 . 10 ZINC ( ZN) 13 PHOSPHORUS (P) 0 . 02 COPPER (CU) 12 POTASSIUM (K) 0 . 04 MANGANESE (MN) 36 CALCIUM (CA) 0 . 05 BORON (B) 2 MAGNESIUM (MG) 0 . 08 IRON (FE) 0 . 79 ALUMINUM (AL) 0 .87 LEAD (PB) 10 CADMIUM (CD) 0 NICKEL (NI ) 4 CHROMIUM (CR) 8 Nitrogen: 0.095 Sample Contained 9.7 % coarse fragments, removed prior to analysis 10OMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST . FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT ( 413) 545-2311 . Massachusetts Department of Environmental Protect/on j 3 cr0`1 I Bureau of Resource Protection-Water Pollution Control Trans miftar.4 BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP SUP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate —Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section B —Nutrient Needs of Crop Our Your Example Crop Crop grown and yield per acre corn=JQ_t0 a 5 Nutrients needed per acre N=170 Ibs 100 40-:30C Ibs far Lv atFc. (based on sail test report or P2OS= QQ Ibs — Ibs data from Tables 1-3) K,20= jQ Ibs Ibs. Appendix A, Section C— Determine Annual Rate of Sludge Application Wa, r►-eo _ a 0►.e,— Ii 6,_�d o +'- b1e4v&V tr,, w 1. Amount of forms of N in sludge: d• Pounds of nitrate N per ton of sludge a. Percent organic N % nitrate N(5&r.A)x 20=Ibs nitrate Mon • %total N -(%ammonium N(51EA)+%nitrate N Our example: Q x 20= Q Ibs N/ton (5grg) =organic N Our example: 5 -( 2 + Q organic N Your sludge: 6 x 20= 0 Ibs Mon )= Q Your sludge:0_Z-(0_( + 0 )=01%organic N ?• Amount of plant-available N in sludge: b. Pounds of available organic N per ton of sludge a. Avail.organic N U+ammonium N U+nitrate N LA)=Ibs N/ton Incorporated %organic N U x 4=Ibs available organic N/ton' Our example: 12 + AQ + Q = 32 Ibs Wton 'The conversion factor for NH-Nand NO3 N is incorporated calculated from: Your sludge:o.`F+ 2+0 =Z.4 Ibs N/ton Ibs s N X 2004 Ibs _=� 20.0 (!) 100 Ibs sludge ton b• Surface Application of sludge assumes ha the and for NO 20 x .2 (only 20%available)=4 ammonium N will be lost by volatilization) Avail.organic N(1,.kt)+(ammonium N 2j+ Our example: Q x 4=.12 Ibs N/ton nitrate N(U=Ibs Mon Your sludge:91 x 4=0_4 Ibs N/ton Our e examp l 12 + 4Q /21+ Q = QZ Ibs [ c. Pounds of ammonium N per ton of sludge Mon surface applied %ammonium N fSec A)x 20=Ibs ammonium Mon Your sludge:0_¢+(�/ 21+ 0 = o_4 Ibs N/tDn _. .._.._ .... . _. surface applied_.._ ._.. . Our°ample' Z. x 20= 4Q fbs Neon 3. Adjust N fertilizer recommendations to account for residual.. Your sludge:0_! x 20= Z Ibs N/ton (N from sludge applications in 3�lprevious ye )• Illb (�x" ws {�1'/ l%Ltd0 -. 0.46 x /a organic N x tons sludge/acre=Ibs residual Nacre /�-ss laa2 a,CP, IV�9�Al i s v o I A,F,•i �� (rem p b f ;s rNGrve� q.3 Gr h�r,� 5 N7zJcwe, lao�U Page 6 of 9 Rev.&S4 �1 �f j�YiNun GO�.5 A- S�eP, Gl 44/� �od ON /V 114,,. Massachusetts Department of Environmental Protectlon I'13 9 01 Ll Bureau of Resource Protection— Water Pollution Control Transmittal/ BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size i BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size • BRP VIP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate —Per Requirements of 310 UlfR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section C— Determine Annual Rate of Sludge Application (cont.) a. Sludge applied one year ago l\J 'a Your sludge:_/_=_tons sludge/acre Ct, Our example:0.46 x 2 x I _ U lbs residual b. Surface Application N/acre Our example:jam?/U =4,2 tons sludge/acre Your sludge:0.46 x_x___lbs residual N/acre Your sludge:_/_=_tons sludge/acre b. Sludge applied two years ago ///l 5. Annual sludge application rate based on Cd addition Our example:0.46 x I x i _ §Q lbs residual limitation: N/acre a. Calculate amount of Cd per ton of sludge Your sludge:0.46 x_x__ —lbs residual N/acre ppm Cd(Sec AA)x 0.002 =lbs Cditon of sludge c. Sludge applied three years ago XrJ Our example: L x 0.002 =Q,L41 lbs Cdrton Our example:0.46 x Q x Q = Q lbs residual N/acre Your sludge-_1 x 0.002=D lbs CdAon . Your sludge:0.46 x_—x_-. =_Ibs residual b. Calculate tons of slucge/acre to give A5 lbs Cd/acre N/acre 0.45 lbs.Cd/acre/lbs.Cd/Ton(5.a)=tons sludge/acre d. Total residual N ml Our example;.45/2,Q9.=11,2`z tons sludge/acre Step 3.a+Step 3.b+Step 3.c=total residual N/acre ms i;w.+ Your sludge:.45/ 0 =_tons sludgelacre Ourexarnple: U +U + Q = ],U total lbs residual N/acre 6. Select proper annual sludge application rate per acre: f Your sludge:_+_+_=_total lbs residual a. Incorporated application-Step 4.a or Step 5b, N/acre whichever is lower e. Adjust N requirement MIA Our example:n tons sludgelacre lbs.N needed by crop(Se�Q)-lbs residual N(,'fLd)_ lbs N required/acre Your sludge:_tons sludge/acre Our example: EQ - JU =J�U lbs N required/ b. Surface application-Step 4.b or Step 5.b,whichever acre is lower Your sludge:—--=_lbs N required/acre Our example:J1 tons sludge/acre Note:If no sludge was applied in last three years,use lbs N Your sludge:_tons sludge/acre from Section B as the final amount for lbs N required/acre. 7. Additional fertilizer N needed if annual sludge application Cl CI) 4. Annual sludge application rate based on amount of N rate is based on Cd addition limitation: needed by crop: Adj.N required(Q.,g)-(Ibs avail,Mon(?_.a or 2•b)x max. Adj.N required(M/lbs avail.Mon of sludge(2.a or tons sludge/acre(5,11)J=lbs additional fertilizer Nacre LW=tons sludgelacre • Your sludge:_.-(_x_)_—Ibs fertilizer Wacre a.. Incorporated Application Note:A negative answer means no fertilizer N is needed. Our example:J,U/U = Q tons sludge/acre Rev.8i94 l ok: /, E-e& a&d a o V /V, Page 7 of 9 Massachusetts Department of Environmental Protection -p-;I Bureau of Resource Protection—Water Pollution Control Transmittal i i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section D Determine Amount of Additional Fertilizer(Potassium and Phosphorus)Needed 1. Phosphorus: Cf 2. Potassium: Cf a. P20,added in sludge a. K O added in sludge Tons sludge/acre(6.a or 6.b)x%P(atzA)x 45.8= ' Tons sludge/acre(6.a or 6.b1 x% K x 24 = Ibs P205/acre Ibs KO/acre Our example:3,Q x 2 x 45.8 Ibs P2O�acre Our example:Q,Q x QJ x 24= Z Ibs K20/acre Your sludge:_x_x 45.8=_Ibs P205/acre Your sludge:_x_,x 24=_Ibs KO/acre b. Additional fertilizer P20,needed b. Additional fertilizer needed Total PO,needed (�)-P205 in sludge(La)= Total K2O needed(5gg3)-KO in sludge(21)=Ibs Ibs P205iacre K20/acre. Our example:U -M _-215 Ibs P205/acre Our example:ZQ -7.0 Ibs K20/acre Your sludge:_-_=_Ibs P20,/acre Your sludge:__-_=_Ibs KO/acre • Note:A negative answer means no additional P OS is needed. Note:A negative answer means no additio al K20 is needed. tA+i'e e� 6— n 1 a��. (7 I�,-d e� w �ioZ ; t o 44 A k s f-rpA oy►^ eoQ P/ICCeA ✓� 5 ory • 1�-�-A—e- awe- Aru pl A,.; �'o r "U,� oAI Ck 4W+l 1;&-hOW. Append0ix A, SDD �ection E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied 1. Calculate amounts of sludge or Septage needed to reach Your sludge: limits of Zn,Cu,Ni,and Cd. Obtain from Table 5 the maximum amount of metal for the CEC of soil used: Zinc5� 0.002)_'Q, tons sludge/acre Maximum Amount Metal Allowed Cadmium 4f/(`Ltx 0.002)_ 3tons sludge/acre [Concentrations in Sludge or Septage(Sec A)x.002'] ZS0 tb14 Capper_/(__X 0.002)=,_tons sludge/acre Maximum tons sludge or septage/acre Hickef 100/( l-+ 0.002)=pJA I Is sludge/acre Our example: 2. Calculate amount of sludge or septage needed to reach Zinc 50/(UM x 0.002)=.0 tons sludge/acre limits of Pb and PC8's'. Obtain from Table 6 the maximum amount for the CEC of the soil used: Cadmium A&/(20 x 0.002)_112&tons sludge/acre (Max.Amount Allowed-[Soil Background level(Sec A)x 2)) Capper Z.Q/(1000 x 0.002) tons sludge/acre (Concentrations in Sludge or Septage(Sec A)x.0021 Nickel iQQ/(50 x 0.002)_JM tons sludge/acre =Max.tons sludge or septage/acre 'Conversion factors:ppm X .002 = Ibs.per dry ton; ppm X 2 = lbs.per one acre of soil to plow layer depth. Rev.8/94 Page 8 of 9 Massachusetts Department of Environmental Protection L_l L1,7 p-/j Bureau of Resource Protection—Water Pollution Control Transmittal f i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size in BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size • BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section E (cont.) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied Our example: Lead 51Q-(,U x 2) x 0.002)_U4 tons of sludge 4. Calculate number years that sludge can be applied: or septage/acre Max.tons sludge allowedlacre(0)/tons sludge applied/ PCS's Z-(M x 2)/(2 x 0.002)=JU tons of sludge acrelyear(Sec C.6.a.or 6.b)=No.years or septage/acre a. Incorporation application Your sludge: ��339' 32.E / Our example:K/U=2Z years Lead bOO-(4,0 x 2)/( Lx 0.002)_`` tons of sludge or septage/acre 0 Your sludge:_/_=_—years 4 C6- 1A00 PCB's'2- -(0 x 2)/(_x 0.002)=_tons of sludge b. Surface application or septage/acre Our example: U/Al=1Z years • N0 5s 3. Determine the maximum amount of sludge or septage Your sludge:—/_=--years which can be applied per acre by selecting the lowest tonnage figure calculated in 1 or 2 above: Our example: U tons/acre ZiU limiting constituent COL Your sludge:_tons/acre_limiting constituent Rev.B/94 Page 9 of 9 Stearns & Wheler 7) optuLFCl 0s 2 ENVIRONMENTAL Sb'e Date 1 Job No. ENGINEERS AND SCIENTISTS S P4v-+ inn l,-("-rLs An Comp.By Check'4d By .40' ni- (V b I � e7 AfA I Z14, 4A el T - mzo-tf- r JA Sheet oft ctearns & Wheler l,3gol I ENVIRONMENTAL Subject Date JobA o. ENGINEERS AND SCIENTISTS S _pfiYw + ��(t�l..�AJ My) P�--- Comp. By Checked B AB ---�._��s.��✓_ Vie._ ..C,o - �it,�.,�,��-on/--- � -- - -- �,.o,� — ---- --- _ - -- -' -----'-)� __--�►�:S --�1-°�-=- -G�� `may i �j - �---�-�-b?-ems-- ��-e�-�—Ta- --�► i - - = I S i _ L : OfI I Sheet of T Stearns & Wheler 13?67r ENVIRONMENTAL Subject Date Jo)3 No. ENGINEERS AND SCIENTISTS .�'✓lL�. ABComp. By Checked By C -1 c, A,r- ----- — - - -- _ - - cf,r, Ji- ' t i - i --�- - - i .:0'f..l Sheet 2 of i 122 Acid-Base Chemistry � - PH 0 2 4 6 8 9.3 10 12 14 o System p 4 CT,N1_'3 point Y INH3(.g) J CU v 6 j N,H4 l o W I (JOH_ l + [NH3(ag) l) ,I;:, 1 8 `Hi l +. [OH- l ., 10 I)a 4 �. Fig. 4-3. The pC-pH diagram for a 10- �5 M NH4C1 solution at 250 C. ' xb [OH-] and [NH3(,,,,)] from the diagram at several pH values in the critical region and then construct a pH versus p([NH3<aq,] + [OH-J) line so that the proton condition •(<�.: can be solved exactly in the diagram. With experience, alternative 2 is acceptable and speedy. Alternative 3 is illustrated in Table 4-5 and by the dashed line in Fig. 4-3. Using this alternative, we find that pl-I = p([I`.II [O1-1-1) at PH6-8 cm(l �' Stearns & Wheler 1390 71 ENVIRONMENTAL Subject Date Jo No. ENGINEERS AND SCIENTISTS �v�- Comp. By Checked By -- —- -----— - _... - .. J i ----— -- -- --=-- --- z _ -- - I -�.�(.�-�-��.,�,�.f�4�_-_1�.)__ rM .. _ram-�-, � _1�,'cG.-f��,✓__ ��,-�-_ , , --_ -- - ................ - ____ --- -- i - I ------ - --- --- - - - --- -- - _ _. ----__ _ - r _ `U�\'�� �I I 1 l I 1 r S I W Sheet of-5 Stearns & Wheler 13 q-0 7-1 ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS AB Comp. By Check By • Ila 71 1 7 Sheet-,�—of-57 Table 1. Soil Test Levels for Phosphorus and Potassium '3 cl 0 7 Soil Test Level Phosphorus Test Potassium Test (lbs./acre) (lbs./acre) Very low 0 - 10 0 - 80 Low 11 -20 81 - 150 Medium 21 - 30 151 - 120 High 31 -70 211 - 300 Very high 71+ 300+ • BRP WP 30,31,32 Land Application Cerdlkate-Tables 8194 Page.1 of 4 Table 2. Fertilizer Recommendations for Corn and Soybeans 13C(07 Expected :Nitrogen K or P P,OS and K,O needed if soil test level" is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High Corn lbs/acre 100-110 120 P205 100 70 50 30 0 K20 100 70 50 30 0 111-125 140 P205 110 80 60 30 0 K20 120 90 60 30 0 126-150 170 P205 120 90 60 40 10 K20 150 120 70 40 0 151-175 200 P205 130 100 70 50 10 K,O 180 140 90 60 0 176-200 230 P205 150 120 80 50 1 10 K,O 200 160 120 80 0 Soybeans • 30-40 140** P205 60 50 40 30 0 K20 100 80 50 40 0 41-50 I75 P205 80 70 50 30 0 K20 120 90 60 60 0 51-60 210 P205 100 90 70 40 0 K20 150 120 90 60 0 61-70 245 P205 120 100 80 50 20 K20 180 150 120 80 0 71+ 300 P205 120 100 80 50 20 K20 200 170 130 80 20 * See Table 1 definition of soil test levels. ** Not recommended with conventional fertilization practices because of nitrogen fixation by soybeans. BRP WP 30,31,32 Land Application Certificate-'Tables 9194 Page 2 of 4 Table 3. Fertilizer Recommendations for Small Grains and Forages f 3 901/ Expected Nitrogen K or P PZOS and K2O needed if soil test level' is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High wo Wheat and Rye (WR) Ibs/acre i Oats & Barley (OB) WR, 30-44 bu. 55 PZOS. 90 60 30 20 20 OB, 70-85 bu. 55 KZO 90 60 30 0 0 WR,45-54 bu. 65 P2O, 120 90 60 30 20 OB, 86-100 bu. 65 K2O 120 90 60 30 0 WR, 55-64 bu. 75 P205 120 90 60 30 20 OB, 101-115 bu. 75 K2O 120 90 60 30 0 WR, 65 74 b2 u. 85 P205 140. 110 90 60 20 OB, 116-130 bu. 85 K2O 120 90 60 30 0 WR, 75+ bu. 95 P205 140 110 90 60 20 OB, 131+ bu. 95 K,O 120 90 60 30 0 i Forage Crops (FC) FC, 4 tons 100 P205 100 80 50 30 20 K2O 240 200 150 80 0 FC, 6 tons 200 PZ05 120 100 1 70 50 40 K2O 360 300 240 180 120 i FC, 8 tons 350 P205 140 120 90 70 50 K2O 480 420 360 300 240 * See Table definition of soil test levels. i BRP WP 30,31,32 d Application Certificate-Tables 8/94 Page 3 of-4 w3 - I31©1 t Table 4. Maximum Annual Application E,. Substance CEC less than 5 CEC 5 or more Cadmium all soils 0.45 lbs/acre Table 5. Maximum Cumulative Additions Limit Substance CEC less than 5 CEC 5 or more Cadmium 4.5 lbs/acre 4.5 lbs/acre Zinc 250.0 lbs/acre 500.0 lbs/acre Copper 125.0 lbs/acre 250.0 lbs/acre Nickel 50.0lbs/acre 100.O1bs/acre • Table 6. Maximum Cumulative Limit-Includes Background Level Substance CEC less than 5 CEC 5 or more Lead 445lbs/acre 600/lbs/acre PCB's 2 lbs/acre-- 2 lbs/acre r __. BRP WP 30,31,32 page 4 of 4 lion.Certitscate-Tables 8/94 Land APA& i r z d c U) � H c� a a' �` �.` �J a»".* WIF pw' a; Fail m 10� 0 lOW �� � � �'-��tr'��,♦.���r • a ^+ 0 WE ic .�N. v ♦a� » W.,y.� '#.,,ant �" 6 �,. a��Lr 4yIk"'�` '' .�'i."�'���r�q''t-7"�t�..c�� } vim �:-:. 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X 1/2" THICK PIPE COLLAR >� 6" TOPSOIL � COMPOST LAYER VEGETATIVE 6" SUBSOIL SUPPORT / LAYER PIPE 600T PROTECTION LAYER 6" SAND 40 MIL DRAINAGE GEOMEMBRANE LAYER 6" GAS 0 0 o LATERAL GAS 0 0 0 VENTING LAYER COLLECTION 6" INTERMEDIATE COVER 0 SEPARATION 0 + GEOTEXTILE 0 �-SEPARATION °cup 0 GEOTEXTILE 0 o 0 , 5' MIN. PERFORATED PIPE WITHIN I O I BACKFILLED GRAVEL OR SAND I r� (PENETRATE-INTO REFUSE) 0 I p I x�7, p i REFUSE i o 6" MIN L—— 4 REFUSE 3'(MIN) m HOLE i TYPE A--2 CAP WITH SAND _0-RAINAGE - LAYER f 7 COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 e ARGEO PAUL CELLUCCI Governor TRUDY COXE Secretary DAVID B.STRUHS Commissioner February 18, 1998 James D. Tinsley, Town Manager RE: Barnstable Town of Barnstable 70-1263-01 367 Main Street Municipal Landfill Closure Hyannis, MA 02601 Approval of Plans and Specifications and Permission to Advertise. Dear Mr. Tinsley: The Division of Municipal Services (DMS), in response to a request made in your behalf by'your engineer Steams & Wheler Inc., has reviewed the plans and specifications.pertaining to the above referenced project. The purpose of this letter is to provide an administrative review and approval under 310 CMR 41.70 which covers non-point source projects within the Commonwealth's Revolving Fund (SRF) Program. The complete set of plans for this contract contains four(4) sheets with the title being Contract Drawings for Geomembrane Landfill Cap in the Town of Barnstable, Massachusetts 1996-1997 Town of Barnstable Department of Public Works Contract No. 04-000-97-060 Sterns & Wheler Hyannis, Massachusetts Howard B. LaFever Registered Professional Engineer (MASS NO. 38832) The proposed project includes the construction of the landfill final cover, the installation of stormwater collection and management system, gas ventilation wells,capping materials for landfill closure at the town of Barnstable existing Municipal landfill disposal area. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep Cj Printed on Recycled Paper -2- DEP's Southeast Regional Office has provided the PROVISIONAL APPROVAL FOR FINAL CLOSURE with a letter dated May 30, 1996. .This letter contains seventeen (17) provision_s which will become part of the Project Approval Certificate's Loan Conditions. �I The Division of Municipal Services certifies that it has reviewed the above referenced contract documents. The plans and specifications are therefore approved. The DMS approval of the plans and specifications should not be interpreted as an approval for Financial Assistance. It is strongly recommended that you or your Engineer, review the Project Approval Certificate for compliance with the SPECIAL LOAN CONDITIONS AND ASSURANCES. If you have any questions, or if we may be of further assistance, please contact Robert M. Cady of this office at(617) 292-5713. Sincerely, w Gottlieb, Director Division of Municipal Services AGBF/nw cc: Nathan C. Weeks, Stearns & Wheler Paul A. Taurasi, DEP-SERO David B. Ellis, SWM-SERO Chris Anderson, SWM-SERO John Campbell, Board of Health Mark Ells, Barnstable ' f� i 1 t COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner March 25, 1998, Mr. Thomas McKean RE: BARNSTABLE--Residuals Land Board of Health Application Certificate, BRPWP30, P.O. Box 534 Water Pollution Control , Barnstable ` Hyannis, Massachusetts 02601 Landfill, Application No. 3 Transmittal No. 106005 Dear Mr. McKean: The -Town of Barnstable has applied to the Department of Environmental Protection, Division of Water Pollution Control, for a Land Application Certificate for Type 2 residual sludge material . It is the understanding of the Department that the Barnstable Board of Health has received a copy of the subject application, in compliance with 310 CMR 32 . 25 (2) . 310 CMR 32 . 25 (5) states that "When the Department has determined that it has received a fully completed application for a Land Application Certificate, it shall so notify the applicant and the board of health of the city or town in which the land application site is located. The Department shall seek the concurrence of the board of health of the city or town in which the land application site is located prior to granting a Land , Application Certificate . Said board of health shall be deemed to have given concurrence without terms or conditions unless it notifies the Department to the contrary not later than 35 days after the notice given by the Department to the board of health pursuant to the first sentence of 310" CMR 32 . 25 (5) . The Department shall grant a Land Application Certificate without the concurrence of said board of health only if the Department determines, after evaluating relevant evidence, that the board of health has acted unreasonably in refusing or conditioning its concurrence . " Ac ordin e De artment ereb requests that the Board review the subject proposal and indicate in writin its approval or isapproval of the _proposed project . Such response should be sent to the attention of Mr. Richard Rondeau at the below address . 20 Riverside Drive • Lakeville, Massachusetts 02347 0 FAX(508) 947-6557 • Telephone (508) 946-2700 r -2- d Zf you have any questions, please contact Mr. Richard Rondeau at (508) 946-2816 . Very truly yours, )all Elizabeth Kouloheras, Chief Cape Cod Watershed K/RR/cb cc : Mr. Thomas Mullen, Superintendent Barnstable Department of Public Works 367 Main Street Hyannis, MA 02601 Mr. ".ate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 Mr. Mark Ells Department of Public Works 367 Main Street Hyannis, MA 02601 Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 DEP-SERO ATTN: Paul A. Taurasi, P.E. , Regional Director Robert P. Fagan, Regional Engineer, BRP David B. Ellis, Chief, DSWM, BWP Jeffrey E. Gould, Program Chief, WPC DEP-MILLBURY ATTiv: Larry Polese COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS C ( O ® CommissionerY June 2, 1998 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Land Application Barnstable Department of Public Works Certificate, BRPWP30, 367 Main Street Wastewater Treatment Plant Hyannis, Massachusetts 02601 Residuals, Barnstable Landfill, Application No. 3 , Transmittal No. 106005 Dear Mr. Mullen: The Department is receipt of your application for a Land Application Certificate dated January 30, 1998 , prepared by Stearns and Wheler and forwarded on your behalf to the Department of Environmental Protection, the Department, under Transmittal No. 106005 . This application requests approval to land apply lime stabilized sludge, produced, or to be produced, from December 1997 'to December 1999, to support vegetative cover on 13 acres at the capped Barnstable Municipal Landfill . This 13 acres is comprised of approximately 9 acres adjacent to the capped landfill, known as the soils excavation area, which was excavated to provide capping material for the landfill cap and approximately 4 acres on the capped landfill.. The material must meet the requirements for quality and stability found in 310 CMR 32 . 00 . The application and supporting documentation was submitted in fulfillment of these requirements with the intention of utilizing the sludge starting in the spring of 1998 . The information submitted in the application also indicates that the soils excavation area will be used as a ball field at some point in the future . - In accordance with prior documentation, the Town of Barnstable has constructed a biosolids blending and storage area on top of the landfill cap where lime stabilized biosolids will be blended with wood chips and composted yard waste and stored until the time of land application. A sampling and analysis plan for this material was developed and submitted to the Department and subsequently approved on April 22 , 1996 . The Town also obtained a Type 2 Approval of Suitability from the Department, dated May 6, 1998, based on records of lime stabilization and chemical analysis of representative samples of the material . 20 Riverside Drive 0 Lakeville, lWassachusetts 02347 • FAX(508) 947-6557 0 Telephone (508) 946-2700 -2- In order to utilize the sludge based material at the municipally owned soils excavation area and on portions of the landfill cap, a Land Application Certificate must be issued by the Department . Also, the town must seek approval from the Department of Environmental Protection, Division of Solid Waste, Southeast Regional Office, for use of this material on the closed and approved capped landfill site . The purpose of this permit is to establish the correct rate and volume of material to be applied to the site in accordance with the requirements of 310 CMR 32 . 2.0 . Due to the fact that this project is a landfill site with closure and post closure use taking place under the approval of the Division of Solid Waste Management, the site control measures specified in the approved solid waste closure plan are applicable along with the site management requirements listed in 310 CMR 32 . 21 for land application projects . These requirements include, but are not limited to, restricted site access, stormwater control, proper land application procedures and protection of groundwater resources . Therefore, the purpose of this Land Application Certificate is the establishment of management standards for application of the sludge itself as final vegetative cover on the landfill cap and for reclamation of the soils excavation area. Calculations submitted with the application reveal that the limiting factor for the sludge to be used is the cumulative loading rate for copper. Based on this limitation, the depth of sludge/woodchip blend that could be applied to the soils excavation area and landfill cap is 11 inches . The amount of plant available nitrogen supplied by the sludge applied at a 11 inch depth would be utilized through plant uptake and no excess nitrate would remain in the soils . Therefore, based on the documentation submitted in support of the landfill capping proposal the Department conditionally approves the beneficial use of Type 2 sludge-based residual product to reclaim the soils excavation area and provide additional landfill cap material, as approved by the Department' s Division of Solid Waste Management, at the Barnstable landfill site. Please be advised, since this is a site reclamation project and municipally owned landfill site and a one time application of material is proposed, the Department will allow the use of cumulative limits in determining the application rate and volume of blended material to be applied. The town has documented an application rate- of 11 inches based on cumulative calculations and documentation. Although cumulative limits were used to establish an application rate of 11 inches, it is the Department' s understanding that the Town of Barnstable will only be applying the blended material at a rate of 6 inches . This is documented in the project narrative portion of the application for this land application certificate under the following sections : "Land Application Sites" , "Biosolids Transportation, Blending, and Application" and "Findings'. . The Barnstable Board .of Health, in a letter dated May 28, 1998 , approved the use of Type 2 blended sludge as proposed in this application, Barnstable Landfill Application No. 3 , for the two sites at the Town of Barnstable capped landfill . This approval fulfills the obligation of 310 CMR 32 .25 (5) which requires the written concurrence of -the board of health prior to Land Application Certificate approval by the Department . -3- The sludge/woodchip blended material shall be applied in accordance with appropriate Department approval from the Division of Solid W&ste and in accordance with the following terms and conditions : 1 . The Town of Barnstable shall adhere to the site management requirements as listed in 310 CMR 32 . 21 . 2 . Public access to the site shall be restricted for a minimum of one year in accordance with 310 CMR 32 . 23 (3) and shall include fencing and/or signage as appropriate. Please be aware, this one year restriction shall commence on the date of the last application of blended material to the site . 3 . In accordance with this Land Application Certificate application the soils excavation area will potentially be used as a public ballfield in the future . It is the understanding of the Department that this will not occur until the area has been fine graded and top dressed with screened loam. The Department will not allow any such public re-use of this site until a report outlining proposed public health, safety and exposure control measures, such as top dressing, construction and maintenance has been submitted to, and approved by, the Department . This report should reference the transmittal number of this approval and be submitted to this office in a timely fashion so as to allow the Department at least sixty (60) days to review. 4 . This is a one-time approval for the use of blended material at • this particular site. The sludge/woodchip blended material may be applied once only at the approved rate of application and only with the concurrence of the Division of Solid Waste . As documented in the narrative portion of your application, a one time layer of 6 inches will be utilized. 5 . Materials used under this approval shall be limited to those that have been produced, or shall be produced, during the period of approval under the Approval of Suitability, December 1997 to December 1999 . 6 . The materials must be well stabilized and free of excessive odors . Any materials containing unstabilized sludge are not to be utilized for final cover and must be subject to further treatment in accordance with 310 CMR 32 . 00 prior to use. 7 . Incorporation into the sub-base layer is required for those areas designated for tilled application in your application. Incorporation into the sub-base layer is not required for those areas designated .for surface application, landfill cap repair and sloped areas, due to the pre-mixing and processing of the sludge, risk to the landfill cap and difficulty in tilling sloped areas . -4- 8 . At the time of utilization the Town shall provide notice to the Southeast Regional Office so that a DEP representative may be on hand to observe the characteristics of the blended residuals . Approval is only granted for use of' materials which have been properly stabilized, homogeneous (no sludge clumps) , and do not create nuisance conditions . 9 . In accordance with 310 CMR 32. 25 (1) , this Land Application Certificate is valid for one year. If you wish to continue to utilize this material to complete vegetation of this application site for more than one year, as indicated in your application, you must submit a new application for a Land Application Certificate . It is recommended that you submit said application at . least 120 days prior to planned application of the blended material in order to allow proper Department review time and approval prior to land application. 10 . The Town shall determine the total area of land application for the one year period as limited in condition #9 above, the volume of blended material needed for land application for that area and the timetable to generate that amount . As material is utilized . for land application, it should be deducted from the amount available and the total amount necessary to accomplish one years land application. This information should be recorded and submitted to the Department monthly and any excess material should be •reported along with a proposal of disposition. The Department reserves the right to rescind, suspend or modify this approval by the imposition of additional conditions or amendments to the stated conditions based on determining any actual or potential adverse impacts resulting from the conduct of this project . Should excess odors be generated through use of the sludge/woodchip material the Town shall take immediate measures to decrease said odors through its own efforts or at the direction of the Division of Solid Waste Management or the Division of Water Pollution Control . If you have any questions regarding the Land Application Certificate, please contact Mr. Richard Rondeau at (508) 946-2816 . Very truly yours, Elizabeth A. Kouloheras, Chief Cape Cod Watershed K/RR/bh CC : Mr. Nate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 -5- cc : Mr. Mark Ells Department of Public Works ' 367 Main St . , Hyannis, MA 02601 Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Thomas� A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 DEP-SERO ATTN: Paul A. Taurasi, P.E. , Regional Director Robert P. Fagan, Regional Engineer, BRP David B. Ellis, Chief, DSWM, BWP Jeffrey E. Gould, Program Chief, WPC, BRP DEP-MILLBURY ATTN: Larry Polese COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner COPY July ')1, 1998 Thomas Mullen DPW Superintendent Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Final Policy and Manual Gull Control at Landfills, Policy # BWP-98-003 Manual for Gull Control at Massachusetts Landfills Dear Mr. Mullen: The Department of Environmental Protection, Metropolitan District Commission, Division of Fisheries and Wildlife, and the United States Department of Agriculture Animal Damage Control Division have worked jointly to develop a policy and resource manual regarding the control of gulls at landfills. That policy and manual have been finalized and a copy of each is enclosed. This policy is being issued because gulls have been identified as the cause of several environmental problems, the most serious of which has been the contamination of some public water supplies as a result of gulls roosting at drinking water reservoirs. Other problems created by gulls include creating bird hazards for aircraft (when landfills are near airports), contributing to the decline of some endangered species by increasing predation and competition for nesting space, and causing nuisance conditions at parks and recreation areas. Although your transfer station is not known to the Department to have an existing gull control problem, you should be aware that active measures to control gulls at other facilities may force gulls to seek food at new locations. Therefore, it may be in your interest to know that, generally, only minimal efforts will be needed to discourage gulls from becoming established at a new site whereas displacing gulls from a location where they have become accustomed to feeding requires a high level of effort. This policy provides guidance for solid waste landfills to facilitate compliance with the existing regulatory requirements for vector control, of which gulls are one type, as required by section 19.130(16) of 310 CMR 19.000, the Solid Waste Management Regulations. This policy is performance based. The primary performance standard is that landfills prevent gulls from 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872 a Printed on Recycled Paper 2 feeding on solid wastes, at any time, even for the briefest periods, at the facility. Control measures and resources available to achieve this goal are provided in the policy and manual. This policy,is self-implementing and has an effective date of 90 days after receipt of this notice. Control measures or other modifications to the landfill used to implement this policy do not need to be reviewed and approved by the Department unless specifically noted by the Department. However, if the facility does not comply within 90 days, the facility may be subject to enforcement actions which may include the issuance of a notice of non-compliance (NON), penalties, or other enforcement actions. Please see Section 6.3 of the policy for more information on implementation requirements. If you have any questions on this matter, please contact me at (508) 946-2833 or Cathy Dors at (508) 946-2867. Sinc9�l , David B. Ellis, Chi Solid Waste Management Section cc: Board of Selectmen 367 Main Street Hyannis, MA 02601 Board of Health P.O. Box 534 Barnstable, MA 02630 DEP-Boston Attn: J. Doucett i �.IKE Town of Barnstable .,AS& a Department of Public Works 367 Main Street, Hyannis, MA 02601 Office 508-790-6300 Thomas J.Mullen Fax 508-790-6400 Superintendent January 30, 1998 Mr. Jeffrey E. Gould, Chief Division of Water Pollution Control Department of Environmental Protection, SERO - 20 Riverside Drive Lakeville, Massachusetts 02347 Re: Permit Application for Land Application Certificate BRP WP 30, Application No-3 Transmittal No. 106005 Dear Mr. Gould: - Enclosed is the permit application for Land Application Certificate (BRP WP 30) for Application No.3,for your review and approval. This permit application pertains to the land application of lime stabilized wastewater treatment plant biosolids blended with wood chips and composted yard waste (blended material) to two sites at the Town of Barnstable capped landfill. A Site and Project Description is provided in the application which summarizes the DEP approvals to date, site considerations, and planned methods to blend, store, and apply the blended material. The Town of Barnstable plans to apply the blended material as early as May, 1998. We will need DEP approval by that time. If you have any questions regarding this submittal,please contact Mr. Nathan Weeks, P.E., at Stearns &Wheler Engineers in Hyannis, Massachusetts, at 508/790-1707, or my office. Very truly yours, Thomas/ent, SuperintW TJM:NCW:mjb cc: w/full enc. Mr. Richard Rondeau, DEP, SERO • Mr. A. Lawrence Polese, DEP, Millbury Training Center Mr. Mark Ells, Town of Barnstable, DPW Mr..John Quinn, Town of Barnstable DPW, DWPC, Lab Director Mr. Nathan C. Weeks, Stearns& Wheler Barnstable Board of�H&-!th�1 cc: w/permit application narrative Mr. Paul Taurasi, DEP SERO Mr. Brian Dudley, SERO, DWPC Mr. Peter Doyle, Town of Barnstable, DPW, DWPC Mr. Robert Fagan, DEP SERO Mr. Jeffrey Heath, Stearns&Wheler C:\JOBS\3002BARN\APPLIC3\GOULDLTR.WPD 'I I BRP WP 30 APPLICATION NO. 3 LAND APPLICATION CERTIFICATE TOWN OF BARNSTABLE, MASSACHUSETTS SUBMITTED FEBRUARY 1998 �I BRP WP 30 PERMIT APPLICATION NO. 3 LAND APPLICATION CERTIFICATE SITE AND PROJECT DESCRIPTION January 30, 1998 INTRODUCTION. The Town of Barnstable (Town) has successfully used lime stabilized biosolids produced at the Hyannis Water Pollution Control Facility (WPCF) blended with wood clips and composted yard waste (blended material) as top soil in the construction of a landfill cap at the Town's municipal landfill. The Town still has a need for top soil on Town property adjacent to the capped landfill and on the landfill cap, and would like to permit the lime stabilized biosolids and blended material for land application on these areas. This permit application provides a description of the land application sites, the soils, and the blended material to be applied; and provides the calculations required by 310 CMR 32 to determine the maximum amount of blended material to apply to the site. This permit application Site and Project Description provides background on the project and previous land application of blended material as part of the landfill closure; identifies the planned biosolids reuse; presents the land application sites; and describes planned methods for land application. Another • permit application(Approval of Suitability for Beneficial Use, RBP WP 29) submitted under separate cover provides analytical data for the lime stabilized biosolids and blended material, and requests classification of those materials as a Type II material in accordance with 310 CMR 32.00. BACKGROUND. Since 1991, the WPCF has produced lime stabilized biosolids for disposal and use at the Barnstable landfill. In 1994, a mixture of lime stabilized biosolids, wood chips, and composted yard waste (blended material) was applied to the steeper slopes of the landfill as an intermediate cover. This blended material was applied in a six inch layer, provided erosion control, and supported a vigorous crop of grass. _ As part of the Town's Landfill Capping Project, a six to ten inch layer of blended material has been used as the vegetative support layer (topsoil layer) in the final landfill cap. The lime stabilized biosolids and blended material have been permitted as a Type II material under Application No. 1 and No. 2 for biosolids produced from January 1993 through December 1997. The following table summarizes the permit applications and DEP approvals to date. • - 1 • ............................................................... ............. i::::::i::ii::::::i::>:::::::::::::::::::::%•:::.;::;,;::..;,;,:;:>';:::.::::::.:.:.::;:.y..::...:.:.::..:::'.:.:.:ir::::.:::::.;•:.;•::::;•.:.::::.::..;.:.;:::..;::::.y.:.....>::'...........:.:::..:.;..:.;::.:;::::.:::.::.:.::::::ii:::::::::::ii::i::i::::::i:::::;::::::i: :...._::::.►7�` .:A :::::::>:::::: ::>:........................................................................................................................................................................................................................... :.>:............. :?«'<::'::<">:'»:>:»:»<:«::>:>><:»»«:<:>:>:>'> :>:>:> :. aPO ]t4A' Ok .Ql. . i....................................................................... <::>::'::>:::> <: ::.....:<:::<:::>»: :>:»'»'::>':.?':»'::::< :'t7 $'k` 5 ...,'< 35a..h tts... ......... ...::.::.:::::::::::::::::::::::::::::::::::::::::::::::.:.::::::.:.:::.:::.:::.:..:.::.::.:;:.::::::::...:.............. DEP Application Permit Transmittal Submittal Approval Number(1) Permit Name Number Number Date Date 2 Sampling and BRP WP 28 106131 September April 22,. Analysis Plan 20, 1995 1996 2 Approval of BRP WP 29 115.182 May 15, July 16, 1996 Suitability 1996 2 Land BRP WP 30 138219 August 13, October 15, Application 1996 1996 Certificate 1 Sampling and BRP WP 28 106131 September April 22, Analysis Plan 20, 1995 1996 1 Approval of BRP WP 29 115181 May 15, May 7, 1997 Suitability 1996 1 Land BRP WP 30 139161 February 3, May 7, 1997 Application 1996 Certificate Note: Application No. 2 pertains to biosolids produced from January 1993 through September 1995, and Application No. 1 pertains to biosolids produced from October 1995 through December 1997. Analytical data submitted as part of these two previous applications demonstrates that the lime stabilized biosolids and blended material meets State and Federal regulations for a Type H material which has allowed the material to be used as the topsoil layer of the landfill cap. The analytical data also demonstrates that the lime stabilized biosolids and blended material meets Federal requirements for a Type A (USEPA Classification) material which would allow the material to be used on less restrictive sites. A summary of metals, PCBs, and nutrients data presented in the Approval of Suitability (AOS) applications for Application No.l and No.2, is included in Tables A and B, respectively. A summary of the TCLP data presented in Application No.1 and No.2, is included in -2 - • Table C. A summary of Part 503 biological analyses is included in Table D. All tables are located at the back of this permit application narrative. The Town of Barnstable is finishing a comprehensive town-wide wastewater facilities plan. Among other tasks, the wastewater facilities plan is evaluating biosolids treatment and disposal alternatives for the 20 year design period.Preliminary findings indicate that disposal of thickened liquid biosolids at a regional disposal facility is the lowest cost alternative for the 20 year design period. The next lowest cost alternative for the 20 year design period is alkaline heat stabilization which is a modification of the current lime stabilization process. Alkaline heat stabilization for the 20 year design period would require .modifications to the dewatering facilities at the Hyannis WPCF (including new dewatering equipment)which represents a higher capital cost. It also requires a higher dose of lime to meet Federal performance requirements for beneficial reuse. Preliminary findings of the wastewater facilities plan also indicate that alkaline heat stabilization without new dewatering equipment is the lowest cost sludge disposal alternative for the short term. This alternative is viable for the next two to four years after which time the dewatering equipment may need to be replaced. Since 1992, the Town of Barnstable has maintained a disposal contract for disposal of thickened liquid biosolids at a regional disposal facility. The Town has used this contractual arrangement in the past to dispose thickened liquid biosolids when dewatered biosolids could not be taken to the landfill. A new biosolids blending and storage area has been constructed on top of the landfill cap where lime stabilized biosolids will be blended with wood chips and composted yard waste, and stored until the time of land application. A letter to DEP dated November 26, 1997, requested approval to store biosolids at this area, and provided a plan and schedule for the storage and use of the biosolids. DEP has provided verbal approval of this plan and schedule. PLANNED BIOSOLIDS REUSE. The Town of Barnstable plans to maintain a contract for disposal of thickened liquid biosolids at a regional disposal facility. This contract will be competitively bid, and will be utilized on an as needed basis. The Town also plans to continue with biosolids beneficial reuse similar to the reuse at the landfill. The Town has prepared this Land Application Certificate for biosolids produced from December 1997 through December 1999. Permit applications for sludge produced during this time period will be referenced as Application No. 3, similar to the submittals for Application No. 1 and No. 2, discussed in the background. - The Town has two main uses for the blended material. A 14 acre site adjacent to the landfill (Soils Excavation Area) has been used as a source of soil material for the landfill capping process and the Town plans to use blended material as topsoil for the graded site. A four acre portion(4 Acre Area) - 3 - I i � i • of the landfill cap (located at the southern area)never received a ten inch layer of blended material (as previously permitted under Application No.1), and it is believed that this four acre site could still be used to receive blended material. These two sites are described below. LAND APPLICATION SITES. There are two sites identified for land application of blended material. Each of these is shown on Figure 1 and identified below. Soils Excavation Area. The Soils Excavation Area is located south of the landfill on a property purchased to provide soils material for the landfill capping process. The site is 13 acres in area, relatively flat, and contains sandy soils. The Town wants to use the flat area as athletic fields in the future. Two types of land application are planned-for the Soils Excavation Area. The flat portions will have the blended biosolids worked into the soil with a tractor drawn cultivator(tilled application). This is the area that is planned for athletic fields, and the blended material needs to be well mixed with the sand subsoil to make a stable field. There is a minimal risk of erosion for this area. This area will be seeded with annual rye in the spring and winter rye in the fall to produce a crop of grass, promote further stabilization of the blended material, take up nitrogen, and prevent erosion. After one year following land application, it is planned that the area will be fine graded and top dressed with screened loam to produce the athletic field. The slopes and eastern portion of the Soils Excavation Area will have the blended material applied on the surface (surface application) in a six inch layer similar to the top soil layer applied on the landfill cap. This type of application provides the best erosion control because the blended material is much more erosion resistant than the sand subsoil or a mixture of sand and blended material. This area will be seeded with a mixture of perennial rye, clover, and other grasses to produce a thick cover of grass, take up nitrogen, and provide erosion control. 4 Acre Area. The four acre area is located on the southern portion of the landfill cap. The site is four acres in size, and has a slope of approximately ten percent. This area was originally permitted to receive a six to ten inch layer of blended material under Permit Applications No. 1 and 2. Natural top soil stripped from the Soil Excavation Area was applied to.this site instead of the blended material. A cross section of the landfill cap in this area is presented in the tab marked"Landfill Cap Detail". The top soil is sandy loam and a soil analysis is included in Appendix A. A Soil Conservation Service (SCS) map is attached at the"SCS Map" tab. -4 • BIOSOLIDS TRANSPORTATION,BLENDING,AND APPLICATION. The lime stabilized biosolids are produced three to four days per week from the Hyannis WPCF. Dewatered biosolids are mixed with quick lime in a pug mill to produce a homogeneous stabilized mixture. The lime stabilized biosolids then discharge into a water tight container for transportation to the Blending and Storage Area at the capped landfill (shown in Figure 1). The lime stabilized biosolids are blended on a one to one basis with wood chips and composted yard waste, and stacked into windrows. The windrows are covered with tarps to minimize runnoff. Approximately once every two months, the tarps are removed and the windrows are turned and mixed by a front end loader to produce a homogeneous blend. Approximately 5,000 cubic yards of blended material are estimate to be produced each year. This flow of blended material will cover approximately six acres of land with a six inch layer. The two land applications sites with a total of 13 acres will, therefore, utilize approximately two years production of biosolids. The blended material will be applied in May and September each year. The blended material will be loaded into trucks and dumped on the application site being used. The material will be spread in a six inch lift and seeded for the areas designated for surface application. The material will be worked into the soil for those areas designated for tilled application. The areas will then be seeded and mulched, and hay bales will be used above all swales to trap sediment. VARIANCE REQUEST TO ALLOW SURFACE APPLICATION OF THE BLENDED BIOSOLIDS. The regulations 310 CMR 3 2.00 require that a Type II material must be incorporated into the soil within 48 hours unless additional stabilization requirements have been met in accordance with 310 CMR 32.81. The regulations of 310 CMR 32.81 do not categorically include lime stabilization as an acceptable process for additional pathogen reduction, or the USEPA expression of a process for further pathogen reduction (PFRP). The regulations of 310 CMR 32.81 do allow PFRP status for "Other Methods"which provide pathogen reduction and vector attraction to an extent equivalent to other methods listed in 310 CMR 32.81. It is noted that the fecal coliform count of the pre-blended lime stabilized biosolids is less than 20 per 100-ml (see Table D). This fecal coliform count is well below the threshold of 1,000 fecal coliform colonies/gram dry weight for the Class A requirement as specified in the USEPA 503 regulations. Other 503 analyses summarized in Table D indicate that the biosolids are well stabilized. - The Town would like to request a variance to the requirement that the blended material be incorporated into the soil within 48 hours of application. We would prefer to apply the blended material in six inch layer on top of portions of the land application sites. This variance is requested for the following reasons. i - 5 - 1. The lime stabilized biosoilds meets vector reduction requirements for a Type A material as described above; therefore, it should not pose a health risk. 2. The public will be restricted from the application site. 3. The blended material will provide the best erosion characteristics if it is applied to the surface and not incorporated into the soil. 4. The incorporation process provides an additional risk of penetration of the landfill cap low permeability layer at the 4 Acre Area. A similar variance request for Applications No. 1 and 2 was approved by DEP because the blending of the biosolids satisfied the intent of the incorporation. FINDINGS. The findings of the land application calculations indicate that both sites are suitable for applications of six inches of blended material without adversely impacting the environment and public health. This project will allow the beneficial reuse of wastewater treatment plant biosolids which would have otherwise been burned in an incinerator in Rhode Island or buried in a New Hampshire landfill at a • substantial cost to the users of the Hyannis WPCF. The project also avoids the high cost of top soil purchase to revegetate the land application sites. C:\JOBS\3002BARN\APPLIC3\NAR30.WPD - 6 TAB1, A ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis 13RP WP 29,Application No. I Town of Barnstable,Massachusetts Lime-Stabilized Biosolids Blended ----- -- -----r-,- --------- --- - i Data submitted in this application(Table 1) Biosolids Barnstable Sample No. J-2132 J-2209 1-2210 1 .I-2264 _J-2310 J-2389_ _J-2451 J-2501 _ J-2565 J-2640 1-2535 Date Sampled --� --9/13/95 _ 12/5/95 12/5/95 -i-3/I4/96 6/2G/96 9/27/9G- 1/13/97_ 3/25/97 7/1/97 10/15/97 35556 Date Sludge Produced 6/95-9/95 10/95-12/95 10/95-12/95 12/95-3/96 3/96-6/96 6/96-9/96 9/96-12/96 12/96-3/97 3/97-6/97 7/97-9/97 10/95-12/95 t'ile(s)Sampled Pile I. -Pile M(l) Pile M(I)' --Pile M _ -Pile N lab mix -lab mix _--lab mix lab mix lab mix Pile rE Analytical Lab Name Ceolabs- -'roxik_on _ Toxikon - foxikon Toxikon Toxikon _Toxikon_ Toxikon Toxikon _Alpha Toxikon Lab Sample No --- -36467 1-J-2209 I-J-2210 2264 01-J-2310 1-1-2389 l-J-2451 I-J-2501 - 1-2565 J-2640 J-2535 Analysts Results: -pli - __--_-12 13 13 i 125 12.6 11.4 J2.5 12.6 12.4 9.3 8.4 %solids 31 34.9 3G.4 41.9 36.6 .30.7 11.7 34.8 36.4 42 56 "rot-N (mg/kg) 9900 8910 7270 ( 900 14300 9000 18700 25200 27600 19000 6850 Anun N (mg/kg) 2130 97.9 77.2 I 170 1070 200 50 6.49 12100 730 113 Nil-N (mg/kg) 3.32 nd nd nd nd nd nd nd nd 6.8 71.1 Tot-11 (mg/kg) 366 425 482 1150 1700 _ 50 4170 _ 2360 3710 1000 2430 -----K--- (mg/kg) 2100 - 1,127 - 1183 I- -1185 1240 1730 1180 1993 . 1850 nd 641 Cd (mg/kg) 1.35 1.79 2.08 nd 3.82 nd nd nd 1.36 0.95 0.8 Cr (mg/kg) nd _ 4.56 4.94 ( 2.49 9.11 10.4 13 9.95 8.36 7.6 7.84 - Cu (mg/kg) 561 _. 388_ 364 _121_ 4.66497 307 _ 418 252 380 149 1_2.8_ 31.4 29.9 nd 0.832 51.5 60 36.4 - --- ---I-ig _-(mg/kg) 0.27- -- 1.67 --nd -- nd - - nd_ 1.55 1.15 2.13 1.04 1.6 0.695 ----- - Ni (mg/kg) 4.81 nd nd--- nd and 6.97 nd nd nd 6.7 2.64 "Ln (mg/kg) 30 205 I S_ 302 340 289 3.01 324 540 113 -- - Mo (mg/kg) 5.1 3.62 3.28 - - nd 5.39 16.8 -- nd - _ 5.45 3.11 nd nd Boron (mg/kg) n/a 4.87 4.47 2.78 8.17 nd 40.4 14.3 35 nd 5.03 PCBs (mg/kg) nd nd nd nd nd nd nd nd nd nd nd Arsenic (mg/kg) n/a nd nd nd nd nd nd nd nd 1.2 nd Selenium (mg/kg) n/a nd nd I and nd nd -nd nd nd 1.7 nd Notes: 1. Indicates duplicate sample. ------ TAWAD12.XLS,"fable A Stearns&Wheler,LLC 1/16/98,2:26 PM,NCW Environmental Engineers and Scientists TA III,G It ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis BRP WP 29,Application No.2 Town of 13arnsusble,Massachusells Lilnc-Stablhzcd Blended lliosolids Biosolids Barnstable Simiple No. J-2132 J-2133 1-2138 J-2143 J-217,I J-2175 J-2176 1-2177 1-2260 J-2261 J-2262 1-2263 Dale Sampled 9/13/95 9/7/95- 10/2/95_--10/2/95 11/16/95__11/1_6/95 11/16/95 11_/16/95 3/14/96 3/14/96 3/14/96 3/14/96 Dale Sludge Produced 6/95-9/95_ _ llc6/95-9/95 4/93-6/93 9/94-11/94 -9/93-2/94 9/93-2/94__2/93-8/93 2/93-8/93 _9/93-2/94 2/93-8/93 2194-11/94 12/94-9/95 Pile(s)Sam ilc L pled P P L file I'_ file J Pile AA(1) Pile CC(I) Pile AA(1) Pile CC(I) Pile AA Pile CC Pile DD Pile EE Analytical Lab Name Geolabs. Gcolabs Aqua Air Aqua Air Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Lab Sample No. 36467 36468 1518-1 1518-1 J-2174 J-2175 1-2176 J-2177 J-2260 J-2261 1-2262 J-2263 ---------- - --------- ---------- ----------- -- --- AwAysis Results: - -- - - - - PH 12.0 11.6 11.55 !1.72 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 1/0solids 31 65 36A3 4Q42 46.9 54.3 48.6 55A 49.6 56.2 53.8 53.5 9860 _ 10400 5146 9898 _ 2860 1980 1610 2300 1820 770 1180 1210 Aram-N (mg/kg) 2130 122 238 570 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 Nit-N (mg/kg) 3.32 251 89.5 167 88.0 53.6 73.9 37.6 aid 4.25 19.8 lid Tot-I' (mg/kg) 366 nd --nd-- lid -- 4000-- 6670 5300 4600 1680 2700 3130 1310 -- --- - L:4- - K (nig/kg) -- 2090--- 1150 560 1270 1718 1243 1239 1326 1045 837 1049 1505 --- Cd (mg/kg) 1.35 1.35- 2---.------2 --nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 m-- _Cr (_g/kg) lid 5.74_ 13 12 5.55 5.32_ 4.57 5.09 7.19 5.22 5.75 19.1 - -- Cu (mg/kg) 561 -----466 871 698 ---197 190 174_ 220 219 194 237 164 -- -- 11b (nig/kg) 73.2_ _46.3_ 93- -72 - _35.2_ 34.2 27.1 35.4 34.0 24.3 37.1 30.5 ----lig (mg/kg) 0.2700--0.1020_ 1.04 0.987 0.506 2.63 aid 3.22 0.706 0.615 aid aid - Ni (mg/kg) +81 5.17 10 -- 9 -- --- lid aid aid A nd aid _ aid 13.1 309---235 355----320 122 135 112 150 115 113 172 92.5 ' Mo (mg/kg) 5.10 2.88_ < I < I 1.82 aid aid 1.75 aid aid aid aid --- _ - - IQOrOn (mg/Icg) n/a -- II/,I aid- -aid -.-11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 PCBs (mg11:g) nd nd nd nd lid aid aid lid aid aid aid aid Arsenic (mg/kg) n/a _ n/a _ 2 2 lidaidlidaidlidaidaidaid -- Selenium (mg/kg) n/a n/a aid---- lid - - nd aid lid aid aid aid aid aid Notes: _ - -- I)Indicatesduplicalesamples. ---------------------- ---- - - --- rnn-1tc2.x1_s,Tahlc u Sleatms&Wheler,LLC 1/16/98,2:15 11M,NCW Environmental Engineers and Scientists TABLE C Analytical Results Summary TCLP Analysis BRP WP 29,Application Nos:1 and 2 • Town of Barnstable,Massachusetts Dewatered Biosolids Lime Stabilized Biosolids blended with wood chips and composted (not lime stabilized) (lime stablilized) yard waste Barnstable Sample No. n/a n/a n/a Date Sampled 9/9/94 n/a 9/9/94 Date Sludge Produced Aug-94 Jun-95 Oct 1995-April 1996 Pile(s)Sampled Conveyor Conveyor FF Analytical Lab Name Alpha Analytical Mitkem Toxicon Lab Sample No. L9406572 B 134-01 OIJ-2309 (results in mg/1) Arsenic <1.0 <0.0200 <0.5 Barium 0.6 <0.2800 1.02 Cadmium <0.1 <0.0040 <0.1 Chromium <0.2 <0.0100 <0.1 Lead <0.5 <0.0220 <0.1 Mercury <0.01 <0.0003 <0.005 Selenium <0.5 <0.0300 <0.3 Silver <0.1 <0.0200 <0.1 Endrin <0.001 <0.00033 <0.01 Lindane <0.001 <0.00017 <0.01 Methoxychlor <0.002 <0.0017 <0.01 Toxaphene <0.01 <0.0170 <0.01 2,4,-D <0.005 <0.00033 <0.001 . 2,4,5-TP <0.005 <0.000033 <0.001 • Benzene <0.005 <0.0100 <0.01 C-TetraChloride <0.005 <0.0100 <0.01 Chlordane <0.01 <0.0170 1 <0.01 Chlorobenzene <0.018 <0.0100 <0.01 Chloroform <0.0075 <0.0100 1 <0.01 0-Creosol n/a n/al nia M-Creosol n/a n/a n/a p-Creosol n/a n/a n/a Creosol 3.13 0.059 <0.04 1,4 Dichlorobenzene <0.05 <0.0330 <0.04 1,2 Dichloroethane <0.0075 <0.0100 <0.01 1,1 Dichloroethylene <0.0075 <0.0100 <0.01 2,4 DinitroToluene <0.045 <0.0330 <0.04 Heptachlor <0.001 <0.00017 1 <0.005 Heptachlor Exoxide n/a n/a <0.005 Hexachlorobenzene <0.033 <0.0330 <0.04 Hexachlorobutadiene <0.096 1 <0.0330 <0.04 Hexachloroethane <0.06 <0.0330 <0.04 Methyl ethyl ketone <0.05 <0.0100 <0.01 Nitrobenzene <0.0228 <0.0330 <0.04 Pentachlorophenol <0.1104 <0.0830 <0.04 Pyridine <0.3 <0.0330 <0.04 Tetrachloroethylene <0.0075 <0.0100 <0.01 Trichlorethene <0.005 <0.0100 <0.01 2,4,6 Trichlorophenol <0.033 <0.0330 <0.04 2,4,5 Trichlorophenol <0.057 <0.0830 <0.04 Vinyl Chloride <0.018 <0.0100 <0.01 TAB-BC2.XLS.Table C Stearns&Wheler,LLC I/I6/98.2:17 PN1 Environmental Engineers and Scientists TABLE D ANALYTICAL RESULTS SUMMARY Part 503 Analyses Town of Barnstable,Massachusetts ( , Lime-Stabilized Biosolids f Barnstable Sample No. I J-2390 J-2452 I J-2502 J-2640 I J-2563 Date Sampled 9/27/96 1/13/97 3/25/97 10/15/97 May-97 Date Sludge Produced I 6/96-9/96 9/96-12/96 I 12/96-3/97 7/97-9/97 Apr-97 Pile(s) Sampled I lab mix lab mix I lab mix ( lab mix I. lab mix Analytical Lab Name: ( I Inchcape Inchcape I Wood's Hole Alpha NEL I I � Analysis Results: Solids I I I I 35.9 Fecal Coliform (1) I (MPN/100m1) <20 <20 <20 I <1.9 I Salmonella(2) I (9/4gm) I I j <2.2 Viable Helmin:h Ova(3) I (MPN/4gm) I i <1 Enteric Virus (4) (PFU/4gm) I <1 Notes 1) Standard Meathods 9260G 12)Zinc Sulfate, Density Gradient(Yanko, WA,1988)& EPA 600/1-87-014 13) Plaque Assay/EPA-600/4-84-013 (RI 1), ASTM D4994-89 TAB-AD12.XLS, Tab.e D Stearns & Wheler, LLC 1/16/98, 2:39 PM, NC'�/ Environmental Engineers and Scientists 106005 M,1=ctrusetts Department of Environmental Protectlon -- - - -- Bureau of Res ource rce Protection-Water Pollution Control Transmittal f BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP .31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size Instructions BRP WP 32 Renewals or Modifications to Land Application Certifications Please print or Application for Land Application Certificate-Per Requirements of 310 CMR 32:00, Regulations for the type the requested Land Application of Sludge or Septage information in the 1 BRP WP 30 Permit No . spaces provided. r General information 1. Which permit are you applying for? 3. Site owner. ° Town of Barnstable D.P.W- C�BRP WP 30 ®BRP WP 31 0 BRP WP 32 N 367 Main Street App ora h'ambn Address January sU , 1998 Hyannis , 02601 Qa2 al appiimnm Gry/rowNLp ode 2. Applicant: 5. Contact Person: Town of Barnstable D.P .W. Thomas J. Mullen, Superintendent Name Name 367 Main Street 367 Main Street, Hyannis MA 02601 Address Address Hyannis MA 02601 508/790-6300 508/790-6400 avrmvvp ride rdepVforrc mrmder FAX ranw 3. Facility generating the sludgelseptage: S. Date of DEP Approval of Suitability: Hyannis WPCF July 16 , 1996 Name or fadity Class'rfication: ❑Type I ®Type II 0 Type III Addrea Hyannis , MA 02601 _ 7. Stabilization Variance: ❑Yes No cily/rowrZIo code Ll Site Information 1. 4. Slope of site to be landspread Number of acres: 71 . 3 20 Z MlsfmrrmAysntdga 5 z Imdrd in ay wooVW _ 17 I ro be tandsmead x;m swpw"M e n a e s u g e D. Arcraye per[-2P material 2: Type of zoning for. 5. Soil Characteristics of Application Site (If SCS Soil Survey is not published,contact regional Soil Conservation Office Barnstable Landfill/Institutionalbrinformabon) See Site & Project Description Z f}pedlandspeadlrgAk Industrial, vacant, residential a- .USDA Sail Conservation Service Sol Name(mapping symbol): &AW14 yir*ies or C d D) See Figure 6-3 for Land Use See SCS Map (Pg. 3. What are the surrounding land uses? Industrial, residential , b. USDA Soil Conservation Service Soil Texture Designation: commercial , vacant Sand or sandy loam Page 1 of 9 Rev.8194 Massachusetts Department of Environmental Protentlon i-1 0 6 0 0 5 r. Bureau of Resource Protection—Water Pollution Control Transmittal BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres In Size RRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size RRP. WP 32 Renewals or Modifications to Land Application Certifications te—Per Requirements of 310 CMR 32.00, Regulations for the Application for Sand Application Certifica Land Application of Sludge or Septage Site Information (font) e. USDA Soil Conservation Service Physical and e. Depth to bedrock . Chemical Properties: N/A > 20 in/hr. leef N/A more P&MV2 IV 5 . 1 (sand) ; 5 . 2 (Sandy loam) * A41able iYaVC=IY vx 6. Distance to nearest ge ipal well(s): low Shnnt-S1+eR Pof+!n1ia1 � K=0. 1, T=5 A ErasirnFaars HyIM109cGMUO Distance to nearest private well(s): N/A for sandy loam 650 Lkain to hign warm Table 15 ' for sand * kd d. Sol Chroma Using Munsell Color Notation, (if{mown to applicant:otherwise to be determined by 7 Distance t®nearest surface water. • site investigation by DEP with applicant): 1 , 750 1) Mottles with chroma of two or less over five leer percent or more of soil within three feet of ground surface? Is the surface water(s)a public drinking water supply(class ❑Yes ❑ No N/A A water)? 2)Dominant color of soil matrix within three feet of ❑Yes C3 No ground surface has chroma of one or less and mottles cover less than five percent of surface area? ❑Yes ❑ No ' N/A * The " sand" sample is for the Soils Excavation Area ; the " sandy .loam" .is for the 4 Acre Area . Soil Anal S/S Attached in Appendix, A for each of the two soil types s areas evaluated . and Append copy of Soil Analysis which includes the following parameters: • total chromium(CO. PH, • cation Exchange capacity(CEC), total copper(Cu), total nitrogen(N), .:lead ammonium nitrogen(NH4),. mercuuryry(Hg), nitrate nitrogen(NO3).total phosphorus(P), nickel n). unc potassium(i), • total cadmium(Cd), PCB's((if if sludge or septage contains 2 ppm or greater). Page 2 of 9 Rev.8/94 --- � : 106005 � Afassacbtlsetts©epartment of Envirvnmenral prorecilori Transmittal Bureau of Resource Protection—Water Pollution Control BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size • BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size BRP WP 32 Renewals or Modifications to Land Application Certifications ` Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the � PA Land Application of Sludge or Septage Site Control Measures See "Erosion control Plan" 1. Win erosion control or run-off prevention practices be 2. Are drainage practices necessary? necessary? ] (es No It so,describe measures: F0 Yes ❑ No ff so,describe: Sludge to be mixed w/woodchips & yard waste to provide erosion control characteristics . Mulch & hay bales to be used . Crop Information 3. .approximate date of planting harvesting: 1. type of crap to be grown: High yield grass for erosion Plant in Spring and Fal-1- - control. mow in Summer . 2. crop nitrogen needs: 4, intended use of crap: 100 to 300 for w&R and Fr, Erosion control > + See Permit Appl . Table 3 Grazing Information 4. Amount of time between land application and grazing: 1. Type of animal: Y N/A N/A x dd4s 2. Approximate size of herd: y Do grazing animals receive supplemental feed? N/A ❑Yes ❑ No If yes,how much and what type? 3. Duration of grazing period: _ N/A N/A Land Application Calculations fe 3. Proposed Method of Application: Please attach completed applcabon rate worksheet attached in Appendix A(e.all calculations must be ❑ Swf=Spreadim4 completed as part at this submittaL ❑ Surface Spreading followed by incorporation ❑ Subsurface Injection 2_ Anticipated date of application: pother (please describe): May and September , 1998 and Mix (blend of incorporate) sludge armor an 199'9 . 'and and waste & with wood. chips y spread the blended material in six to ten inch layer. Blended material will Page3of3 be incorporated into the soil Rev.V94 on portions of the Soils Excavation Area . See Figure- 1 . Massachusetts Department of Environmental Protection 10 6 0.0 5 l—v— —� Bureau of Resource Protection—Water Pollution Control Trarrsm;twt BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size • BRP WP-31 Certification-of Land Application Projects Less than or Equal to 0.5 Acres In Size 1 BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certiricate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Transportation 1. Transporter. 4. Method of Transportation. Describe vehicle type(dump truck,tank truck.etc.)and measures taken to avoid leakage Town of Barnstable D.P .W. and spillage: Name Drniar•t See 367 Main street Site and Address Hyannis MA 02601 Des tion Cily/rown/7p Cade 508/790-6300 relepbone tiumoer W 2. Approximate date(s)of transportation: See Site and ro;Pr * nA�^r' ^' ion 3. Estimated number of trips per date of transport: See Site and Protect 2tion • filled out b DEP) Approval Section (Ti be Y Disposition: 1. ❑ Approved as Submitted 5. Approved total cumulative application limit: 2. ❑ Approved as Amended (trslarn Condi= 6. Site availability: Nwrdri d yews 3. Source's)of sludge or septage to be land applied: 7 Application denied? ❑Yes ❑No Owners Owabr Hexoq's)for deirW (oodao Amovnr b be Waned' rra S. .Disposition by s; DO of D,-Appori � 4. Approved annual rate of application:. Late aVAapVdd9ntrbrEM ❑Type Il ❑Type Ill Page 4 of 9 Rev.M4 I � ro ro � �` � �'r: ', �, 0 H r x ' � _: F� SY 4i'� MG �: • • • i ' Bureau of Resource.Protection Water Pollution Control Transmitia!> � BRPP 30 certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size • BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section A - Sludg and Soil Data fov- 501 Ls FKC&VAT-ion/ umulativeAo lication Rates I and C p Worksheet for Calculating Annual a All calculations must be inctuded with Land Application Certificate: Sludge' Sludge Our Your CZl Composition Example - Sludge l Total N 5% .2 Ammonium N 2% 0,1 % oy° p.� %Nitrate N 2 ©,1 % y P ° K 0.1% 0 % Zn 3000 ppm IZ pm Pb 500 ppm 313- opm Cu 1000 ppm. r�4 ppm Ni - 50 p.pm ppm Cd 20 ppm "1 ppm PC8's 2 ppm D ppm Reported on a dry weight basis(mgAg) Appendix A, Section A.— Soil Information Se&u5o;15 7FKcaVn,,i1a,1 Aw I'll, jkd Our Example p Your Soil Texture Loam Sa Soil pH 6.5 .�� • Cation Exchange 12 meq/100g 1—meq/10og Capacity(CEC) Available P 25lbs/A Exchangeable K 50,Ibs/A —Rwk flw' {ovt Pb: 33 ppm < .5 ppm PCs's „ iva k;W,(ppm R, At I A4 ceS o Gt--e, -,(�, e b i P.�r,(ea( Pa e 5 of 9 Rev.8/94 tq� ,wb-te�,'w-f- ct i 1i 5 5 W i 14- Wood 117 5 a--:J W sk TABLE-E ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis Blended Biosolids Town of Barnstable,Massachusetts Blended Biosolids Barnstable Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Date Sampled 11/16/95 11/16/95 11/16/95 11/16/95 3/14/96 3/14/96 3/14/96 3/14/96 35556 Date Sludge Produced . 9/93-2/94 9/93-2/94 2/93-8/93 2/93-8/93 9/93-2/94 2/93-8/93 2/94-11/94 12/94-9/95 10/95-12/95 Pile(s) Sampled Pile AA(1 Pile CC(1) Pile.AA(1) Pile CC(1) Pile AA Pile CC Pile DD Pile EE Pile FF Analytical Lab Name Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxikon Lab Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Average Analysis Results: pH 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 8.4 %solids 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 56 52.7 Tot-N 2860 1980 1610 2300 1820 770 1180 1210 6850 2286.7 Amm-N 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 113 625.0 Nit-N 88.0 53.6 73.9 37.6 nd 4.25 19.8 nd 71.1 38.7 Tot-P 4000 6670 5300 4600 1680 2700 3130 1310 2430 3535.6 K 1718 1243 1239 1326 1045 837 1049 1505 641 1178.1 Cd nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 0.8 2.7 Cr 5.55 5.32 4.57 5.09 7.19 5.22 5.75 19.1 7.84 7.3 Cu 197 190 174 220 219 194 237 164 149 193.8 Pb 35.2 34.2 27.1 35.4 34.0 24.3 37.1 30.5 36.4 32.7 Hg 0.506 2.63 nd 3.22 0.706 0.615 nd nd 0.695 0.9 Ni nd nd nd nd nd nd nd 13.1 2.64 1.7 Zn 122 135 112 150 115 113 172 92.5 113 124.9 MO 1.82 nd nd 1.75 nd nd nd nd nd 0.4 Boron 11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 5.03 8.3 PCBs nd nd nd nd nd nd nd nd nd 0.0 Arsenic nd nd nd nd nd nd nd nd nd 0.0 Selenium nd nd nd nd nd nd nd nd- nd 0.0 C> 0 0 Notes: 1. Indicates duplicate sample. N1 TAB-E.XLS,Table E Stearns& Wheler,LLC 1/29/98, 7:56 AM,NCW Environmental Engineers and Scientists SOIL ANALYSIS REPORT FOR RESEARCH /o(000s 01/09/98 SOIL AND PLAINT TISSUE TESTING LAB LAB NUMBER: S980105-106 WEST EXPERIMENT STATION BAG NUMBER: 35084 UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 DATE SENT: SOIL WEIGHT: 8 .08 g/5cc STEARNS & WHELER/NATE WEEKS CONCERNS : 100 W. MAIN STREET HYANNIS , MA 02601 ---------------------------- ANALYSIS REPORT PD2, 5 A-N Sod�,s Fk'cav�tran/ �R�.� SAMPLE ID: EX AREA C SOIL TYPE: SOIL PH 5 . 1 ALUMINUM (AL) : 55 PPM (Soil Range: 10-300) BUFFER PH 7 . 3 ORGANIC MATTER: 0 . 2 %. Desirable range 4-8%. NUTRIENT_LEVELS:_PPM_; LOW MEDIUM HIGH VERY_HIGH PHOSPHORUS (P) 1 POTASSIUM (K) 7 ; X CALCIUM (CA) 13 MAGNESIUM (MG) 3 A-MlIONIUM (NH4-N) l ;XX NITRATE (NO3-N) 3 ; XX CATION EXCH CAP PERCENT BASE SATURATION 0 . 1 MEQ/100G K=15 . 7 MG=18 . 6 CA=65 . 9 MICRONUTRIENT PPM SOIL RANGE MICRONUTRIENT PPM SOIL RANGE Boron (B) 0 . 0 0 . 1-2 . 0 Copper (Cu) 0 . 1 0 . 3-8 . 0 Manganese (Mn) 0 . 8 3 - 20 Iron. (Fe) 4 . 3 1 . 0- 40 Zinc ( Zn) 0 . 1 0 . 1- 70 EXTRACTED LEAD (PB) 1 PPM. ESTIMATED TOTAL LEAD IS 43 RPM. EXTRACTED CADMIUM (CD) 0 . 0 PPM. . EXTRACTED :NICKEL (NI ) 0 . 0 PPM. EXTRACTED CHROMIUM (CR) 0 . 0 PPM. --------------------------------------------------------------------------- COMMENTS COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. /o(,005 TOTAL METALS ANALYSIS REPORT .01/09/98 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T980109-109 WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 STEARNS & WHELER, LLC 100 WEST MAIN ST/P.O. BOX 975 HYANNIS , 1A 02601 ANALYSIS RESULTS FOR SAMPLE # EXC AREA: I L-S ?cCA V;k-"®h/ APS A- ELEMENT RESULTS (%) ELEMENT RESULTS (PPM) NITROGEN (N) 0 . 01 ZINC ( ZN) 5 PHOSPHORUS (P) 0 . 01 COPPER (CU) 6 POTASSIUM ( K) 0 . 04 MANGANESE (MN) 58 CALCIUM (CA) 0 . 01 BORON (B) 2 MAGNESIUM (MG) 0 . 05 IRON (FE) 0 . 35 ALUMINUM (AL) 0 . 28 LEAD (PB) 4 CADMIUM (CD) 0 NICKEL (NI ) 3 CHROMIUM (CR) 3 Nitrogen: 0.005 7 Sample Contained 18.2 Z coarse fragments, removed prior to analysis COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT ( 413) 545-2311 . Massachusetts Department or Envtronmenrai rrorecrion Bureau of Resource Protection—Water Pollution Control TransmittaliF i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5. Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section B —Nutrient Needs of Crop. Our Your Example Crop Crop grown and yield per acre corn= t?y a 5 -bti Nutrients needed per acre N=JD Ibs /00 404- Ibs IN F P FG (based on soil test report or P2os Ibs — Ibs data from Tables 1-3) K20= D Ibs Ibs Appendix A, Section C— Determine Annual Rate of Sludge Application 1. Amount of forms of N in sludge: d. Pounds of nitrate N per ton of sludge a. Percent organic N %nitrate N(&LA)x 20=Ibs nitrate Mon %total N-(%ammonium N(amA)+%nitrate N Our example: Q x 20= Q Ibs N/ton &gjA) =organic N Our example: I -( 2 + Q )= Q %organic N Your sludge: ti z 20= 0 Ibs N/ton Your sludge:�'L-(D I + 0 )=0,1%organic N 2• Amount of plant-available N in sludge: +nitrate N b. Pounds of available organic N per ton of sludge a. Avail.organic N(J t)+ammonium N U Ld)=Ibs Man Incorporated %organic N U x 4=Ibs available organic N/ton' Our example: 12 + IQ + Q = 52 Ibs Mon 'The conversion factor for NH-N and NO3 N is incorporated calculated from: Your sludge:o•4+ +0= -1 Ibs Mon Ibs N X 2000 Ibs- =-:- incorporated 20.0 100 Ibs sludge ton b. Surface Application of sludge assumes ha the and for No 20 x .2 (only 20%available)=4 ammonium N will be lost by volatilization) Our example: Q x 4= 12 Ibs N/ton Avail.organic N U+(ammonium N U/21+ nitrate N(Lo=Ibs Mon Your sludge:t7_I x 4=D_4 Ibs Mon Our example: 12 +(4Q /21+ Q = U Ibs_ c. Pounds of ammonium N per ton of sludge Mon surface applied Your sludge:Lf+LLJ 21+ 0 =0_4lbs Man %ammonium N(Sec Al x 20=Ibs ammonium Mon surface applied--...-. .. -. . . Our.example.` 2. x 20 4Q. Ibs Mon 3. Adjust N fertilizer recommendations to account for residual.. (N.from b applications in 3 previous yeajs): Your sludge:Of x 20=Z lbs Mon � Nb �►��o ws �4-PP li cA�bvnE �— 0.46 x%organic N x tons sludge/acre=Ibs residual Nacre j e s I.rs•2 R,LQ, IV Etq-1tJ ;s v v 1�,�1 �� (��ea.a,� r E{-- "� b IP,n1e�C' irate��•C. ;s fti(rt,rt� q•3 !,ph-'CL -'5 4e.. MfeJc,+roe, lcc� Page 6 of 9 Rev..8r54 U 'T,e �t i- Nu^ GOl�sfpn f—(T^ IU�T1 (V O3 S SLc: (� P��2rC CE�Lu�e+ i'L'n/ON Al (k. Bureau of Resource Protection—Wafer Pollution Control Transmittal i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size S BRP WP 32 Renewals or Modifications to.Land Application Certifications _ Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section C— Determine Annual Rate of Sludge Application (coot.) a. Sludge applied one year ago �' Your sludge:_/_=_tons sludge/acre Ct, Our example:0.46 x Q x Q = B,Q lbs residual b. Surface Application N/acre Our example:]�U/2 =41 tons.sludgelacre Your sludge:0.46 x_x_=_lbs residual N/acre Your sludge,_/_=_tons sludge/acre b. Sludge applied two years ago n/'A- 5. Annual sludge application rate based on Cd addition Our example:0.46 x Q x Q U lbs residual limitation: N/acre a. Calculate amount of Cd per tort of sludge Your sludge: 0.46 x_x—_ —lbs residual N/acre ppm Cd(1gr A)x 0.002=lbs Cditon of sludge c. Sludge applied three years ago Af( Our example: ZQ x 0.002=JSA lbs Cd/tan Our example:0.46 x Q x Q = Q lbs residual g t N/acre Your stud a:a_x 0.002= D lbs Won Your sludge:0.46 x__x__ =_Ibs residual b. Calculate tons of sludgelacre to give A5 lbs Cd/acre n r� N/acre 0.45 lbs.Cd/acre/lbs.Cd/Ton(5.a)=tons sludge/acre /v d. Potal residual N Our example:.45/Q,QQ=Lt_9�tons sludge/acre Step 3.a+Step 3.b+Step 3.c=total residual N/acre ,trl i;J-+. Your sludge:.45/ © =_tons sludge/acre Our example: U +U + Q = 1M total lbs 11 residual N/acre 6. Select proper annual sludge application rate per acre: l J Your sludge:_+—+__total lbs residual a. Incorporated application-Step 4.a or Step 5.b, N/acre whichever is lower e. Adjust N requirement MIA- Our example:12 tons sludge/acre Lbs.N needed by crop er B)-lbs residual N(,'),A_ lbs N required/acre Your sludge:—tons sludgelacre Our example: JQ lbs N required/ b. Surface application-Step 4.b or Step 5.b,whichever acre is lower Your sludge:__=_lbs N required/acre Our example:11 tons sludgelacre Note:If no sludge was applied in last three years,use lbs N Your sludge:_tons sludge/acre from Section B as the final amount for lbs N required/acre. 7. Additional fertilizer N needed if annual sludge applica6on Ct, Cl 4. Annual sludge application rate based on amount of N rate is based on Cd addition limitation: needed by crop: Adj.N required(Q,g)-(Ibs avail.Mon(2.a or 2.b)x max Adi.'N required U/lbs avail.Mon of sludge(Z&Z tons sludge/acre(LWJ=lbs additional fertilizer Nacre tons sludge/acre Your sludge:_-(_x_)_—lbs fertilizer Wacre a. Incorporated Application Note:A negative answer means no fertilizer N is needed. Our example:J�U/52 =11 tons sludgelacre. r Page lof9 Rev.8/94 I"ok. � N, MaSSac&lsettsueparrmenrortnvironmema,rruiecr,urr L0 � Bureau of Resource Protection—Water Pollution Control Transmittal f i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications . Application for Land Application Certificate—Per Requirements of 310 CMR.32:00; Regulations for the Land Application of Sludge or Septage Appendix A, Section D Determine Amount of Additional Fertilizer(Potassium and Phosphorus) Needed 1. Phosphorus: 1, 2. Potassium: a. .PZO,added in sludge a. K O added in sludge Tons sludge/acre(6.a orSU)x%P(5gLA)x 45.8.= Tons sludge/acre(6,a or U x K(5tL9)x 24 = lbs P2O Jacre lbs K 0/acre Our example:Q.Q x 2 x 45.8 =2Z`i lbs P,OJacre Our example:11 x Q. x 24= Z lbs K 0/acre Your sludge:. x_x 45.8=_Ibs PZO Jacre Your sludge:_x_x 24=_Ibs KZ0/acre b. Additional fertilizer PO,needed b. Additional fertilizer needed Total Po,needed(5gg,3)-PZOS in sludge(la)= Total K O needed(aN3 -KZO in sludge(2,a)=Ibs lbs PZO Jacre Kz0/acre. Our example:59 lbs Pt0 Jacre Our example:ZQ -Z Q JQ lbs K,0/acre Your sludge:--_=_Ibs P,OS/acre Your sludge:__-_=_Ibs K=0/acre Note:A negative answer means no additional P205 is needed. Note:A negative answer means no additional K,0 is needed. I q q 4 �Ghe h s{rwl ec� (' �cee�C'eJ�" I Appendix A, Section E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied 1. Calculate amounts of sludge or septage needed to reach Your sludge: limits of Zn,Cu,Ni,and Cd. Obtain from Table 5 the 2.O (2-5 1� maximum amount of metal for the CEC of soil used: Zine,�(�X 0.002)=-_A_tons siudgelacre Maximum Amount Metal Allowed 33 Cadmium 4S Lx 0.002)=tons sludge/acre (Concentrations in Sludge or Septage(Sec A)x.0O2'i C1� Capper /(._q_c 0.002)=32 ons sludge/acre Maximum tons sludge or septage/acre Nickel/(fix 0.002)=_tons sludge/acre Our example: 2- Calculate oust of sludge or septage needed to reach limits Pb nd PCS's'. Obtain from Table 6 the maximum Zinc JU/(EM x 0.002)_U tons sludge/acre amount or the CEC of the soil used: Cadmium Al/(20 x 0.002)=112&tons sludgelacre (Max.Amount Allowed-(Soil Background level(Sec A)x 21) Copper M/(1000 x 0.002) tons sludge/acre (Concentrations in Sludge oc Septage(S-ec A)x.002J Nickel JM/(50 x 0.002)=1,44Q tons sludgelacre =Max.tons sludge or septage/acre "Conversion factors:ppm X .002 = lbs.per dry ton; ppm X 2 = lbs.per one acre of sd1I to plow layer depth. C EC. UreocCs ! dvv� lunSa. i S ) page 8 of 9 Rev.M Ul", - 5o/(I q4 )t 0,V0 2) _ massachusetts UeparUnenr or Envlronmenral.rracecrian 1 10 b 0 01� J Bureau of Resource Protection—Water Pollution Contml Transmittal# i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section E (cont.) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied II Our example: Lead JU x 2) x 0.002)_534_tons of sludge 4. Calculate number years that sludge can be applied: or septage/acre Max tons sludge allowed/acre(H)/to sludge applied/ PCs's 2-(M x 2)/(2 x 0.002)=JU tons of sludge acrelyear(Sec C.6.a.or6.b)=No.years or septage/acre a. Incorporation application Your sludge: 445 3ti1 Ct 43 Our example:$,' /�4=2ZYears Lead_-(I— x 2)/(_x 0.002)_ tons of sludge or septage/acre Your sludge:_/_=_years PCs's -(?x 2y(-x 0.002)_Mons of sludge b. Surface application or septage/acre Our example: U/11=1Z years 3. Determine the maximum amount of fudge or septage Your sludge:_J_=_.years which can be applied per acre by selecting the lowest tonnage figure calculated in 1 or 2 above: Our example- ons/acre m limiting constituent /, 1�0�0k 0pnei f l`rw- 1 Your sludge:1ZZt s/acre_limiting constitueni moo,✓. Al • Page 9 of 9 Rev.8194 /o O,P,5 Stearns & Whel'er —T eJ W 1.;& LF 64swv 6/zSl�� 13oo o ,00 ENVIRONMENTAL Subject U Date/ Jo o. ENGINEERS AND SCIENTISTS A Comp.By Che B oil Af, k 1 I _ i i cl rj f i I o I / rt l i. ` 11 _ i if i I _ . _ Ji— Is GT — Sheet of Stearns & Wheler J 66 oos ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS ' Comp.By Che ked By An I I I ► I 1 1 I 1 1 { II d,, I { I i I . joc I 7. i 1 I + , Ti Yfl I ! i f l I I I I ► !� 1 { i ' ivJ I I E i i I i Sheet � f�¢ SOIL ANALYSIS REPORT FOR RESEAR H 07/12/96 . A �� SO=L AND PLANT TISSUE TESTING LAB LAB NUMBER: S960705-631 � WEST EXPERIMENT STATION BAG NUMBER : 27961 UNIVERSITY OF MASSACHUSETTS •AMHERST , MA 01003 DATE SENT.: SOIL 'WEIGHT : 3 . 15 9/0-cc STEARNS & WHEELER CONCERNS : % OF GRAVEL . P.O. BOX 975-100 W . MAIN HYANNIS, MA 02601 ----------------------------------------------------------------------------- ANALYSIS REPORT SAMPLE ID : OLD . 1 SOIL TYPE : SOIL PH 7 . 7 ALUMINUM (AL) : 13 PPM BUFFER PH 7 . 5 ORGANIC t1ATTER : 26 . 3 w/o. Desira�la range NUTRIENT_LEVELS :_PPM_; LOW MEDIUM HIGH VERY—HIGH PHOSPHORUS Vnnnnnn V V V V V Vn V Vnnnnn V V V Vn*:Vn Vn Vn Vn Vn Vnn V Vn VnnV Vn V V Vn V V V V V V V v V v V V V V V V V V V V v ( P) 244 , nnnnn,:nn.\nnnnnXnnnn.\nnnn vv vvvvvvvvvvvvvvvvvvvvvv POT'-, . (K) 112 , X,\,\Xnn,.n.\,\nnnnnnnnn,\,.nn,\nA vvvvvvvvvvvvvvvv vvvvvvvvvvv vvvv vvvv\,vvvvvvv\, CALCIUM (CA)22854 , nXnnnnnnnnnnnnnnnnXXnnn;.nnnnnnn.XnnnnXnnnnnnnnnnnnn ivvvv v vv v vvvv vvvvvvv-vvvvv vvvvv vvv v vv MAGNESIUM (�1G) 341 , nnnnXXXnXXnnXnXnnnnXnnnnnnnnnnnnXnnnnnXAAAXAXXXnn AMMONIUM (NH4-N ) 7 � XXXXXXXXXXXXXX NITRATE (NO3-N ) 80 : XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CATION EXCH CAP PERCENT BASE SATURATION SOLUBLE SALTS 186 . 3 MEQ/100G K= 0 . 3 MG= 2 .4 CA=97 . 4 73 MICRONUTRIENT PPM SOIL_RANJGE MICRONUTRIENT PPM SOIL—RANG E Boron (8) 1 . 1 0 . 1 -2 .0 Copper (Cu) 3 . 0 0 . 3-8 . 0 Manganese (Mn) 14 . 5 3 - 20 Iron (F2) 9 . 6 1 . 0- 40 Zinc ( Zn ) 6 . 0 0 . 1— 70 EXTRACTED LEAD (PB ) 6 PPM. ESTIMATED TOTAL LEAD IS 98 PPM . EXTRACTED CADMIUM (CD) 0 . 3 PPM. EXTRACTED NICKEL (NI ) 0 . 9 PPM. EXTRACTED CHROMIUM (CR ) 0 . 7 PPM. ------------------------------------------------------------------------ CCMMENTS I k ,�4 S ����` �- i�.o�,'Cs . �'L► t S Y�5 c N�+�� ��i G. cep C4,,to tes w Ak k P-ely�'vw"J-. Tl-e— GFL as a �oN' 6 COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHE .ST . TOTAL METALS ANALYSIS REPORT 07/30/96 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T960725-106. WEST EXPERIMENT STATION I0600,5 UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 - • STEARNS & WHEELER 100 WEST ;MAIN STREET HYANNIS , MA 02601 ANALYSIS RESULTS FOR SAMPLE # OLD. 1 : ELEMENT RESULTS (%) ELEMENT RESULTS (PPM) NITROGEN ( N) 0 . 943 ZINC ( ZN) 142 PHOSPHORUS ( P ) 0 . 344 COPPER (Cu ) 206 POTASSIUM ( K ) 0 . 053 MANGANESE (MN) 188 CALCIUM (CA) 8. 562 BORON ( B) 4 MAGNESIUM ( MG) 0 . 168 MOLYBDENUM (MO) 1 .4 IRON ( FE) 0. 418 ALUMINUM (AL) 0 . 344 LEAD ( PB) 46 CADMIUM (CD) 0 .4 NICKEL (NI ) 5 CHROMIUM (CR) 9 ARSENIC (AS) 5 COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT & SOIL SCI UMASS-AMHERST . FOR FURTHER INFCRMATION CONTACT THIS LABORATORY AT (413 ) 545-2311 . Steams & Wheler L0600,; ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS Comp.By Checke By. L� 4t . I i i i ( i II, I I ( b i-6 j i I I I I LA I I I I i i i I i I + I 1 I ' - 1I Sheet-577of- I steams & Wheler la 6 oos ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS � - Comp.By Checked By - AB i , AA I CLA i ; i i E j _ I i sir I I i ) � i I A _ i I i � I Sheet of,, Stearns & Wheler wisi1_0 660r ENVIRONMENTAL Subject 0 Date-, Job ENGINEERS AND SCIENTISTS S e,Yw: //w/ y) Comp.By Checked B Am Eupu,,i,,Oj o-V AJ+�.e�La"' �o LgdC,.q I�j/qelvow ql of , ! ! I I , rs � - � ! -3 ZZ I —.- _ . t i 1 i llli--l'-- I I I U. ! E i 1 , I ' t ` I 1 ( f V�OJJJA'n i { ! �le A Lr . ! 1 ' : 4 i y I i LL al 1 6 ! 2S% — i Sheet of 57 Stearns & Wheler I_o600s ENVIRONMENTAL Subject Date Jo No. ENGINEERS AND SCIENTISTS C— Comp. By Checked By An I I I I AV 46 I �I fps/ i i E � ) i v (� 1 ) t , I yy ' �4— i E n _ f _ -foci 44( : arz- Sheet — of 1 r. 122 Acid I -Base Chemistry pH pK 0` 2 4 G 8 9.3 12 14 10 j 2l,t I I Q 4 System C CT,NH3 point O l+ �c• c N H v [ 31ag1 0 6 Rr�. U 9F1' C I [NH4 L>j ([OH— ] + [NH °k 31ag1 8 [OH— ] ,I, 10 [" Fig. 4-3. The pC-pH diagram for a 10-4.5 M NH4C1 solution at 25°C. [OH-] and [NH3(..,)] from the diagram at several pH values in the critical region and then construct a pH versus p([NH,,,,)] + [OH-J) line so that the proton condition �' a can be solved exactly in the diagram. With experience, alternative 2 is acceptable v and speedy. Alternative 3 is illustrated in Table 4-5 and by the dashed line in Fig. 4-3. Using this alternative, we find that pH = p([NH Steams & Wheler /0.6 00� ENVIRONMENTAL Subject Date J No. ENGINEERS AND SCIENTISTS Comp.By Checked By r An I ( i I i i I I a I I I f 4 f I Eo D 1^ = 1 �* (�ati/--wLc� I 3 r� � c _ I _ I if _ I If E �A�^y I I iV�Y i ----- ! SheetT of-5— Steams & Wheler ENVIRONMENTAL Subject Date ,lob No. ENGINEERS AND SCIENTISTS Comp. By Checke By AB I I �I I I i I � I I I i I ; I I f f I ( i I I � I I I i I i I I I T ' ( Sheet of-6: �666b� Table 1. Soil Test Levels for Phosphorus and Potassium Soil Test Level Phosphorus Test Potassium Test Obs./acre) Obs./acre) Very low 0 - 10 0 - 80 Low 11 -20 81 - 150 Medium 21 - 30 151 - 120 High 31 -70 211 - 300 Very high 71+ 300+ BRP WF 30,31,32 Land:Application Certificate-Tables 8194 Page 1 Of 4 Table 2. Fertilizer Recommendations for Corn and Soybeans • Expected Nitrogen K or P P,05 and K20 needed if soil test level" is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High Cora lbs/acre 100-110 120 P205 100 70 50 30 0 KZO 100 70 50 30 0 111-125 140 P205 110 80 60 30 0 KZO 120 90 60 30 0 126-150 170 P20S 120 90 60 40 10 K20 150 120 70, 40 0 151-175 200 P205 130 100 70 50 10 K,0 180 140 90 60 0 176-200 230 P205 150 120 80 50 10 K,0 200 160 120 80 0 Soybeans 30-40 140** P205 60 50 40 30 0 K2O 100 80 50 40 0 41-50 175 P205 80 70 50 30 0 K20 120 90 60 60 0 51-60 210 P205 100 90 70 40 0 g,p 150 120 90 60 0 61-70 245 P205 120 100 80 50 20 K10 180 150 120 80 0 120 100 80 50 20 71+ 300 P205 g20 200 170 130 80 20 * See Table 1 definition of soil test.levels. ** Not recommended with conventional fertilisation practices because of nitrogen fixation by soybeans. A oi BRP WP 30,31,32 . - Page 2 of 4 Land Application Certificate-Tables &� Table 3. Fertilizer Recommendations for Small Grains and Forages / • Expected Nitrogen K or P PZOS and KO needed if soil test level" is Yield Needed ( I c (lbs/A) V. Low L,ow`. Medium High V. High Wheat and Rye (WR) lbs/acre Oats &Barley (03) WR, 30-44 bu. 55 PZOS. 90 60 30 20 20 OB, 70-85 bu. 55 K,O 90 60` 30 0 0 WR,45-54 bu. 65 P205 120 90 60 30- 20 OB, 86-100 bu. 65 K:O 120 90 60 _ 30 0 WR, 55-64 bu. 75 P205 120 90 60 30 20 OB, 101-115 bu. 75 K,0 120 90 60 30 0 WR, 65-74 bu. 85 PZO, 140 110 90 60 20 OB, 116-130 bu. 85 KZO 120 90 60 30 0 • 95 P O 140 110 90 60 20 WR, 75+ bu. i s OB, 131+ bu. 95 KO 120 90 60 30 0 i Forage Crops (FC) FC, 4 tons 100 P205 100 80 50 30 20 K20 240 200 150 80 0 FC, 6 tons 200 P-05 120 100 70 50 40 K20 360 300 240 180 I20 120 90 70 50 FC, 8 tons 350 P,05 - 140 K20 . 480 420 360 300 240 * See Table 1 definition of soil test levels. i BRP WP 30,31;32 _.. 1.. Land Application Certificate-Tables S/94 Page 3 of 4 Table 4. Maximum Annual Application • Supstance CEC less than 5 CEC 5 or more Cadmium ' all soils 0.45 lbs/acre Table 5. Maximum Cumulative Additions Limit Substance CEC less than 5 CEC 5 or more Cadmium 4.5 lbs/acre 4.5 lbs/acre Zinc 250.0lbs/acre 500.0lbs/acre Copper 125.0lbs/acre 250.0lbs/acre Nickel 50.0lbs/acre 100.0lbs/acre Table 6. Maximum Gunulative Limit-Includes Background Level Substance CEC less than 5 CEC 5 or more Lead 445lbs/acre 600/lbs/acre P CB's 2 lbs/acre- 2 lbs/acre BRP WP 30,31,32 Page 4 of 4 Land Application Certificate-Tables 9194 DAr . � > ro � ro > I . � © I » 0 « M . .> |� M > \ % i < yf . . Bureau of Resource Protection—Water Pollution Control transmit ## BRP WP 30 ertification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land.Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations for the Land Application of Sludge or Septage Appendix A, Section - Sludge and Soil Data Worksheet for Calculating Annual and Cumuladve Application Rates .Fr Acre, sire. All calculations must be included With Land Ap�rtication Certificate: Sludge' Sludge Our Your Composition Example Sludge Total N 5'/0 Ammonium N 2% ( % Nitrate N 0% ©,O % 2% P 0.1% Q % K Zn 3000 ppm opm Pb 500 ppm 32, pm Cu 1000 ppm �IIq ppm , Ni 50 ppm I17 ppm Cd 20 ppm —1—pp(r. PCB's 2 ppm 0.0 opm Reported on a dry weight basis(mg/kg) Appendix A, Section A.— Soil Information Our Example Your Soil Texture Loam Sail pH 6.5 Cation Exchange 12 meq/100q qr2 meq/100g Capacity(CEC) Available P 25 Ibs/A _. 50 Ibs/A Exchangeable K �8. 1bsl�C S;�� Pb TO+kL �te �)=1ccL Vt5 33 ppmppm ! ie <0.5 ppm fJo t 'Wk ppm PCs's e r No j es; I. ��1 h e �i✓w•�zs 5 ei�e� ►er�(G, hey e,�/,�.uo 41n "61 Z+- 4 h-a�i Ak " Page 5 of 9 Rev.8/94 S( D l I► cam �f t,t,V i 0 TABLE-E ANALYTICAL RESULTS SUMMARY Metals,PCBs and Nutrient Analysis Blended Biosolids Town of Barnstable,Massachusetts Blended Biosolids Barnstable Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262, J-2263 J-2535 Date Sampled 11/16/95 11/16/95 11/16/95 11/16/95 3/14/96 3/14/96 3/14/96 3/14/96 35556 Date Sludge Produced 9/93-2/94 9/93-2/94 2/93-8/93 2/93-8/93 9/93-2/94 2/93-8/93 2/94-11/94 12/94-9/95 10/95-12/95 Pile(s) Sampled Pile AA(1 Pile CC(1) Pile AA(1) Pile CC(1) Pile AA Pile CC Pile DID Pile EE Pile FF Analytical Lab Name Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxicon Toxikon Lab Sample No. J-2174 J-2175 J-2176 J-2177 J-2260 J-2261 J-2262 J-2263 J-2535 Average Analysis Results: pH 11.0 10.2 12.4 11.6 8.7 10.5 9.3 8.6 8.4 %solids 46.9 54.3 48.6 55.4 49.6 56.2 53.8 53.5 56 52.7 Tot-N 2860 1980 1610 2300 1820 770 1180 1210 6850 2286.7 Amm-N 176 85.9 479 71.0 1800.0 760.0 940.0 1200.0 113 625.0 Nit-N 88.0 53.6 73.9 37.6 nd 4.25 19.8 nd 71.1 38.7 Tot-P 4000 6670 5300 4600 1680 2700 3130 1310 2430 3535.6 K 1718 1243 1239 1326 1045 837 1049 1505 641 1178.1 Cd nd 2.99 2.22 2.38 2.88 2.29 2.62 8.07 0.8 2.7 Cr 5.55 5.32 4.57 5.09 7.19 5.22 5.75 19.1 7.84 1.3 Cu . 197 190 174 220 219 194 237 164 149 193.8 Pb 35.2 34.2 27.1 35.4 34.0 24.3 37.1 30.5 36.4 32.7 Hg 0.506 2.63 nd 3.22 0.706 0.615 nd nd 0.695 0.9 Ni nd nd nd nd nd nd nd 13.1 2.64 1.7 Zn 122 135 112 150 115 113 172 92.5 113 124.9 Mo' 1.82 nd nd 1.75 nd nd nd nd nd 0.4 Boron 11.6 7.71 8.93 7.32 6.42 6.83 6.75 13.7 5.03 8.3 PCBs nd nd nd nd nd nd nd nd nd 0.0 Arsenic nd nd nd nd nd nd nd nd nd 0.0 Selenium nd nd nd nd nd nd nd nd nd 0.0 p a� _ a Notes: 1. Indicates duplicate sample. TAB-E.XLS,Table E Stearns&Wheler,LLC 1/29/98, 8:01 AM,NCW Environmental Engineers and Scientists SOIL ANALYSIS REPORT FOR RESEARCH 01/09/98 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: S980105-105 WEST EXPERIMENT STATION BAG NUMBER: 35084 UNIVERSITY OF MASSACHUSETTS AMHERST, " MA 01003 DATE SENT: SOIL WEIGHT: 5 . 89 g/5cc STEARNS & WHELER/HATE WEEKS CONCERNS : 100 W. MAIN STREET { HYANNIS , MA 02601 ---------------- ANALYS I S REPORT Q, 5,4ND Y 4,mm legal" SAMPLE ID : SO AREA A A PF-A- SOIL TYPE: SOIL PH 5 . 2 ALUMINUM (AL) : 158 PPM (Soil Range: 10-300) BUFFER PH 6 . 2 ORGANIC MATTER: 4 . 4 %. Desirable range 4-8%. NUTRIENT_LEVELS :_PPM_; LOW MEDIUM HIGH VERY_HIGH PHOSPHORUS (P) 2 ; XXX POTASSIUM ( K) 58 ,XXXXXXXXXXXXX CALCIU,''-t (CA) 214 ; XXXXXX MAGNESIUM (MG) 86 ; XXXXXXXXXXXXXXXXXXXX AMMONIUM ( NH4-N) 2 ; XXXX NITRATE (NO3-N) 3 ; XX CATION EXCH . CAP PERCENT BASE SATURATION 9 . 2 MEQ/100G K= 1 . 4 MG= 6 . 6 CA=10 . 0 MICRONUTRIENT PPM SOIL_RANGE MICRON TRIENT PPM SOIL_RANGE Boron. (B) 0 . 1 0 . 1-2 . 0 Copper (Cu) 0 . 2 0 . 3-8 . 0 Manganese (Mn) 6 . 2 3 - 20 Iron (Fe) 57 . 4 1 . 0- 40 Zinc ( Zn) 1 . 1 0 . 1- 70 EXTRACTED LEAD (PB) 2 PPM. ESTIMATED TOTAL LEAD IS 50 PPI-I . EXTRACTED CADMIUM (CD) 0 . 0 PPM. EXTRACTED NICKEL (NI ), 0 . 2 PPM. EXTRACTED CHROMIUM (CR) 0 . 1 PPM. ---------------------------------------------------------------------------- CONMENTS OCOMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT SOIL SCI UMASS- M HER T. TOTAL METALS ANALYSIS REPORT 1660 0s 01/0 9/9 8 SOIL AND PLANT TISSUE TESTING LAB LAB NUMBER: T980109-107 WEST EXPERIMENT STATION UNIVERSITY OF MASSACHUSETTS AMHERST, MA 01003 STEARNS & WHELER, LLC 100 WEST MAIN ST/P.0. BOX 975 HYANNIS , MA 02601 ANALYSIS RESULTS FOR SAMPLE # SO AREA: AcW- AAA' ELEMENT RESULTS (%) . , ELEMENT RESULTS (PPM) NITROGEN (N) 0 . 10 ZINC ( ZN) . 13 PHOSPHORUS (P) 0 . 02 COPPER (CU) 12 POTASSIUM (K) 0 . 04 MANGANESE (MN) 36 CALCIUM (CA) 0 . 05 BORON (B) 2 MAGNESIUM (MG) 0 . 08 IRON (FE) 0 . 79 . ALUMINUM (AL) 0 . 87 LEAD (PB) 10 CADMIU14 (CD) 0 NICKEL (NI ) 4 CHROMIUM (CR) 8 Nitrogen: 0.095 7 Sample Contained 9..7 % coarse fragments, removed prior to analysis • COMPUTER PROGRAM & RECOMMENDATIONS BY DEPT OF PLANT &SOIL SCI UMASS-AMHERST. FOR FURTHER INFORMATION CONTACT THIS LABORATORY AT ( 413.) 545-2311 . m'?sSacnUsecis tICpar ulicut u1 cur11 uuulcnca, , .U,.�"U., FLU b 00:5 I Bureau.of Resource Protection—Water Pollution Control Tf2n5miW IF BRPp 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size I , BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size - 1 BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate —Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section B —Nutrient Needs of Crop Our Your Example Crop Crop grown and yield per acre corn Nutrients needed per acre N =170 Ibs /00 40 3O0 Ibs IN i I` RAC Fc- (based on sail test report or P2os Ibs -- Ibs data from Tables 1-3) K70= 770 Ibs Ibs Appendix A, Section C— Determine Annual Rate of Sludge Application Wa- j0rTesA,_ a- 0►-p--+- --- T Ii dam/ o 'V 61ebleIe '11 t . 1. Amount of forms of N in sludge: d. Pounds of nitrate N per ton of sludge a. Percent organic N % nitrate N(5&IA)x 20=lbs nitrate Man • %total N-(°!°ammonium N( C,9)+y°nitrate N Our example: Q x 20= Q Ibs N/ton organic N Our example; i - + org anic anic N Your sludge: 6 x 20= 0 Ibs Mon ( 2 Q )= Q 9 Your sludge:_Z-(0_I + 0 )=01%organic N 2• Amount of plant available N in sludge: b. Pounds of mailable organic N per tan of sludge a. Avail.organic N (I,bJ+ammonium N(�+nitratE N =Ibs;NAon Incorporated %organic N (].,a)x 4=Ibs available organic Nlton' Our example: 1.2 + 4Q + Q = 52 Ibs Man 'The conversion factor for NH-Nand NO3 N is incorporated calculated from: Your sludge:0•4 + +0=��Ibs Nrton lbs-N X 2000 Ibs 20.0 incorporated 100 Ibs sludge ton b. Surface Application of sludge assumes ha the and for No 20 x .2 (only 20%available)=4 ammonium N will be lost by volatilization) Avail.organic N(J t)+(ammonium N(j,gJ/2]+ Our example: Q x 4= i2 Ibs N/ton nitrate N(]..d)=Ibs Man Your sludge:0_l x 4=0.4 Ibs Mon Our exarr,ple .lZ +(QQ /21+ Q = QZ Ibs c. Pounds of ammonium N per ton of sludge Mon surface applied %ammonium N(Sec A).x 20=Ibs ammonium Mon Your sludge:0_4+(°-/ 2]+ =o.4 lbs Man surface applied...._. .._... . _our example:. Z. x 20= 44. Ibs Man 3. Adjust N fertilizer recommendations to•account for res:duaf. ads • Ibs (N from stud applications previous v[ro Your nf �- f---2 5 sludge:.0_I x 20=2- Mon o ws r DTP �-- 0.46 x%organic N x tons sludge/acre=lbs residual Nacre p (r2eo u,�� n �p�yy�p� �►,y�P�,�;�,(i i 5i "�.3 fir I e� Ig[tJc,7( we la� page 6 of 9 Rev..8194 r J"t- IU D3 a s , 5 ee C,,4 d .o,✓0,✓ /V.-I,!*. U /y]a$SdL7/U�G11J Uc'ua'wiout u' iun"u'ur..+,...-. . .uw .. .. Bureau of Resource Protection— Water Pollution Control �'��i �. transmittal} BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres In Size BRP WP 32 Renewals or Modifications to Land Application Certifications _ Application for Land Application Certificate —Per Requirements of 310 CMR. 32:00, Regulations for Lhe Land Application of Sludge or Septage Appendix A, Section C— Determine Annual Rate of Sludge Application (cunt-) a. Sludge applied one year ago ICJ ' Your sludge:_l_=_tons sludgelacra CL) Our example:0.46 x 2 x Q = Si.Q lbs residual b. Surface Application N/acre - tons stud -!acre Our.xampie:l9�2./� -4�to g Your sludge:0.46 x_x__—lbs residual N/acre Your sludge:_/_=_tons sludgelacre �I b. Sludge applied two years ago 5. Annual sludge application rate based on Cd addition Our example:0.46 x Q x §,Y lbs residual limitation: N/acre a. .Calculate amount of Cd per ton of sludge Your sludge:0.45 x_x__ _lbs.residual N/acre ppm.Cd Q&I9)x 0.002 =lbs Cditan of sludge e. Sludge applied three years ago ^,�( Ourexample: ?Q x 0.002=Q.Q=lbs Cdhan Our example:0.46 x Q x Q = Q lbs residual N/acre Your sludgy-6,tt x 0.002= D lbs Won Your sludge:0.46 x--x_. =—lbs residual b. Calculate tons of slu�gelacre to give.45 lbs Cd/acre • N/acre 0.45 lbs.Cd/acre/lbs.Cd/Ton(5.a)=tons sludgelacre d. Total residual N /v Our example:.45/Q,QQ=112&tans sludge/acre Step 3.a+Step 3.b+Step 3.c=total residual Nlacre I AA i;ti.+- Your sludge:.45/ 0 =—tons sludge/acre Our example: §l +U + Q = jai total lbs residual N/acre S. Select proper annual sludge application rate per acre: C 1 Your sludge:—+—+_=—total lbs residual a. Incorporated application-Step 4.a or Step 5b, N/acre whichever is lower e. Adjust N requirement N� - .. Our example:11 tons sludgelacre Lbs.N needed by crop(aiU)-lbs residual N( _ Your sludge:—tons sludge/acre lbs N required/acre Our example: 1ZQ - 1 .$ =15$?lbs N required/ b. Surface application-Step 4.b or Step 5.b,whichever acre is lower Your sludge:---—lbs N required/acre Our example:L2 tons sludge/acre Note:it no sludge was applied in last three years,use lbs N Your sludge:—tons sludge/acre from Section 8 as the final amount for lbs N requiredlacre. 7. Additional fertilizer N needed if annual sludge application Ct Cl) 4. Annual sludge application rate based an amount of N rate is based on Cd addition limitaition: needed by crop: Adj.N required(,'},.g)-[1bs avaiL Man(2.a or 2.b1 x max Adj.N required U I lbs avail.Man of sludge(2 i or tons sludge/acre U,]=lbs additional fertilizer Nlacre =tons sludge/acre• x_ =—lbs fertilizer Wacre Your sludge:_-(— ) — a.. Incorporated Application Note:A negative answer means no fertilizer N is needed. Our example:l�U/U =21 tons sludgelacre Page 7 of 9 Rev.&94 �� S�� a^ C� o� o''� /V' Bureau of Resource Protection-Water Pollution Control rransmrttal# i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate—Per Requirements of 310 CMR 32.00, Regulations forthe Land Application of Sludge or Septage Appendix A, Section D Determine Amount of Additional fertilizer(Potassium and Phosphorus)Needed 1. Phosphorus: �� 2, Potassium: a. P205 added in sludge a. K2O added in sludge Tons sludge/acre(6•a or 6.b)x%P(5,gg.A)x 45.8= Tons sludge/acre(5 or 6.b}x%K(Jgg:A)x 24= lbs P2 0 acre lbs KZO/acre Our example:Q,Q x 2 x 45.8=ZJ lbs P205/acre Our example.,U x 41.x 24= Z lbs K20/acre Your sludge:_x_x 45.8=_Ibs P205/acre Your sludge:_x_x 24=_lbs K,0/acre b. Additional fertilizer P205 needed b. Additional fertilizer needed Total 0 needed(agg_fl)- 0 in sludge(ZI)=lbs Total P205 needed (,egg_@)-P205 in sludge(],�_ � Kz lbs P205iacre K20/acre. Our example:JQ -M =-215 lbs P205lacre Our exam pie.JQ -a =JU lbs K,01acre Your sludge:_-_=_Ibs P205/acre Your sludge:__-_=,_Ibs K20/acre • Note:A negative answer means no additional P 05 is needed. Note:A negative answer means no additional K20 is needed. (,7F; t Ii�,�is Qb 6 nGI~ Ian . I�,decE; n�*�/� i, 1ag4 � K5trvheW Q/1CC� "5 cu" Ma pI M.S O r i�i Dll�,t.� 7fi✓�i'1 � 0�✓. Appendix A, Section E Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied 1. Calculate amounts of sludge or septage needed to reach Your sludge: limits of D.Cu, Ni,and Cd. Obtain from Table 5 the l2 ?,000: maximum amount of metal for the CEC of soil used: ZincS-, O/(tic 0.002)=`jjL,tons sludge/acre Maximum Amount Metal Allowed Cadmium - /(lix 0.002)=L 3tons sludgetacre _ = 644 (Concentrations in Sludge or Septage(Sec A)x.002'l Capper (� 0.002)__tons sludgetacre aQ�`I11 =Maximum tons sludge or septage/acre Nickel ioo l( x 0.002)__tons sludgetacre Our example: 2. Calculate amount of sludge orseptage needed to reach - limits of Pb and PC8's'. Obtain from Table 6 the maximum Zinc 50/(NM x 0.002)_$,')tons sludge/acre amount for the CEC of the soil used: Cadmium 4.1/(20 x 0.002) tons sludgelacre (Max.Amount Allowed-(Soil 8ackground Level(Sec A)x 21) Capper W/(1000 x 0.002)=lZfi tons sludgelacre- (Concentrations in Sludge or Septage(Sec A)x.0021 Nickel ut Q/(50 x 0.002)=1000 tons sludgetacre =Max.tons sludge or septage/acre °Conversion factors:ppm X .002 = Ibs.per dry ton; ppm X 2 = Ibs,per one acre of sail to plow layer depth. Page 8 of 9 Rev.8/94 I►IGJ.?GVIIYJG ll.7 AJ4.;Id GIJ 4101V114 V. • r.rr-..... IQ VIZ Bureau of Resource Protection—Water Pollution Control Transmittal# i BRP WP 30 Certification of Land Application Projects Greater than or Equal to 0.5 Acres in Size BRP WP 31 Certification of Land Application Projects Less than or Equal to 0.5 Acres in Size BRP WP 32 Renewals or Modifications to Land Application Certifications Application for Land Application Certificate Per Requirements of 310 CMR 32:00, Regulations for the Land Application of Sludge or Septage Appendix A, Section E (cont) Determine Total Cumulative Amount of Sludge or Septage Allowed and Number of Years Sludge or Septage can be Applied Our example: Lead 51Q-(fit x 2)/,;N x 0.002)=534-tons of sludge A. Calculate number years that sludge can be applied: or septage/acre Max tons sludge allowed/acre(E3)/tons sludge applied/ PCs's 2-( &x 2)/(2 x 0.002)=20 tons of sludge acre/year(Sec C.6.a.or 6.b)=No.years or septage/acre a. Incorporation application Your sludge: 33g 3Z,1 - / ' Our example:U/�,.Q=2Zyears Lead boa-(f O 2)/(_Lx 0.002)-_tons of sludge or septage/acre- Your sludge:_/__years p.J 2+4 00 o PCs's2-(o x 2)/(_x 0.002)__tons of sludge. b. Surface application or septage/acre Our example: U/4 Q=17 years • 3. Determine the maximum amount of sludge or septage Your sludge:_/_=_years which can be applied per acre by selecting the lowest tonnage figure calculated in t or 2 above: Our example: U tons/acre Zla_q limiting constituent Your sludge: Mons/acre limiting constituent Page 9 of 9 Rev.04 !0 600� Stearns & Wheler T?)14 PJ F C,L lZ & !!�3ooz 03 .00 ENVIRONMENTAL SUb' Date Job No. ENGINEERS AND SCIENTISTS Sect �.G✓>,^i+` j�'G.�fi Lai✓ (,t✓ 1�..�,,.� Comp.By Check d 6y - •� I ' I I � f j •" I ( ( I 1 I I i i i 1 I i I E i I I i i E 1 I i I I I I I zlt ! I ° E i I t' I Lk f C l ( I I ' 1 iZ1.4i i l i i t l If j � �oy✓ _ _1 I Gar i I j I I l 7 + . r II i ; rrK7C T E I I p Sheet of�— j 0 woo- Stearns & .Wheler W° G r 1 4300?, i73.00 ENVIRONMENTAL Subject Date Job o. ENGINEERS AND SCIENTISTS S !nr N - U Comp.By Checked B i EV 'o n! o L Lo,, l u G� 7 98Nun Zt I - , `N I f i F I I I , \ I I I I 6 4� PJ _ - —-- Sheet of Stearns & Wheler 10 6.00s ENVIRONMENTAL Subject Date Jo No. ENGINEERS AND SCIENTISTS ��,?L� Comp.By Checked By An Li —L4 ------------ I' j j i `n I i I I I I i - i i I I I I I I I I J i Sheet of 122 Acid-Base ChemistryPH I)K, 2 4 6 8 9.3 10 12 14 r4a" 0 ,' .. I , r 2 ,.,:, V a System � I 6 4 point �I j p CT,NI-13 3 I N 1-131ag1 I i r, U c ` I 0 6 I N,H n l o (IOH_ I -I- INH3lag11)LO Ali i 1 8 [OH— I I 10 I Fig. 4-3. The pC-pH diagram for a 10-4.s M NH4C1 solution at 25°C. Fx(; �i [OH-] and [NH3(ag,] from the diagram at several pH values in the critical region V; and then construct a pH versus p([NHN,,)] + [OH-]) line so that the proton condition '[[ can be solved exactlyin the diagram. With experience, alternative 2 is acceptable g p p and speedy. Alternative 3 is illustrated in Table 4-5 and by the dashed line in Fig. 0�- 4-3. Using this alternative, we find that pH = p([NI-i3i,,,] + [OH-]) at pH = 6.8 and :'i 'Stearns & Wheler (0 6 006 ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS Comp.By Checked By I j Of , I 1 i — 1 342-- 1 , i _--_ __---.-_-- : ell 40 , J 1 I � I � ! I Sheet of Stearns & Wheller ENVIRONMENTAL Subject Date Job No. ENGINEERS AND SCIENTISTS Comp. By Checked'by '6A A if e, T767- 1114,11-e P�,PL 4-t, I J� 1 I ate, J )p �, j I I T Sheet--�—of� �060or Table 1. Soil Test Levels for Phosphorus and Potassium • Soil Test Level Phosphorus Test Potassium Test (lbs./acre) Obs./acre) Very low 0 - 10 0 - 80 Low 11 20 81 - 150 Medium 21 -30 151 - 120 High 31 -70 211 - 300 Very high 71+ 300+ • BRP WP 30,31,32 Land Applkatiou Certificate.-Tables 9/94 Page.1 of 4 • cr�oo,� • Table 2. Fertilizer Recommendations for Corn and Soybeans Expected Nitrogen K or P P,OS and K,O needed if soil test level' is Yield Needed (bu/A) (lbs/A) V. Low Low Medium High V. High Corn lbs/acre 100-110 120 P205 . 100 70 50 30 0 K,O 100 70 50 30 0 111-125 140 P205 110 80 60 30 0 K20 120 90 60 30 0 126-150 170 P,05 120 90 60 40 10 K,O 150 120 70 , 40 0 151-175 200 P,05 130 100 70 50 10 K,0 180 140 90 60 0 176-200 230 P205 150 120 80 50 10 K,0 200 160 120 80 0 Soybeans 30-40 140** P205 60 50 40 30 0 K,O 100 80 50 40 0 41-50 175 P205 80 70 50 30 0 K,O 120 90 60 60 0 51-60 210 P205 100 90 70 40 0 K20 150 120 90 60 0 61-70 245 P205 120 100 80 50 20 K20 180 150 120 80 0 71+ 300 P205 120 100 80 50 20 K20 200 170 130 80 20 * See Table 1.definition of soil test levels. ** Not recommended with conventional fertilization practices because of nitrogen fixation by soybeans. BRF WY 30,31,32 Land Application Certificate-Tables 8194 Page 2 of 4. . 'JoGeoS � . Table 3. Fertilizer Recommendations for Small Grains and Forages :Expected Nitrogen. K or P PZO, and KO needed if soil test level'is Needed (lbs/A) V. Low Low Medium High V. High ff Wheat and Rye (WR) lbs/acre I I Oats & Barley (OB) WR, 30-44 bu. 55 P201. 90 60 30 20 20 i OB, 70-85 bu. 55 KZO 90 60 30 0 0 WR,45-54 bu. 65 PZO3 120 90 60 30- 20 OB, 86-100 bu. 65 KZO 120 90 60 30 0 I WR, 55-64 bu. 75 P205 120 90 b0 30 20 OB, 10 1-115 bu. 75 K20 120 90 60 30 0 R, 65-74 bu. 85 PZO, 140. 110 90 W 60 20 OB, 116-130 bu. 85 K20 120 90 60 30 0 WR, 75+ bu. 95 P205 140 110 90 60 20 OB, 131+ bu. 95 KZO 120 9C 60 30 0 Forage Crops (FC) FC, 4 tons 100 P205 100 80 50 30 20 KZO 240 200 150 80 0 i i FC, 6 tons 200 PZO, 120 100 70 50 40 KZO 360 300 240 180 120 FC, 8 tons 350 P205 140- 120 90 70 50 KZO 480 420 360 300 240 * See Table.-1 definition of soil test Ievels. BR?WP 30,31;32 Page 3 of 4 •Land Application Certificate-Tables 8194 I oG6o,� Table 4. Maximum Annual Application Substance CEC less than 5 CEC 5 or.more Cadmium all soils 0.45 ibs/acre Table 5. Maximum.Cumulative Additions Limit Substance CEC 5 or more CEC less than 5 Cadmium 4.5 lbs/acre 4.5 lbs/acre Zinc 2.50.0lbs/acre 500.0lbs/acre Copper 125.0 lbs/acre 250.0 ibs/acre ! 50.0lbs/acre 100.0lbs/acre Nickel f Table 6. Maximum Cumulative Limit -Includes Background Level Substance CEC less than 5 CEC 5 or more Lead 445lbs/acre 600/lbs/acre 2 Iwacre.- 2 lbslacre PCB's - i Page 4of4 BRP W?30,31,32 Tables � Land Ap Comte- 3 - y, �` r z d �' ', d �7 M �� _� �J �i F��y� � u ^^l 'c �a. LAND USE 1 1 ill '' }�i�wq.� �` vgF'ss yt k�llRES � F2 OMMERCIAL INSTITUTIONAL INDUSTRIAL ■ TRANSPORTATION EM VACANT A", ,t i, yYa.. ^rMA IN Wr '�d�' �.^7s•�r:rtz Nam ■ � � " ,tom' � r �e's` v"'�i� � ,� ��� w � • ,, OTHERNOT CLASSIFIED Mm Mkv VA Y r w A z F J., }�� x i ♦l a �� rbi;lb. 62 VIA r a i 4! Sss P a�. T µ l 7 saa y s _ i r ' _ ... tea.-� y�`�si''.a�'� '�,y � 3 � •> t r 1 s$^ ' .�T P,ri 1 by 'w.:. } eY•,3' Fi yS�c� .,g 1 i 5 '(" � �� f. 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UNIT �,�,��-� Al I 1-/ , - , '/', ",�- G.M.(. 1/27/98 landapp.dgn SCALE:1 ` = I 00' I --------- --- - ------ --- - -- - - - - --,-.-- - -- 1 ---- 11-1-1-111-1-1-1- I I .1 I ----]� I � i � I � � r z d ro H r r, ro z d H H r l 90- BEND (TYP) PASSIVE GAS VENT (OPTIONAL) . PERFORATED CAP. PUSH-ON BREAKAWAY JOINT 6' VENT PIPE SEED WELD ON t 6" OIA. X 1/2" THICK PIPE COLLAR 6" TOPSOIL COMPOST LAYER VEGETATIVE 4 6" SUBSOIL SUPPORT /PROTECTION LAYER PIPE BOOT - LAYER 6" SAND 1 ?0 MIL DRAINAGE 1 GEOMEMBRANE LAYER 1 6" GAS a LATERAL GAS p VENTING LAYER o 0 0 o COLLECTION 6" INTERMEDIAT7_ COVER p TA7 SEPARATION o I GEOTEXTILE o I �-SEPARATION I °�, o I GEOTEXTILE "o p i o I 5' MIN. PERFORATED PIPE WITHIN I o I BACKFIL:ED GRAVEL OR SAND I (PENETRATE-INTO REFUSE) I 0 i 0 UI i p a REFUSE I I 6" MIN �---- -� REFUSE X(MIN) 0 HOLF: TYPE A-2 CAP W)TH SAND LAYER DRAINAGE TOWN OF BARNSTABLE OFtHETO OFFICE OF LAHtlTAB ' BOARD OF HEALTH S SL � NAB& A �p t679. `0 367 MAIN STREET �a Mkt HYANNIS,MASS.02601 May 28, 1998 Richard Rondeau Cape Cod Watershed EOEA DEP, SE Regional Office 20 Riverside Drive Lakeville, MA 02347 Dear Mr. Rondeau: The Town of Barnstable Board of Health has reviewed the proposed residuals land application certificate, identified as BRPWP 30, Barnstable Landfill Application No.3, and hereby issues approval of the proposed project. This permit application pertains to the land application of lime stabilized wastewater treatment plant biosolids blended with wood chips and composted yard waste to two sites at the Town of Barnstable capped landfill. We have no objections to this proposal. Sincerely yours, 4" , G. Rask, R.S Chairperson Board of Health Town of Barnstable SGR/bcs cc: Mark Ells Tom Mullen rondeau TOWN OF BARNSTABLE CfTHETO o OFFICE OF r1r� : D�a,TaeL BOARD OF HEALTH vo 1679• \gym 367 MAIN STREET HYAN N IS, MASS.02601 May 28, 1998 Richard Rondeau Cape Cod Watershed EOEA DEP, SE Regional Office 20 Riverside Drive Lakeville, MA 02347 Dear Mr. Rondeau: The Town of Barnstable Board of Health has reviewed the proposed residuals land application certificate, identified as BRPWP 30, Barnstable Landfill Application No.3, and hereby issues approval of the proposed project. This permit application pertains to the land application of lime stabilized wastewater treatment plant biosolids blended with wood chips and composted yard waste to two sites at the Town of Barnstable capped landfill. We have no objections to this proposal. Sincerely yours, M� n G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs cc: Mark Ells Tom Mullen rondeau COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS F _ d DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE f W O,�M Sig" ARGEO PAUL CELLUCCI TR_UDY COXE Governor Secretary DAVID B.STRUHS Commissioner ti D November 2, 1998 Mr. Thomas Mullen Superintendent Department of Public Works 367 Main Street Barnstable, Massachusetts .02601 RE: Exceedance" of 25 percent of the Lower Explosive Limit at the property line Gas assessment and-.interim remediation plan AT: Town of Barnstable landfill Flint Street Barnstable, MA Dear Mr. Mullen: The Department of Environmental Protection, Solid Waste Management Section (the "Department") , has reviewed the Town of Barnstable' s letter report which summarizes the results of the landfill gas sampling initiated due to elevated levels of landfill gases at the Town of Barnstable landfill (the " landfill" )property lines. The letter report dated October 6, 1998 was prepared on behalf of the Barnstable Department of Public Works (the " Town" ) . by Stearns and Wheeler of Hyannis, Massachusetts. The letter report was received by the Department on October 7, 1998 . The Department has reviewed the information presented in the landfill gas assessment in accordance with 310 CMR 19 .150 Landfill Assessment Requirements of the "Solid Waste Facility Regulations, " and the Department 's guidance document; Landfill Technical Guidance Manual (the "Manual") , revised May 97. 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep ���Printed on Recycled Paper 2 • Submittals: The Department has reviewed the following information: Letter Report: Dated October 6, 1998 RE: Town of Barnstable, Massachusetts Barnstable Municipal landfill Gas assessment and interim remediation plan Background: In a July 6, 1998 letter, the Department provided comments to the Town upon review of the most recent . landfill gas monitoring data. The monitoring data indicated that additional gas monitoring probes and additional sampling were required due to the detection of methane in six (6) landfill gas monitoring probes at concentrations exceeding 25 percent of Lower Explosive Limit (LEL) . August 7, 1998 Landfill. Gas Sampling . Additional landfill gas monitoring was conducted on Auguat._7-,.. 1998 at the landfill. On August 7, 199.8, the town' s consultant recorded .landfill gas exceeding 25 percent of the LEL, from gas monitoring probes: located in the northeastern, northern and southern areas of the landfill. The landfill. gas monitoring probes located along the northeastern property boundary are adjacent. to a-commercial : building identified_ as 381 Old Falmouth ..Road. The west end of the building is occupied" by . an automotive repair shop._ The landfill gas monitoring probes-. located along the northern property boundary abut Old Falmouth Road. and. Cape Resources Company is located across Old Falmouth Road. The buildings at the - Waste Transfer. Site were .surveyed for landfill. gas. ..-No .,_.- explosive gases were detected at the maintenance building, maintenance garage, operations trailers, oil storage shed, and transfer station mechanical room. The maintenance building has a methane detection system, and the landfill operator that works in the room -stated that the concentration of methane has .never exceeded detectable range of the meter. August 11, 1998 Notification On August llth, 1998, the Department was notified that the concentration of explosive gases detected in soil gas probes exceeded 25 percent of the LEL at the property boundary of the landfill located on Flint Street. Stearns and Wheeler, the Town' s- consultant, notified the Department on behalf of the Town. The current submittal summarizes the actions the Town has taken to assess the landfill gas migration problem and what actions it has taken to protect .public health and safety. The Town notified the owners of Cape Resources Company property, 381 Old Falmouth Road property, Kolmar Property located at the south west corner of the landfill, the Holly homeowners association property (vacant open space located east of Cape Resource property) , the Town Board of Health, the Town Fire Department, the Town the Department of Public Works of the high gas levels and requested permission from the owners of Cape Resources, 381 Old Falmouth Road, and the Kolmar property to install landfill gas monitoring probes on their properties. 3 August 12, 1998 Landfill •Gas Sampling On.August 12, 1998, the west end of the commercial building at 381 Old Falmouth Road was tested for landfill gas at several locations and at the entry points for various utility conduits. No explosive gases were detected. A storm drain located between the west end of the building and the landfill was sampled and no explosive gases were found in the storm drain. There is only one structure on the property, which is divided into several commercial condominium units. -Many of these units are currently used for light manufacturing, automotive repair, landscaping and painting. In addition to the commercial uses, condo units are used for personal vehicle storage. The building is a two story structure, with high ceilings and limited second story usage. The building is also well ventilated, as a result of the type of work performed in each unit, and the high bay garage doors installed in each unit are typically left open during the work day. The consultant and the Town reviewed structural and site plans�.for this property to identify utility, septic system, and storm water_ collection system locations . Utility conduits all entered the. structure at a centralized location inside a unit 29, and include electrical, telephone, and water services . From this location all. utilities , run . through the center of the structure in. the walls and along ceilings. Each unit also has a` septic system connection. None of. the existing. septic systems are in the immediate vicinity of the high gas readings detected in landfill gas monitoring probes 102, 106, ar_d 107 :along the : north west side of this property. August 27, 1998 Landfill Gas .Sampling Twenty-one (21) new monitoring landfill gas probes were installed:: . • along the northern,. northeastern and southern property lines` to determine the lateral extent of landfill gas migration. Landfill gas was determined to have migrated across Old Falmouth Road property at levels exceeding 25 percent of the. LEL. Landfill gas was determined . to have migrated across the property line on the northeastern side of the landfill and into the soils beneath 381 Old Falmouth Road. The lateral - extent of . landfill gas migration had yet to be determined on the northern and northeastern side of the landfill. Landfill gas was not detected at levels exceeding 25 percent of the. LEL in the new landfill gas monitoring probes installed along the southern boundary of the landfills . The lateral extent of landfill gas migration was determined on the southern side of the landfill . Building and site plans for 381 Old Falmouth Road were reviewed to locate utilities and determine potential gas migration pathways into the building through the floor slabs . September 1, 1998 Sampling Four (4) additional landfill gas monitoring probes were installed and sampled across Old the Falmouth Road to determine ' the extent of landfill gas migration to the north of the landfill. No explosive gases were detected at the four landfill gas monitoring probes installed across Old Falmouth Road. Three (3) new monitoring were installed at 381 Old Falmouth Road. Landfill gas detected in two (2) of the three (3) probes exceeding 25 percent of the LEL on the property at 381 Old Falmouth Road. The lateral extent of landfill migration still had to be determined on the property at 381 Old Falmouth Road. A weekly monitoring program was established for the gas monitoring probes on the 381 Old Falmouth Road property, the gas 4 monitoring probes located along the north eastern perimeter of the landfill, and inside the buildings at 381 Old Falmouth Road. September 9, 1998 sampling Additional landfill gas sampling was performed on September 9th and loth in landfill gas monitoring probes located along the northern and northeastern perimeter of the landfill site and on the property at 381 Old Falmouth. Road. Landfill gas was detected in the monitoring probes at concentrations exceeding the . LEL along the northern and northeastern perimeters of the landfill site and on the property on at 381 Old Falmouth Road but not inside any structures. September 15, 1998 sampling The sampling of the landfill gas monitoring probes along the northern and northeastern side of the landfill and on the property at 381 Old Falmouth Road were consistent with the previous gas .sampling rounds. The Ambient air in the buildings at 381 Old Falmouth . Road was screened for landfill gas and no landfill gas was detected in these buildings. September. 24, 1998 sampling - :The :lateral extent of . landf.ill .gas migration was determined on .the 381 Old Falmouth Road property. Explosive gases was not . detected :in the new landfill gas , monitoring probes (113-119) therefore, the horizontal, limits of the migration :is delineated by line. o.f monitoring gas- probes 101, 108, 107, .and 106 . Department Draft Letter On October 15, 1998, the Department faxed a draft letter- to the Town and its consultant with its preliminary comments"on October 6, 1998 submittal. Approval with Conditions The Department is of the opinion that the landfill gas assessment is satisfactory provided the following are completed as conditions of this approval. In accordance with the authority granted pursuant to M.G.L. c.11l, s150A and 310 CMR 19.000 the Department hereby approves the landfill gas assessment subject to the following conditions: A. "RECOMMENDATIONS FOR INTERIM MONITORING. The Town's consultant recommended the, following interim monitoring plan and remedial actions to address the landfill gas migration: 1. Weekly monitoring of 35 gas monitoring probes EGW-1, EGW-3, 66-70, and 92-119 2 . Weekly monitoring of all condo units and at 381 Old the Falmouth Road. 3 . A remediation plan and implementation is needed to quickly intercept the landfill gas prior to migrating of site. Department comments: 1. The Department agrees that weekly monitoring is required at all Condo units at 381 Old Falmouth Road and at the 35 gas monitoring probes indicated. Additionally, the Department recommends that the three (3) catch basins located along the i 5 western portion of the property at 381 Old Falmouth Road be screened for landfill gas. 2 . In the interim, the Town shall take all actions necessary to ensure public health and safety due to the off-site landfill gas migration. 3 . All on-site buildings shall be monitored on a quarterly basis, at to a .minimum: a. Wherever,. there are penetrations of the building foundation, the area in the immediate vicinity should be screened for combustible gases. b. All confined - spaces within all. -buildings should be - screened for combustible gases. C. If at any time monitoring detects the presence of any combustible gases .at or -.in excess of 10% of the Low . Explosive Limit at any location -within the buildings or within any utility: conduits on.-site or off-site the . Town of Barnstable shall notify the. Department ' s. Bureau of . Waste Site Cleanup-Emergency Response Section within two (2) hours of the exceedance as per . t= 310 CMR 40 . 0321 (1) (a) of the regulations . Note: Prior to conducting the landfill gas screening in buildings it is recommended that the Town review all bu Iding plans for the site for . the purpose of locating all below ground utility conduits at the site. B. DEPARTMENT COMMENTS ON THE LANDFILL GAS ASSESSMENT 1. Survey and depict on a plan the landfill gas sampling points (e.g. soil gas points # 2, 85-94) , edge of the cap, . and the landfill property boundaries. Identify all the adjacent property owners and if the parcels are owned by the Town identify current land use and zoning. In general, the point of compliance is where facilities layout and containment systems no longer control the migration of contaminants to the public and environment. The point compliance for landfill gas in soils at a landfill is the property line of the site. The point of compliance for landfill gas and utility conduits and structures is tied to the concentration of gas and not a specific location (refer to Manual, Chapter 8 Landfill Risk Assessment) . 2. The Department requires that the presence of landfill gas in subsurface soils in relation to the on-site buildings be determined to protect the health and safety of on-site workers. The Department recommends that landfill gas probes be installed between the edge of cap and on-site structures. 6 The existing maintenance building, maintenance garage, operations trailer, oil storage shed, transfer station mechanical room, scale house, swap shop and a storage trailer are located in close proximity to the edge of refuse on the eastern portion of the landfill . It is very likely that landfill gas is present in close proximity to these buildings at the transfer station based on the site geology and observed gas migration patterns at the landfill. The Department understands that the maintenance building is located off the landfill cap and has a methane detection system, which has never indicated high methane. levels. C. RECOMMENDED PRELIMINARY CORRECTIVE ACTION DESIGN The Town' s consultant recommended that a Corrective Action Design permit application be submitted to the Department and recommended the following design (preliminary) to address the landfill gas migration: ._The preliminary corrective action design action consists of the _installation of 30 deep landfill gas vents along the. edge .of waste on . the northern. and : northeastern sides of the landfill to passively vent the landfill gas. The boring for the vents .will extend approximately 35-55. feet below the ground surface.. . . The borehole annulus will be f;illed . with 1/2 inch to 3/4 : inch„washed stone surrounding 6 inch diameter perforated schedule 80 PVC pipe. . The .vents will have a 2 foot -thick bentonite divider seal overlain by a protective concrete pad. The vents will extend 5 feet above the ground surface. The riser will be capped with the six inch turbine ventilator. Department comments on preliminary CAD: 1. The Department agrees that a CAD permit application be submitted (refer to Section D Future Submittals, 1 of this letter) . 2 . The Department recommends that all gas vents have a sampling port. 3 . Once constructed, the venting system will be monitored to assess its performance. If the proposed corrective action does not address the subsurface landfill gas migration, additional corrective actions will be required. 4 . It will be necessary that landfill gas be .characterized from . at least one gas vent upon completion of the CAD. The gas vents chosen for the analysis should be based on the levels of methane detected in the well and concentration of volatile organic compounds detected during the screening. The Department recommends that EPA Method TO-14 and the 15 highest unknown peaks be used for volatile organic compound analysis (refer to the Manual Chapter 4, pages 18-19 for additional information on additional parameters (fixed gases) and QA/QC. ) If it is determined that ambient air quality is deleteriously affected as a result of installation __ I 7 ' I of the gas wells, the design may have to be modified (e.g. passive or active flare) . to address ambient air quality. In addition to methane and carbon dioxide landfill gas contains odorous compounds and non methane volatile organic compounds. .. Many of the compounds detected in landfill gas can be of a health concern if detected at elevated concentrations . As proposed, the passive gas vents will provide a new pathway for landfill gas to reach receptors ( e.g. residents/workers at the solid waste transfer station, off-site workers at 381 Old Falmouth Road) . Typically, the approach for evaluating the ambient . air pathway is to use air quality modeling techniques to predict potential exposures prior to implementation of a CAD. However, due to the safety hazard associated with this site, the Department recommends that each landfill gas vent be screened after installation to determine emissions ( methane, volatile organic compounds, hydrogen sulfide, oxygen etc. . ) and the necessity for additional sampling and analysis D. Future Submittals 1. By November. 13, 1998, an application for a CAD permit shall be submitted to.. the Department, in accordance with the Department 's regulations, the Manual and which incorporates the Department ' s comments in Section C of this letter 2 . By November 13, 1998, a letter report shall be submitted that addresses the Department 's comments in Section B (2) of this letter 3 . Submit the results of the interim monitoring approved in Section A of this letter in a monthly letter report The Department reserves the right to require additional assessment and investigation of the landfill area based on a review of the study and/or environmental monitoring results . It is the applicant ' s responsibility to comply with all other applicable federal, state, and local statutes and regulations as a prerequisite to conducting assessment work at the Barnstable Sanitary Landfill . Please direct any questions regarding this matter to me at (508) 946- 2833 or to Mark Dakers at (508) 946-2847, or write to the letterhead address. Very u , David B. E1 hie Solid waste Management Section E/MD/re CERTIFIED MAIL #Z 539 134 316 RETURN RECEIPT REQUESTED 8 • cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren Hansen, Chairman Department of Public Works 367 Main Street Hyannis, MA 02601 ATTN: Mark Ells, Sr. Project Manager Stearns & Wheeler 100 West Main Street Hyannis, MA 02601 ATTN: . Nate Weeks Stearns `& Wheeler One Remington 'Park .Drive Cazenovia, New York 13035 ATTN: Jeff Heath DEP-SERO ATTN: Richard Packard, BWSC-ER DEP-DSWM-Boston ATTN: James Doucett L ` COMMONWEALTH OF MASSACHUSETTS _• f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS o DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE i ew ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner 9 July 6, 1998 Mr. Thomas Mullen RE : . BARNSTABLE- Solid Waste Superintendent Municipal Landfill, -Flint Department of Public Works Street, Meeting Summary& Post 367 Main Street Closure Monitoring Plan Barnstable, Massachusetts 02601 Approval (BWPSW25) Dear Mr. Mullen: On April 3 , 1998 , a meeting was held between Department of Environmental Protection, Solid Waste Management Section (the "Department" ) personnel, -and -a Town _of. ,Barnstable representative, to discuss specific technical issues relating -to the completion of the comprehensive site assessment , risk assessment, corrective action alternative analysis, and post closure monitoring plan for the Municipal Landfill located on Flint Street in Barnstable ( "Landfill" ) . The Department reviewed the technical issues pursuant to 310 CMR 19 . 000 , Solid Waste Management Facility Regulations and the Department ' s Landfill Technical Guidance Manual, revised May 1997 ( "Manual " ) . A. Comprehensive Site Assessment (CSA) As a result of our meeting, it is the Department ' s understanding that the actions to be taken in order to meet the conditions of the Department ' s . conditional CSA approval letter shall be as follows : 1 . A monitoring well cluster shall be installedi . establish the southeastern limits of groundwater contamination. Field screening methods will be used to determine the proper location of the screened intervals . The Department provided a map with the preferred area for the well cluster (refer to attached) . The Town indicated that . it would- visit •the area and submit ,a final location:-for .DEP approval . : 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is availabt&bn a�teyrfta�eWfo�tat�X call%our ADA C��ordinator at(617)574-6872. on t e o" de eb: h t :Uwww.m netstate.ma.0 ep ��a Printed on Recycled Paper I 2 2 . A private well survey shall be undertaken .to determine the presence/absence of private wells from areas that have or could potentially be impacted by the landfill contaminants in groundwater. The Department provided the Town with a sample survey and the results of a survey the Town of Yarmouth conducted as a reference. The Department received a fax on April 13 , 1998, which included a map identifying the parcels. to be included in the survey. The Department made minor revisions to the map which was faxed back to the Town on April 13 , 1998 . 3 . The Town submitted a revised quantitative risk assessment which discussed the need for institutional controls to manage the risks to the public . The Department requests additional information on how the Town intends to implement the recommended institutional controls . a. The institutional - controls discussed in the risk assessment included requiring any future residents of undeveloped properties south of the landfill to hook up to public water. Most of the undeveloped parcels are within 300 feet of public water supply mains . Please describe the procedures the Town will implement to carry out these institutional controls to ensure no private potable or non-potable wells are installed in the designated areas . b. In addition to the undeveloped properties identified in the risk. assessment, steps will need to be taken to temporarily prevent the .installation of private wells on all parcels included in the private well survey (refer to the attached map 1) . c . Submit a copy of .Town bylaws regarding potable and non-potable well installation procedures . The procedures should discuss responsibilities of local government entities and the coordination that will be necessary among local boards and Town Departments (eg. Board of Health, Planning Board, Water Department, Building Department, DPW etc . ) and affected residents . d. The Town shall notify those owners with property potentially affected by landfill contamination of the Town bylaw regarding private well installation, upon completion of the items described in Section A of this letter. 3 Prior to notification of the residents, please provide a map which designates those residents to be notified along with a copy of the notification letter to the Department . The area to be covered by the notification should incorporate any new information gathered as a result of the additional monitoring well installations . These institutional controls are temporary risk management measures that are to be implemented to prevent the public from accessing exposure pathways until groundwater impacts have been reduced to acceptable concentrations . B. Corrective Action Alternative Analysis (CAAA) If the Town completes the requirements described in Section A(1-3) of this letter, the Department will be able to conditionally approve the CAAA report entitled "Corrective Action Alternatives Analysis and Landfill Closure Plan, Municipal Landfill Closure, Barnstable, Massachusetts, October 1995, that was submitted on your behalf by Stearns & Wheeler ( "S&W" ) of Hyannis, Massachusetts . The corrective action alternative analysis ( "CAAA" ) and the closure design plans are both provided with the aforementioned report submission. This paragraph is strictly relative to the CAAA portion of the report . C. Post Closure Monitoring The Department has reviewed the post closure monitoring plan in the report entitled "Corrective Action Alternatives Analysis and Landfill Closure Plan, Municipal Landfill Closure, Barnstable, Massachusetts, October 1995, that was submitted on your behalf by Stearns & Wheeler ( "S&W" ) of Hyannis, Massachusetts . Based upon the Department review of the post closure monitoring plan the plan is hereby approved subject to the following conditions : 1 . POST CLOSURE GROUNDWATER MONITORING a. Monitoring well "A" can be eliminated from the post closure monitoring plan. b. The following twenty-four (24) groundwater monitoring wells shall be sampled SEMI-ANNUALLY: BlA, B19, B1C, 31D, B2A, B213, B2C, B2D, B4A, B43, B4C, BSA, C1A, C1B, C1C, C1D, C2A, C2B, C2C, C2D, D2A, D2B, D2C, DSA. i . The following parameters may be eliminated from the post closure monitoring program from the twenty-four (24) aforementioned wells . I 4 nitrate, cyanide, cadmium, chromium, copper, mercury, selenium, silver, zinc ii . , It is at the Town ' s discretion whether to include the following parameters : calcium, magnesium, sodium, potassium, and Eh. Your consultant recommended semi-annual monitoring of the five (5) aforementioned parameters which are not required by the Department. c . The following monitoring wells shall, be sampled on a semi-annual rather than proposed annual program: D1A, D1B, D1C, D3 , D4A, D4B i . The parameter list may be reduced for the six (6) monitoring wells to include the following parameters : VOCs (via EPA Method 524 . 2 or as amended) and, Field parameters : pH, temperature, specific conductance, and dissolved oxygen. ii . One of the two sampling rounds shall be during the peak pumping period which typically occurs during the summer months . 2 . POST CLOSURE LANDFILL GAS MONITORING: The Department approves the following components of the post closure landfill gas monitoring plan. a. Quarterly monitoring is approved provided there are no exceedances of the 25% LEL or 10o LEL discussed in Section D of this letter. b. The Department recommends that temporary wells be drilled deeper than 18" as specified on page 12-8 of the CAAA. C . Permanent landfill ga.s monitoring wells shall be installed must monitor the full depth of waste placement or the full unsaturated depth of the site. d. The landfill. gas reporting requirements specified in the CAAA are not correct . Please refer to Section D of this letter or 310 CMR 19 . 132 for correct reporting requirements . e . The landfill gas probes shall be monitored for the following parameters : methane, hydrogen sulfide, oxygen and VOCs, 5 3 . The solid waste regulations at 310 CMR 19 . 142 (6) specify the following: "The owner, successors or assigns shall submit a report every two years" , "during the post closure period describing any activity at the site and summarizing the results of environmental monitoring programs" . In addition to the aforementioned, the post closure monitoring reports shall discuss if the corrective action design has been effective . Specifically, the reports shall discuss the following: a. Whether a condition of "No Significant Risk" has been attained and whether institutional controls are still necessary (refer to Manual Chapter 8 Landfill Risk Assessment) . Until a condition of "no significant risk" has been achieved, the landfill shall not be determined to have reached a permanent solution and the effectiveness of the corrective action design shall continue to be evaluated every two years . D. REVIEW OF MOST RECENT LANDFILL GAS MONITORING DATA 1 . The Department reviewed the report entitled; Annual Groundwater Monitoring Report August and December 1997 Sampling Events Town of Barnstable Landfill Marston Mills, MA February 1998. It was stated in the report, that the Town would have to re-establish many of the landfill gas sampling , points which were destroyed. during landfill cap construction. Methane was detected in six (6) landfill gas monitoring probes at concentrations exceeding 250 of the Lower Explosive Limit (LEL) during the last reported sampling round. Buildings and public ways are in close proximity to the probes with landfill gas exceedances . The Department has the following comments regarding the landfill gas monitoring data. a . As specified in the Solid Waste Management regulations at 310 CMR 19 . 132 (4) (i) , Except in buildings, structures and underground utility conduits for which 310 CMR 19. 132 (4) (g) applies, when at any time the concentration of the explosive gasses exceeds 25% of the lower explosive limit (LEL) at the property boundary or beyond, excluding gas control, gas recovery or leachate collection system components, the owner/operator shall : I 6 1 . take immediate action to protect human health and safety; 2. notify the Department within 24 hours of the finding; and 3 . undertake the actions specified under 310 CMR 19. 150, Landfill Assessment and Corrective Action, as required by the Department b. Due to the presence of landfill gas exceeding the 25% of the LEL at the point of compliance, the Town is required to resample the gas monitoring wells . Due to the destruction of many gas probes/wells new sampling locations will have to established. The Department is available to discuss the location of new sampling points . C . If landfill gas is' detected at concentrations equal . to or greater than 25% of the LEL at any landfill gas probe the Town is required to complete an assessment . Specifically, the assessment should determine and/or consist of the following: i . A determination of the lateral and vertical extent of gas mig--ration shall be completed or an argument be presented which indicates that landfill gas does not have the potential to migrate off-site/onsite receptors due to high groundwater or other barriers . ii . The probes/wells should be .monitored for percent methane, volatile organic compounds, oxygen and hydrogen sulfide. iii . Meteorological data shall be submitted with the sampling results as specified in the Manual . d. If a gas probe with an exceedance is in close proximity to buildings, structures and/or utility conduits the Town shall monitor the interior of the buildings, structures and/or utility conduits for landfill gas . i . Additionally the Town shall take all actions necessary to ensure public health and safety due to the off-site/on-site landfill gas migration. e. The Town shall screen the interior of all on-site buildings (garage building,gscale trailer build in g, g conveyor control . shack, etc . ) for combustible gases . i i . Wherever, there are penetrations of the foundation, the area in the immediate vicinity should be screened for combustible gases . ii . All confined spaces within all buildings should be screened for combustible gases . iii . If at any time monitoring detects the presence of any combustible gases at or in excess of 10% of the Low Explosive Limit at any location within the buildings or within any utility conduits on-site or off-site the Town of Barnstable shall notify the Department ' s Bureau of Waste Site Cleanup- Emergency Response Section within two (2) hours of the exceedance as per 310 CMR 40 . 0321 (1) (a) of the regulations . iv. The buildings/utility conduits should be monitored for percent methane, volatile organic compounds, oxygen and hydrogen sulfide . Note : - Prior to conducting the landfill gas screening it is recommended that the Town review all building plans for the site for the purpose 'of locating all below ground utility conduits at the site . Please be advised that qualified personal with equipment appropriately calibrated to the appropriate thresholds shall be utilized (refer to the Manual) . D. Future Submittals 1 . A report shall be prepared that incorporates the Department ' s comments in Section A of this letter and the requirements of the Department ' s Manual . 2 . Within 45 days of receiving this letter, a schedule shall be provided to the Department indicating when the Town shall submit the report that addresses Section A of this letter. 3 . Within 30 days of receiving this letter, the next round of landfill gas monitoring shall be completed. Within 90 days of this letter, the results of the landfill gas monitoring required in Section D shall be submitted. The Department reserves the right to require additional assessment and investigation of the landfill area based on a review of the study and/or environmental monitoring results . It is the applicant ' s responsibility to comply with all other applicable federal , state, and local statutes and regulations as a prerequisite to the Solid Waste Landfill Site Assessment work at the Barnstable Sanitary Landfill . h A 8 Should there be any questions, please contact me at (508) 946-2833 or Mark Dakers at (508) 946-2847 or at the letterhead address . The Department appreciates your ttention to this matter. truly our avid B . E1 ief Solid Waste 'Management Section E/MD/re Enclosure CC : Board of Health Town Hall .367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren Hansen, Chairman Department of Public Works 367 Main Street Hyannis, MA 02601 . ATTN: Mark Ells, Sr. Project Manager Stearns & Wheeler 100 West Main Street Hyannis, MA 02601 ATTN: Nate Weeks Stearns & Wheeler One Remington Park Drive Cazenovia, New York 13035 ATTN Jeff Heath DEP-DSWM-Boston ATTN: James Doucett �}IKE I, .. y Town of Barnstable ■UMSTABM 9� MA&L Department of Public Works ArEo►��. 367 Main Street, Hyannis MA 02601 Office: 508-790-6300 Thomas J. Mullen Fax: 508-790-6400 Superintendent TO: Susan G. Rask, Chairwoman, Board of Health FROM: Thomas J. Mullen, Superintendent DPW DATE: January 9, 1997 SUBJ: Solid Waste Management Rules and Regulations With the closure of the landfill, the Rules and Regulations adopted by your Board following a hearing on March 25, 1993 contain sections which are no longer applicable to the operation of the Solid Waste program. Enclosed, therefore, is a proposed revision of the Rules and Regulations for consideration and adoption by your Board. The proposed revision is somewhat more general than the last set and therefore less time sensitive in terms of requiring revision when minor changes to operations are necessitated for one reason or another. Thank you for your assistance in this matter. ;Tho . Mullen Superintendent Encl TOWN OF BARNSTABLE SOLID WASTE MANAGEMENT RULES AND REGULATIONS These rules and regulations pertaining to the management of the disposal of solid waste within the Town of Barnstable are adopted pursuant to the power of the Board of Health conferred by Chapter 111, Section 31 and Section 31B of the General Laws, after a public hearing held on ( ) . Section I . Solid Waste Disposal Services The following solid waste disposal services are provided to the residents and property owners of the Town of Barnstable and for licensed commercial trash haulers collecting solid waste from properties located within the Town of Barnstable : A For Barnstable Residents and Property Owners at the Solid Waste Disposal Facility: 1 . A Residential Transfer Station for the disposal of household trash contained in tied plastic bags, sealed paper bags, or small sealed cardboard boxes; 2 . A Recycling Center for the disposal of recyclable materials such as paper, glass, plastic containers, metal/iron products, appliances, etc. , certain of which may be disposed of at no charge and others of which may require payment of a nominal fee; 3 . A Yard Waste Disposal Area limited to the disposal of grass clippings and leaves for composting; 4 . A Demolition and Builder' s Trash Disposal Area for the disposal of small quantities of building materials and waste from the construction/demolition of structures located within the Town of Barnstable and disposed of by residents and contractors in vehicles restricted to a size no larger than a full sized pick-up or 4 ' X 8' utility trailer; and 5 . A Bulky Items Disposal Area for items such as furniture, mattresses, box springs, and sofas . 1 B . For Licensed Commercial Trash Haulers 1 . A Solid Waste Transfer Station is operated jointly by the Towns of Barnstable and Yarmouth and located in the Town of Yarmouth for the disposal, . of solid waste picked up from residential and commercial properties located within the Town of Barnstable . 2 . Special regulations governing the delivery of solid waste to the Yarmouth Solid Waste Transfer Station are issued by the Town of Yarmouth. 3 . Any hauler authorized to dispose of solid waste at the Barnstable/Yarmouth Solid Waste Transfer Station and who disposes of at least fifty (50) tons of material per month at the transfer station may apply for authorization from the Department of Public Works to be billed on a monthly basis . Section II. Solid Waste Disposal Facility A. The Department of Public Works is responsible for the proper operation and maintenance of the Solid Waste Disposal Facility located in Marstons Mills . B. The Department of Public Works shall publish not less frequently than annually a complete listing of specific materials/items deemed acceptable and those deemed non- acceptable for disposal at the Facility' s disposal areas . The listing shall identify which of the acceptable items may be disposed of at no charge and those for which a nominal fee is charged. C. The days and hours of operation of the Facility are established by the Department of Public Works and shall be posted at the entrance to the Facility and published periodically in local newspapers and on Television Channel 19 . Section III. Residential Transfer Station Stickers Residential Transfer Station Stickers "shall be issued for a fee by the Department of Public Works annually to properly identified residential property owners and tenants of residential dwellings located within the Town of Barnstable for use of the Residential Transfer Station pursuant to the following conditions : 2 A. Occupants of residential units are entitled to purchase a total of two stickers per residential dwelling unit . B. Stickers are non-transferable and may be issued only for passenger vehicles, pickup trucks and vans . A utility trailer pulled by a vehicle bearing a transfer station sticker does not require a sticker. C. Stickers entitle the resident to dispose of their household trash only. Disposal of another resident' s trash is an unauthorized use of the sticker. D. Stickers issued for a calendar year shall be honored at the Solid Waste Facility through December 31 of that year or until the stickers for the following year become effective in the following year. E. Household trash transported by a vehicle that does not have a valid Sticker permanently affixed to the vehicle as required for that year shall be charged a disposal fee . F. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable may also dispose of bagged household trash at the Residential Transfer Station without a Sticker but will be charged a fee _or each time they do so. G. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable who use the Solid Waste Facility for the purpose of disposing of recyclable materials, yard waste, demolition and builders trash and bulky items will not be required to purchase a Sticker. Depending on the material/item to be disposed of, however, a disposal fee may be required. As a general rule, basic recycling materials such as paper, glass, tin cans, plastic containers, etc . may be disposed of at no cost . H. If any person attempts to use the Residential Transfer Station using a vehicle with a Sticker affixed to it that was issued to another vehicle, the Sticker shall be subject to confiscation by the town. Section IV. Weighing 3 A. In those cases where a fee is charged for disposal, all trucks including standard pickup trucks, vans and utility trailers shall be weighed prior to disposal . B. The driver of any vehicle requiring weighin o leaves the Solid Waste Facility after disposing of rash' without having paid the applicable fee shall be subject to criminal prosecution. C. The operator of each vehicle weighed shall be furnished a weigh bill at the time of weighing to keep as a receipt of the transaction. D. As a service to the public, any vehicle not disposing of waste materials may be weighed for a fee . E. If the scale becomes inoperative due to the loss of electric power or due to some other reason, all vehicles normally requiring weighing shall be charged based on the fee contained in the fee schedule published for the current year. Section V. General Regulations A. All loads entering the solid waste facility must be covered. B . Only wastes generated within the boundaries of the Town of Barnstable may be disposed of in the Solid Waste Disposal Facility. C. No waste of any type shall be disposed of in a recycling station bin, container, tank, or disposal area other than that type of waste for which it is specifically designated as the collection site . F. Anyone tampering with or damaging the entrance gate and/or the fencing around the Solid Waste Disposal Facility or disposing of waste of any type in the vicinity of the Facility shall be subject to prosecution. G . No indiscriminate dumping, salvaging or foraging shall be permitted. H. In the event the Residential Transfer - Station becomes inoperative for any reason, the supervisor of the Solid 4 Waste Disposal Facility shall have the authority to direct vehicles carrying bagged trash to deliver those bags to an alternate disposal site within the facility. I . As a condition of using the Solid Waste Disposal Facility, the owner, operator or person in charge of the vehicle transporting the waste material shall, upon request of a Facility attendant, provide proof of the origin or nature of the materials to be disposed of . J. Continuous and flagrant disregard for the Rules and Regulations contained herein and/or posted at the Facility shall be deemed sufficient cause for the supervisor of the Solid Waste Disposal Facility to bar the entrance of any vehicle, or to revoke a Residential Transfer Station Sticker and issue the owner a pro-rated rebate. Section VII. Violations A. Whoever, himself, herself or by his or her servant or agent, or as the agent of any other person or any firm or corporation, violates the above regulations shall be punished by a fine of not more than three hundred dollars ($300) . B. If any article, regulation, paragraph, sentence, clause, or phrase of these regulations shall be declared invalid for any reason whatsoever, that decision shall not affect any other portion of these regulations which shall remain in full force and effect; and to this end the provisions of these regulations are hereby declared severable. Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . 5 Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . Susan K. sk, R.S . , Chairman /S�' /� ,&+ Brian R. Grady,. R.S . 'RaAury, .D. 6 f i COMMONWEALTH OF MASSACHUSETTS UVEXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE WILLIAM F. WELD TRUDY COXE Governor � A /��►n,�o � Secretary ^I ARGEO PAUL CELLUCCI ,9 �'1' D B. STRUHS Lt. Governor T 2 1 9 ommissioner Y �OFggRNSrAF, 9 , �+ i C (OP April 17, 1997 Thomas J. Mullen, Superintendent RE : BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, LANDFILL INSPECTION, Hyannis, Massachusetts 02601 310 CMR 19 . 000 Dear Mr. Mullen: On April 14 , 1997, Department of Environmental Protection, Division of Solid Waste Management (Department) personnel performed an inspection of the above-referenced solid waste management facility (Landfill) located off Flint Street in Barnstable, Massachusetts, in the presence of Mr. Mike Jouben, Stearns & Wheler, consultant to the Town of Barnstable for Landfill closure activities . The purpose of the inspection was to determine compliance with regulations enforced by the Department, 310 CMR. 19 . 000, Solid Waste Management Facility Regulations, as well as the closure approval issued by the Department on May 30 , 1996 . In accordance with an Administrative Consent Order (ACO) entered into between the Department and the Town on June 19, 1995, the Landfill is scheduled for closure prior to October 15, 1997 . The installation of the final cover system (Cap) for the north area of the Landfill was conducted during 1996 . At the time of the inspection, closure construction activities were being conducted for the south area of the Landfill . As observed, the entire south area of the Landfill has been graded and the placement' of the gas vent layer has been completed. The installation of the low permeable layer and drainage layer (a geocomposite material) , for the south area is approximately one-third completed. As indicated by Mr. Jouben, the testing performed to date on the south area closure materials has shown that the materials meet Department requirements . Additionally, the drainage basins associated with the Landfill' s stormwater management program have been constructed. Final seeding of the north area of the Landfill, as well as the south area will take place within the next few months . One final area of the 20 Riverside Drive 0 Lakeville, Massachusetts 02347 9 FAX(508) 947-6557 0 Telephone (508) 946-2700 -2- Landfill that is designed to receive an alternate final cover system (crushed stone) shall be completed this summer. As observed, all areas of the Landfill have either been closed or are in the process of being closed as scheduled per the ACO. Landfill closure construction activities were observed as being orderly with little to no disturbance of others areas of the Landfill site . The recycling operation located on the Landfill site, as well as the transfer station operations also carried out on the Landfill site, were observed to well managed as well as neat and orderly. Vehicular traffic associated with closure activities was observed to be well managed. No infractions were noted. The Department would like to commend the Town of Barnstable for its efforts towards closure of the Landfill . Agreements reached between the Town and the Department, as memorialized by the ACO, to date have been fulfilled. The Department looks forward towards finalization of the landfill closure project . Additionally, the Department would like to thank Mr. Mark Ells, as well as all parties involved, for their hard work and dedication to this project . Should there be any questions regarding this correspondence or other related matter, please contact me at (508) 946-2833 or Cathy Dors at (508) 946-2867 or at the letterhead address . Very truly yours, `d/L id B. Ellis, Chief Solid Waste Management Section E/CJD/cb CC : Board o�,,Health Town Hale 367 Main Street Hyannis, MA 02601 Board of Selectpersons r Town Hall 367 Main Street Hyannis, MA 02601 Department of Public Works 367 Main Street Hyannis, MA 02601 ATTN: M. Ells, Project Manager Stearns & Wheler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks I i -3- CC : Stearns & Wheler One Remington Park Drive Cazenovia, NY 13035 ATTN: J. Heath DEP-DSWM-Boston ATTN: P. Weinberg EARN3GBI� Town of Barnstable • 9� MAS&1 679. Department of Public Works �� 367 Main Street, Hyannis MA 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent TO: Susan G. Rask, Chairwoman, Board of Health FROM: Thomas J. Mullen, Superintendent DPW DATE: January 9, 1997 SUBJ: Solid Waste Management Rules and Regulations With the closure of the landfill, the Rules and Regulations adopted by your Board following a hearing on March 25, 1993 contain sections which are no longer applicable to the operation of the Solid Waste program. Enclosed, therefore, is a proposed revision of the Rules and Regulations for consideration and adoption by your Board. The proposed revision is somewhat more general than the last set and therefore less time sensitive in terms of requiring revision when minor changes to operations are necessitated for one reason or another. Thank you for your assistance in this matter. Tho . Mullen Superintendent Encl TOWN OF BARNSTABLE SOLID WASTE MANAGEMENT RULES AND REGULATIONS These rules and regulations pertaining to the management of the disposal of solid waste within the Town of Barnstable are adopted pursuant to the power of the Board of Health conferred by Chapter 111, Section 31 and Section 31B of the General Laws, after a public hearing held on ( ) . Section I. Solid Waste Disposal Services The following solid waste disposal services are provided to the residents and property owners of the Town of Barnstable and for licensed commercial trash haulers collecting solid waste from properties located within the Town of Barnstable: A For Barnstable Residents and Property Owners at the Solid Waste Disposal Facility: 1 . A Residential Transfer Station for the disposal of household trash contained in tied plastic bags, sealed paper bags, or small sealed cardboard boxes; 2 . A Recycling Center for the disposal of recyclable materials such as paper, glass, plastic containers, metal/iron products, appliances, etc. , certain of which may be disposed of at no charge and others of which may require payment of a nominal fee; 3 . A Yard Waste Disposal Area limited to the disposal of grass clippings and leaves for composting; 4 . A Demolition and Builder' s Trash Disposal Area for the disposal of small quantities of building materials and waste from the construction/demolition of structures located within the Town of Barnstable and disposed of by residents and contractor's in vehicles restricted to a size no larger than a full sized pick-up or 4 ' X 8' utility trailer; and S . A Bulky Items Disposal Area for items such as furniture, mattresses, box springs, and sofas . 1 B . For Licensed Commercial Trash Haulers 1 . A Solid Waste Transfer Station is operated jointly by the Towns of Barnstable and Yarmouth and located in the Town of Yarmouth for the disposal„ of solid waste picked up from residential and commercial properties located within the Town of Barnstable . 2 . Special regulations governing the delivery of solid waste to the Yarmouth Solid Waste Transfer Station are issued by the Town of Yarmouth. 3 . Any hauler authorized to dispose of solid waste at the Barnstable/Yarmouth Solid Waste Transfer Station and who disposes of at least fifty (50) tons of material per month at the transfer station may apply for authorization from the Department of Public Works to be billed on a monthly basis . Section II . Solid Waste Disposal Facility A. The Department of Public Works is responsible for the proper operation and maintenance of the Solid Waste Disposal Facility located in Marstons Mills . B. The Department of Public Works shall publish not less frequently than annually a complete listing of specific materials/items deemed acceptable and those deemed non- acceptable for disposal at the Facility' s disposal areas . The listing shall identify which of the acceptable items may be disposed of at no charge and those for which a nominal fee is charged. C. The days and hours of operation of the Facility are established by the Department of Public Works and shall be posted at the entrance to the Facility and published periodically in local newspapers and on Television Channel 19 . Section III. Residential Transfer Station Stickers Residential Transfer Station Stickers shall be issued for a fee by the Department of Public Works annually to properly identified residential property owners and tenants of residential dwellings located within the Town of Barnstable for use of the Residential Transfer Station pursuant to the following conditions : 2 r A. Occupants of residential units are entitled to purchase a total of two stickers per residential dwelling unit . B. Stickers are non-transferable and may be issued only for passenger vehicles , pickup trucks and vans . A utility trailer pulled by a vehicle bearing a transfer station sticker does not require a sticker. C. Stickers entitle the resident to dispose of their household trash only. Disposal of another resident' s trash is an unauthorized use of the sticker. D. Stickers issued for a calendar year shall be honored at the Solid Waste Facility through December 31 of that year or until the stickers for the following year become effective in the following year. E. Household trash transported by a vehicle that does not have a valid Sticker permanently affixed to the vehicle as required for that year shall be charged a disposal fee. F. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable may also dispose of bagged household trash at the Residential Transfer Station without a Sticker but will be charged a fee for each time they do so. G. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable who use the Solid Waste Facility for the purpose of disposing of recyclable materials, yard waste, demolition and builders trash and bulky items will not be required to purchase a Sticker. Depending on the material/item to be disposed of, however, a disposal fee may be required. As a general rule, basic recycling materials such as paper, glass, tin cans, plastic containers, etc . may be disposed of at no cost . H. If any person attempts to use the Residential Transfer Station using a vehicle with a Sticker affixed to it that was issued to another vehicle, the Sticker shall be subject to confiscation by the town. Section IV. Weighing 3 A. In those cases where a fee is charged for disposal, all trucks including standard pickup trucks, vans and utility trailers shall be weighed prior to disposal . B. The driver of any vehicle requiring weighing who leaves the Solid Waste Facility after disposing of rash without having paid the applicable fee shall be subject to criminal prosecution. C. The operator of each vehicle weighed shall be furnished a weigh bill at the time of weighing to keep as a receipt of the transaction. D. As a service to the public, any vehicle not disposing of waste materials may be weighed for a fee. E. If the scale becomes inoperative due to the loss of electric power or due to some other reason, all vehicles normally requiring weighing shall be charged based on the fee contained in the fee schedule published for the current year. Section V. General Regulations A. All loads entering the solid waste facility must be covered. B . Only wastes generated within the boundaries of the Town of Barnstable may be disposed of in the Solid Waste Disposal Facility. C. No waste of any type shall be disposed of in a recycling sta=ion bin, container, tank, or disposal area other than that type of waste for which it is specifically designated as the collection site. F. Anyone tampering with or damaging the entrance gate and/or the fencing around the Solid Waste Disposal Facility or disposing of waste of any type in the vicinity of the Facility shall be subject to prosecution. G. No indiscriminate dumping, salvaging or foraging shall be permitted. H. In the event the Residential Transfer - Station becomes inoperative for any reason, the supervisor of the Solid 4 Waste Disposal Facility shall have the authority to direct vehicles carrying bagged trash to deliver those bags to an alternate disposal site within the facility. I . As a condition of using the Solid Waste Disposal Facility, the owner, operator or person in charge of the vehicle transporting the waste material shall, upon request of a Facility attendant, provide proof of the origin or nature of the materials to be disposed of . S J. Continuous and flagrant disregard for the Rules and Regulations contained herein and/or posted at the Facility shall be deemed sufficient cause for the supervisor of the Solid Waste Disposal Facility to bar the entrance of any vehicle, or to revoke a Residential Transfer Station Sticker and issue the owner a pro-rated rebate. Section VII. Violations A. Whoever, himself, herself or by his or her servant or agent, or as the agent of any other person or any firm or corporation, violates the above regulations shall be punished by a fine of not more than three hundred dollars ($300) . B. If any article, regulation, paragraph, sentence, clause, or phrase of these regulations shall be declared invalid for any reason whatsoever, that decision shall not affect any other portion of these regulations which shall remain in full force and effect; and to this end the provisions cf these regulations are hereby declared severable . Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . 5 I Section VIII. Fees F Schedule for the current year is The Solid Waste Fee y ! 1 approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street , Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . • L/LI Susan K. sk, R.S. , Chairman Brian R. Grady, R.S . Ra ph A ur &hy, -D. 6 ?. 3 IMF r �STA M Town of Barnstable `679. ��� Department of Public Works �fc ter► 367 Main Street, Hyannis MA 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent TO: Susan G. Rask, Chairwoman, Board of Health FROM: Thomas J. Mullen, Superintendent DPW DATE: January 9, 1997 SUBJ: �d Waste Management Rules and Regulations With the closure of the landfill, the Rules and Regulations adopted by your Board following a hearing on March 25, 1993 contain sections which are no longer applicable to the operation of the Solid Waste program. Enclosed, therefore, is a proposed revision of the Rules and Regulations for consideration and adoption by your Board. The proposed revision is somewhat more general than the last set and therefore less time sensitive in terns of requiring revision when minor changes to operations are necessitated for one reason or another. Thank you for your assistance in this matter. ZTho . Mullen Supenntendent Encl I TOWN OF BARNSTABLE SOLID WASTE MANAGEMENT RULES AND REGULATIONS These rules and regulations pertaining to the management of the disposal of solid waste within the Town of Barnstable are adopted pursuant to the power of the Board of Health conferred by Chapter 111, Section 31 and Section 31B of the General Laws, after a public hearing held on ( ) . Section I. Solid Waste Disposal Services The following solid waste disposal services are provided to the residents and property owners of the Town of Barnstable and for licensed commercial trash haulers collecting solid waste from properties located within the Town of Barnstable : A For Barnstable Residents and Property Owners at the Solid Waste Disposal Facility• 1 . A Residential Transfer Station for the disposal of household trash contained in tied plastic bags, sealed paper bags, or small sealed cardboard boxes; 2 . A Recycling Center for the disposal of recyclable materials such as paper, glass, plastic containers, metal/iron products, appliances, etc . , certain of which may be disposed of at no charge and others of which may require payment of a nominal fee; 3 . A Yard Waste Disposal Area limited to the disposal of grass clippings and leaves for composting; 4 . A Demolition and Builder' s Trash Disposal Area for the disposal of small quantities of building materials and waste from the construction/demolition of structures located within the Town of Barnstable and disposed of by residents and contractors in vehicles restricted to a size no larger than a full sized pick-up or 4 ' X 8 ' utility trailer; and S . A Bulky Items Disposal Area for items such as furniture, mattresses, box springs, and sofas . 1 B For Licensed Commercial Trash Haulers 1 . A Solid Waste Transfer Station is J operated jointly b the P Y Y Towns of Barnstable and Yarmouth and located in the Town of Yarmouth for the disposal„ of solid waste picked up from residential and commercial properties located within the Town of Barnstable . 2 . Special regulations governing the delivery of solid waste to the Yarmouth Solid Waste Transfer Station are issued by the Town of Yarmouth. 3 . Any hauler authorized to dispose of solid waste at the Barnstable/Yarmouth Solid Waste Transfer Station and who disposes of at least fifty (5o) tons of material per month at the transfer station may apply for authorization from the Department of Public Works to be billed on a monthly basis . Section II. Solid Waste Disposal Facility A. The Department of Public Works is responsible for the proper operation and maintenance of the Solid Waste Disposal Facility located in Marstons Mills . B. The Department of Public Works shall publish not less frequently than annually a complete listing of specific materials/items deemed acceptable and those deemed non- acceptable for disposal at the Facility' s disposal areas . The listing shall identify which of the acceptable items may be disposed of at no charge and those for which a nominal fee is charged. C. The days and hours of operation of the Facility are established by the Department of Public Works and shall be posted at the entrance to the Facility and published periodically in local newspapers and on Television Channel 19 . Section III . Residential Transfer Station Stickers Residential Transfer Station Stickers shall be issued for a fee by the Department of Public Works annually to properly identified residential property owners and tenants of residential dwellings located within the Town of Barnstable for use of the Residential Transfer Station pursuant to the following conditions : 2 A. Occupants of residential units are entitled to purchase a total of two stickers per residential dwelling unit . B . Stickers are non-transferable and may be issued only for passenger vehicles, pickup trucks and vans . A utilit y trailer pulled by a vehicle bearing a transfer station sticker does not require a sticker. C. Stickers entitle the resident to dispose of their household trash only. Disposal of another resident' s trash is an unauthorized use of the sticker. D. Stickers issued for a calendar year shall be honored at the Solid Waste Facility through December 31 of that year or until the stickers for the following year become effective in the following year. E. Household trash transported by a vehicle that does not have a valid Sticker permanently affixed to the vehicle as required for that year shall be charged a disposal fee. F. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable may also dispose of bagged household trash at the Residential Transfer Station without a Sticker but will be charged a fee for each time they do so. G. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable who use the Solid Waste Facility for the purpose of disposing of recyclable materials, yard waste, demolition and builders trash and bulky items will not be required to purchase a Sticker. Depending on the material/item to be disposed of, however, a disposal fee may be required. As a general rule, basic recycling materials such as paper, glass, tin cans, plastic containers, etc . may be disposed of at no cost . H. If any person attempts to use the Residential Transfer Station using a vehicle with a Sticker affixed to it that was issued to another vehicle, the Sticker shall be subject to confiscation by the town. Section IV. Weighing 3 I A. In those cases where a fee is charged for disposal, all trucks including standard pickup trucks, vans and utility trailers shall be weighed prior to disposal . B. The driver of any vehicle requiring weighing who leaves the Solid Waste Facility after disposing of rash without having paid the applicable fee shall be subject to criminal prosecution. C. The operator of each vehicle weighed shall be furnished a weigh bill at the time of weighing to keep as a receipt of the transaction. D. As a service to the public, any vehicle not disposing of waste materials may be weighed for a fee . E. If the scale becomes inoperative due to the loss of electric power or due to some other reason, all vehicles normally requiring weighing shall be charged based on the fee contained in the fee schedule published for the current year. Section V. General Regulations A. All loads entering the solid waste facility must be covered. B . Only wastes generated within the boundaries of the Town of Barnstable may be disposed of in the Solid Waste Disposal Facility. C. No waste of any type shall be disposed of in a recycling station bin, container, tank, or disposal area other than that type of waste for which it is specifically designated as the collection site . F. Anyone tampering with or damaging the entrance gate and/or the fencing around the Solid Waste Disposal Facility or disposing of waste of any type in the vicinity of the Facility shall be subject to prosecution. G. No indiscriminate dumping, salvaging or foraging shall be permitted. H. In the event the Residential Transfer Station becomes inoperative for any reason, the supervisor of the Solid 4 Waste Disposal Facility shall have the authority to direct vehicles carrying bagged trash to deliver those bags to an alternate disposal site within the facility. I . As a condition of using the Solid Waste Disposal Facility, the owner, operator or person in charge of the vehicle transporting the waste material shall, upon request of a Facility attendant, provide proof of the origin or nature of the materials to be disposed of . J. Continuous and flagrant disregard for the Rules and Regulations contained herein and/or posted at the Facility shall be deemed sufficient cause for the supervisor of the Solid Waste Disposal Facility to bar the entrance of any vehicle, or to revoke a Residential Transfer Station Sticker and issue the owner a pro-rated rebate . Section VII. Violations A. Whoever, himself, herself or by his or her servant or agent, or as the agent of any other person or any firm or corporation, violates the above regulations shall be punished by a fine of not more than three hundred dollars ($300) . B . If any article, regulation, paragraph, sentence, clause, or phrase of these regulations shall be declared invalid for any reason whatsoever, that decision shall not affect any other portion of these regulations which shall remain in full force and effect; and to this end the provisions of these regulations are hereby declared severable. Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . 5 i r Section VIII . Fees The Solid Waste Fee Schedule for the current year is approved by the Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office a- Barnstable Town Hall . Susan K. sk, R. S . , Chairman /3/� /Z 446, Brian R. Grady, R. S . '#-4t. 6 t COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF /Q�t► DEPARTMENT OF ENVIRONMENTAL PRO 4/qj� SOUTHEAST REGIONAL OFFICE rut � 199 _ WILLIAM F.WELD 0 , Govemor UDY ARGEO PAUL CELLUCCIcC B B� UHS Lt. Govemor sioner Uj PY March 7, 1997 Mr._ Thomas Mullen, Superintendent RE: BARNSTABLE--Administrative Barnstable Department of Public Works Review, BRPWP30, Residuals 367 Main Street Land Application Certificate, Hyannis, Massachusetts 02601 Wastewater Treatment Plant Sludge, Barnstable Landfill, Application No. 1, Transmittal No. 139161 Dear Mr. Mullen: The Department has completed its Administrative Review of the permit application listed above and determined that the application is administratively complete. Accordingly, the Department will begin its Technical Review. According to 310 CNIR 4 . 04, the Department now has ninety (90) days to complete its Technical Review and issue a final decision to grant or deny the permit. Provided your application is technically adequate, and none of the contingencies outlined in 310 CMR 4 .04 occur, the Department will issue a final decision within the timeframes listed above. If you have any questions, please contact .Richard Rondeau at (508) 946-2816 . { Very truly yo J G 1 hief W to 11 tion Control Section G/RR/cb ' cc: Mr: Nate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX(S08) 947-6557 • Telephone (508) 946-2700 a -2- cc : Mr. Mark Ells Department of Public Works 367 Main St . Hyannis, MA 02601 Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 i Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 0260.1 DEP-SERO-DSWM ATTN: Dave Ellis DEP-MILLBURY - ATTN: Larry Polese R I i 4 1 5 A 1 1 } 1( 1 MRN3i'AOLE. Town of Barnstable • MAs4 Department of Public Works i679. �m �fDMAy� 367 Main Street, Hyannis MA 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent TO: Susan G. Rask, Chairwoman, Board of Health FROM: Thomas J. Mullen, Superintendent DPW DATE: January 9, 1997 SUBJ: Sid Waste Management Rules and Regulations With the closure of the landfill, the Rules and Regulations adopted by your Board following a hearing on March 25, 1993 contain sections which are no longer applicable to the operation of the Solid Waste program. Enclosed, therefore, is a proposed revision of the Rules and Regulations for consideration and adoption by your Board. The proposed revision is somewhat more general than the last set and therefore less time sensitive in terms of requiring revision when minor changes to operations are necessitated for one reason or another. Thank you for your assistance in this matter. Tho . Mullen Superintendent Encl f TOWN OF BARNSTABLE SOLID WASTE MANAGEMENT RULES AND REGULATIONS These rules and regulations pertaining to the management of the disposal of solid waste within the Town of Barnstable are adopted pursuant to the power of the Board of Health conferred by Chapter 111, Section 31 and Section 31B of the General Laws, after a public hearing held on ( ) . Section I. Solid Waste Disposal Services The following solid waste disposal services are provided to the residents and property owners of the Town of Barnstable and for licensed commercial trash haulers collecting solid waste from properties located within the Town of Barnstable : A For Barnstable Residents and Property Owners at the Solid Waste Disposal Facility: 1 . A Residential Transfer Station for the disposal of household trash contained in tied plastic bags, sealed paper bags, or small sealed cardboard boxes; 2 . A Recycling Center for the disposal of recyclable materials such as paper, glass, plastic containers, metal/iron products, appliances, etc . , certain of which may be disposed of at no charge and others of which may require payment of a nominal fee; 3 . A Yard Waste Disposal Area limited to the disposal of grass clippings and leaves for composting; 4 . A Demolition and Builder' s Trash Disposal Area for the disposal of small quantities of building materials and waste from the construction/demolition of structures located within the Town of Barnstable and disposed of by residents and contractors in vehicles restricted to a size no larger than a full sized pick-up or 4 ' X 8' utility trailer; and S . A Bulky Items Disposal Area for items such as furniture, mattresses, box springs , and sofas . 1 B . For Licensed Commercial Trash Haulers 1 . A Solid Waste Transfer Station is operated jointly by the Towns of Barnstable and Yarmouth and located in the Town of Yarmouth for the disposal. . of solid waste picked up from residential and commercial properties located within the Town of Barnstable . 2 . Special regulations governing the delivery of solid waste to the Yarmouth Solid Waste Transfer Station are issued by the Town of Yarmouth. 3 . Any hauler authorized to dispose of solid waste at the Barnstable/Yarmouth Solid Waste Transfer Station and who disposes of at least fifty (50) tons of material per month at the transfer station may apply for authorization from the Department of Public Works to be billed on a monthly basis . Section II. Solid Waste Disposal Facility A. The Department of Public Works is responsible for the proper operation and maintenance of the Solid Waste Disposal Facility located in Marstons Mills . B . The Department of Public Works shall publish not less frequently than annually a complete listing of specific materials/items deemed acceptable and those deemed non- acceptable for disposal at the Facility' s disposal areas . The listing shall identify which of the acceptable items may be disposed of at no charge and those for which a nominal fee is charged. C. The days and hours of operation of the Facility are established by the Department of Public Works and shall be posted at the entrance to the Facility and published periodically in local newspapers and on Television Channel 19 . Section III. Residential Transfer Station Stickers Residential Transfer Station Stickers shall be issued for a fee by the Department of Public Works annually to properly identified residential property owners and tenants of residential dwellings located within the Town of Barnstable for use of the Residential Transfer Station pursuant to the following conditions : 2 r A. Occupants of residential units are entitled to purchase a total of two stickers per residential dwelling unit . B. Stickers are non-transferable and may be issued only for passenger vehicles, pickup trucks and vans . A utility trailer pulled by a vehicle bearing a transfer station sticker does not require a sticker. C. Stickers entitle the resident to dispose of their household trash only. Disposal of another resident' s trash is an unauthorized use of the sticker. D. Stickers issued for a calendar year shall be honored at the Solid Waste Facility through December 31 of that year or until the stickers for the following year become effective in the following year. E. Household trash transported by a vehicle that does not have a valid Sticker permanently affixed to the vehicle as required for that year shall be charged a disposal fee. F. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable may also dispose of bagged household trash at the Residential Transfer Station without a Sticker but will be charged a fee for each time they do so. G. Residential property owners and year-round tenants of residential dwellings located within the Town of Barnstable who use the Solid Waste Facility for the purpose of disposing of recyclable materials, yard waste, demolition and builders trash and bulky items will not be required to purchase a Sticker. Depending on the material/item to be disposed of, however, a disposal fee may be required. As a general rule, basic recycling materials such as paper, glass, tin cans, plastic containers, etc . may be disposed of at no cost . H. If any person attempts to use the Residential Transfer Station using a vehicle with a Sticker affixed to it that was issued to another vehicle, the Sticker shall be subject to confiscation by the town. Section IV. Weighing 3 A. In those cases where a fee is charged for disposal, all trucks including standard pickup trucks, vans and utility trailers shall be weighed prior to disposal . 0 B. The driver of any vehicle requiring weighing who leaves the Solid Waste Facility after disposing of rash without having paid the applicable fee shall be subject to criminal prosecution. C. The operator of each vehicle weighed shall be furnished a weigh bill at the time of weighing to keep as a receipt of the transaction. D. As a service to the public, any vehicle not disposing of waste materials may be weighed for a fee . E. If the scale becomes inoperative due to the loss of electric power or due to some other reason, all vehicles normally requiring weighing shall be charged based on the fee contained in the fee schedule published for the current year. Section V. General Regulations A. All loads entering the solid waste facility must be covered. B . Only wastes generated within the boundaries of the Town of Barnstable may be disposed of in the Solid Waste Disposal Facility. C. No waste of any type shall be disposed of in a recycling station bin, container, tank, or disposal area other than that type of waste for which it is specifically designated as the collection site . F. Anyone tampering with or damaging the entrance gate and/or the fencing around the Solid Waste Disposal Facility or disposing of waste of any type in the vicinity of the Facility shall be subject to prosecution. G. No indiscriminate dumping, salvaging or foraging shall be permitted. H. In the event the Residential Transfer Station becomes inoperative for any reason, the supervisor of the Solid 4 Waste Disposal Facility shall have the authority to direct vehicles carrying bagged trash to deliver those bags to an alternate disposal site within the facility. I . As a condition of using the Solid Waste Disposal Facility, t_ze owner, operator or person in charge of the vehicle transporting the waste material shall, upon request of a Facility attendant, provide proof of the origin or nature of the materials to be disposed of . J. Continuous and flagrant disregard for the Rules and Regulations contained herein and/or posted at the Facility shall be deemed sufficient cause for the supervisor of the Solid Waste Disposal Facility to bar the entrance of any vehicle, or to revoke a Residential Transfer Station Sticker and issue the owner a pro-rated rebate. Section VII. Violations A. Whoever., himself, herself or by his or her servant or agent, or as the agent of any other person or any firm or corporation, violates the above regulations shall be punished by a fine of not more than three hundred dollars ($300) . B . If any article, regulation, paragraph, sentence, clause, or phrase of these regulations shall be declared invalid for .any reason whatsoever, that decision shall not affect any other portion of these regulations which shall remain in full force and effect; and to this end the provisions of these regulations are hereby declared severable . Section VIII. Fees The Solid Waste Fee Schedule for the current year is approved by -he Town Manager and published separately from these rules and regulations . Copies of the fee schedule may be obtained at the Solid Waste Disposal Facility Office, 45 Flint Street, Marstons Mills and the Department of Public Works Office at Barnstable Town Hall . 5 TOWN OF BARNSTABLE y01 TH E OFFICE OF �li�lJ►� BOARD OF HEALTH DAAIISTAHL rAee. °o +�3q yea 367 MAIN STREET HYANNIS, MASS.02601 February 28,1997 Thomas Mullen, Superintendent Department of Public Works Barnstable Town Hall 367 Main Street Hyannis, MA. 02601 RE: Permit Application for Land Application Certificate BRP WP 30, Application#1 Transmittal # 139161 Dear Mr. Mullen, The Board of Health is in support of your request to use composted sludge as a vegetative layer on the landfill cap. Sincerely yours, Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable mse/sldg cc. Nathan C. Weeks, PE, Stearns&Wheler Hyannis Peter Doyle, WPCD Mark Ells, Senior Project Manager May-04-99 OBtO6 P_O2 A"N COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION a SOUTHEAST REGIONAL OFFICE ARGUO PAUT,CELLUCCI BOB DURAND Governor Secretary JANE SWIFT EDWARD P.KUNCE Lieutenant GoveTly Acting Commissiuner April 22, 1999 Mr. homes McKean RE: BARNSTABLE--Residuals Land Board of Health Application Certificate, BRPWP30, P.O. Box 534 Water Pollution Control, Barnstable Hyannis, Massachusetts 02601 Landfill, Application No. 4 Transmittal No. 139071 Dear Mr. McKean: The Town of Barnstable has applied to the Department of Environmental Protection, Division of Water Pollution Control, for a Land Application Certificate for Type 2 residual sludge material. It is the understanding of the Department that the Barnstable Board of Health has received a copy of the subject application, in compliance with 310 CMR 32.25(2) . 310 CMR 32 .25 (5) states that "When the Department has determined that iC has received a fully completed application for a Land Application Certificate, it shall so notify the applicant and the board of health of the city or t-3wn in which the land application site is located. The Department shall seek the concurrence of the board of health of the city or town in which the land application site is located prior to granting a Land Application Certificate. Said board of health shall be deemed to have given concurrence without terms or conditions unless it notifies the Department to the contrary not later than _L� days after the notice given by the Deparrment to the board of health pursuant to the first sentence of 310 CMR 32.25 (5) . The Department shall grant a band 2$ Application Certificate withour the concurrence of said board of health only if the Department determines, after evaluating relevant evidence, that the board of health has acted unreasonably in refusing or conditioning its concurrence." Accordingly, the Department hereby requests that the Board review the subject proposal and indicate in writing its approval or disapproval of the proposed project. Such response should be sent to the attention of Mr. Richard Rondeau at the below address. 2816. If you have any questions, please contact Mr. Richard Rondeau at (508) 946- very truly yours, Elizabeth Kouloheras, Chief Cape Cod Watershed 20 Riverside Drive•Lakeville.Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information Is available in alternate format by calling our ADA Coordinator at(617)574.6872. ' DEP on the World Wide Web: hup:l/www.e»agocl.state.ma.usldep Printed on Recycled Paper `- Commonwealth of Massachusetts Executive Office of Environmental Affairs � . Department of t� Environmental Protectio 02 � ' Southeast Regional Office _ N t_"Av ® �5' 9William F.Weld ' � � T�dy Coxe Governor Secretary Argeo Paul Cellucci °Mt4;"", David @/,giruhs U.Governor €� Commiesbner Ile June 18, 1996 ' �:1 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Administrative Barnstable Department of Public Works Review, BRPWP29, Approval of 367 Main Street Suitability, Wastewater Hyannis, Massachusetts 02601 Treatment Plant Sludge, Barnstable Landfill, Application No. 1, Transmittal No. 115181 Dear Mr. Mullen: The Department has completed its Administrative Review of the permit application listed above and determined that the application is administratively complete. Accordingly, the Department will begin its Technical Review. According to 310 CMR 4. 04, the Department now has sixty (60) days to complete its Technical Review and issue a final decision to grant or deny the permit. Provided your application is technically adequate, and none of the contingencies outlined in 310 CMR 4.04 occur, the Department will make issue a final decision within the timeframes listed above. If you have any questions, please contact Richard Rondeau at (508) 946-2816. Very tru Jef ief tro G/RR/bh Wa r P ut t Section cc: Mr. Nate Weeks Stearns & Wheler 100 Nest Main Street P.O. Box 975 Hyannis, MA 02601 Mr. Mark Ells Department of Public Works 367 Main St. Hyannis, MA 02601 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 Printed on Recycled Paper i 1 -2- cc: Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director DEP-SERO-DSWM ATTN: Dave Ellis DEP-MILLBURY ATTN: Larry Polese. I I Commonwealth of Massachusetts Executive Office of Environmental Affairs De1partment of �fc� , Environmental Protectlo J 41N iv ' Southeast Regional Office William F.Welds Trudy Coxe Governor Secretary Argeo Paul Cellucci �, .David B.Struhs U.Governor " ti Commissioner June 18, 1996 "-�- Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Administrative Barnstable Department of Public Works Review, BRPWP29, Approval of 367 Main Street Suitability, Wastewater Hyannis, Massachusetts 02601 Treatment Plant Sludge, Barnstable Landfill, Application No. 2, Transmittal No. 115182 Dear Mr. Mullen: The Department has completed its Administrative Review of the permit application listed above and determined that the application is administratively complete. Accordingly, the Department will begin its Technical Review. According to 310 CMR 4. 04, the Department now has sixty (60) days to complete its Technical Review and issue a final decision to grant or deny the permit. Provided your application is technically adequate, and none of the contingencies outlined in 310 CMR 4 .04 occur, the Department will make issue a final decision within the timeframes listed above. If you have any questions, please contact Richard Rondeau at ' (508) 946-2816. Very t my , je e o 1 , Chief at 1 ti n Control Section G/RR/bh cc: Mr. Nate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 Mr. Mark Ells Department of Public Works 367 Main St. Hyannis, MA 02601 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947.6557 • Telephone (508) 946-2700 0 Printed on Recycled Paper i r r -2- cc: Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director DEP-SERO-DSWM ATTN: Dave Ellis DEP-MILLBURY ATTN: Larry Polese 4 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Scdheost Regional Office William F.Weld Trudy Coxe C10"Mor secretary ` AEaeo ENLICAUUCCL David B.Struhs Commissioner Cary July 10, 1996 Robert A. Burgmann RE: BARNSTABLE--Solid Waste Department of Public Works Solid Waste Transfer Town Hall Station & Recycling Center, 367 Main street at the Existing Landfill Site, - Hyannis, Massachusetts 02601 Flint Street, AUTHORIZATION TO OPERATE, Transmittal #114379, 310 CMR 19.000 Dear Mr. Burgmann: The Department of Environmental Protection, Division of Solid Waste Management (the "Department") , has completed an administrative and technical review of the above-referenced permit application concerning the operation of the described solid waste management facility. The design of the facility was approved for construction on January 12, 1996. The subject application, received by the Department on January 16, 1996, indicates that the subject facility has been constructed. An Operation and Maintenance Plan for the facility was provided to the Department, by a facsimile on April 11, 1996, and in hard copy on June 28, 1996. The Department, as a result of its review of the referenced application, in conjunction with observations made during a site inspection performed on June 26, 1996, has revealed that the subject facility can operate in accordance with the requirements found at 310 CMR 19.042 and 19.200. Accordingly, -the Department with the authority granted pursuant to Massachusetts General Laws, Chapter 111, Section 150A ("MGL, C. 111, S150A") hereby authorizes the operation of the described. facility subject to the following provisions: 1. The operation of the facility shall be in strict accordance with the terms of this Authorization to Operate, as well as all pertinent provisions of 310 CMR 19.000, Solid Waste Management Facility Regulations {310 CMR 19.042 and 19.200 through 19.2211 . There shall be no deviation from same without prior written approval from the Department. 2. The handling of solid waste at the facility SHALL NOT EXCEED FORTY- NINE (49) TONS PER DAY. For the purpose of this authorization, this daily tonnage shall be averaged on a weekly basis, considering the total weekly (calendar) tonnage divided by the operating days per week. Sufficient weight records documenting same shall be maintained at all times. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 40 Printed on Recycled Paper t P t -2- 's Any increase in residential usage at the facility, or other event, causing the actual daily tonnage rate to exceed the permitted level r of forty-nine (49) tons per day, more than three (3) times during. any three (3) month period, will be considered a violation of this FINAL Permit. The Applicant must notify the Department of the circumstances creating this exceedance. Should the exceedance be } caused by circumstances likely to reoccur, then the Department will require the facility to apply for a "Permit Modification" for an increase in the permitted tonnage. An application for review by a the Massachusetts Environmental Policy Act Unit of the Executive Office of Environmental Affairs, will also be required. 3. Hours of facility operations will be 7:30 am to 3:30 pm, Tuesday through Saturday, year round. The facility will also be open on Monday from mid-June through mid-September. 4 This Authorization To Operate has been issued pursuant to MGL, C.111, §150A. Any person(s) aggrieved by this permit decision may appeal pursuant T to M.G.L. , C.30A, §14. An appeal must be commenced no later than thirty (30) days from the date of this decision. Notice of an action or proceeding to appeal, including a statement of reasons thereof, shall be served on the { Department upon the commencement of the appeal. In the event of an appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and modify the decision. Should there be any questions, please contact the Southeast Regional j Office at (508) 946-2828 or at the letterhead address. In any correspondences) to this office relative to this matter, ' please refer to Transmital 1114379. Very truly yours, Christopher Tilden, P.E. Regional Engineer for Waste Prevention i T\CJD\cb I CERTIFIED MAIL No. P 256 393 394 RETURN RECEIPT REQUESTED cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 . Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 i j i E c � r "s r. -3- i cc: Department of Public Works Town Hall 367 Main Street Hyannis, MA 02601 ATTN: T. Mullen, Superintendent M. Ells M. Pukulis Stearns & Wheler 100 West Main Street PO Box 975 Hyannis, MA 02601 ATTN: J. Heath I ( DEP-DSWM-Boston i, ATTN: P. Weinberg E 1' {ifr` 1 (l1 3 1. 5 t a i. 1 1 i f 1 i i E 4` f f 4 Commonwealth of Massachusetts1 Executive Office of Environmental Affairs Department of OCT Jy9 Environmental Protection = MAU Southeast Regional Office , William �F.FWeld G Trudy Coxe 9 Secretary,EOEA David B.Struhs m MD - September 30, 1996 Mr. Warren Rutherford RE: BARNSTABLE--Solid Waste Town Manager .Flint Street, Sanitary Barnstable Town Hall Landfill, Closure Design 367 Main Street Plan Approval (BRPSW25) : Hyannis, Massachusetts 02601 Modification Dear Mr. Rutherford: The Department of Environmental Protection, Division of Solid Waste Management (the "Department") received a Beneficial Use Determination ("BUD") request from Cape Resources Company ("CRC") on July 19, 1996 to use soils generated from their facility as a component in the final cap construction at the Town Is Municipal Sanitary Landfill located off Flint Street in Barnstable, Massachusetts. On September 19, 1996, DEP approved the BUD with certain conditions. CRC is in the process of excavating a I construction and demolition ("C&D") waste landfill located on their property in Barnstable, MA in accordance with their Department approval. The excavated materials are screened to separate C&D material from the soil originally used as cover material ("processed soils") . The BUD provides for reuse all the processed soils generated from CRC facility, estimated at 78,000 cubic yards, as a component in the final cap construction of the Barnstable Municipal located off Flint Street. The Division of Solid Waste Management (DSWM) submitted a memorandum to the Office of Research and Standards (ORS) which presented the results of analytical testing conducted on the processed soils and outlined the management actions to be undertaken to limit exposure. ORS indicated that no additional actions beyond those discussed in the memorandum were necessary. All management actions discussed in the DSWM memorandum have been incorporated into this closure design plan;-modification approval letter or CRC's BUD approval letter (refer to enclosed CRC approval letter) . 1 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone-(508) 946-2700 The BUD indicates that processed soils are to be used for the lower 12 inches of the 18-inch vegetative support layer for the 27 acre north section of the Barnstable Municipal Landfill (Flint Street) to be capped with the Type A-1 cap in 1996. Additionally, the processed soils are to be used for the bottom 6-inches of the 12 inch vegetative support layer for the 14 acre south section of the Barnstable Municipal Landfill to be capped with the Type A-2 cap in 1997. In order to allow the implementation of CRC's BUD, the Town of Barnstable requested on September 27, 1996 that the existing Barnstable Landfill closure design approval letter of May 30, 1996, be amended. As a result of its review, and in accordance with the authority granted pursuant to M.G.L. , c.111, section 150A the Department hereby amends the existing Closure Design Approval of May 30, 1996 to allow the use oJE processed soils for the 12-inch subsoil layer for the Type A-1 cap and 6-inch subsoil layer for the Type A-2 cap at the Barnstable Landfill, as described in the BUD application, provided that the Town of Barnstable implements the following: 1. An OSHA approvable Health and Safety Plan shall be prepared. The Health and Safety plan must be read and understood by all personnel at the Barnstable Landfill and any subcontractors, vendors and technical field personal entering the Barnstable landfill during the proposed project. All personnel must receive proper training prior to working on the project. 2 . Should any portion of the processed soil be found to contain excessive paper, wood, glass or other debris, it shall be shipped for off-site disposal at a permitted solid waste management. facility. 3. Should nuisance conditions (i.e. odor, dust) occur at any time from either the handling of the processed soil or the use as daily cover, appropriate measures shall'-be taken to mitigate the nuisance. A water truck shall be available to cover dusty surfaces with an adequate quantity of water to reduce the amount of dust generated. Vehicles traveling across the site are to be instructed to operate at slow speed to minimize the amount of dust generated: Should nuisance problems persist, the Department reserves the right to rescind this approval and require that all on-site processed soils be immediately disposed at a permitted solid waste landfill .facility. 4. CRC and Barnstable landfill operators .,.will coordinate with each other on a continuous and ongoing' basis to ensure that there are no problems in implementing . the plan approval for this BUD. t 2 ,> L 5. If the Town of Barnstable rejects any processed soil loads, Barnstable shall notify the Department as to the quantity and reason for all' rejected loads within one week of occurrence. No rejected loads shall be returned to the CRC facility for any reason. All rejected loads shall be handled in accordance with solid waste or hazardous waste regulations, as is applicable. 6. The entire area of the Barnstable Landfill shall be left each day in a manner that protects public health, safety and the environment. - 7. During capping, the Town of Barnstable will limit the amount of time that the processed soils are exposed prior to placement of the final 6-inches of the vegetative support layer over the processed soil. At no time will processed soils be left uncovered for more than two weeks without placement of the final 6-inches of the vegetative support layer. 8. The Department requires that the vegetative support layer be strictly maintained in accordance with 310 CMR 19.142 (5) and the final 6-inches of the vegetative layer that is to be placed over the processed soils be maintained. All areas of the landfill capped this construction season (1996) and next construction season (1997) shall be inspected every two weeks (4 inspections) for the first two months after hydroseeding is completed. Two (2) monthly letter reports shall be submitted . to the Department which outlines the condition of the cap during the last two inspections and the steps that were taken to maintain the cap. 9. Inspection of the cap shall be conducted at a minimum of biannually thereafter by the Town in the Spring and Fall unless specifically modified by the Department. A letter report shall be submitted within one (1) month of the inspection which outlines the condition of the cap and the steps that were taken to maintain the cap. 10. Post-closure use of the , Barnstable Landfill is prohibited without prior written Department approval. Please be advised that the Department reserves the right to require additional assessment(s) or action(s) , including but not limited to modifying operating techniques or requiring corrective actions to maintain the environment free from nuisance condition and/or dangers or threats to the public health, safety or the environment. It is the applicant's responsibility to comply with all other applicable Federal, State and local statutes. 3 f 1. u If you have any questions regarding this matter, please. f contact David B. Ellis at (508) 946-2833 or Mark Dakers at (508) 946-2847 or at the letterhead address. Very truly yours, Christopher Tilden, P.E. Regional Engineer For Waste Prevention T/MD/re Enclosure cc: Cape Resources Company Post Office Box 69 Old Falmouth Road Marstons Mills, Massachusetts 02648 ATTN: Mr. Paul Shanahan (no enclosure) DeFeo, Wait & Par6, Inc. 31 Bellows Road Raynham, Massachusetts 02767 ATTN: Gerald Cushing, P.E. Department of Public Works Town of Barnstable 367 Main Street Hyannis, MA 02061 ATTN: Thomas Mullen Wright, .Moehrke & Mackie 283 Dartmouth Street Boston, MA 02116 ATTN: Thomas Mackie, Esq. Board of Health Town Hall 367 Main Street Hyannis, MA 02061 DEP-OGC-SERO ATTN: D. Nagle DEP - Boston ' ATTN: P. Weinberg 4 I Commonwealth of Massachusetts (MAR Executive Office of Environmental Affairs Department of Environmental ProtectionSoutheast Regional Officed C6"xeWilliam F.WeldyGovemor =Secretary Argeo Paul Cellucci David B.Struhs U.Govemor CommWIoner D Y February 22, 1996 Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, Closure Design Plan Hyannis, irlassacnuseLts 02601 (BU71PSTV12.5) , TECtT TI^_?AT, )VFT_CTFNry NOTICE, Transmittal #114720, a 310 CMR 19.000 Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid Waste Management ("Department") has completed an initial technical review of the above-referenced application ("Application") . The Application entitled Corrective Action Alternatives Analysis and Landfill Closure Plan, Municipal Landfill Closure, Barnstable, Massachusetts, October 1995, was submitted on your behalf by Stearns & Wheler ("S&W") of Hyannis, Massachusetts. It should be noted that the corrective action alternative analysis ("CAAA") and the closure design plans are both provided with this application submission. This correspondence is strictly relative to the closure design portion of the Application. The Department has reviewed the Application under the auspices of 310 CMR 19.000; Solid Waste Management Facility Regulations, and the Department's Landfill Technical Guidance Manual, revised September 1993 ("Manual") , and has determined that on the basis of the information now in the record, the Department would either deny the permit or impose conditions significantly modifying or restricting operation of the project or activity as proposed. Specifically, the closure design portion of the Application is technically deficient in the following areas: 1. The closure design plans and report indicate that a passive gas vent system is initially .proposed, with gas characterization and analysis to be performed following landfill closure (pg. 9-3) . The passive gas vents are proposed with a• 200 foot spacing and are proposed to extend at least 5 feet into the landfill with perforated lateral collection lines installed between vents. Post-closure use of the Landfill has been proposed. As you are aware, before the Department can approve of post- closure use of the Landfill, either a risk assessment must be completed to the satisfaction of the Department's Office of Research and Standards ("ORS") which indicates that a passive gas vent system is acceptable for the proposed post-closure use, or a fully active collection/treatment system is proposed and design drawings with accompanying analyses presented for Department review. 20 Riveegide Drive • Lakeville,Massachusetts 02347 • FAX(508)9474W7 • Telephone (508) 946-2700 Printed on Regckd Paper -2- Initially, the Department has determined that the passive gas vent system as proposed is acceptable for the purposes of proceeding with closure activities, provided that an initial landfill gas characterization is conducted. Given the proximity of sensitive receptors to the Landfill and even prior to the approval of a passive gas vent system with a restricted use of post-closure monitoring only, the Department must have assurance that the passive system is not emitting harmful contaminants into the ambient surroundings. The parameters listed in the Manual (pg. 4-21) shall be analyzed for The Department recommends a bag sample from within the landfill mass, at least 10 feet in depth to avoid dissipation of the gas in the ambient, be retrieved and analyzed utilizing EPA Method TO-14, with the identification of the compounds showing the 15 highest peaks. Please address this issue. Be advibed that should ark act-i e gas ^.ol"ectlon be deemed necessary, the proposed gas vent system may need to be modified. The Department recommends an evaluation of landfill gas build-up beneath the Type B cap, considering worst case scenario, where the distance for landfill gas to travel is the greatest prior to relief. A perforated collection pipe may be necessary for installation beneath the Type B cap to mitigate against such. Please address this issue. It is proposed to install three permanent gas monitoring wells at the Landfill. The Department agrees with the necessity to install permanent gas monitoring wells in these locations. Upon review of the results of the two soil gas surveys that have been conducted at the Landfill, it is revealed that landfill gas does not appear to be migrating beyond the property bounds. .At the time of the next required quarterly full perimeter gas survey {310 CMR 19. 132 (4) 1 , the full list of sampling parameters as specified in the Manual (pg. 4-19) shall be analyzed for, inclusive of non-methane volatile organic compounds. Meteorological readings (see Manual, pg. 4-20) shall also be recorded at the time of any gas sampling event. . The quarterly perimeter landfill gas sampling plan (sampling points at 100 foot spacing, along with the three permanent wells, pg. 12-8) shall continue in order to demonstrate compliance with 310 CMR 19.132 (4) until written Department approval to deviate from such has been obtained. 2. The permeabilities of in-place materials (gas vent and drainage layers) as presented in the Manual must be achieved. A moisture-density curve could be prepared, based on field data (nuclear density gauge) , in order to demonstrate such. Please address this issue. 3. A determination on soil compatibility (gas vent and drainage layers) with the geomembrane material needs to be provided (refer to Manual, pg. 1-7) . 4. A "freeze-thaw" impact evaluation relative to the landfill's final cover system ("cap") needs to be provided (refer to Manual, pg. 1-16) . -3- 5. The closure report indicates (pg. 2409-6) that a minimum of one series of destructive tests will be performed each day that seaming occurs. The Department recommends that a minimum of two series, preferably three, occurring at the beginning, middle and end of each day that seaming occurs, be conducted (refer to Manual, pg. 2-10) . Please address this issue. Also, the Department recommends that the installation of the geomembrane materials occurs only when ambient temperatures exceed 40OF (refer to Manual, pg. 1-8) , not 320F as indicate in the closure report (pg. 2404- 11) . Please address this issue. 6. The preliminary slope stability analyses (pg. 2 of 5) provides an analysis Ior a Type A cap w=t;� G gravel j^,tiailiGii '�a +t Xtile lZi�'eY. Tt appears that this reference should be for the Type B cap. Please ; clarify and revise if necessary. Also, the thickness for the crushed stone layer was used as 12" in the preliminary slope stability analysis. No request has been presented to utilize less than a total of 18" of materials above the low permeability layer for the Type B cap. Unless E a request is presented, a thickness of 18" for the crushed stone layer shall be utilized. This issue shall be addressed and revisions made to '. drawings, if necessary.. Are the final landfill elevations on the design drawings based upon a 12" or 18" crushed stone layer thickness? Also, the interface strength testing to be performed (pg. 2445-3) on the cap materials does not appear to include all interfaces for all types of caps as proposed. The interfaces as shown appear to be for the Type Al (in part) and Type B caps. The relationship of the preliminary slope stability analyses provided and that of the interface analysis chart on pg. 2445-3 should be clarified. 7. The drainage analysis provided (pg. 82 of 88) utilizes a 12" thick crushed stone layer instead of an 18" layer (see note #6 above) It does not appear that pavement has been proposed for placement upon the . crushed stone (design plans state "optional") , nor does the material specification for the crushed stone appear to be acceptable for use .as proposed without possible damage/puncture to the F11L. if no pavement is to be provided, the Department strongly recommends the use of the required 18" of materials, with a filter fabric provided within the crushed stone layer. The top 12" could consist of the specified crushed stone material, while the bottom 6" beneath the filter fabric could be a peastone material. Additionally, if pavement is proposed, the Department may accept (request for such shall be provided) a 12" thick crushed stone layer. The compatibility of the stone material with the FML, for either scenario, must be provided to ensure of cap integrity, considering the proposed heavy usages during post-closure. The drainage analysis, must also be revised should pavement be considered. -4- Also, the drainage analysis indicates that the Type Al cap terrace detail must be utilized in the design of the Type A2 cap (sheet 6 of 29) , and that basin 13 must be raised to an elevation of 48.0' for the proposed surface water runoff controls as depicted in the cap design to be adequate. Design drawings shall be revised to reflect such. The compression behavior of the geocomposite drainage material should be evaluated in order, to demonstrate long term flow capabilities of the material (refer to Manual, pg. 2-11) . Please address this issue. 8. The proposed stormwater controls as shown do not entirely capture all potential stormwater runoff (east of landfill, north at gas trench area, and southeast landfill at the toe-of-slope.) . Please address. The drainage analysis for the landfill should include a determination that this area's stormwater runoff is insufficient if controls are not proposed. Also, it should be noted that the proposed location of basin #1 may not be beneficial towards achieving a goal of minimal impact to groundwater. The basin could act to increase the rate of flow of any leachate that may be emanating from the Landfill.. This influence could also change the magnitude of any plume that may be emanating from the Landfill. This issue shall be addressed. 9. An equivalency review, as allowed by 310 CMR 19. 113 and 19.105, has been presented for a Type B cap to be constructed of crushed stone and pavement above the low permeability layer in the landfill's cap. The purpose of this request is to accommodate Town operations (bulky waste handling, recycling, sand/equipment storage for highway operations, hurricane debris processing) . The closure report indicates that settlement will be addressed (request no. 2, item #6) . In order for the Department to determine whether the proposed post-closure use is adequate, a settlement analyses must now be conducted (primary and secondary) . The current uses of this area should be taken into consideration. Additional compaction efforts of the area beneath the subgrade final elevation,, prior to the construction of the cap, could be conducted. 10. The closure report indicates that the relocation of woodwaste material is necessary in order to construct basin #1 as shown on the design drawings (pg. 3-2) . The drainage analysis provided in the closure report appears to be based on the sizing of this basin as shown in the design drawings. Considering this, a detailed woodwaste mining plan is necessary. Also, a detailed refuse mining plan is necessary for the "two or three peninsulas" (pg. 3-2) that require relocation based on the proposed closure design. Drawing no. 2 shows one refuse peninsula along the landfill's northeast corner. Identification of the other peninsula(s) shall be shown. i ' -5- 11. A purchase/easement agreement for the westerly abutting property must be acquired based upon the proposed closure design. This adjacent parcel is intended to accommodate basin 12. Prior to the commencement of any construction activities that are related to the construction of the basin (stormwater control devices/landfill final grading) , the agreement shall be acquired. In absence of an agreement, the closure design must be modified. 12. The closure report indicates that drawing no. 2 of the design plans presents the proposed subgrade plan for the landfill (pg. 9-1) , and that final grading will be two feet above the grades shown to accommodate for the final landfill cap. Drawing no. 2 is identified as "Final Proposed Grade," and note ,#1 of this drawing indicates that proposed contours are final grades. Please clarify this issue and revise drawings/text where necessary. Please also note a "typo" in the legend of drawing no. 2, referencing groundwater monitoring well locations. 13. The following items relative to the design drawings need to be addressed: a) The detail of the Type A2 cap terrace depicts a cushion geotextile above the geomembrane. Not all details for the Type A2 cap indicate such. Please clarify/revise where necessary. b) The detail of the Type Al cap - Type A2 cap transition depicts the Type Al cap with crushed stone and pavement. Please clarify/revise where necessary. c) Toe-of-slope details are necessary for the ditch A/Type Al cap tie- in; the Type B cap (see note #13 (j) below) ; and the Type A2 cap. d) The detail of the Type Al cap - Type B cap transition depicts a cushion geotextile under the Type Al cap. Also, this detail indicates that sand OR a geocomposite will be utilized in the drainage layer for the Type Al cap. Not all Type Al cap details reflect the cushion geotextile or indicate the use of sand. Please address and revise details/text where appropriate. e) how will ditch C tie into the Type B cap? The detail for ditch c depicts native soils surrounding the control device. All layer within the landfill cap shall be depicted. What protection from the proposed post-closure use to ditch C is provided (Type Al and Type B caps) ? f) Will the drainage pipe depicted in. the Type A2 cap - Type B cap transition detail extend the entire length of the interface? The discharge points of the drainage pipe shall be clearly presented (at ditch C? at basin #1?) . g) Please indicate that high point on the closure plan of the ditch presented in the Type Al cap - Type B cap transition detail. h) A detail of the gas vent layer's lateral pipe penetration extending to catchbasins/manholes should be provided. i -6- i) A filter layer (separation geotextile per details, sheet 3) has been identified as being placed between the subgrade and gas venting layers of the cap (pg. 9-2) . Not all cap details as shown on sheet 3 of the design plans indicate such. Revisions to appropriate cap design details appear necessary. j) The detail provided for the gas venting trench does not indicate how the geomembrane and the geotextile layers (separation and cushion) will be anchored at the toe-of-slope. - Each layer of the landfill cap shall be identified in the detail. k) A 40-mil textured linear low density polyethylene ("LLDPE") membrane has been identified as being the low permeability layer in the landfill, cap, for both Type A and Type B caps (pgs. 9-4 and 9- 7) . However, some details provided on sheet 3 indicate a 40 mil geomembrane OR a geosynthetic clay liner. Please clarify the material to be used for the low permeability layer and revise details where necessary. 14. A determination from the Department's Division of Water Pollution Control relative to lime stabilized wastewater treatment sludge being proposed for utilization in the vegetative support layer of . the landfill's cap must first be obtained prior to the solid waste section issuing a determination on the issue. The Department is aware that the Town has already commenced this process and encourages the timely completion of the permitting process(es) , inclusive of response(s) to deficiencies (if identified) . 15. The closure report and design drawings indicate that a silt fence and/or haybales will be utilize in the landfill's final cap. An advisement note in either the text or the details shall be prepared to ensure that no penetration into the sub-layers of the final cap (beneath the vegetative support layer) will occur and that the integrity of the . landfill's cap will be maintained at all times. 16. Until such time that the CAAA for the Landfill has been completed, the Department shall reserve comment on the proposed post-closure monitoring plan. This portion of the closure plan will be addressed upon the issuance of the CAAA approval. Based on the outcome of the CAAA, revisions to the closure report may be required. In addition to the above, the Department has evaluated all information presented with respect to the following items: (1) identifying the. extent of any groundwater plume emanating from the Landfill {ORS memorandum, October 4, 1995, Recommendations - #2 and #3, pg. 2; Discussion'- 13 (pg. 2/3) and #15 (pg. 5) } ; (2) the necessity of identifying and sampling private water supply wells within 500 feet of the Landfill {ORS memo, Recommendations - #3, pg. 2; Discussion - #12, pg. 4/51 ; and (3) need to sample sediments within Prince's Cove {ORS memo, Discussion - #15, pg. 51 . Based upon review, the Department has determined that the following items must be addressed as specified: -7- 17. The full vertical and horizontal extent of contaminant migration must be defined. The microwell study previously conducted identified the approximate center of the plume, however, the extent of the plume was inferred, not verified.. Also, the installation of additional monitoring wells needs to be conducted in order to provide protection via monitoring to sensitive receptors (Zone II, private wells, Prince's Cove) . A scope of work should be prepared and the Department contacted prior to any field activities. Should the study indicate that contaminants have encroached upon Prince's Cove, surface water and sediment sampling from the cove shall be conducted. 18. Neighborhoods south of the Landfill were reportedly canvassed for unregistered private wells. A summary of all private wells proximate (whether up or downgradient) of the Landfill must be provided (number and locations) . The presence of private wells should be confirmed or disproven for parcels northeast of the Landfill, as well as for parcels #21, #96, #51-002, 174, and #7-002 south of the Landfill (refer to Figure 6-2) . If private wells are identified, they should be sampled for the possible presence of contaminants due to their proximity to the Landfill and the known contamination outside Landfill boundaries. This issue shall be addressed. The items identified above on the closure design plan as being technically deficient have been prepared contingent upon a satisfactory completion of the CAAA Application (Transmittal #114719) as it currently stands, not withstanding any additional activity(ies) not currently identified that may be necessary in order to complete the CAAA Application process. Should additional activity(ies) be deemed necessary by the Department and/or the CAAA significantly modified, the Department will need . to perform a subsequent review of the closure report and design plans. In accordance with 310 CMR 4.00, you have one hundred and eighty (180) days from the date on this letter in which to remedy the listed deficiencies and submit the deficient information utilizing the attached Supplemental Transmittal Form to this office. The Department has ninety (90) days from the receipt of the supplemental material on which to rule upon the permit application. Should the technical information be deemed inadequate for a second time, your application will be denied and you will have to reapply if you still seek a permit. Should you fail to submit the required material within the 180 days specified above, your application will be deemed withdrawn and you must reapply if you still seek a permit. The Department may, at its option, agree to written request for an extension of the time allowed to submit the additional information, provided that the written request is received within the time specified above. -8- Alternatively, you may within forty-five (45) days elect . in writing to proceed on the application as it presently stands. If you elect to proceed in this manner, you may not modify the application in any way. Following the receipt of the request, the Department shall issue a decision to grant or deny the permit within forty-five (45) days. Be aware that an Adminstrative Consent Order ("ACO") has been entered into between the Department and the Town, effective June 19, 1995, for the closure and assessment of the landfill. The regulations at 310 CMR 4.00 allow for a greater response time and Department supplemental review time than that established in the ACO. The timeframes within the ACO shall prevail over those established by 310 CMR 4. 00. Should you have any questions regarding this matter, please contact either me at (508) 946-2833 or Cathy Dors at (508). 946-2867 or at the letterhead address. In any correspondence(s) to thi ' office regarding the closure design portion of the Application, pleas refer to Transmittal i #114720. Ver u , D id B. ctin -Chief Solid Waste Mana ent Section E/CJD/ Enclosure cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works 367 Main Street Hyannis, MA 02601 ATTN: R. Burgmann, Town Engineer M. Pukulis, Solid Waste Division Supervisor M. Ells, Sr. Project Manager Stearns & Wheler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks j. C Commonwealth of Massachusetts Executive Office cf Environmental Affairs Department of Environmental Protection Southeast Regional Office Wlillam F.Weld Trudy Co" Oovwnor Argeo Paul Cslluod David B.Struhs LL Ciavernor t:otnmiaalonsr May 30 1996 Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, Closure Design Plan Hyannis, Massachusetts 02601 (BWPSW25) , PROVISIONAL APPROVAL, Transmittal #114720 310 CMR 19.000 Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid Waste Management ("Department") , has completed its review of the above-referenced permit application ("Application") . The Application entitled Corrective Action Alternative Analysis and Landfill Closure Plan, Municipal Landfill Closure, Barnstable, Massachusetts, October 1995, was prepared and submitted on your behalf by Stearns & Wheler ("S&W") of Hyannis, Massachusetts, and consists of text information, contractor specifications and four (4) sheet drawings. It should be noted that the corrective action alternative analysis ("CAAA") and the closure design plans are both provided in the Application submission. This correspondence is strictly relative to the closure design portion of the Application. Supplemental information, dated April 1, 1996, and revised sheet drawings, for the closure design portion of the Application were also submitted to the Department by S&W, in response to a Notice of Technical Deficiency, February 22, 1996. The Municipal Landfill ("Landfill") , located on Flint Street in the Village of Marstons Mills, is situated on a 71 acre parcel, 53 acres of which have u illiznd for la.ndfi Sing �^�.'.r"o.ses for arrr�:xim-ately LA yv»rS. Tn accordance with an Administrative Consent Order #SE-95-4009, effective June 19, 1995, the entire Landfill is scheduled for closure prior to October 15, 1997. The final cover system for the Landfill as described in the Application has been subdivided into three (3) closure scenarios: Type A-1 and Type A-2 Caps (non-reuse/restricted or passive recreational post-closure use subject to future Department approval) and Type B Cap (functional reuse subject to future Department approval) constructed as follows: Type A-1 Cap - Approximately 27.4 acres (north area and northerly portion of central landfill area) , scheduled for construction in 1996, will be a synthetic cap comprised of the following: a subgrade layer (which shall consist of at least 6 inches of intermediate cover material), overlain by a 20 Riverside Drive a Lakeville,Massachusedb 02347 a FAX(506)947-6557 a Telep"we (506) 1! 6&2700 Printed on Recycled Pave► -2- filter layer, overlain by at least 6 to 12 inches of a gas venting layer (hydraulic conductivity equal to or greater than 1. 0 x 10-3 cm/sec) inclusive of passive gas vents and perforated lateral collection lines, overlain by a 40 mil. textured linear low density polyethylene ("LLDPE") geomembrane, overlain by a geocomposite drainage material (hydraulic conductivity equal to or greater than 1.0 x 10-3 cm/sec) , overlain by a 12 inch subsoil layer, and finally a 6 inch vegetative support layer. Type A-2 Cap - Approximately 17.5 acres (south area and southerly portion of central landfill area) , scheduled for construction in 1997, will be the same as for the Type A-1 Cap, with the exception of a 6 inch sand drainage layer (hydraulic conductivity equal to or greater than 1.0 x 10-3 cm/sec) and a 6 inch subsoil layer installed above the LLDPE geomembrane layer, which shall be overlain' by a 5 inch vegetative support layer. The top slope for the Type A Caps shall be a minimum of 5%, with sideslopes no greater than 3: 1. Type B Cap Approximately 6.7 acres (easterly -`portion of landfill) , scheduled for construction in 1997, will be the same as for the Type A Caps, with the exception of a cushion geotextile and 18 inches of crushed stone installed above the LLDPE geomembrane layer (upon a positive determination from the Department following demonstration) . The top slope for the Type B Cap shall be approximately 3%, with sideslopes approximately 4: 1. Surface water controls (swales, terraces inclusive of perforated collection pipes surrounded by filter material, infiltration basins) will be used to direct and control runoff from the Landfill. Depending on the type of closure scenario, the swales/ditches will be either grass lined or of a crushed stone material. In some cases, a riprap material and cushion geotextile may supplement the swales and outlet .structures. The Department is of the opinion that the closure design portion of the Application is satisfactory and, in accordance with the authority granted pursuant to Massachusetts General Laws, Chapter ill, Section 150A ("M.G.L. , C. 111, §150A") , hereby approves the closure construction design of the Landfill subject to the fol-10 ing provisions: 1. The Department shall be notified when landfill capping construction commences, in order that periodic inspections can be performed in an effort to determine compliance with Department regulations, requirements and this provisional approval. As a minimum, inspections shall be performed upon the beginning and end of each lift of the final capping system. 2. All landfill closure activities shall be performed in complete accordance with Department regulations, the approved closure design plans, and the Department's Technical Guidance Manual, September 1993 ("Manual") . There shall be NO deviation from such without prior written approval from the Department. I r -3- 3. During landfill closure activities, the operator shall continue to comply with the general Operation and Maintenance Requirements as delineated at 310 CMR 19.130 (as applicable) , as well as the Standard Conditions as delineated at 310 CMR 19.043. Excessive dust, noise, odor, etc. , caused by construction activities shall be kept at a minimum, and shall be abated as soon as' possible should such occur. 4. The Department shall be provided with a set of as-built drawings, a quality assurance/quality control report detailing the construction activities and a statement of written certification from the supervising engineer demonstrating that landfill closure activities were conducted in accordance with Department regulations, requirements, the Manual, and the approved plans. - The submittal of these documents shall be an integral component of the facility's proof of closure which shall commence the facility's post-closure period (310 CMR 19.045(4) , 19.140(6) , and 19.142) . The submittal of these certification documents shall be made for each "phase" of landfill closure. Please note that for the purposesof the post-closure period and its requirements, the post-closure period shall not commence until the entire landfill is certified by the Department as closed. 5. Prior to the commencement of construction activities, landfill gas characterization (USEPA Method TO-14) shall be completed and submitted to the Department for review. An evaluation of the analytical results which confirms that the installation of the proposed passive gas vent system, even for restricted post-closure use (post-closure monitoring and maintenance only) is protective of public health and safety shall be included. In the event that the analytical results do not indicate such, the Department shall be immediately notified. Revisions to the closure design plans may be necessary. On March 12, 1996, the Final Rule entitled Standards of Performance for New Stationary Sources and Guidelines for Control of Existing Sources: Municipal Solid Waste Landfills (Subpart WWW to 40 CFR Part 60) was promulgated. In summary, the Final Rule mandates that any owner or operator with a new or existing landfill designed to hold 2.5 million Mg (2.75 tons) of waste or more and emitting 50 or more Mg/yr (55 tons/yr) of non-methane organic compounds will be required to install an active gas collection system. Verification that such a system is not warranted at this facility shall be provided as part of the closure construction documentation (quality assurance/quality control) report. 6. Prior to any unrestricted post-closure use of the Landfill, a quantitative risk assessment shall be completed to the satisfaction of the Department's Office of Research and Standards and prior Department approval obtained for such. 7. Meteorological readings shall be recorded during all landfill gas monitoring events (quarterly) and provided to the Department as required (within 60 days thereafter) . I -4- 8. If pavement is intended to be utilized in the Type B Cap scenario, prior Department approval shall be requested. The drainage analysis will thus need to be revised to verify the adequacy of stormwater management devices. The Department is in agreement with S&W that the establishment of a test pad for the Type B Cap is a worthwhile task and requires its construction. A demonstration that the parameters proposed {size and depth of crushed stone material, permeability (as proposed, 0.3 cm/sec) cushion textile, proposed grade} are adequate to act as a final closure system shall be supported. A report documenting such may be submitted as part of the closure certification for this "phase" of closure. Subsequently, a written determination from the Department shall be obtained prior to the construction of the Type B Cap (proposed for construction in 1997) . 9. Prior to the commencement of construction activities,. the base elevations for the infiltration basins as shown on the sheet drawings shall be verified. Response #7 of the April 1, 1996, submission indicates that they have been revised, however, the design plans do not indicate such. 10. Prior to the commencement of any landfill (woodwaste) mining activities, a plan detailing such shall be submitted for review and approval. . The Department may be contacted to discuss the context of such. 11. Prior to the commencement of construction activities, a purchase/easement agreement for the westerly abutting property shall be submitted. If the agreement is not obtained, revisions to design drawings will be necessary prior to construction of the final cover system. 12. Prior to the use of any composted sludge material in the final cover system, written approval for such application from the Department's Division of Water Pollution Control and subsequently, Solid Waste Management Section shall be obtained (Table 2-7 of the Manual shall be demonstrated) . The Department shall be notified, in a timely manner, as the stockpiles for sludge material are relocated at the Landfill. 13 . Prior to the placement of the subsoil material in the final cover system, -yerification that this material is adequate to support the vegetative layer shall be obtained as follows: in addition to the analysis to be performed as part of quality control (pg. 2269-6) , the organic content of the subsoil material shall be determined. T e Please note that the HELP model prepared for the yp� A Caps utilize s a 12" vegetative layer with a permeability of 1 x 10- cm/sec and 6" of a subsoil with a permeability of 1 x 10'2 cm/sec. In support of the drainage analysis, the parameters used shall be demonstrated in the closure certification report. -5- 14. Additional groundwater monitoring well cluster s) are required to be installed downgradient of the Landfill. The installations) shall serve to track the contaminant plume, as well as provide "early" warning should contamination migrate toward the public water supply wells (Arena, Davis and McShane) , as well as Prince's Cove, all of which are located hydraulically downgradient of the Landfill. The existing monitoring well cluster D2, D3, and D4, due to their close proximity to the public supply wells and high hydraulic conductivity of the area, may not provide sufficient "early" warning to the supply wells. Additionally, there is a lack of monitoring between where the contaminant plume has been identified and the cove area. These new monitoring well cluster(s) , shall be installed and initially sampled as required by 310 CMR 19.132 and results submitted within sixty (60) days of .receipt hereof. These wells shall become part of the Landfill's long-term environmental monitoring program. a) A monitoring well cluster(s) shall be installed downgradient of Well Cluster C3, and upgradient of Well Clusters D2, D3, and D4, as recommended in the Geraghty & Miller, Inc. Microwell Report (January 1995, Page 8) . The Department recommends that installation be in the general vicinity east of West Barnstable Road, north of Bumps River Road. The Department is available for consultation. As described in the Microwell Report, the new monitoring well cluster(s) should be installed to the base of the sand zone to better delineate the occurrence of vinyl chloride downgradient of the Landfill. b) A monitoring well cluster(s) shall be installed in the vicinity of the northeastern reaches of Prince's Cove. The vinyl chloride plume, if unattenuated, will discharge into the northeastern portion of Prince's Cove as indicated in Figure 3 of the Microwell Report. The Department is available for consultation regarding the location of these wells. 15. A summary of monitoring well data from the Cape Resources Company ("CRC'I) property upgradient of the Landfill (those identified to be approximately 500 feet of the Landfill) shall be submitted to the Department within the aforementioned sampling results. The summary report shall, at a minimum, include tabulated analytical and elevation data, as well as an evaluation of the groundwater quality for this area north of the Landfill. Should it be determined that the groundwater quality .in this area has been/is being impacted, a determination of whether or not the Landfill is the source of the impact, and whether or not groundwater mounding from the. Landfill is occurring shall be documented. An evaluation of all potential influences from the CRC property on area groundwater should also be included. Department records for the CRC are available for review. Please contact Department personnel accordingly for assistance. -6- 16. Upon completion of the CAAA process and following notification of such from the Department, the Town shall address all concerns, those relative to the. CAAA process, as well as the Landfill's Post-Closure Monitoring Program, in a timely manner. 17. The Department shall be notified as to the schedule for construction of the remaining two phase of landfill closure activities (Type A-2 and Type B Caps) at least thirty (30) days prior to their construction. This provisional closure design approval has been issued pursuant to M.G.L. , C.111, §150A. Any person(s) aggrieved by this action may appeal pursuant to Chapter 30A. An- appeal must be commenced no later than thirty (30) days from the date of this provisional approval. Notice of an action or proceeding to appeal shall be served on the Department upon the commencement of the appeal. In the event of an appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and modify the permit. In addition, the Department reserves the right- to--require additional assessment or action as deemed necessary in order to protect and maintain the environment free from objectionable nuisances, dangers and/or threats to public health. Enclosed please find one (1) copy of the approved closure design report and supplemental design plans as referenced herein. The approved report and plans must be retained at the Landfill at all times. Should there be any questions regarding this matter, .. please contact either David Ellis, Chief, Solid Waste Management Section at (508) 946-2833 Waste Management Section at al Engineer, g or Cathy Dors, Environment g , Solid correspondence(s) (508) 946-2867 or at the letterhead address. In any to this office regarding this matter, please refer to Transmittal #114720. Very truly yours, Christoph r Tilden, P.E. Regional Engineer for Waste Prevention T/CJD/cb ' Attachment CERTIFIED MAIL NO. P 256 393 362 RETURN RECEIPT REQUESTED a -7- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall. 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works 367 Main Street Hyannis, 14A 02601 ATTN: R. Burgmann, Town Engineer M. Pukulis, Solid Waste Division Supervisor M. Ells, Sr. Project Manager Stearns & Wheler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks Stearns & Wheler One Remington Park Drive Cazenovia, New York 13035 ATTN: J. Heath DEP-DSWM-Boston ATTN: P. Weinberg M. Dakers DEP-ORS-Boston ATTN: M. Vallatini DEP-DWPC-SERO ATTN: J. Gould DEP-DWS-SERO ATTN: L. Dayian f Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Trudy Coxe Governor Secretary. Argeo Paul David B.Struhs Ce LL Governor O D Commissioner January 17, 1996 Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE-=Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, Corrective Action Hyannis, Massachusetts 02601 Alternative Analvsis (BWPSW24) . ADMINISTRATIVE COMPLETENESS NOTICE, Transmittal #114719, 310 CMR 19.000 Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid Waste Management ("Department") , has completed an. administrative review of the above-referenced permit application ("Application") and has determined that the Application is administratively complete. Accordingly, the Department will begin its technical review. As prescribed in . 310 CMR 4.00, "Timely Action Schedule and Fee Provisions", the Department has sixty (60) days to complete its technical review and either issue a statement of technical deficiency or a final decision to grant or deny the permit. Provided the Application is technically adequate and none of the contingencies outlined in 310 CMR 4.00 arise, the Department projects that its final decision on the Application will be made within the time allowed for technical review, adjusted as provided in 310 CMR 4.04 (2) (d) . Should you have any questions regarding this matter, please contact either me at (508) 946-2833 or Cathy Dors at (508) 946. 2867 or at the letters&ca 4 C�.resS. �� — .".^`ter ?; nrn! i-.+ 4-1. rtf '' d d .. a" � espo de.. ' ) ..1.is ., ice regarding the Application, please refer to Transmittal #114719. ery tr yo idB. s ng of Solid Waste Managem t Sect' E/CJD/re 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 9W2700 40 Printed on Recycled Paper _i -2- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town 'Manager Department of Public Works 367 Main Street Hyannis., MA 02601 ATTN: M. Ells, Senior Project Manager M. Pukulis, Solid Waste Division Supervisor R. Burgmann, Town Engineer Stearns & Wheler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks J. Heath DEP-DSWM-Boston ATTN: P. Weinberg R. Gioiosa M. Dakers DEP-ORS-Boston ATTN: M. Vallatini i Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Governor Trudy Coxe Argeo Paul Cellucoi secretary Lt.Governor D David B.Struhs O Commissioner January 17, 1996 C_ Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, Closure Design Plan Hyannis, Massachusetts 02601 (BWPSU.25 ) , ADMI ISTRATIVE COMPLETENESS NOTICE, Transmittal #114720,- Dear Mr. Mullen: 310 CMR 19. 000 The Department of Environmental Protection, Division of Solid Waste Management ("Department") , has completed an administrative review of the above-referenced permit application ("Application") and has determined that the Application is administratively complete. Accordingly, the Department will begin its technical review. As prescribed in 310 CMR 4.00, "Timely Action Schedule and Fee Provisions", the Department has ninety (90) days to complete its technical review and either issue a . statement of technical deficiency or a final decision to grant or deny the permit. Provided the Application is technically adequate and none of the contingencies outlined in 310 CMR 4.00 arise, the Department projects that its final decision on the Application will be made within the time allowed for technical review, adjusted as provided in 310 CMR 4.04 (2) (d) . Should you have any questions regarding this mat e/, please contact either me at (508) 946-2833 or Cathy Dors at (508) 46-2867 or at the letterhead address. In any correspcndence(s) to t;is office regarding the Application, please refer to Transmittal 1114720. Ver 1 i cti Chief Solid' Waste a t Section E/CJD/re 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-M7 • Telephone (W8) 94415,2700 Printed on Recycled Paper '7 -2- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works 367 Main Street Hyannis, MA 02601 ATTN: M. Ells, Senior Project Manager M. Pukulis, Solid Waste Division Supervisor R. Burgmann, Town Engineer Stearns & Wheler 100 West Main Street Hyannis, MA 02601` ATTN: N. Weeks J. Heath DEP-DSWM-Boston ATTN: P. Weinberg R. Gioiosa M. Dakers - DEP-ORS-Boston ATTN: M. Vallatini I ! Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Trudy Coxe Governor Secretary Argeo Paul Cellucci David B.Struhs U.G or Commissioner D January 25, 1996 Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint 367 Main Street Street, Corrective Action Hyannis,. Massachusetts 02601 Alternative Analysis (BWPSW24) , TECHNICAL DEFICIENCY NOTICE, Transmittal #114719, 310 CMR 19. 000 - Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid Waste Management ("Department") has completed an initial technical review of the above-referenced application ("Application") . The Application entitled Corrective Action Alternatives Analysis and Landfill. Closure Plan, Municipal Landfill Closure, Barnstable, Massachusetts, October 1995, was submitted on your behalf by Stearns & Wheler' ("-S.&W") of Hyannis, Massachusetts. It should be noted that the corrective action alternative analysis ("CAAA") and the closure design plan are both provided with this application submission. This correspondence is strictly relative to the CAAA portion of the Application. The Department has reviewed the Application under the -auspices of 316 CMR 19.000, Solid Waste Management Facility Regulations, and the Department's Landfill Technical Guidance Manual, revised September 1993, and has determined that on the basis of the information now in the record, the Department would either deny the permit or impose conditions significantly modifying or restricting operation of the project or activity as proposed. Spcc:iiia:a.Liji, your nppiiCatloa. io technically . dLfyCIent �n the foll^Tui3':g, areas: A memorandum dated October 4,. 1995, from the Department's Office of Research and Standards ("ORS") has been prepared which identifies technical deficiencies. relative to the risk assessment component of the Application. A copy of this memorandum has previously been provided to the Town's senior project manager, Mark Ells, and S&W. An additional copy of this memorandum is enclosed with this correspondence. The Department is in -receipt of a correspondence dated January 5, 1996, from 'S&W in 'response to the ORS' memorandum. As 'indicated, all outstanding issues will be addressed. Completion of this component of the landfill closure project should provide the Department with technical support such that the closure design review can proceed. 20 Riverside Drive • Lakeville,Massachusetts 02U7 • FAX(508)947-6557 a Telephone (508) 946-2700 40 Printed on Recycled Paper -2- The Department will be issuing a separate correspondence relative to any comments-on the closure design also contained in this Application submission. Any comments that may be prepared on the closure design plans as proposed are contingent upon a satisfactory completion of this CAAA Application, not withstanding any additional actions not currently identified that may be necessary in order to complete this Application process. In accordance with 310 CMR 4.00, you have one hundred and eighty (180) days from the date on .this letter in which to remedy the listed deficiencies and submit the deficient information utilizing the attached Supplemental Transmittal Form to this office. A copy of this information shall also be provided to the Department"s ORS in Boston. The Department has sixty (60) days from the receipt of the supplemental material on which to rule upon the permit application. Sho::ld the technical information be deemed inadequate for a second . time, your application will be denied and you will have to reapply if you still seek a permit. - Should you fail to submit the required material within the 180 days specified above, your application will be, deemed withdrawn and you must reapply if you still seek a permit. The Department may, at its option, agree to written request for an extension of the time allowed to submit the additional information, provided that the written request is received within the time specified above. Alternatively, you may within forty-five (45) days elect in writing to proceed on the application as it presently stands. If you elect to proceed in this manner, you may not modify the application in any way. 'Following the ' receipt of the request, the Department shall issue a decision to grant or deny the permit within forty-five (45) days. Should you have any questions regarding this matter, please contact either me at (508) 946-2833 or Cathy Dors at (508) 94 -2867 or at the letterhead address. In any correspondence(s) to this o ice regarding the Application, please refer to Transmittal .#114719. Very r 1 s 7` 1 A ing C ief Solid Waste Managemen Section E/CJD/re r, Enclosures cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 -3 - cc: Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager t Department of Public Works 367 Main Street Hyannis, MA 02601 ATTN: R. Burgmann, Town Engineer M. Pukulis, Solid Waste Division Supervisor M. Ells, Sr. Project Manager Stearns & Wheler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks J. Heath DEP-DSWM-Boston ATTN: P. Weinberg R. Gioiosa M. Dakers DEP-ORS-Boston ATTN: M. Vallatini Y i �S a Commonwealth of Massachusetts F RIC��®�� Executive Office of Environmental Affairs FEB Department of � r T 1996 Environmental Protection ' Southeast Regional Office William F.Weld Tru Foxe Governor Secr etary Argeo Paul Celiucci David B. Struhs U.Governor Commissioner February 2, 1996 Barnstable Board of Health RE: BARNSTABLE--Solid Waste Barnstable Town Hall Barnstable Landfill, 367 Main Street MINOR MODIFICATION, Barnstable, Massachusetts 02601 Dredging Material Disposal BWP SW 22 Transmittal. #34107 Dear Board of Health Members: On August 31, 1994, the Department of Environmental Protection, Division of Solid Waste Management, (the "Department") approved an application for a Minor Modification Permit for the Barnstable Landfill (the "Landfill") . The application pertained to the use of sediments, originating from the dredging of the Hyannis Ferry Terminal, as daily cover at the Landfill. On November 20, 1995, Mr. Wayne Kurker of Hyannis Marina, a marine facility located adjacent to the Hyannis Ferry Terminal, received a Water Quality Certification from the Department's Division of Wetlands and Waterways for limited reuse of approximately 7000 cubic yards of dredge material proposed to be removed from the marina area. Following receipt of the certification, Mr. Kurker contacted this office in order to obtain guidance regarding the additional sampling and analyses requirements for reuse of the dredge material at the Landfill. Additional samples were collected for analyses on January 181 1996. The Department has reviewed these analyses results and finds that the dredge material meets the chemical standards required for dredge sediment reuse at the Landfill. The Department hereby approves the reuse at the Landfill of up to 7000 cubic yards of dredge material originating from the Hyannis Marina location, subject to the following provisions: 1. The dredge spoils shall be properly de-watered prior to delivery at the Landfill. There shall be no free draining liquids. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(WS)947-M7 a Telephone (M) N&2700 40 Printed on Recyded Paper I 1 -2- 2. The dredge spoils shall be easily graded and workable. If necessary, the spoils may be bulked with other material (i.e. sand) , to achieve the appropriate consistency. 3. The dredge spoils shall be free from odors and/or organic material which could cause odors. The Department reserves the right to require additional assessment or action, as deemed necessary, in order to protect and maintain the environment free from objectionable nuisances, dangers, and/or threats to public health. This decision has been issued. pursuant to M.G.L. , Chapter ]:.11; Section 150A, and the Department's regulations 310 CMR 19.0.00 as promulgated thereunder. Any person or persons who are aggrieved by this action may appeal pursuant to Chapter 30A of the Massachusetts General Laws. An appeal must be commenced no later than thirty (30) days from the date of this Notice. Notice of an action or proceeding to appeal, shall be served on the Department upon the commencement of the Appeal. In the event of an Appeal, the Department shall reserve the right to reopen the permit proceedings, supplement the record, and modify the permit. Should there be any questions regarding this matter, please contact the Southeast Regional Office at the letterhead address or call Lee Tripp at .(508) 946 2763. Very truly yours, Christopher Tilden, Regional Engineer Bureau of Waste Prevention E/LT;/re cc: Board of Selectpersons Town Manager's Office Barnstable Town Hall 367 Main Street .Hyannis, MA 02601 Barnstable Conservation Commission Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Wayne Kurker Hyannis Marina 21 Arlington Street Hyannis, MA 02601 f -3- cc: DEP-DSWM-BOSTON ATTN: P. Weinberg DEP-WW-BOSTON ATTN: J. Martin DEP-WW-SERO ATTN: L. Kouloheras i f f 4 , 1 i t j I 1 i Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office Wilflam F.Weld Trudy Coxe Go"mor Secretary Argeo Paul i David B.Struhs U.Governor D Commissioner January 12, 1996 Mr. Robert Burgmann, Town Engineer RE: BARNSTABLE-=Solid Waste Department of Public Works Municipal Transfer Station, Engineering Division Flint Street, FINAL PERMIT/ 367 Main Street AUTHORIZATION TO CONSTRUCT Barnstable, . Massachusetts 02610 (BWPSWI9) , 310 CMR 19. 000 Transmittal #106671 Dear Mr. Burgmann: On October 2, 1995, the Department of Environmental Protection, Division of Solid Waste Management ('.'Department") , issued a DRAFT Permit relative to the above-referenced solid waste management facility. In accordance with the requirements found at 310 CMR 19.041, Authorization . To Construct, the Department of Public Works caused public notice to be given by publicizing a legal advertisement in "The Cape Cod Times" (a local newspaper) , on October 25, 1995. . This public notice action initiated a thirty (30) day comment period. During the public comment period, the Department did not receive any "comments". Accordingly, please find appended the FINAL Permit relative to the construction of the proposed solid waste facility. Should there be any questions, please contact either David B. Ellis, Acting Chief, Solid Waste Management Section, at (508') 946-2833 or Cathy Dors at (508) 946-2867 or at the letterhead address. Very truly yours, Christopher Tilden, P.E. . Regional Engineer for Waste Prevention . T/CJD/re Attachment CERTIFIED MAIL #P 606 844 498 RETURN RECEIPT REQUESTED 20 Riverside Drive • Lakeville,Massachusetts 02347 a FAX(508)947-6557 a Telephone (508) 946-2700 Printed on Recycled Paper -2- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works Town Hall .3.67 Main Street Hyannis, MA 02601 ATTN: Thomas Mullen, Superintendent Mark Ells, Sr. Project Manager Moe Pukulis, Solid Waste Division, Supervisor Stearns & Wheler 100 West Main Street PO Box 975 Hyannis, MA 02601 ATTN: Jeff Heath DEP-DSWM-Boston ATTN: P. Weinberg Commonweafth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Trudy Coxe Govemor Secretary Argeo Paul Ceilucei David B.Struhs U.Governor Commissioner January 2, 1996 Mr. Robert Burgmann, Town. Engineer RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Transfer Station, Engineering Division Flint Street, FINAL PERMIT/ Town Hall AUTHORIZATION TO CONSTRUCT 367 Main Street (BWPSWI9) , 310 CMR 19.000 Barnstable, Massachusetts 02601 Transmittal #106671 Dear Mr. Burgmann: The Department of Environmental Protection, Division of Solid Was' Management (the "Department") , has conducted a review of the above-reference i proposed solid waste facility permit application (the "Application") , whip was received by the Department on August 11, 1995. The Application, prepay by the Barnstable Department of Public Works ("Applicant") , consists of c- (1) bound document entitled. Application for a Solid Waste Handling Facilit` and submitted utilizing Transmittal #106671, and dated August 4, 1995. response to conversations with Department personnel, additional documert were provided to the Department on September 5, 1995. Review of the submitted information has disclosed that the propo�- facility will initially handle a daily average of thirty (30) tons per days municipal solid waste on ,an annual basis. The solid waste materia delivered to the facility by Barnstable residents will be unloaded directi into a conveyor which deposits the refuse materials into a tractor-trail unit. The proposed facility will be equipped with a recycling center whir' will receive pre-sorted recyclables from residents. Stormwater will controlled at the facility by catchbasins which discharge to a retention pc', . located within the confines of the existing landfill •property, on which 0- transfer station is situated. - The Department, as a result of its review, is of the opinion that tt Application, as amended, is satisfactory and with the authority granti- pursuant to Massachusetts General Laws, Chapter 111, Section 150A ("MGI. C. 111, §150A") hereby approves the Application subject to the followii' provisions: 1. The solid waste transfer facility shall be maintained in complei accordance with the approved design plans. There shall be . ?' deviation from same without prior written approval from tt- Department. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 Printed on Recycled Paper i -2- 2. The Department will inspect the facility in order to ensure compliance with the approved plans. When all construction and/or required maintenance items are completed, an application to the Department. requesting an "Authorization To Operate" shall be submitted. This application shall be submitted in accordance with the provisions of 310 CMR 19.042, Authorization To Operate, and shall include a statement from the supervising engineer certifying that the construction was conducted in accordance with the described plan approval and the facility has been maintained in proper operating condition. 3. The proposed facility shall operate in accordance with the requirements found at 310 CMR 19.042 and 310 CMR 19.200 through 19.221 and in accordance with the "Authorization To Operate" issued by the Department. No deviation or modification of same shall occur without prior written approval of the Department; 4. Pursuant . to the Department's regulation 310 CMR 19.218, Accident Prevention and Safety, all employees shall be instructed in the principles of first-aid and safety and in the specific operational procedures necessary to prevent accidents. 5. The handling of solid waste at the facility shall not exceed forty- nine (49) tons per day. For the purpose .of this permit this daily tonnage shall be averaged on a weekly basis, considering the total weekly (calendar) tonnage divided by the operating days per week. Sufficient weight records documenting same shall be maintained at all times. 6. Any increase in residential usage at the facility, or other event, causing the actual. daily tonnage rate to exceed the permitted level of forty-nine (49) tons per day, more than three (3) times during any three (3) month period, will be considered a violation of this FINAL Permit. The Applicant must notify the Department of the circumstances creating this exceedance. Should the exceedance be caused by circumstances likely to reoccur, then the Department will require the facility to apply for a "Permit Modification" for an increase in the permitted tonnage. An application for review by the Massachusetts Environmental Policy Act Unit of the Executive Office of Environmental Affairs, will also be required. 7. Hours of facility operations will be 7:30 am to 3:30 pm, Tuesday through Saturday, year round. The facility will also be open on Monday from mid-June through mid-September. This FINAL Permit only pertains to solid waste management issues and does not relieve the owners/operators of the responsibility to comply with other permitting requirements. -3- Enclosed please find one (1) copy of the approved plan. A copy of this approval must be retained at the facility at all times. This FINAL Permit 'and Authorization To Construct has ' been issued in accordance with the provisions of 310 CMR 19.000. Any person aggrieved by the issuance of this FINAL Permit may appeal pursuant to MGL, C.30A, §14. An appeal must be commenced no later than thirty (30) days from the date of issuance of this FINAL Permit. Notice of an action or "a proceeding to appeal shall be served on the Department upon the commencement of the appeal. In the event of an appeal, the Department reserves the right to reopen the permit proceedings, supplement the record and/or modify the FINAL Permit. Should there be any questions regarding this matter, please contact David Ellis, Acting Chief, Solid Waste Management Section, at (508) 946-2833 or Cathy Dors at (508) 946-2867 or at the letterhead address. In any correspondences) to this office regarding this matter, please refer. to Transmittal #106671. Very truly .yours, L Christopher Tilden, P.E. Regional Engineer for Waste Prevention T/CJD/re.. Enclosure cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Thomas Mullen, Superintendent Mark Ells, Sr. Project Manager Moe Pukulis, Solid Waste Division, Supervisor l i -4 cc: Stearns & Wheler 100 West Main Street PO Box 975 Hyannis, MA 02601 ATTN.., Jeff Heath DEP-DSWM-Boston ATTN: P. Weinberg I, t m i FACT SHEET TOWN OF BARNSTABLE MUNICIPAL SOLID WASTE HANDLING FACILITY (AT EXISTING LANDFILL SITE) OFF FLINT STREET BARNSTABLE, MASSACHUSETTS The Town of Barnstable is proposing the installation and operation of a forty-nine (49) tons per day transfer station at the above-referenced location. The facility will provide both an outlet for municipal solid waste, as well as a collection point for the Town's municipal waste recycling efforts. Various recyclable materials will be collected and sorted in a series of recycling bins which will be available for residential use. Space will be allocated for the operation of a compost facility and the collection of scrap metals anc white goods. Solid waste material will be unloaded by residents directly .into a conveyor, which deposits the waste materials into a tractor-trailer unit for ultimate delivery to a permitted regional disposal facility, SEMASS Resource Recovery Facility, Rochester, Massachusetts. The following numbered paragraphs explain the reasoning of the conditions (as numbered) in this FINAL Permit: 1. Standard Department Language (Self Explanatory) . 2. Standard Department Language (Self Explanatory) . 3. Standard Department Language (Self Explanatory) . 4. Advisement to the Applicant that employees must be properly trained. 5. Advisement to the Applicant that an operating rate of forty-nine (49) tons per day has been established at the facility. 6. Advisement to the Applicant that exceedance of the permitted operating rate must be reported to the Department, and subsequently may require re-permitting of the facility. 7. Advisement of facility operational hours. I Commonweafth of Massachusetts �l 'Pt ski Executive Office of Environmental Affairs Department of �Q Environmental Protection Y� 11 ' Southeast Regional Office William F.Weld ' Trudy Coxe Govem« Secretary Argeo Paul Cellucci David B.Struhs U-Govemor Commissioner March 7, 1996 Mr. Thomas J. Mullen, Superintendent RE: BARNSTABLE--Solid Waste Department of Public Works Municipal Landfill, Flint Street 367 Main Street CLOSURE PROJECT, 310 CMR 19.000 Hyannis, Massachusetts 02601 Dear Mr. Mullen: A request has been made of the Department of Environmental Protection, Division of Solid Waste Management (Department) , from Mark Ells, of your staff, regarding the Department's determination on the closure design plan for the existing Municipal unlined landfill (Landfill) located off Flint Street in the Town of Barnstable, Massachusetts. As conveyed to Department personnel, in order to remain on schedule with those timelines established in an Administrative Consent Order (ACO) entered into between the Town .and the Department on June 19, 1995, Department acceptance of the Landfill's closure design. plan is necessary. Department personnel have met several times with representatives of the Town and the Town's consultant, Stearns & Wheler (S&W) , regarding assessment and closure of the Landfill. To date, the Department has received permit applications entitled Corrective Action Alternative Analysis (BWPSW24, Transmittal #114719) and Closure Design Plan (BWPSW25, Transmittal #114720) . prepared by S&W for the Landfill, and has issued Technical Deficiency Notices for each on January 25 and February 22, 1996, respectively. Future planning and design is ongoing for closure and assessment of the Landfill in accordance with Department regulations (310 CMR 19.000, Solid Waste Management Facility Regulations) and guidance document (Landfill Technical Guidance Manual', revised September 1903) . The Department'- acceptance of the landfill closure design plan is now necessary in order for the Town to authorize S&W to prepare final closure design plans, as well as for the Town to authorize the continued funding for the landfill closure project so as not to cause impact to the Town's ability to award a contract for landfill closure within the timeframes of the ACO, by May 30, 1996. Based upon information provided to the Department during the meetings with the Town and as contained in the applications referenced herein, the Department is of the opinion that the planning and permitting approach being pursued by the Town is prudent and responsive to solid waste facility regulatory requirements. The Department, conceptually, has determined that the Town's general planning and permitting approach for the Landfill project is acceptable and can proceed to the final design stage, provided that design related comments contained within the February 22, 1996, Technical Deficiency Notice are addressed in the final design stage. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946.2700 0 Printed on Recycled Paper i : I -2- This determination is made solely for the purposes as described above. This determination is NOT to be construed as a permit under Massachusetts General Laws, Chapter 111, Section 150A, nor as a final approval of plans for other purposes, nor as an exemption from all other applicable statutory and regulatory requirements. Should there be any questions, please contact ither myself at (508) 946-2833 or Cathy Dors at (508) 946-2867 or at the etterhead address. Very tr 1 , F li ng Chi4 Solid Waste Manag ent Se ion E/CJD/cb cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ' Board of Selectpersons Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Department of Public Works Town Hall 367 Main Street Hyannis, MA 02601 ATTN: R. Burgmann, . Town Engineer M. Pukulis, Solid Waste Division Supervisor M. Ells, Sr. Project Manager Stearns & 6?heler 100 West Main Street Hyannis, MA 02601 ATTN: N. Weeks Stearns & Wheler One Remington Park Drive Cazenovia, NY 13035 ATTN: J. Heath DEP-DSWM-Boston ATTN: P. Weinberg ry Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office j William F.Weld Govemor i Trudy Coxe '. Secretary,EOEA j David B.Struhs I U D FIY January 11, 1996 Thomas Mullen RE: BARNSTABLE--Solid Waste Town of Barnstable Barnstable Sanitary Landfill Department of Public Works Flint Street i 367 main Street Comprehensive Site Assessment Hyannis, Massachusetts 02601 BWP SW 23, 310 CMR 19.000 i PROVISIONAL APPROVAL Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid i Waste Management (the "Department") has completed its review of the Comprehensive Site Assessment ("GSA") for the above-referenced site. The report, entitled Solid Waste Site Assessment, Town of Barnstable Landfill, Marstons Mills, Massachusetts (Volumes I and II) , was prepared and filed with the Department in June 1993 by Geraghty & Miller, Inc. Note that the Initial Site Assessment; Comprehensive Site Assessment Scope of Work ("ISA/CSA-SOW") was not 'submitted to the Department as a separate report. ISA/CSA-SOW for the site was included in the above Solid Waste Site Assessment report. j The CSA was reviewed pursuant to 310 CMR 19.150, Landfill Assessment Regulations, and the Landfill Technical Guidance Manual, revised September 1993 ("Manual") , specifically Chapter 5 and Appendix C of the Manual . On August 25, 1993, the Department issued a Technical Review Deficiencies and Comments letter to the Town. In response to this letter, the Town submitted a Response to the Massachusetts Department of Environmental Protection (MDEP) Technical Review Deficiencies and Comments to ISA/CSA, dated February 7, 1995. The submittal was hand-delivered to 'the Department at a meeting on February 9, 1995. In addition to direct replies to the technical deficiencies, the Town's response submittal included: revised Section 2.8 Draft Comprehensive Site Assessment Report; Appendix A Landfill Gas Monitoring Plan; a copy of the Department's Supplemental Plan Approval, dated June 12, 1979; and HELP model output for the north and south portions of the landfill. Following the Department's review of the Town's February 7, 1995 technical deficiencies reply, additional comments were prepared by the Department and transmitted to the Town via 20 Riverside Drive • Lakeville,Massachusetts 02347 a FAX(508)947.6557 • Telephone (508) 946-2700 -2 facsimile ("fax") on March 27, 1995. Issues raised in the Department's March 27, 1995 fax were adequately addressed in a : letter to the Town from Geraghty & Miller, Inc. dated May 25, 1995, and in a letter from the Town to the Department dated June 5, 1995. Two remaining issues carry over from the CSA to the Corrective _ I Action Alternative Analysis ("CAAA") and landfill closure design. The first issue is landfill gas monitoring. The landfill gas monitoring requirements were presented in the Department's March 27, 1995 fax, and again at a site meeting held on May 12, 1995 i attended by staff from the Town, Stearns & Wheler, and the Department. Stearns & Wheler prepared a draft Landfill Gas Perimeter Survey Plan dated May 17, 1995. The landfill gas survey plan. was implemented, and '"he perimeter. s�:r:�ey was conducted by Stearns & Wheler during May 31 - June 5, 1995. Additional gas sampling at the landfill shall be conducted as defined in the survey plan such that compliance with 310 CMR 19. 132 (4) can be achieved and maintained. The second remaining issue relates to the quantitative risk assessment. The Department's Office of Research and Standards ("ORS") currently is working with the Division of Solid Waste and the Town on technical aspects of the quantitative, risk assessment. Comments were provided by ORS to the Division of Solid Waste in a memo dated October 4, 1995.. Satisfactory completion of the quantitative risk assessment -is required prior to final certification of landfill closure. As a result of its review, and contingent upon the above two issues being resolved to the satisfaction of the Department during - the landfill closure process, the Department hereby approves the CSA as amended. The Department reserves the right to require additional assessment and investigation of the landfill. Should you have any questions regarding the above, or if you need additional information, please contact Allen Hemberger at (50$) 946-2853, or me at (508) 946-2833, or write to the letterhead ddress. truly ou , DavidP. 1 Acti Chief Solid Waste Mgt. ion E/AH/re -3- - cc: Town of Barnstable Department of Public Works 367 Main Street Hyannis, Massachusetts 02601 ATTN: Mark Ells Modris Pukulis Town of Barnstable Board of Health 367 Main Street Hyannis, Massachusetts 02601 ! ATTN: Warren Rutherford Town of Barnstable Town Council 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Hansen, Chairman j Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, Massachusetts 02601 ATTN: Nate Weeks Geraghty & Mil•ler, Inc. One Corporate Drive Andover, Massachusetts 01810 ATTN: Gisella Spreizer DEP - DSWM - Boston ! ATTN: Phil Weinberg M I Commonweafth of Massachusetts Executive Office of Environmental Affairs , ? Department of Environmental Protection Southeast Regional Office William F.Weld '0 Trudy Argeo Paul Cellucci '"`. Davld,B-.S Governor uh 4111 ILL (�1 L Governor Commissioner C (O October 15, 1996 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Residuals, Land Barnstable Department of Public :"orks Application Certificate, 367 Main Street BRPWP30, Barnstable Landfill, Hyannis, Massachusetts 02601 Application No. 2, Transmittal No. 138219 Dear Mr. Mullen: The Department is receipt of an Application for a Land Application Certificate dated August 13, 1996, prepared by Sterns and Wheler and forwarded on your behalf to DEP under Transmittal No. 138219. This application requests approval to land apply stockpiled, lime stabilized sludge as final vegetative cover to the Barnstable Municipal Landfill which is in the process of being closed. The material must meet the requirements for quality and stability found in 310 CMR 32 .00. The application and . supporting documentation was submitted in fulfillment of these requirements with the intention of utilizing the sludge in October of 1996. From January 1993 to September 1995 the Town developed stockpiles of lime stabilized sludge at the landfill. A sampling and analysis -plan for this material was developed and submitted to DEP and subsequently approved on April 22 , 1996. The Town also obtained a Type II Approval of Suitability based on the records of lime stabilization program and chemical analysis of representative samples of the stockpiles material. This approval was granted on July 16, 1996. In order to utilize the sludge based material in the landfill closure project a Land Application Certificate must be issued by the Department. The purpose of this permit is to establish the correct rate and volume of material to be applied to the site in accordance with the requirements of 310 CMR 32.20. Due to the fact that this project is a landfill closure, taking place under the approval of the Division of Solid Waste Management, the site management requirements listed in 310 CMR 32 .21 for land application projects do not apply. The intent of these requirements is covered by the site control measures specified in the approved solid waste closure plan. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 i�Printed on Recycled Paper I��emr -2- The main focus of the Land Application Certificate therefor establishment of the management e, is the itself a g merit standards for application of s final vegetative cover. the sludge Appendix A of the application shows the derivation of the annual rate of application of sludge based on Nitrogen as well as the cumulative amount of sludge to be applied to the site based of metal content. The calculations indicate that the limiting factor for the sludge to be used is the cumulative loading rate for copper. Since the site to be vegetated is a landfill there are no pre-existing soils which would be tested. The Department's policy for this situation is to perform analysis on the soils which are to be imported for sub-base construction. The results of the analysis would then become inputs for the derivation of a sludge loading rate. In determining the cumulative loading rate for the sludge based on copper a maximum application to the site of 125 pounds per acre was selected from Table 23.23 (i) (c) for soils that display a cationic exchange capacity, (CEC, a measure of the ability of soils to attract and hold certain inorganic substances thus limiting there migration within the soil matrix and beyond) of less than 5meq/100g. Soils chosen for the construction of the sub-base display this CEC measure. The Town of Barnstable however has pointed out that the sludge is proposed to be surface applied and that it will not be incorporated into the sub-base of the landfill cap. It is stipulated, and the Department concurs, that the CEC of the sub-base soils will not play the customary role in determining cumulative application rates but that the materials used in blending and stabilizing the sludge (lime, wood chips, and leaf and yard waste) would be a more representative matrix for examining cumulative application rates. Over time this blended material has become a homogeneous soil like matrix which has been tested for cationic exchange capacity. Analysis of the organic blended materials shows that a CEC of greater than 5 meq/100g is provided. The affinity of these soil-like materials to inhibit migration of inorganic substances allows for the use of a higher cumulative loading limit to be used in the land application calculations. In this case, the higher limit listed in 310 CMR 32 .23 is 250 pounds per acre _of copper. Calculations submitted with the application reveal that at the increased cumulative application limit for the element copper (250 lbs/acre) , the vegetative support layer of sludge/woodchip blend would be 10.8 inches. The amount of plant available nitrogen supplied by the sludge applied at a 10.8 inch depth would be utilized:: through- plant uptake and no excess nitrate would remaining the soils. Therefore, based on the documentation submitted in support of the landfill ,Department conditionallya capping proposal the based residual product as finalevegetative fcover for thecial use ofType Barnstabledge landfill. C -3- The Barnstable Board of Health, in. a letter dated August 21, 1996, approved the use of Type II composted sludge as a vegetative layer on the landfill cap. This approval fulfills the obligation of 310 CMR 32.25(5) which requires the written concurrence of the board of health prior to Land Application Certificate approval by the Department. 'The sludge/woodchip blended material shall be applied according to j approved plans and specifications for the landfill closure project and also F in accordance with the following terms and conditions: 1. The sludge/woodchip blended material may be applied only at the approved rate of application and only with the concurrence of the Division of Solid Waste. 2. Materials used for the final cover operations shall be those that have been produced during the period January, 1993 to September, 1995. These materials were approved as Type II on 7/16/96. Sludge produced after 9/95 shall be the subject of Application No. 1 which is the land application certificate for ongoing sludge production from the wastewater facility. 3. The materials stockpiled must be well stabilized and free of excessive odors. Any materials containing unstabilized sludge are not to be utilized for final cover and must be subject to further treatment in accordance with 310 CMR 32.00 prior to use. 4. Incorporation into the sub-base layer is not required due the pre-mixing and processing of the sludge. Maximum depth of the final cover shall not exceed 11 inches (628 dry tons per acre) following grading and compacting and shall be in accordance with the Division of Solid Waste Management closure plan approval. 5. At the time of utilization the Town shall provide notice to the Southeast Regional Office so that a DEP representative -may be on hand to observe the characteristics of the blended residuals. Approval is only granted for use of materials which have been properly stabilized, homogeneous (no sludge clumps) , and do not create nuisance conditions. 6. The Town shall determine the total volume of stockpiled blended material available, for use as final vegetative cover. During the actual closure operations the amount of material used during each week of the landfill closure must be recorded. 7. The duration of validity of this Land Application Certificate shall equal the amount of time required to apply all of the material, as documented in condition 6 above, to the landfill cap, but, in no case, shall it exceed one year in accordance with 310 CMR 32 .25(1) . i I 1 i � f • -4- N Should excess odors be generated through use of the sludge/woodchip material the Town shall take immediate measures to decrease said odors through its own efforts or at the direction of the Division of Solid Waste Management. 3 If you have any questions regarding the Land Application Certificate, i please contact Mr.. Richard Rondeau at (508) 946-2816. Very t ul yo s, } Je fr y Go 1 ief Wa er P ti Control Section i G/RR/cb j cc: Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Nate Weeks Stearns & Wheler 100 West Main Street i P.O. Box 975 Hyannis, MA 02601 Mr. Mark Ells Barnstable DPW 367 Main Street Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 Robert Burgmann, Town Engineer Barnstable DPW 367 Main Street Hyannis, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director David Johnston, Deputy Regional Director DEP-SERO-DSWM ATTN: Dave Ellis DEP-MILLBURY ATTN: Larry Polese Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld O � Trudy Coxe ' Governor Secretary Argeo Paul Cellucci David S. Struhs U.Governor Commissioner FAXED• July 16, 1996 Mr. Thomas Mullen, Superintendent RE: BARNSTABLE--Approval of Barnstable Department of Public Works Suitability, BRPWP29, 367 Main Street Wastewater Treatment Plant Hyannis, Massachusetts 02601 Sludge, Barnstable Landfill, Application No. 2, Transmittal No. 115182 Dear Mr. Mullen: In a letter dated May 15, 1996, the Town of Barnstable applied for a Type 2 classification for lime stabilized sludge produced at the Hyannis Water Pollution Control Facility in Barnstable, Massachusetts from January 1993 , to September 1995. The lime stabilized sludge,, once blended with leaf and yard waste and wood chips, is intended to be used as part of the final landfill cover. An application for an Approval of Suitability was filed under Transmittal No. 115182 and contained the following supplementary documentation: 1. Twelve sets of laboratory test data representing the timeframe noted above, including ten discreet samples and two duplicate samples. The samples include data for pre and post blended sludge, four and six respectively. This test data includes parameters listed in 310 CMR 32. 13 (5) (a) as well as organic parameters and TCLP- (Toxicity Characteristic Leaching Procedure) results. 2. Fecal coliform. laboratory test, data for each pile of existing lime-stabilized sludge. 3 . Daily pH monitoring data for the sludge. The Department has reviewed the information submitted and has concluded that sampling, analysis, and reporting has successfully been completed pursuant to the requirements of 310 CMR 32. 00. Also, as a result of its review, the Department has made the following determinations: 1. All analyses has been conducted in accordance with the sampling and analysis plan approved by the Department on April 22, 1996. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 Printed on Recycled Paper. L -2- 2 . Sufficient data records have been submitted, to allow the Department to classify the sludge. 3 . TCLP test data has demonstrated that the sludge is non-hazardous pursuant to 310 CMR 30.00. 4. Pathogen data obtained from the sludge piles for which the Type 2 approval is being sought has demonstrated that the sludge meets Class B standards (Type 2) under EPA Part 503 regulations and is deemed acceptable in accordance with 310 CMR 32 .80 (6) . 5. Results of all bulk analysis of the material for the land application parameters have been reported appropriately. In all samples, the final product meets the criteria for Type 2 as set forth in 310 CMR 32.12. As a result of the Department's review, the Town of Barnstable is granted Type 2 approval for the sludge which was produced at the Town of Barnstable, Hyannis Water Pollution Control Facility. This approval is subject to the following terms and conditions: 1. This is a one time approval for sludge which has been stockpiled at the Town of Barnstable landfill from January 1993, to September 1995. 2 . This approval is granted with the understanding that the material will be used in the vegetative support layer of the final landfill cover subject to Department approval of a Land Application Certificate. 3 . No beneficial use of this material shall be allowed unless it is in accordance with a valid Land Applications Certificate issued by the Department, (310 CMR 32.20) . 4. Record Keeping. The Town shall comply with all the record keeping requirements of 310 CMR 32. 60, as applicable.The Department reserves the right to rescind, suspend or modify this approval by the imposition of additional conditions or amendments to the stated conditions based on determining any actual or potential adverse impacts resulting from the conduct of this project. Prior to land application of the blended sludge material at the landfill, the Town of Barnstable must submit an application for a Land Application certificate (LAC) to, and receive written approval from, the Department for the area of land intended to be utilized for beneficial use. Pursuant to 310 CMR 32 .25, the Town must also submit a copy of the application to the Town of Barnstable Board of Health for comment and concurrence. -3- It is the understanding of this office that you are currently preparing an application for the next phase of the beneficial use approval process, BRPWP30: Land Application Certificate. Enclosed please find the most recent application form for this application so as to verify your use of the proper form. Please forward the application to this office, along with completed calculations, as soon as possible once completed. The Department will continue to work in a timely manner with the Town of Barnstable for the beneficial use of blended lime stabilized sludge as part of the landfill closure. Every effort will continue to be made to meet the timelines requested by the Town as the material cannot be used without Division of Water Pollution Control approval. In no instance shall the Department's approval of the use of this material, under a Land Application Certificate, be cause for delay of closure of the landfill, using other suitable cap materials, in accordance with the timelines set forth in the closure order issued by the Department of Environmental Protection, Division of Solid Waste Management. The Town should explore all contingencies for closure with the Division of Solid Waste Management based on the potential unavailability of the blended sludge material. This Approval is an action of the Department. If you are aggrieved by this action, you may request an adjudicatory hearing. A Notice of Claim for an Adjudicatory Hearing must be made in writing and postmarked within thirty (30) days of the date this permit was issued. Pursuant to 310 CMR 1. 01(6) , the Notice of Claim shall state clearly and concisely the facts which are grounds for the proceeding and the relief sought. The Notice of Claim, along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00) , must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The Notice will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described in 310 CMR If you have any questions, please contact Mr. Richard Rondeau at (508) 946-2816. Very truly u i Jef E. Chi f Wa e I u ion Cont of Section G/RR/rr -4- cc: Mr. Peter Doyle, Chief Operator Water Pollution Control Facility 617 Bearses Way Hyannis, MA 02601 Mr. Nate Weeks Stearns & Wheler 100 West Main Street P.O. Box 975 Hyannis, MA 02601 Mr. Mark Ells Barnstable DPW 367 Main Street Hyannis, MA 02601 Mr. Thomas A. McKean Board of Health P.O. Box 534 Hyannis, MA 02601 Robert Burgmann, Town Engineer Barnstable DPW 367 Main Street Hyannis, MA 02601 DEP-SERO ATTN: Paul Taurasi, Regional Director David Johnston, Deputy Regional Director DEP-SERO-DSWM ATTN: Dave Ellis DEP-MILLBURY ATTN: Larry Polese II Commonwealth of Massachusetts M s Executive Office of Environmental Affairs a Department of SFP ' �-F Environmental Protection NN 1994 Southeast Regional Office �, °jerosr William F.Weld Governor l+ Trudy Coxe Or Secretary,EOEA Thomas B. Powers Acting Commissioner August 31, 1994 Barnstable Board of Health RE: BARNSTABLE--Solid Waste Barnstable Town Hall Barnstable Landfill, 367 Main Street MINOR MODIFICATION, Barnstable, Massachusetts, 02601 Hyannis Ferry Terminal Dredging Material Disposal BWP SW 22, Transmittal #34107 Dear Board of Health Members, The Department of Environmental Protection,Division of Solid Waste Management, (the "Department") is in receipt of an application for a Minor Modification Permit for the Barnstable Landfill (the "Landfill"). This permit is necessary in order that dredge material originating from the dredge project at the Hyannis Ferry Terminal may be utilized as cover material at the Landfill. Additional information and analytical results from dredge material were received by the Department on July 15 and July 29, 1994. Following receipt of these additional materials; your engineer, Earth Tech of Concord Massachusetts, was notified by the Department that the dredge material also needed to be analyzed for Total Volatile Organic Compounds (total"VOC's"). This letter serves as confirmation of the Department's agreement that, in this situation, grab samples of in-situ dredge material may be obtained at four locations: (Referencing Figure E-1 of the referenced submittal), A-93, C-93, E-93 and F-93. These samples are to be analyzed for total VOC's via EPA test method 8240 or 8260. Upon receipt of the analytical results, the Department will proceed with the review of the referenced Application. Additionally, the levels of total metals detected in the dredge material exhibits that TCLP (Toxicity Characteristics Leaching Procedures) testing is not necessary. 20 Riverside Drive 9 Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 a -2- If you have any questions, please contact me at (508) 946-2833 or Lee Tripp at (508) 946-2763 or at the letterhead address. Ver truly yo , David B. Ellis, Acti Chief Solid Waste Management Division E/LT/kn cc: Board of Selectmen Town Manager's Office Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Mr. Charles NataN Earth Tech 196 Baker Avenue Concord, MA 01742 DEP-DSWM-BOSTON ATTN: P. Weinberg 7 04-19-1994 13:12 5089476557 MASS.DEP/SOUTHEAST REGION n, P.01 M AL COMMnweanh of Ma=chumft Executive Office of EnvlronMOM Cd Affairs Department of Environmental Protection Southw#Regional Office WWm F.WWd Gonna TWdy Come TMae••L P00W A*a anwewaw FAX COVER SHEET FAX # (508) 947-6557 TELEPHONE # (508) 946-2700 w DATE: a FROM-. PLEASE DELIVER TO: COMPANY NAME: ADDRESS : TELECOPIER NUMBER: �� — TOTAL NUMBER OF PAGES: (INCLUDING THIS COVER PAGE) PLEASE CALL IF YOU DO NOT RECEIVE A COMPLETE FAX. REMARKS : 20 Riverside Oriv+ Is Lak villa,M••aehusatb 0 7 • FAX(wal 0-47- a Wephono (501) H&2?00 04-19-1984 13 1 S08L-)4 1b5S 1 HA6b.UtNibUU 1 hLAb i Kbu i ui� r•u� Pape NAS • 15 ` MASTER INDEX OF ALL I I T I I AND L 0 C A T 1 0 V I July 15, Im Now 91to to TOM NYW*r Maw Address Currently Listod On PrOo took .................. .................... ...............1........ --- .... AUBURN 2.02e/ THERMO ELECTRON/W11 SYST. 35 SWORD IT- WAIVER WAV - 4 AUBURN 2.0472 WRIGHT LINE BLDG 19 TICNNOLOOY DR. L.T.I.I• LTI - 7 AVON 4-6024 AVON CITGO STATION 201 W. MAIN ST. MAIM WAY - 4 AVON 4.1W CRAPMAN MANUFACTURING CORP 481 W MAIN ST DELETED UL - 3 AVON 4.031e DEN-LEA RENTAL 1NC/FMR LADOE DR. PRIORITY CONFIRMED COON - V AVON 4.0633 FIDELITY PRODUCTS 105 BODWELL ST. L.T.B.1. LTB • T AVON 4.13% NOLMES TRANSPORTATION/FMR. $10 BODWILL IT UNCLASSIFIED CONFIRMED CON • 21 Yes AVON 4.0421 HYBRIPAK INC./FMR NO LADOE OR. PRIORITY CONFIRMED CON • 21 AVON 4-0213 %mICKERIOCKER DISPATCH n! MWELL ST. l.T.B.I. LTD AVON 4.0396 RANFAC CORP. 32 DOHERTY DR. L.T.B.19 LTS - 7 AVON 4-ilea S. EASTON CRANE CORPORATION 271 9. NIGH C- UNCLASSIFIED CONFIRMED CON • 21 AVON 4-0634 WINCHESTER INDUSTRIES 130 YODHELL 97. NON-PRIORITY CONFIRMED DON • 21 AVER 2.0019 AYER PUBLIC LANDFILL GROTON HARVARD 10. L.T.B-I. LTI - a AYER 2.0371 EXXON STATION 20 • 30 PARK ST. UNCLASSIFIED CONFIRMED CON - 22 AYER 2.0020 FMC/TULCO INC. 9 BISHOP RD. PRIORITY CONFIRMED - 22 AYER 2.0662 FORT DEVENB BUENA VISTA ST. PRIORITY CONFIRMED CON - 22 AVER 2-1035 MASS ELECTRIC WRBTBORO RD. L.t.d.I. LTI • d yes AYER 2.002 MR. MIKE'$ C1TBO HARVARD RD. PRIORITY CONFIRMED CON • 22 1 BARNSTABLE 4.0873 AIRPORT NOTORS. INC. 8 556 YARMOUTH RD. PRIORITY CONFIRMED CON • 22 1 BARNSTABLE 4.0824 ATWOOD OIL CORPORATION B 33 BROOKS RD UNCLASSIFIED CONFIRM OOR . 32 BARNSTABLE 4-0823 BARNSTABLE AIRPORT B BOARDMAN-POLANO FIELD PRIORITY CONFIRMED MR . 22 BARNSTABLE 4-0190 BARNSTABLE FIRE TRAINING B MARY DUNN RD.. PRIORITY CONFIRM CON - 23 BARNSTABLE 4.0706 BARNSTABLE GETTY STATION BARNSTABLE NO. L.t.B.I. LTe - e BARNSTABLE 4.002l BARNSTABLE LANDFILL SW FLINT/OLD URNSTAILE IS. L.T.B.I. LTB • a BARNSTABLE 4.=6 BELL TOWER MALL 1600 FALMOUTH RD. NON-PRIORtTY CONFIRMED CON • 23 BARNSTABLE 4-OW SEWS AUTO REPAIR B 5 CMARLEB it. L.T.L I. LTI - a i t i 04-19-19b4 13: 1� SJtty41bSS I'IHSS.l��F'/SUNItitHSI FcL-uiUIJ -.U� Pelot PAS - 16 N A 8 T I R INDEX OF ALL SITE ! AND L 0 C A T 1 0 N I I duty 15, IM New Bite to Town Nud1Rr NM Address Currently Listed On Poll Book ..u...u.rr.rr. ...... ............................ .........rr.r.............. .................,....,... ..fsor.... .... BARNSTABLE 4.0"1 MY18 REALTY B 599 IVANOUGH RD, DELETED DEL - 3 BARNSTABLE 4-OM M SERVICE STATION 8 230 1YANMXK RO. PRIORITY CONFIRMED ODN - 23 BARNSTABLE 4.0477 BRADLEY'S DRY CLEANER B 242 NAIN 87. L.T.S.1. LTB - 8 SARNSTASLB 4-1230 CANP CANDOIT/FNR COTUIT NAY SNORES UNCLAUIPIED CONFIRMED CON - 23 DARNSTABLE 4.0430 CANDLE CONPANY/FNA B 24 PLANT 20. NON-PRIORITY CONFIRMED CON . 23 BARNSTABLE 4-1082 CANDLE CORPORATION/FNR I IYANOUGN RD/RTE 132 L.T.B.I. LTB - 8 Yes BARNSTABLE 4-0323 CAPE REGENCT NURSING NONE 120 B. MAIN IT, DELETED OIL - 3 BARNSTABLE 4-0796 CENTERVILLE GULF STATION 1456 FALNOUTN 40. CRTE 28) WAIVER WAV - 4 BARNSTABLE 4.0026 CHARTER SERVICE STA 1 258 IYANOWN AD. PRIORITY CONFIRMED CON - 23 BARNSTABLE 4.0222 CHEVRON GULF FACILITY/FNR 72S MAIN ST. WAIVER WAV - 4 BARNSTABLE 4-0878 COLONIAL CANDLE 1 232 MAIN ST. L.T.1.1. LTD - 8 Yes BARNSTABLE 4.OM CORPORATION PLAZA B 109 CORPORATION Be PRIORITY CONFIRMED CON - Z5 BARNSTABLE 4-0552 COTTON PINDU N T'S/FNR B 201 YARMOUTH RD. PRIORITY CONFIRM CON - 24 BARNSTABLE 4-0825 COtUIT LANDING 3000 FALMOUTH RD. (RTE 16) WAIVER WAV - 4 BARNSTABLE 4.0233 CUNBRABU10 GOLF COURSE NARSTON LA. RIMIAL REM - 3 BARNSTABLE 4.0368 CYPRUS REALTY TRUST 1 157 AIRPORT RD. L.T.B.I. LTG - e BARNSTABLE 4-13D1 EI= STATION 03-5751 AN SOUTH 1T L.T.1.1. LT/ - 8 Yes BARNSTABLE 4.008 GIBES SERVICE STATION/FNR I GAPE COD HALL (RTE 132) PRIORITY CONFIRNED CON - 24 BARNSTABLE 4.0978 NARIM PAINTING "T MAIN ST. DELETED 01L - 3 BARNSTABLE 4.0740 HUIBARD OIL CO. i1s2 MAIN ST. L.T.B.I. LTD - 8 BARNSTABLE 4.0624 LERNIS BAY HOTEL 43 MTN ST. DELETED DEL - 3 BARNSTABLE 4-0162 NOBIL SERVICE STATION 1 156 IYANOUGH RD. PRIORITY CONFIRM CON - 24 BARNSTABLE 4.0214 NOIIL ITATIDN 1101-QU ATE 132 PRIORITY CONFIND CON - 24 BARNSTABLE 4-CY16 NELSON COAL i OIL B 180 IYANOUGH RD. PRIORITY CONFIRMED CON . 24 BARNSTABLE 4.OT82 NEVADA SON 1 30 CORPORATION RD. DELETED DEL • 3 BARNSTABLE 4.1289 OLD HARBOR CANDLE CO/FNR "IYANOLIGH RD. L.T.1.f. LTD - 8 Yee �d4-1y-1� 14 13; 13 5)Udy34 ibb:)r' 1 UAbb.UEH/_)UU 1 hLAb 1 kr_U 1 U A Pop: NAS • 17 MATTER I N 0 1 X OF ALL SITII AND L 0 C A 7 1 0 N I July 15, IM New fits On P to leok ' �antl Listed ✓ p ♦ Number NenN Address Cur Y low ........... ...... ......... .................. 00.0.................------ --••..•.•..•••.......... ••••...... ••.• LsiNSTABLE 4-1080 PACKAGING INDUSTRIAL U." B 60 AIRPORT RD. PRIORITY CONFIRMED CON - 24 BARNITAILE 4.0936 PACKAGING INDUSTRIES GROUP I Pit$EVE RINCE WAY/PT. Of 1,.7.6.1. LTD - d 1 WNSTAELE 4.0331 PROPERTY 749 MAIN fT. DELETED OIL - 3 j OIL - 3 BARNSTABLE 4-0310 PROPERTY 619 MAIN fT. DELETED BARNSTABLE 4-0545 PROPERTY RTE 6A A PLUM ST. DELETED OIL - 3 BARNSTABLE 4.0582 PROPERTY 488.504 SOUTH ST. WAIVER WAY - 4 BARNSTABLE 4.0585 PROPERTY ST LAKE ST. NON-PRIORITY CONFIRMED CON • 24 ' BARNSTABLE 4-0609 PROPERTY 355 EEL RIVER RD. UNCLAUIF19D CONFIRMED COI) • 25 1ARNSTAILE 4.073Z PROPERTY 64 HARBOR 1D. NON-PRIORITY CONFIRMED CON • 23 BARIIBTAILF 4.0976 PROPERTY 1 47 OLD VARMOUTH RD. L.T.8.1. LT1 - d ' B 460 YMMAUTH W. REMEDIAL REM - 3 BARNSTABLE 4-0251 PURITAN PONTIAC BARNSTABLE 4.1081 RAY BLACKSURN AUTO BALVAOE I AIRPORT U. L.T.I.I. LTD - 8 1 BARNSTABLE A-1126 ROBERTS$ CLEANERI/FNR 645 MAIN ST. L.T.B.I. LTD - 8 I BARNSTABLE 4-0934 ROBIE48 REFRIGERATION B 279 YARMOUTH NO. PRIORITY CONFIRMED CON - 29 Is BARNSTABLE 4-0E99 89ARS AUTOMOTIVE CYR I CAPE COD MALL CITE 132) PRIORITY CONFIRMED CON • SARNSTABLE 4.07" SHELL SERVICE STATION I 990 IYANOUCH RD. PRIORITY CONFIRMED cam � BARNSTABLE 4.0937 THE CAPE COO COMPANY 1 100 1REE0'B HILL RD. PRIORITY CONFIRMED CON - 25 BARNSTABLE 4-0279 THE STRAIGHT WAY STRAIGHT WAY L.T.B.I. LTD • a r BARNSTABLE 4-0717 TIRRELL RADIATOR SHOP 8 528 BEA21111 WAY L.T.M. LTD d BARNSTABLE 4.0801 VILLAGE GARAGE 135 ATE 149 NAIVIR WAV + 4 f BARNSTABLE 4. "1 WARDICK REALTY TRUBt a 143 OLD TARNOUTH 10. OILETED OIL ' 3 '{ BARNSTABLE 4.0027 WARREN BUICK B 100 BARNSTABLE RD. NON•PRIORITY CONFIRMED CO • 25 MIRE 2.0012 BARRE WOOL VERNON AVE. NON-PRIORITY CONFIA►NID CON - 26 BARRE Z•OSS7 CAMPAMELLO CO NTRUCTION CO. RTE 32 L.T.B.I. LTD - 8 BARRE 2-661A MAKES 0. ALLEN CO. 20 WILLIANSVILLE RD. UNCLASSIFIED CONFIRMED OOII - 26 ' BARRE 1-0859 CHUCK'S CIVIC CENTER UNCLASSIFIED CONFIRMED ODfi • 26 60 WORCESTER RD. i 04-19-1994 12:25 5089476557 MASS.DEP/SOUTHEAST REGION P.01 Commonweafth Of Massachusetts Execu" Office of ENronmentaf Affairs Department of Environmental Protection Southeast Reglonal Office wnnw F.WNd aownror Tlu Coxe �,ate► Them"s.kvown Adq ceemwww FAX COVER SHEET FAX # (508) 947-6557 TELEPHONE # (508) 946-2700 DATE; y�/9 _ FROM: D� 0 Y _ PLEASE DELIVER TO: COMPANY NAME : ADDRESS : TELECOPIER NUMBER: 7 3 4 -- - -- -_-_ _ TOTAL NUMBER OF PAGES : (INCLUDING THIS COVER PAGE) PLEASE CALL IF YOU DO NOT RECEIVE A COMPLETE FAX- REMARKS : 7v V_ v P dA4-q la 20 Riverside Drive 0 Lakeville,M1e8ee11u9etg 02347 • FAX(608)947-6187 • Teieph6ne (50 1 0464M J ia } s �, a m m )w > > > s > a > r a a a. > > > > > > > a > s > > a > > a > > r s Nz = _ _ ; = ac Z z z Z z �Z at $ yz r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 01 M Vl m N W A N w m m m ... M m •n r.. ... 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O O -� � • o � O a Z � V a O � � a � � Z V � � 70liege us smoss 7Y 7s 74 7v O $ aO4 Q 70 7s ae as a4 a_o = 7� 7� 7� 7s 7_v • R �4--ly-lyy4 1�'��b ��tly�l 1b�U r f THUS.Utri juU I titHJ I hau 1 uri r. �� TOW...... SITE_10-- 11TI,JIAM......-•............. ADDRESS.......•••••••......... LBT ITATUS-- CLASSIFICATION- -- --- BARNSTABLE 4.0000331 PROPERTY 749 NA1N St. NOT A SiTE 0 UNCLASSIFIED BARNSTABLE 4.0000368 CYPRU$ REALTY TRUST BAP IVY AIRPORT NO. HYN L.T.I.f. PRECLASSIFICATION 'TAIL[ 4.000OW BEM'S AUTO REPAIR BOP 5 CHARLES IT. NYN L.T.B.I. PRECLASSIFiCATiON lmsiSTABLE 4-0000392 IP SERVICE STATION UP 230 IYANOlGH 10. HYN CONFIRMED PUiLiSNED PRIORITY BARNSTABLE 4-0000437 CANDLI OOiRPANY/FMR BAP 24 PLANT RD. HYN CONFIRMED PUiLiSNID NON-PRIORITY SARNSTABLE 4.0000461 IOUY S REALTT OPP 'S99 ITANOUGN RD. NYN NOT A SITE D UNCLASSIFIED BARNSTABLE 4.0000477 SRADLEY'N DRY CLEANER SDP 242 MAIN IT. NYN L.T.B.I. PRECLASBIFICATION BARNSTABLE 4.0000345 PROPERTY RTE 6A 8 PLUM ST. N.F.A. UNCLASSIFIED BARNSTABLE 4.0000582 PROPERTY 411.504 SOUTH ST. NYN CONFIRMED PUBLISHED NON-PRIORITY &UNSTABLE 4-000051h1 PROPERTY 57 LAKE IT. CONFIRMED PUBLISHED NON-PRIORITY BARNSTABLE 4.00DOW PROPERTY 355 EEL RIVER AD. CONFIRMED UBNCLASSiFIED BARNSTABLE 4.000OW LEWIS BAY MOTEL 53 WN IT. N.F.A. UNCLASSIFIED BARNSTABLE 4.0000706 BARNBTAILI GETTY STATION i NNITAILE 00. L.T.8.I. PRECLAISIFICATION BARNSTABLE 4.0000716 NELSON MAL i OiL SAP 150 IYANOUON RD. NYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4-0000717 711RELL RADIATOR SHOP SAP 528 I[ARSE'S WAY HYN L.T.B.I. PRECLASS1FiCATION BARNSTABLE 4-0000732 PROPERTY 64 HARBOR RD. HYN CONFIRMED UNPOLISHED PRIORITY {BARNSTABLE 4-0000740 HUSBAND OIL CO. 792 MAiN ST. L.T.B.I. PRECLASSIFiCATIoN SARNSTABLE 4.0000756 CENTERVILLE GULF STATION 1436 FALMOUTH RD. (RTE 28) CONFIRMED PUBLISHED NON-PRIORITY AARNITABLE 4.0000782 NEVADA MIS IDP 30 CORPORATION RD. HYN N.F.A. UNCLASSIFIED BARNSTABLE 4.000074$ SHELL SERVICE STATION SAP 590 IYANOUGH RD. HYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4.000=1 VILLAGE GARAGE 135 ITS 149 NN CONFIRMED PUBLISHED NON-PRIORITY IMRNSTABLE 4.000001 BARNSTABLE AIRPORT BAP SOMMAN-POLANO FIELD HYN CONFIRMED PUBLISHED PRIORITY [BARNSTABLE 4-00=4 ATWOOD OIL CORPORATION SAP 33 BROOKS RD HYN CONFIRMED UNCLASSIFIED 'BARNSTABLE 4.0000925 COTUIT LANDING 3000 FALMOUTH NO. (ITE 28) COT CONFIRMED PUBLISHED NON-PRIORITY BARNSTABLE 4.0000826 BELL TOURER MALL 1600 FALMOUTH NO. CTR CONFIRMED PUBLISHED NON-PRIORITY BARNSTABLE 4.0000852 COTTON PiCKIN TOS/FMA SAP 201 YARMOUTH RD, HYN CONFIRMED PUBLISHED PRIORITY 'BARNSTABLE 4.0000862 MOBIL SERVICE STATION BAP 156 IYANOUGH 40. HYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4-0000873 AIRPORT MOTORS INC. BAP 556 YAR140UYN NO. HYN CONFIRMED PUBLISHED PRIORITY STABLE 4.0000875 COLONIAL CANDLE OPP 232 MAIN ST. HYN L.T.B.I. PRECLABRIFICATiON BARNSTABLE 4.0000890 CORPORATION PLAZA BAP 109 CORPORATION 10. NYN CONFIRMED PUBLISHED PRIORITY SARNSTABLE 4.0000898 GIBBS SERVICE ITATION/FMR BAP CAPE COO MALL (RYE 132) NYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4.0000899 SEARS AUTOMOTIVE CTR BAP CAPE COO MALL (RTE 132) NYN CONFIRMED PUBLISHED PRIORITY ;BARNSTABLE 4-0000901 PEST CONTROL/FMR IDP 444 YARMOUTH RD. NYN NOT A 817E U UNCLASSIFIED BARNSTABLE 4.0000907 $HELL SERVICE STATION BOP BARNSTABLE AiRPORT NYN NOT A SITE U UNCLASSIFIED BARNSTABLE 4.COM34 1011110 REFRIGERATION BDP 279 YARMOUTH RD. HYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4.0000937 THE CAPE COD COMPANY BAP 100 BREEDS HILL NO. NYN CONFIRMED PUBLISHED PRIORITY .BARNSTABLE 4.000093$ PACKAGING INDUSTRIES GROUP BAP PERSEVERENCE WAY/PT. 05 HYN NOT A SITE D UNCLASSIFIED [BARNSTABLE 4.0000976 PROPERTY BAP 47 OLD TAIWAN RD. NYN L.T.B.i. PRECLAISIFiCATION BARNSTABLE 4.0000978 HARMON PAINTING 707 MAIN ST. DST W.F.A. UNCLASSIFIED BARNSTABLE 4.0000"1 WARDICK REALTY TRUST IDP 143 OLD YARMOUTH NO. HYN NOT A SITE D UNCLASSIFIED BARNSTABLE 4.0001029 BARNSTABLI (MP) SAP AQUIFIN PROTECTION PROJECT RESERVED PRECLASSiFICATION BARNSTABLE 4.0001080 PACKAGING INDUSTRIAL GROUP BAP 80 AIRPORT RD. HYN CONFIRMED PUBLISHED PRIORITY BARNSTABLE 4.0001081 RAY BLACKBURN AUTO SALVAGE BAP AIRPORT RD. HYN L.T.B.I. PRECLASSIFiCATION IARNSTASLE 4.0001082 CANDLI CORPORATION//MR IDP IYANOUGN RD/RTE 132 NYN L.T.B.f. PRECLAW FICATION BARNSTABLE 4.0001092 TENNIS OF CAPE COD 1260 RT[ 132/IYANOUGN RD. NYN Not A SITE U UNCLASSIFIED BARNSTABLE 4.0001126 ROBERTSI CLEANERS/FMR 645 MAIN IT. NYN L.T.8.1. PRECLASSIFICATION BARNSTABLE 4.0001155 CAPE TIRE SERVICE BOP RTI 28/MAP 311/PARCEL 53 NYN NOT A SITE U UNCLASSIFIED BARNSTABLE 4.0001156 AMERiCAN MEDICAL INSTRUMENTIDP 68 C.I.T. AVE HYN NOT A SITE U UNCLASSIFIED BARNSTABLE 4.0001158 TEXACO SERVICE STATION NORTH ST 0 BASSETT LN NYN NOT A SITE U UNCLASSIFIED SARNSTABLE 4.0001169 GUIK MART N30213 317 FALMOUTH RD HYN NOT A SITE U UNCLASSIFIED VARNSTABLE 4.0001198 HYANNiS TEXACO STATION RTI 28 NYN NOT A BITE U UNCLASSIFIED BARNSTABLE 4.MI230 CAMP CANDOIT/FM POINT iSABELLA RD CONFIRMED UNCLASSIFIED BARNSTABLE 4.ON1289 OLD HARBOR CANDLE CO/FMR 1180 1YAN000M RD NYN CONFIRMED UNCLASSIFIED " -"STABLE 4.0001300 HYANNIS GOLF CLUB BYE 132 HYN RESERVED PRECLASSiFICATION ,STABLE 4.CM1301 EXXON STATION 03.5731 464 SOUTH ST NYN CONFIRMED UNCLASSIFIED BARNSTABLE 4-ON1338 SUNOCO FACILITY 14 M RAIN IT HYN CONFIRMED UNCLASSIFIED BARNSTABLE 4.0006001 OYSTER NARIORS MARINE INC 122 BRIDGE ST. CONFIRMED UNCLASSIFIED 02/28/94 PAGE 3 h r 4� Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office ' William F. Weld C$6 GovernorDaniel S.GreenbaumCommisslonerMarch 1, 1994 ) 1 <4 y Kevin McCafferty RE: BARNSTABLE--Solid Waste-- c/o Peggy Fantozzi 310 CMR 19. 000, Dredge A.M. W41son Street Spoils Disposal/Use @ 911 Main Street Town Landfill Osterville, Massachusetts 02655 Dear Mr. McCafferty: The Department of Environmental Protection, Division of Solid Waste Management (the "Department") has conducted a review of submitted information regarding the potential disposal or use of certain dredge spoil materials at the Barnstable Municipal Landfill. The subject information was received by the Southeast Regional Office on December 17, 1993 . The submitted information, which is a courtesy copy of your Water Quality Certification, states that it is your intention to dispose of some 1, 900 cubic yards of dredge spoils generated from the "North Bay" excavation project. Please be advised that as of this date there has been no analytical data supplied to the Department's Division of Solid Waste. Therefore, until the chemical analytical data is submitted, the Department will not be able to authorize the delivery of the subject material at the landfill. In addition_ to the above, there are a couple of additional issues which are of a potential concern to the Department. First, given that' you have indicated that the material will be disposed, the criteria under which the Department will conduct its review will only pertain to said "disposal" option. However, should it be your, or the landfill ' s desire to "use" the material as a possible alternative cover or grading material at the landfill, the review would be subjected to more stringent analytical criteria, and as such additional analytical parameters measures may be required. Accordingly, please confirm this option with the Department in order to make sure that the analytical process which you perform is consistent with the Division of solid Waste's requirements. Secondly, should this "use" option be selected, a landfill permit (BWPSW22) would be required to- be obtained by the landfill, prior to any delivery/use of said material at the landfill. 20 Riverside Drive 9 Lakeville,Massachusetts 02347 9 FAX(508)947-6557 • Telephone (508) 946-2700 i -2- The Department shall await your response to these issues. Should there be any questions, please contact me at (508) 946-2833 or Robert Johnson at (508) 946-2832 or at the 1 terhead address. trul ur , David B. Ellis, ing Chief, Solid Waste Management Section E/RHJ/lm cc: Board of Health Town Hall Barnstable, MA 02655 Board of Selectmen Town Hall Barnstable, MA 02655 Conservation Commission Town Hall Barnstable, MA 02655 Department of Public Works " Town Hall Barnstable, MA 02655 DEP/DWPC/Boston ATTN: J. Perry DEP/DSWM/Boston ATTN: P. Weinberg J. Hartley DEP/DWPC/SERO ATTN: J. Gould DEP/DWW/SERO ATTN: L. Kouloheras 1 � Commonwealth of Massachusetts An Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office Wllilam F.Weld Governor Trudy Coxe SWJM".EOEA Thomas B.Powers Acing CommWsicner April 15, 1994 a Thomas J. Mullen RE: BARNSTABLE--Solid Waste Department of Public Works Barnstable Sanitary Landfill 367 Main Street Flint Street Hyannis, Massachusetts 02601 LANDFILL CLASSIFICATION Site ID# SL0020.001 Dear Mr. Mullen: The Department of Environmental Protection, Division of Solid Waste Management (the "Department") , has re-evaluated the Potential Threat Criteria according to information submitted in our meeting on December 22, 1993. The landfill classification criteria in question and the Department's response are as follows: POTENTIAL THREAT CRITERIA: Criteria (7) - Landfill footprint within 250 feet of a lake, pond. or river with exceedances on MDSWs in the groundwater: Review of a GIS map submitted with the Comprehensive. Site Assessment for the Barnstable Landfill indicates that the closest surface water body, a small pond west of the landfill, is greater than 250 feet from the landfill footprint. The above criterion will be deleted from the Department's the classification of the Barnstable Landfill. However, the Barnstable Landfill shall remain classified as a "Significant Threat" to environment and public health and safety. The "Significant Threat" classification is based on the following criteria: SIGNIFICANT THREAT CRITERIA: Criteria - (1)- Landfill footprint within a Zone II - Unavoroved Zone II Future environmental monitoring reports could result in a change in classification. The Department reserves the right to reconsider any new information available in the future. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-M7 9 Telephone (508) 946-2700 K -2- If you have an questions regarding this matter or if you need an Y Y � 9 g Y Y additional information, please contact Dan Crafton at (508) 946-2721 or myself at (508) 946-2833 at the letterhead address. Very tr o rs David B. li ng Chief Division of Solid Wa gement E/DC/lm cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Susan G. Rask Board of Selectmen Barnstable Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford DEP - SERO ATTN: G. Crombie B. Donahoe C. Tilden DEP - Bos_on ATTN: P. Weinberg R. Gioiosa M. Dakers 93 ` Page: 1 S I T E S A N D L O C A T I O N S I N T H E T 0 W N O F B A R N S T A B L E ***_ July 15, 1993 ____________ _[ C O N F I R M E D S I T E S First First New Site Listed Listed to Status Number Name Address Current Status L.T.B.I. Confirmed List ----------------------- ------ ---------------------------- ----------------------- --- --------------- -------- -------- ---- PRIORITY CONFIRMED 4-0873 AIRPORT MOTORS INC. B 556 YARMOUTH RD. PHASE 1 04/15/90 04/15/90 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Short Term Measures Taken ** Gasoline released at a car dealership from a leaking underground storage tank resulting in a release to the soil and a groundwater release. UNCLASSIFIED CONFIRMED 4-0824 ATWOOD OIL CORPORATION B 33 BROOKS RD PHASE 1 01/15/90 01/15/91 ** Petroleum Release Site ** Response action by: RP ONLY ** Unclassified Site ** Petroleum released at a commercial site from a leaking aboveground storage tank resulting in a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0823 BARNSTABLE AIRPORT B BOARDMAN-POLANO FIELD PHASE 1 01/15/90 07/15/93 Yes ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site PRIORITY CONFIRMED 4-0190 BARNSTABLE FIRE TRAINING B MARY DUNN RD. PHASE 3 / / 01/15/87 ** PetrolettV-and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Short Term Measures Taken ** Petroleum, organics and chlorinated solvents released at a county fire training site resulting in a release to the soil and a groundwater release. NON-PRIORITY CONFIRMED 4-0826 BELL TOWER MALL 1600 FALMOUTH RD. PHASE 1 01/15/90 10/15/92 **. Hazardous Material Release Site ** Response action by: RP ONLY ** NON-PRIORITY Site ** Chlorinated solvents released at a dry cleaners from a septic tank resulting in a groundwater release. PRIORITY CONFIRMED 4-0392 BP SERVICE STATION B 230 IYANOUGH RD. PHASE 1 .07/15/87 10/15/87 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Gasoline released at a gas station from an unknown source resulting in a release to the soil and a groundwater release. UNCLASSIFIED CONFIRMED 4-1230 CAMP CANDOIT/FMR COTUIT BAY SHORES PHASE 1 10/15/92 07/15/93 Yes ** Petroleum Release Site ** Response action by: RP ONLY ** Unclassified Site Page: 2 ' S I T E S . A N D L O C A T I O N S I N T H E T 0 W N O F BARN STABLE *** 1 July 15, 1993 C 0 N T I N U E D NON-PRIORITY CONFIRMED 4-0435 CANDLE COMPANY/FMR B 24 PLANT RD. PHASE 1 01/15/88 04/15/90 ** Hazardous Material Release Site ** Response action by: RP ONLY ** NON-PRIORITY Site PRIORITY CONFIRMED 4-0026 CHARTER SERVICE STA B 258 IYANOUGH RD. PHASE 2 / / 01/15/87 ** Petroleum Release Site ** .Response action by: RP ONLY ** PRIORITY Site ** Gasoline released at a gas station resulting in a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0890 CORPORATION PLAZA B 109 CORPORATION RD. PHASE 2 04/15/90 04/15/90 ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** VOCs and chlorinated solvents released at a commercial site resulting in a groundwater release. PRIORITY CONFIRMED 4-0852 COTTON PICKIN T'S/FMR B 201 YARMOUTH RD. PHASE 1 01/15/90 07/15/90 ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Petroleum released at a manufacturer from a leaking underground storage tank resulting in a groundwater release. PRIORITY CONFIRMED 4-0898 GIBB'S SERVICE STATION/FMR B CAPE COD MALL (RTE 132) PHASE 2 04/15/90 04/15/90 ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Gasoline and VOCs released at a former gas station from a leaking underground storage tank resulting in a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0862 MOBIL SERVICE STATION B 156 IYANOUGH RD. PHASE 1 01/15/90 01/15/90 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Petroleum released at a gas station resulting in a groundwater release. • PRIORITY CONFIRMED 4-0214 MOBIL STATION #01-QJN RTE 132 PHASE 4 / / 01/15/87 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Gasoline released at a gas station from a leaking underground storage tank resulting in a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0716 NELSON COAL & OIL B 180 IYANOUGH RD. PHASE 1 07/15/89 07/15/90 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Petroleum released at a commercial site from a leaking aboveground storage tank resulting in a release to the soil and a. groundwater release. Page: 3 S I T E S A N D L O C A T I O N S I N T H E T 0 W N O F *** BARN STABLE *** July 15, 1993 C 0 N T 1 N U E D PRIORITY CONFIRMED 4-1080 PACKAGING INDUSTRIAL GROUP B 80 AIRPORT RD. PHASE 1 07/15/91 07/15/93 Yes ** Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Organics and VOCs released at a manufacturer resulting in a groundwater release. NON-PRIORITY CONFIRMED 4-0585 PROPERTY 57 LAKE ST. PHASE 1 10/15/88 10/15/88 ** Hazardous Material Release Site ** Response action by: RP ONLY ** NON-PRIORITY Site ** Hazardous materials released at a site. UNCLASSIFIED CONFIRMED 4-0609 PROPERTY 355 EEL RIVER RD. PHASE 1 01/15/89 01/15/89 ** Petroleum Release Site ** Response action by: RP ONLY ** Unclassified Site ** #2 fuel oil released at 'a residence from a leaking underground storage tank.resulting in a release to the soil and a groundwater release. NON-PRIORITY CONFIRMED 4-0732 PROPERTY 64 HARBOR RD. PHASE 1 07/15/89 07/15/89 ** Petroleum Release Site ** Response action by: RP ONLY ** NON-PRIORITY Site ** Short Term Measures Taken PRIORITY CONFIRMED 4-0934 ROBIE'S REFRIGERATION B 279 YARMOUTH RD. PHASE 1 07/15/90 07/15/90 ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** VOCs released at a commercial site resulting in a groundwater release. PRIORITY CONFIRMED 4-0899 SEARS AUTOMOTIVE CTR B CAPE COD.MALL (RTE 132) PHASE 2 07/15/90 07/15/90 ** Petroleum and Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Petroleum, VOCs and metals released at an automotive center from a leaking underground storage tank and an oil/water separator & acid neutralizer tank resulting in,a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0793 SHELL SERVICE STATION B 590 IYANOUGH RD. PHASE 1 10/15/89 10/15/89 ** Petroleum Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Gasoline released at a gas station from a leaking underground storage tank resulting in a release to the soil and a groundwater release. PRIORITY CONFIRMED 4-0937 THE CAPE COD COMPANY B 100 BREED'S HILL RD. PHASE 1 10/15/90 04/15/92 ** Hazardous Material Release Site ** Response action by: RP ONLY ** PRIORITY Site ** Short Term Measures Taken ** Organics released at a manufacturer resulting in a groundwater release. • Page: 4 S I T E S A N D L O C A T I O N S I N T H E T 0 W N O F BARN STABLE *** July 15, 1993 C 0 N T I N U E D NON-PRIORITY CONFIRMED 4-0027 WARREN BUICK B 100 BARNSTABLE RD. PHASE 2 / / 01/15/87 ** Petroleum Release Site ** Response action by: RP ONLY ** NON-PRIORITY Site ** Gasoline released at a commercial site from a leaking underground storage tank resulting in a release to the soil and a groundwater release. W A I V E R E D S I T E S First First Waiver Completion Site Listed Listed Approved Statement List Number Name Address L.T.B.I. Confirmed Date Received ---------------- ------ ---------------------------- --------------------------- --------- --------- --------- --------- WAIVER 4-0756 CENTERVILLE GULF STATION 1456 FALMOUTH RD. (RTE 28) 10/15/89 01/15/90 11/05/90 WAIVER 4-0222 CHEVRON GULF FACILITY/FMR 725 MAIN ST. 04/15/87 04/15/90 02/05/90 07/06/93 WAIVER 4-0825 COTUIT LANDING 3000 FALMOUTH RD. (RTE 28) 07/15/90 07/15/90 04/28/92 WAIVER 4-0582 PROPERTY 488-504 SOUTH ST. 10/15/88 01/15/91 09/30/91 WAIVER 4-0801 VILLAGE GARAGE 135 RTE 149 01/15/90 01/15/90 02/24/92 D E L E T E D S I T E S First First New Site Reason for Listed Listed to List Number Name Address Deletion L.T.B.I. Deleted List ---------------- ------ ---------------------------- --------------------------- --------------- -------- -------- ---- DELETED 4-0782 NEVADA BOBS B 30 CORPORATION RD. N.F.A. 10/15/89 07/15/90 DELETED 4-0978 HARMON PAINTING 707 MAIN ST. N.F.A. 01/15/91 10/15/91 DELETED 4-0545 PROPERTY RTE 6A & PLUM ST. N.F.A. 1.0/15/88 01/15/93 DELETED 4-0624 LEWIS BAY MOTEL 53 SOUTH ST. N.F.A. 01/15/89 07/15/93 Yes DELETED 4-0331 PROPERTY 749 MAIN ST. NOT A SITE 04/15/87 07/15/87 DELETED 4-0323 CAPE REGENCY NURSING HOME 120 S. MAIN ST. NOT A SITE 04/15/87 10/15/87 DELETED 4-0310 PROPERTY 619 MAIN ST. NOT A SITE 01/15/88 04/15/89 DELETED 4-0461 BOUY'S REALTY B 599 IYANOUGH RD. NOT A SITE 01/15/88 01/15/90 DELETED 4-0991 WARDICK REALTY TRUST B 143 OLD YARMOUTH RD. NOT A SITE 01/15/91 07/15/91 L O C A T I O N S T O B E I N V E S T I G A T E D First New Site Listed to List Number Name Address Current Status Source L.T.B.I. List ---------------- ------ ------------------ :--------- --------------------------- --------------- -------- ------ ---- L.T.B.I. 4-0025 BARNSTABLE LANDFILLSW FLINT/OLD BARNSTABLE RD. P.A. EPA 01/15/87 - I Page: 5 *** BARNSTABL E *** July 15, 1993 ----------_------------- C 0 N T I N U E D L.T.B.I. 4-1082 CANDLE CORPORATION/FMR B IYANOUGH RD/RTE 132 P.A. UNSL 07/15/93 Yes L.T.B.I. 4-0878 COLONIAL CANDLE B 232 MAIN ST. P.A. UNSL 07/15/93 Yes L.T.B.I. 4-1301 EXXON STATION #3-5751 484 SOUTH ST P.A. SAB 07/15/93 Yes L.T.B.I. 4-1289 OLD HARBOR CANDLE CO/FMR IYANOUGH RD P.A. UNSL 07/15/93 Yes L.T.B.I. 4-0938 PACKAGING INDUSTRIES GROUP B PERSEVERENCE WAY/PT. #5 P.A. WS 10/15/90 L.T.B.I. 4-0976 PROPERTY B 47 OLD YARMOUTH RD. P.A. WS 01/15/91 L.T.B.I. 4-1081 RAY BLACKBJRN AUTO SALVAGE B AIRPORT RD. P.A. SAB 07/15/91 L.T.B.I. 4-0717 TIRRELL RA)IATOR SHOP B 528 BEARSE'S WAY P.A. SAB 10/15/89 L.T.B.I. 4-0706 BARNSTABLE GETTY STATION BARNSTABLE RD. PHASE 1 SAB 04/15/89 L.T.B.I. 4-0383 BEN'S AUTO REPAIR B 5 CHARLES ST. PHASE 1 SAB 07/15/87 L.T.B.I. 4-0477 BRADLEY'S DRY CLEANER B, 242 MAIN ST. PHASE 1 SAB 01/15/88 L.T.B.I. 4-0368 CYPRUS REALTY TRUST B 157 AIRPORT RD. PHASE 1 SAB 07/15/87 L.T.B.I. 4-0740 HUBBARD OIL CO. 792 MAIN ST.. PHASE 1 ERB 07/15/89 L.T.B.I. 4-1126 ROBERTS' CLEANERS/FMR 645 MAIN ST. PHASE 1 SAB 01/15/92 L.T.B.I. 4-0279 THE STRAIGHT. WAY STRAIGHT WAY PHASE 1 SAB 01/15/87 R E M E D I A L . S I T E S First First New Site Resp. Listed Listed to List Number Name Address Codes AutoentB$tatus L.T.B.I. Remedial List ---------------- ------ ---------------------------- --------------------------- ----- -------------- -------- -------- ---- REMEDIAL 4-0233 CUMMAQUID GOLF COURSE MARSTON LA. A OTHER / / 04/15/87 REMEDIAL 4-0251 PURITAN PONTIAC B 460 YARMOUTH RD. A OTHER 01/15/87 10/15/87 ------------- TOTAL SITES.: 56 CONFIRMED.: 24 WAIVERED.: 5 DELETED.: 9 L.T.B.I..: 16 REMEDIAL.: 2 1 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F. Weld i Governor Daniel S.Greenbaum Commissioner D August 25, 1993 0 Town of Barnstable RE: BARNSTABLE--SOLID WASTE Department of Public Works 310 CMR 19 . 000, Existing 367 Main Street Facilities Permit Hyannis, Massachusetts 02601 Application, Town of Barnstable Landfill, ATTENTION: Thomas Mullen Permit Review, Transmittal # 15093 , TECHNICAL DEFICIENCY NOTICE Gentlemen: The Department of Environmental Protection, Division of Solid Waste Management, Southeast Regional Office (the "Department") has completed a Technical Review of the permit application listed above, and determined that the application is deficient. The subject application pertains to both the repermitting of the existing landfill as well as the proposed lateral expansion into a previously approved area (prior to the advent of the present regulations) . The application is deficient in the following areas: Waste Control 310 CMR 19. 017: (5) (c) - Waste control plans for yard waste and container (aluminum, metal, and glass) which became restricted from disposal on December 31, 1992 have not been filed to date. Application for a Solid Waste Management Facility Permit 310 CMR 19. 030• (3) (c) (1) - Site Plan Distances to residences utilizing private drinking water wells within 1/2 mile of the site was not provided. 20 Riverside Drive 9 Lakeville, Massachusetts 02347 9 FAX(508)947-6557 • Telephone (508) 946-2700 -2- (3) (c) (2) —Recycling and Composting Plan A description of the type and quantity of recycling and composting occurring onsite was not provided. Location of recycling and composting activities needs to be •indicated on the site plan. (3) (c) (4) - Operation and Maintenance Plan A full description of operation and maintenance procedures as per 310 CMR 19 . 130 "Operation and Maintenance Requirements" was not provided. The existing environmental monitoring plan was declared unacceptable in a letter from the Department on 12/9/91. To date, there has been no response from the Town regarding this matter. Criteria for Review of Applications for a Permit 310 CMR 19. 038: (2) (a) (1) - Massachusetts Environmental Policy Act ("MEPA") The applicant recognizes that the expansion is applicable to MEPA but no filing has been made. Be advised that no Department approvals can be issued until the applicant has complied with the MEPA process, and the Department has received documentation of same. (2) (a) (2) - Site Assignment The application refers to a site assignment but no documentation is provided. The delineation of the site assigned parcel is not shown on the site plan. (2) (a) (4) - Public Health Threat The applicant offers a "state of the art" design but does not discuss the existing groundwater contamination problem or the potential impact to the Zone II. (2) (a) (5) - Other Regulations • Division of Water Pollution Control approval is warranted for handling and disposal of wastewater sludge at the landfill. Be advised that the requirements contained in 310 CMR 19. 061 also apply. -3- • Division of Resource, Conservation, and Recovery Act ("RCRA") requires approval of the waste oil recycling facility as well as the proposed household hazardous waste collection facility. • Division of Water Supply must approve a delineated Zone II for the Town's public supply wells before the Division of Solid Waste can approve any expansion plans for the landfill. (2) (a) (9) - .Structural Stability The applicant states that this section does not apply to landfills and refers to Section 5. 2 . 3 . 1. 3 of the EFPA which indicates an anticipated settlement of 6. 7 - 8. 1 feet. Be advised that this section is applicable to your application and as such, a demonstration must be made to indicate that the ground support for the landfill is adequate. (2) (a) (10) - Endangered. Species No documentation was provided to indicate that the construction, operation and maintenance of the facility will not cause or contribute to the taking of any endangered or threatened species of plants, fish or wildlife as identified in 50 CFR Part 17 . For such a determination, you should contact the Division of Fisheries and Wildlife., Natural Heritage Program. (2) (c) (i) - Drinking water Supplies a. The applicant has not provided information to determine whether or not the landfill is located within a Zone II area. b. According to Department records, the landfill is located in a preliminary Zone II but the Department has not approved the Zone II due to the fact that a sufficient ' application for same has not been submitted to the Department. Be advised that said determination is critical to this project. d. The applicant has not provided sufficient documentation that the landfill is not located in a recharge area of a sole source aquifer where no existing or potential public and private drinking water supplies exist downgradient of the site. Also, the applicant did not address if sufficient existing or potential public water supplies are present to meet the municipality's projected needs. -4- (2) (c) (5) - Setback Requirements a. According to Sheet Nos. 2 and 10 of the design drawings for the "South Area" landfill, the proposed landfill expansion is within 20 to 60 feet of the property line. Be advised that no landfilling can occur within 100 feet of the property line. b. The site plans do not indicate the location of the private wells installed within one mile of the landfill. C. The site plans do not extend 500 feet from the property line in all directions indicating the location of all buildings. d. The wetland resource areas and 100 year floodplain areas were not shown or discussed in the application. e. The location, distance, and the hydraulic relationship to the landfill regarding surface drinking water supplies located 2500 feet downgradient and 500 feet upgradient from the landfill was not discussed. f. Perennial water courses within 250 feet of the landfill were not indicated on the site plan or discussed. g. Lakes, ponds, streams within 250 feet of the landfill were not indicated on the site plan nor were they discussed. h. Faults that have been displaced in Holocene time within 2001feet of the landfill were not indicated on the site plan or discussed. (2) (c) (6) - Seismic Impact Zone Information was not provided stating whether the landfill is located in a seismic impact area. If the landfill is located in such an area, all containment structures shall be designed to resist the maximum horizontal acceleration in lithified earth material for the site. i -5- (2) (d) - Recycling Criteria 1. No discussion was presented as to how the landfill will comply with the 25% recycling rule. Also, the application only listed the materials which were recycled and did not address the banned waste materials. 2 . The application only discussed total amount of recyclables recovered at the landfill. The application should have presented the data as a percent of the total waste stream. Off-site recycling activities and recycling claimed by waste generators was not discussed. Financial Assurance 310 CMR 19 . 051 The application failed to sufficiently address the financial assurance requirements as contained in the Regulations. Be advised that such financial "security" will be necessary prior to the Department's endorsing the construction or operation of the lateral expansion. Also be advised that said financial assurance plan should consider the closure and post-closure period for the facility (both existing and proposed) . Landfill Facility Plan 310 CMR 19. 104: (2) - Landfill Site Plan a. On-site bench marks were not shown on the site plan as required. b. The acreage and boundaries of the site assigned parcel was not provided on the site plan. C. The location and elevation of groundwater and gas monitoring wells as well as locations for surface water monitoring stations were not indicated on the site plan. d. Location of soil borings were not provided on the site plan. There wasn't discussion if soil borings were ever advanced onsite. e. Onsite borrow sources were not indicated on the site plan and offsite borrow source locations were not discussed. f. Existing utilities were not indicated on the site plan. h. Areas of Critical Environmental Concern ("ACEC") were not indicated on the site plan or discussed. I -6- Hydrogeological Study 310 CMR 19 . 104 (3) : Be advised that a complete hydrogeologic evaluation for the proposed lateral expansion must be conducted and approved by the Department prior to issuance of an "Authorization to Construct" . This hydrogeologic assessment must include the Zone II delineations for the public drinking water supply wells downgradient of the landfill. Also be advised that said Zone II must be approved by the Division of Water Supply. The Department is aware of the current ISA/CSA effort and is prepared to interface certain information from that study and include it in the "hydrogeo" study. Landfill Design Plan 310 CMR 19. 104 (4) : a. The drainage layer proposed for the groundwater protection system does not meet the design standards. The proposed elevations for all collection pipe inverts must be indicated on the design plans. The details of all leachate collection tanks must be provided on the design plans. b. Schematic drawings of the leachate collection system were not provided as part of the design plan. C. The design and construction specifications for the groundwater protection system, the environmental monitoring systems, the cap and final cover, recycling and composting operations, and other appurtenances associated with the landfill were not provided. d. A construction plan that includes a description of the installation methods and procedures for construction of the liner, leachate collection system, and monitoring systems was not provided. e. The quality assurance/quality control plan does not conform to all of the requirements needed to detect and evaluate deficiencies, select corrective action methodologies, and implement corrective actions to achieve conformance with the design plans. f. The design of the convenience and recycling areas was not provided. I -7- Operation and Maintenance (O&M) Plan 310 CMR 19 . 104 (5) : a. A full narrative description with appropriate references to all operation and maintenance requirements specified in 310 CMR 19.. 130 was not provided. b. The waste ban plan needs to be updated to include the additional waste materials now banned from disposal. d. A staffing plan was not provided as part of the O&M plan. e. An inspection and maintenance plan was not provided for the leachate collection_ system and the landfill equipment. f. A facility safety plan was not provided including a fire control plan certified by the Fire Department and a hazardous waste contingency plan. g. The environmental monitoring plan for groundwater and surface water was declared unacceptable by the Department in December 1991 . Conceptual Closure/Post-Closure 310 CMR 19 . 104 (6) : The closure and post-closure estimates pursuant to the Financial Assurance Requirements were not provided. See also the requirements found at 310 CMR 19 . 051. Groundwater Protection Systems 310 CMR 19. 110• (4) - Groundwater Protection System Components c. The drainage layer doesn't meet the design standards specified in the Regulations. (5) - Subgrade Layer - Performance and Design Standards The technical information pertaining to the subgrade layer indicates that settlement of approximately eight (8) feet has occurred. It must be demonstrated that the subgrade layer provide adequate structural support for the groundwater protection system. No information was presented stating that the subgrade layer would be compacted, or in general meet the required performance specifications. -8- (6) (b) - Low Permeability Layer (Liner) 1. Low Permeability Soil Standards: No Quality Assurance/Quality Control ("QA/QC") Control Plan was provided documenting how the soil layer would be constructed to ensure that a 20 slope would be maintained, be free of materials that may increase the permeability and be compacted to minimize void spaces. 2. Flexible Membrane Liner (FML) Standards: No discussion was presented regarding seam construction activities to ensure that the seams connecting FML panels are of equal or greater strength than the manufacturer's seams. No information was provided documenting that the FML has sufficient flexibility and strength for the proposed application. No data was provided stating that FMLs are capable of being seamed to produce leak-tight, high strength seams that retain their integrity during liner installation, operating life and post-closure period. (7) - Drainage/Protection Layers (b) (3) The drainage/protection layer when constructed of soil, the lower 12 inches shall have a minimum in- place hydraulic conductivity of 1 x 10-2 cm/sec and the upper 6 inches shall have a minimum hydraulic conductivity of 1 x 10-3 cm/sec. . (9) - LeachaZe Collection and Removal Systems - Design Standards (b) (1) The pipes placed in the drainage layer do not meet the standards specified at 310 CMR 19 . 110 (7) . (b) (2) Documentation is required indicating that the trunk header diameter is sufficient to drain the maximum expected leachate flow. (b) (5) Information is required to determine that the pipes are of sufficient thickness and strength to support the maximum static and dynamic loads of vehicles and overlying solid waste without failing. (b) (6) Insufficient access points were provided to permit maintenance cleaning of the collection lines. -9- (10) r Leachate Storage Facilities No information was provided documenting that the performance and design standards were met. Landfill Final Cover Systems 310 CMR 19. 112 : (6) (b) - Low Permeability Layer Standards No QA/QC Control Plan was provided documenting how the ' soil layer would be constructed to ensure that settling or failure would not occur, be free of materials that may increase the permeability and be. compacted to minimize void spaces. (9) (b) - Vegetative Support/Protection Layer Standards 1. The application states that a 6 inch loam layer will be applied as part of the final cover layer. The. Regulations require that at least 12 inches of soil capable of supporting vegetation be placed. Storm water Controls 310 CMR 19. 115• (2) - Design Standards The application doesn't discuss how storm water will be managed during landfill operations. Storm water controls shall be designed to prevent flow onto and runoff from the active portion of the landfill of at least the water resulting from a 24 hour, 25 year storm. Air Quality Protection Systems 310 CMR 19 . 117: 1&2 . Performance and Design Standards The application did not address how the landfill will control levels of explosive and odorous gases. Any air quality protection system proposed shall be designed to control the concentration of explosive gases to no greater than 25% of the Lower Explosive Limit ("LEL") for individual components. -10- 3 . Gas Vents —Design Standards The design plans did not provide information as to how the integrity of the low permeability cap at the penetration of the cap will be maintained.. The application did not address how the design will provide adequate venting of landfill gases, operate without clogging and be secure from vandals. The proposed design also failed to provide for sampling or active gas control (i. e. flare) retrofitting capabilities, should such be deemed necessary by the Department. Groundwater, Surface Water and Gas Monitoring Systems 310 CMR 19. 118 44 (1) - General Performance Standards: The application only addresses conducting sampling and analysis of groundwater. No surface water and gas monitoring systems were proposed to detect and quantify releases of contaminants into the surface water or air. (2) - Ground Water Monitorinq Systems (a) - Performance Standards: The application did not state if the groundwater monitoring system is capable of yielding representative groundwater samples for analysis and if the system consists of a sufficient number of wells properly located and screened at appropriate depths to detect the release of contaminants from the landfill into the groundwater. (b) - Design Standards:. The application did not state if the monitoring wells were installed by a licensed well driller and if the monitoring wells were constructed in a manner approved by the Department. Also, it is not evident that the monitoring wells are accessible to sampling and don't interfere with operations. (3) - Surface Water Monitoring System: (a/b) - Performance and Design Standards Surface water stations are established to monitor water levels and determine interaction with groundwater but no water quality monitoring is proposed. It is unclear as to whether Y• -11- the sampling stations are accessible to sampling and don't interfere with operations because the locations are not included on any figures or plans. (4) , - Gas Monitoring Systems Performance Standards A gas monitoring system capable of determining the presence of explosive and other landfill gases migrating beyond the boundaries of the landfill was not proposed. The system proposed shall be capable of yielding representative samples and contain sufficient number of wells located, to detect the presence and migration of landfill gases. Environmental Monitoring Systems 310 CMR 19. 132 (1) - Surface and Groundwater Monitoring No surface water monitoring was proposed or justification provided as to why it was not proposed. The sampling and analysis plan did not address if all sampling points are permitted by the Department and did not propose to establish background water quality, concentrations with a minimum of four (4) sampling rounds. In addition, no boring logs or as-built construction plans of monitoring wells were provided. (3) - Leachate Monitoring No information was provided to monitor the quantity and quality of the collected leachate from the lined cell at the south area landfill. (4) - Gas Monitoring No perimeter gas monitoring wells were proposed on the plans. The sampling and analysis plan did not address hydrogen sulfide and volatile organic compounds. The environmental monitoring plan did not address if the landfill gas samples would be analyzed for volumes and concentrations of explosive gases, hydrogen sulfide and volatile organic compounds. The post-closure plan did not address if gas monitoring was going to be conducted. The environmental monitoring plan for active operations and post-closure activities ("the Plan") did not address if the concentration of explosive gases exceeds 25% of the LEL. In addition, the Plan did not address if the explosive gases exceeds 25% of the LEL that the , Department would be notified and a Landfill Assessment - and Corrective Actions would be undertaken. Environmental Controls and Monitoring System Maintenance 310 CMR 19 . 133 • The operation and maintenance plan did not address if the Department would be notified if any environmental controls and monitoring systems were damaged or destroyed. This concludes the Department's review of the Town of Barnstable's Existing Facility Permit Application. However, in an effort to confirm many of theses issues, the Department conducted a site inspection of the facility on July 22 , 1993 . During this inspection the Department observed several operational/maintenance issues which are of a concern to the Department. The issues are hereby listed as follows: 1. The facility' s waste oil collection area had an accumulation of standing oil within the containment structure underneath the storage tank. Such spillage is unacceptable and poses an unnecessary risk to the environment. In addition oil stains were observed on the ground surrounding said collection area as well as the facility's diesel fuel tanks. This spillage shall be cleaned up as soon as possible. 2 . Leachate breakouts were observed at numerous locations along the toe of the slope of the landfill. In addition, there appeared to be an accumulation of standing leachate in one of the drainage swales (western/southern) . Such leakage and accumulation poses an unnecessary risk to the environment and the public health. 3 . Excessive litter was observed on the top of the landfill. The litter shall be picked up, and a continuous maintenance program enacted. 4 . The landfill's surface (plateau) contained a significant depression which appeared to contain leachate breakouts. Given that this depression could hold water and/or cause or contribute to the aforementioned "toe" breakouts, it should be filled and properly graded as soon as possible. Furthermore, stormwater runoff from this depression could become contaminated with leachate and in turn impact surrounding areas. Be advised that all of the above issues of noncompliance deserve immediate attention and remediation. Furthermore, a written response to each issue, describing the actions you have taken or intend to take relative to achieving compliance, is hereby required to be submitted to the Department within fourteen (14) -, days of receipt of this letter. -13- I Should you have any questions pertaining to the technical review comments, please contact me at (508) 946-1833 or Robert t Johnson at 508-946-2832 or at the letterhead address. + . er t r u 1 ours,�'" Davi Ell A ing ief Solid Waste Management Section i E/RHJ/lm cc: Barnstable Board of Health 367 Main Street Hyannis, MA 02061 Barnstable Board of Selectmen 367 Main Street Hyannis, MA 02061 Geraghty & Miller, Inc. One Corporate Drive Andover, MA 01810 DEP/DSWM/Boston ATTN: P. Weinberg DEP/SERO ATTN: G. Crombie A. Papadopoulos OfTNETO i ft s *d a Ild�li RARNSTABLL pp 1A}q. CEO MAY�' 367 Main Slreel, ...lV yunnid, /I .. 02601 . t December 20, 1988 M1 Michael J. Frucci , Executive Director Cape Cod Chamber of Commerce Mid-Cape Highway Hyannis, MA 02601 Dear Mike, We have passed your letter on to the Board of Health, which under our Charter, has the independent authority to establish rules, regulations and rates for the landfill . The Board of Health works in conjunction with the Department of Public Works to set the fee schedules and we can only advise. All of the financial planning that has been done in the last year and one half has been with an eye towards making our landfill operation a self-paying enterprise. Even with the maximum rates recommended by the DPW, the costs to be borne are-significantly less that the cost if it were to be apportioned as part of the tax rate. Our best advice from the DPW is that if the entire cost of the landfill , which would be paid from the general tax levy, the cost to the 'average taxpayer would be $108.00 per year. It is clear that the recommended rates are significanly less. We have received no formal vote from the Board of Health but it is my understanding thaat they have voted a $38.00 residential fee and $52.00 for commercial . While the increase is substantial , our best advice is that it is equitable. Sincerely yours, Francis I. Broadhurst, Chairman Board of Selectmen cc- /oard of Health Department of Public Works N'L CAPE COR=CHAMBER.=0 COMMERCE Junction U.S. Route 6 (Mi(+U"hway) 8t.''t; 32 Hyannis, Cape Cod, Massachusetts-02601 (50 362-32gC -7 All •.7?? December 5, 1988 Town of Barnstable Selectmen's Office 367 Main Street Hyannis, MA 02601 ATTENTION: Mr. Francis I. Broadhurst, Chairman Dear Francis: We have recently been advised by Mr. Barry Homer the local manager j of Browning-Ferris Industries of a proposed increased to commercial haulers for the use of the Barnstable Land Fill. While we, at the Cape Cod Chamber of Commerce, are certainly aware of increased costs, it seems to me that since there have been several recent increases in dump fees and that this one is more than a 100% increase, we will be facing a rather unfair burden. This is of course particularly difficult for a non-profit agency like the Cape Cod Chamber of Commerce. I sincerely hope that you will review this situation and give some thought to a phased-in schedule of costs that would be a little less burdensome. Yours very truly, CAPE COD CHAMBER OF COMMERCE Michael J. Frucci Executive Director CC: Barnstable Board of Health Barnstable D.P.W. Spring is the ?bri/t Season on Cape Cod . . . "Indian Summer" is the Irresistible Season. TOWN OF BARNSTABLE LOCATION T SEWAGE# Z068— ?-98 VILLAGE ASSESSOR'S MAP&PARCEL J1,23/04 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /5"� LEACHING FACILITY: (type) " ,qe-A (size)C � �'XZ'X Z� NO.OF BEDROOMS zzlO Co .OWNER. PERMIT DATE: ;Z�%(����$ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7`-0 feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet i` FURNISHED BY �,C S-Ar4p V I r r 1 1 r _ , RECEIVE® 1 APR 0 2007 1 TOWN OF BA; �jNSTABLE SITE PLAl REVIEW 1 Town of Barnstable 1 Department of Public Works 1 Solid Waste Support Building Site Plan Review. Application 1 rSITE PLAN 1 0 2 3 • 2007 REVIEW Prepared by: 1 t April 30,2007 r ! c] 0 0 0 1 � . 1 1 i 1 1 1 1 1 1 . 1 _ 1 1 1 1 i 1 1 1 _ 1 1 1 ' Town of Barnstable Department of Public Works Solid Waste Support Building Site Plan Review Table of Contents Section 1 — Application for Site Plan Review Section 2 — Site Locus Map & Zoning Maps Section 3 — Civil / Site Plans Section 4 — Architectural / Building Plans I UN eston&Sampson 1 1 i Q o 0 0 a O O is . a00000 i O o 0 0 0 0 1 O O O O O O o O o no 0 0 L i 1 1 1 f 1. 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 APPLICATION FOR SITE PLAN REVIEW SP# - — LOCATION Date: Business Name: T n�,y 0 F AR�I s Tftu C Subdivision Plan /Vo ' Assessor's Map# a 3 Parcel# 12 / ANR Plan No Property ddress: S' 0ST-eRvices e, - Site Plan ' OWNER OF PROPERTY APPLICANT Name• oiv ARA76r��cr Name: r wev o ItJRRJ1 S TA C3 �� Address: 3 G-7 Address: 3 ( Sit NM1 {�1�1t'V l s Tele hone S08 $G a " yd 9 U Telephone: ( 967- 4 09 d Fax Fax: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name:VkwroAt AIInPbo.y Name: Al cam As op✓ Address: io0 x oRovC.N (3cv►� Address: •kyj> r-jnk payood E2 P t - D l!Fac o o v 041 M A• D a 0 3 ^ �G�ti (1 D 7 4-93 Telephone: 78 7 7-O/ O n 7 y46 Telephone:�S) q?'7 5c Fax: ` Cq 78) $' y07a Fax:_ (1:20 5?3- +O?Z I-tTIN: STORAGE TANKS(HAZ MAT/FUEL OR WASTE OILI ZONING DISTRICT CLASSIFICATION Existing Proposed District 1- Overlays) G- P, Number Number Lot Area 6,a7 300_Sq.Ft. iy Ac. i Size S Fire District '0SizeC s -M^4 Above Ground Above Ground Underground Underground Setbacks ft. Contents Contents Front: Side: Reaz: Number of Buildings ' Existing O Proposed 1 UTILITIES Demolition 0 Sewer ❑ Public ® Private Size dal ' Water ® Public ❑ Private TOTAL FLOOR AREA BY USE Electric [ Aerial ❑ Underground Existing Proposed Gas ® Natural ❑ Propane (sq. ft. (sq.ft. ' Grease Trap ❑ Size gal Basement Sewage Daily Flow * a Y 0 gpd Residential Restaurant *GP or WP areas restrict wastewater discharge to 330 gallons per Retail ' acre per day into on-site system. Office O ►q O PARKING SPACES CURB CUTS Medical Office Required I! Existing �_ Commercial(specify) Provided 12:�- Proposed D Wholesale(specify) On-Site 16 To Close 0 Institutional(specify) 1 Off-Site O Totals _� Industrial(specify) Handicapped_ All Other Uses On Site Estimated Pro'ect Cost: Fee: Gross Floor Area D ! 1 $ TrP.4000 IsSoo — i SP-FORM-P1.DOC-06/18/2004 Old King's Highway Regional Historic District File# Approved? ❑Yes ©No Hyannis Main Street Waterfront Historic District File# Approved?El Yes' ❑No Listed in National and/or State Register of Historic Places? Yes No Previous Site Plan Review File# Approved? ❑Yes ©No Previous Zoning Board of Appeals File# Approved? ❑Yes ®No ' Is the site located in a Flood Area(Section 3-5.1) ❑Yes ©No In Area of Critical Environmental Concern? ❑Yes ®No Is the Project within 100' of Wetland Resource Area? El Yes FA No Site sketch—informal presentation ❑Yes ©No . p ❑ Site Plan prepared,wet stamped and signed by a Registered PE an d/or Yes No PLS. Q Parking and Traffic Circulation Plan ©Yes ❑No Landscape Plan and Lighting Plan ❑Yes No Drainage Plan with calculations and Utility Plan ©Yes ❑No Building Plans,(all floor plans,elevations and cross sections) Yes ❑No .' Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq.ft. 6 3k �3 D O sq.ft T 'yb/� b Total Building(s)footprint 31 1 q D sq.ft. Mary am ar.v Maximum Lot Coverage as%of Lot D• S % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: O RLAY DISTRICT(S): �x Lot Coverage (%) Required o,rro--Proposed 3 6/0 Site Clearing (%) Required D Proposed G°a 9 lsroa 8 n PRINCIPAL BUILDING ACCESSORY BUILDING(Sl ❑Yes No Number of floors ! Height: ft. Number of floors Height: ft. FLOOR AREA: FAR: _ FLOOR AREA: FAR: Basement sq. ft. Basement sq.ft. First 1a ao sq.ft. First sq.ft. ' Second sq. ft. Second sq.ft. Attic sq.ft. Attic sq.ft Other(Specify) sq.ft. Other(Specify) sq. ft. ' Please provide a brief narrative description of your proposed project: L� 1 ov1A1 a r-- 1 ARC/ATaA L 9� /5 AD ADS/A/ AV SOLD T--r T� � T - ALR A T,v� FFILv /ll F T/�✓G- f�R�A C J ovrn i4vV STAt� � 1 o m • I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. A- (� d1 1 of D!�, E�zn �� at Printed Name of Applicant lAG eA r FOR, -1 o v g o = ' SP-FORM-P2.DOC-06/18/2004 ' ' PROJECT DATE PAGE: ! ,/ ,;,f - e: //6-Lz)7 /0j= BY:j i 7:10yat/ye soldifla since V CHKD. BY: ✓ -f7tOl -7� 74 A, Aa s Ze , '4,-7 lAr K?5 k ! rn s Nefi),.)d Cz FO /06*4117 ie c/ jab le ISr-ovi'ded A 7�wt7 OF 315-6 0 SF _L3 60 ^ �4f T-3 1,w1n All rl ke, 4 - Fr 3 15 6 14/� jl� ir,/Jrm e ;rl 0.04 inl� -75 r in 75-M'�7 -.71 on r. 3 X 7 L71,z M 12- z 14 /-7,b V F7 of 5o,ll a � = ( ,Se"�;rrtrn (E t rr 75 cr 1�r /3, ' PROJECT: DATE D PAGE: O/_6 WesWsmpsnn �D��� ��5�� �C l�i� r/ nno�afi�e Solutions since �' � 1999 e . i �� yvt CHKD. BY: L �t r 0,1/30 �as irrs �e fir cf = I, 7 96 3 /goo r- 1 1 1 1 1 1 PROJECT: DATE: PAGE: Wesron�Sampsen �v`' V) he C/ r l b �3 or ' nnaratireSeletienasiece1999 * CHKD. BY: V l�� For ell j 4r Lay drive �,,- vl�I�Dr_,s pqr�I"a) Ca �a)(/// ( 3 5)(�6 76,5 F 0-3 f s of , D C ` 53 L o , 3 1 0 06 Fr15 X G0S Il, / 3 /Mill )7-3lMji ' PROJECT: DATE: /6 O.7 PAGE: O` Westo► mpsan �E L peck k BY: / nnavativeSalutionssince1B99 CHKD. BY: �G /1 ir7 /q�-ea- fe - 7 5rid<r7 �rav -D r �1�' �ron i/c�f�t©h Cf /Fr3 Are4 3 /111f t j � P I Pei�1t�-'`�` G ,,�yam' � - �q l'. � , �l`P"� e,. 'p 1 tr-ecl i I v � r PROJECT: F�Ciif DATE: /6 07 PAGE: O Westna ampson li/ Pesa�" BY: �— G� nnn�ati�e Snlutians since 1999 CHKD. BY: For- (Ioe,�21ecl I�j lj. 90 5, 23 );; / o2 FT3ls �= ! 2 6 U s a -79 F7-3/M)� i 7 � � F� L Prcalf( ji e;)f �d > F 5 ArF ) F "- r H4r r , D'!'y°t� r I PROJECT DATE: PAGE: Westoa�ampsoo /�cf' (i(�� � 'C�;'f t _/b o 7 d ' nnnfatiffspletim Size 1999 r CHKD. BY: `� G norA ol 4IJ; , dqr,-:55ecl /�7 lewl 36) �. 05 1, Ion' eia 7 if 8 r/ /�% �C01-t YfrS>ovt Fa c/0 i) Cal 1 AFT ey 7 70 21 ., IA ar, C QC=lc� Q - C1 CJ 1: � � 0000fl 0 00 o o Q 0 0 0 ' ` _' � � 'A '. .. i - K T. .. 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RD Info Owner: BARNSTABLE, TOWN OF (MUN) P [A Location Information Map & Parcel 123001 r_°_i��4 . �__ __ � r�° ,,•. __, ,�, " " .` '�-' Location 655 OSTRVILLE W.BARNSTABLE RD .,�� 4: - Acreage 14.43 acres a a Current Owner Mailing Address BARNSTABLE, TOWN OF (MUN) 367 MAIN ST HYANNIS, MA 02601 a Appraised Value (FY 2007) 8a r Extra Features $0 Out Buildings $0 Land $931,200 Buildings $0 w n t� n•?, Total Appraised $931,200 •ad Assessed Value (FY 2007) Extra Features $0 4G F Buildings - Ot , - a o [_ d Land $931,200 Buildings $0 --— --- ------ Total Assessed $931,200 - -a Set Scale 1" = 1046 J' I Aerial Photos, -� Copyright 2005 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v0.2.91 [Production] http://www.town.barnstable.ma-us/arcims/appgeoapp/map.aspx?propertyID=123002&mapparback= 4/30/2007 M age Po" Town of Barnstable Geographic Information System New Search Home Help Parcel Viewer Custom Map Abutters Map Size ❑ Zoom Out®®®®®®®®®ln JPG Turn map layers on/off by selecting check boxes below h ` Town Boundaries f f F 0 Road Names Map & Parcel Numbers 0 Parcels ❑ FEMA Q3 Flood Zones ❑ AE (100 yr flood) AO (100 yr flood) VE (100 yr flood w/ wave action) X500 (500 yr flood) Q Neighboring Towns El Water ❑ Streams ❑ Jetties ,**r ❑ Edge of Water I Set Scale 1" = 423 Aerial Photos �- - � i - - - Copyright 2005 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v0.2.91 [Production] http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=123002&mapparback= 4/30/2007 i• §ge R� Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map Abutters Map Size ❑ ❑ Zoom Out®0000000®In y bc FIr Turn map layers on/off by r r y +' ft � ® )PG selecting check boxes below V �t! 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AGAINST UNDISTURBED N.T.S. 2 CONCRETE BACKING MATERIAL i w a AGAINST UNDISTURBED FINISHED MATERIAL _ FLAT STONE OR _ o TIE RODS MAY BE USED IN CONCRETE BLOCK GRADE LIEU OF ANCHOR` TEE AND CONCRETE BACKING BEHIND USE TWO 6» BENDS OR OFFSET HYDRANT SEE JOINT ON LATERAL TO ACHIEVE REQUIRED HYDRANT ELEVATION IF NECESSARY .RESTRAINT DETAIL 1/2"X2" STEEL PIPE BEND IN VERTICAL CLAMP(S), ONE PER PAIR PLANE . HYDRANT AND VALVE DETAIL N.T.S. F RODS .T.S. o- w w NOTE: ly- z HYDRANT GATE VALVE TO BE LOCATED m w WITHIN ROADWAY PAVEMENT WHERE POSSIBLE Q Q a z #4U 012 m #4V 012 W . v w 0 Q= THREADED STEEL ROD 24" MIN. ro o w SURFACE RESTORATION \' ��/,/��� EMBEDMENT. FOR NUMBER AND o J PAVEMENT (SEE SPECIFICATIONS) DIAMETER, SEE TABLE cn REPLACEMENT CONCRETE ANCHOR BLOCK °' w (SEE DETAIL) FINISHED GRADE UNDISTURBED MATERIAL (VOLUME AS NOTED IN TABLE) � 0 o z Table Of Dimensions NO. AND SIZE OF For Anchor Blocks THREADED RODS .',pb�►�.�����d� BEND SIZE Volume NO. DIAM. . TRENCH WIDTH Z 6 —22.5 0.6 C.Y. XX 1/2- ►� ,`° °. �� , (4 MIN.) » 6 —45 1.0 C.Y. XX 1/2 a y c COMPACTED CLASS B 8 —22.5' 1.0 C.Y. XX 1 2 BACKFiLL » 8 -45 1.8 C.Y. XX 3/4 F►rylgIV I " COMPACTED SELECT r �E BACKFILL 0° ANCHOR BLOCK DETAIL a WATER MAIN N.T.S. W >- 6" MIN. CLEARANCE 0 2 MAX. CLEARANCE TO ROCK TO UNDISTURBED z IZ EARTH ROCK F— m Z z W ,WATER MAIN TRENCH DETAIL J N.T.S. NUMBER OF TIE RODS m Cn AND DIAMETER ,Q o AS SHOWN IN TABLE = p Z CL TIE BOLTS SHALL HAVE < 3 m (0 THREADS OF ADEQUATE N U LENGTH TO ALLOW NUTS ON 2 m Z z p BEARING AREA BOTH SIDES OF GLAND a s Q m N ��_ AS SHOWN IN m 0. 0 TABLE (TYP) 2 NUTS PER BOLT N o v) TIE BOLTS (SAME DIAM. z w N Q .. . • � AS TIE RODS a a �— 1•_6. p a ~ W C) o MIN. 0 Cn c, Z CAP DETAIL I O - 0 ETAIL PLUG SIMILARI DETAIL TEE D TABLE OF TIE RODS i PLAN VIEW (SECTION VIEW) (PLAN 'VIEW) 0 Cn PIPE 71E ROD D y w � SIZE NO. DIA. CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE < Q TABLE OF » » � cai FEET AGAINST UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS 6 2 1/2 SIZE OF MAIN 90' BENDS, TEES, 45' BENDS 22-1/2• BENDS 11-1/4' BENDS CAPS AND PLUGS AND WYES 8" 2 5/8" Z F- 8~ xx xx xx xx 0 0 U � JOINT RESTRAINT DETAIL z o 1. ALL WATER MAIN FITTINGS SHALL HAVE CONCRETE BACKING FOR THRUST RESTRAINT UNLESS"OTHERWISE SPECIFIED. N.T.S. a O 2. CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF NOTES: CONCRETE ON THE FITTING JOINTS CONCRETE THRUST RESTRAINT O I NGS O N.T.S. C; z w J SHEET 10 OFXX 0, / EXIST. W009 SHINGL BLDG. / — ' M P 123 � � �� � f w I / 0w POLE z n rn EXI T. PRE-ENGINEERED a .S ME AL BLDG. MAINTENANCE GARAG I p o / Z w � W � COMMUNICATIONS r UP --- ( CONNECTION AT CURRENT LANDFILL OFFICE I LLJ F i a 1 I i s I 12 s, l �cF �° .2- w l I ( — LE SALT SHED " / _ ..._ • - _ - --C RIC LINE ' I _ l I _ . 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A-IA AND A-2A z �i 11oA 11OB 24"X24" • (8) 24"X24" ( • 17 (LOCKERS 1 CORRIDOR LOCKERS CPT QT I � w X 115 3'-0" EX 5 � � } � II 111 ( ( I W O Q m � •.t I _ Id z Z 0 Q 0 0 b FOREMAN p J Q J M i 0 --- Q o0 111 f 4'-0" an d m N � O f I SECURED '� ACTIVE I ARCHIVE I G. o a. STORAGE STORAGE STORAGEIL a O I CPT 112 1 113 114 UNE OF 11•-0w CANOPY ABOVE Z~ N Z •- - -0" 14'-10 1/2- CONCRETE a Q 'Zo ) oEPREss I m ce SLAB FOR QUARRY QTT �,,, a o �- 71LE THIS AREA w Z = - _ o o D o � o EX 4 O ..•II CANCF OPY ABOVE ♦ p p J qc— L _ J N Ir-0 711r r-'r '-6 3'-4" 3'-4" 5'-6" 3'-4" 5'-6" 3'-4" 3'-4" 6'-8" I,J Q id e Z J PLAN FIRST FLOOR PLAN - ALTERNATE 1 Cc PLAN 1/ _ - � o PROGRESS MARCH 29 , 2007C5 w � SHEET X OF X i : G*7 O II b III o I z 3 4 Q(�o � m I' z. III (� a 23'-0" � o W I� o LINE OF 18' 10` CANOPY ABOVE IV-or 18' 10" I r —————— ------- 58' 0" IO 01 Q -4" 1•-� 3'-4" 3'-6" 4'OF V -�0" 3'-4' 1•-� 3'-4" 0 .m OF 40 0 I o . I EX 1 ( a W I ADMIN 1' ` '- • �- 1os 2 11 2 1/2' �-I 18'-0 > IW-10 711r D CONCRETE VESTIBULE .,i. a00 SLAB IN VESTIBULE 100 L°L__J N �! 1 • AND METAL IECEPnoN 101 FOR 0 I G.C.G ' 1 2" 100 m C TO RELOCATE INSTALLATION OF QUARRY O X 'b EXISTING SAFE ._ I TILE I Mb •I X (4'W X 3b X 6 1"H) w COUNTER AT 40" X n . z --- OPEN SHELVING ..- ELVING c.� CLOS ` ABOVE FINISHED FLOOR 6 O" i L BELOW COUNTER A m z �I Q109A I X X w •�' I INN p 4-g ACCESSIBLE COUNTER �• x " a Z m r 0 X I AFLO R ABOVE FINISHED / I � ' I I , o •- - ---- N 109A X RECEPTION ' tij 109 ct_os. [QT lol 102 � I � � � � I " � 0 w II I LUNCHROOM a 101 l03 I m � w II III L _ I 3'-O" gyp' PUBLIC • AD0-91 CPT '- TOILET ROOM REFRI EX 2 I Z•f GERATOR - CORRIDOR 102 (N.LC. I o w 107 CPT .i I • � X 103 •- VCT X x 1038 X 103A I o B - _ _ TL— - - _ O O z 105 JANITOR CLOSET I • 110 x 1 WOME S 0 0 0 103E 103A a ,� o . I LOCKE •1 d11N. • 1•! R00 I I •I ( '�' 106 , SUPERVISOR 1 • 3' 3' 0` _ 5 0' • 110 I . I x I I 4-6 -0" I I 4-0" x I i � � x >� EN'S EX 3 ( • 4 1 � OCKER I :f 11 Og' o A-4 ROOM CPT— CPT CT, x / 1 2 3 4 105 ,- .- I na O S a pq 6 7 8 9 O a (3) 24"X24" X •,�. ---J X V-0�' LOCKERS M 4•-G„ m X ICI CLR I MECHANICAL -BENCH Y FOREMAN ROOM _ �j 111 CPT ( -- �FL r. 104 � U 0 u NE OF io 1 -FLOOR X • , DRAIN .� CANOPY ABOVE m X .� Z DEPRESS CONCRETE QT �I 1 \ 2 / 3 CLR W CUR 10 11 12 13 0 SLAB FOR QUARRY I x TILE Tins AREA Y C - - - m I 'bo I Ex 4 I (3) 24"X24" (8) 24"X24" 'Ir Ir z LOCKERS 9 d- uxlcERs — Q 3 LINE OF '•It I ( ( I ( N Q p CANOPY ABOVE p p I Q m J 0 L— -- —J co 2 = o Z o a a C- M N r 0 /B'� 3 4 m IL I a 0 F- u) �I z z W to Im Q .. J U- lm 3 U LL IY a o � z W 0 0 N U ' 3 o � PLAN FIRST FLOOR PLAN r - 0 i 1 � �I1 w J Q i U i � I I - Idccl i Q z p W z J i II I,,II PROGRESS � I III MARCH 292007Z 9 w I u SHEET X OF X _ I --- r i 9 -J .� o Q) lk 0 '. o W •a 6x6 P.T. WOOD a POST � Aa = U1 5/4"FIBER t C;8 0 6x6 P.T. WOOD CEMENT O 0 POST TRIM o D Z v w a� 5/4"FIBER W o CEMENT TRIM GALVANIZED POST ANCHOR/ 19'-2" SEE STRUCTURE DETAIL. E 6x6 POST (TYP) CONCRETE PAD - SEE STRUCTURAL SEE STRUCTURAL 1/4" a) o LO CO:, a Lo , 58'-0" 1/2„ 5 1/2„ 1/2,, �' o o 0 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" i d z 3'-8„ 3'-4" 3'-4„ 3'-4" 5'-6" 3'-4" 3'-4" 3'-8" 5'-2" 4'-8" 3''-4" 3'-4" 3'-4" 3'-8" E ° . , c °. ° Z3 r r t ° o „i CONCRETE co � 13 ® o ' SLA SEE STRUCTURE 1 DETAIL. � I 00 EX Y o °' i DETAIL -PORCH COLUMN. � a o VES rIBULE, — — / — ul w 0 ADMIN 1'-2" 11'-2 1/2" 00 �7'-4" �� �1 18'-6 1/2" 1 1 2 1 -0 Z 108 N �, o C c�' .I. WALL MOUNTING RAISED IRUBBER TILE 0 — J o, Lu FLOOR I `�' BRACKET FOR TV ;� " v G.C. TO RELOCATE 1 -2,. 100 / o m EXISTING SAFE 1 1 A 6 _I 1 (4'W X 3'D X 6'-1"H) A34 '' � 2 = -F COUNTER AT 40" 3 6'_p" o A-4 �I a �c CLOSE OPEN SHELVING ABOVE FINISHED FLOOR _I I a 109A 1 1 BELOW COUITEg ' 1 \ °° O ACCESSIBLE COUNTER /_ � 2, p,. W 00 6�_6 1L2J 1 AT 34 ABOVE FINISHED / o \ z 00 - FLORECEPTION `� �l ? w w 109A 1os 1 101 102 ,\ I �v / d r EFRIGERAT R m a ' A MIN CLOS. I 2 w II I ( .LC.) LUNCHROOM CL z 107 107A 101 - II N _ 6x6 POST ,(TYP) a o 1 L 103 d SEE STRUCTURAL a N I I 0 3,-p,, PUBLIC 2 M m TOILET ROOM Y 1 CORRIDOR 102 b U a CONCRETE PAD - r7 107 is-opt LO SEE STRUCTURAL L 103 RRF _ 1 3 5 103A 1 4'-0" r ` w I _ _ Q _ % _ — f 105 r aCT WOMEN'S 18 0 -a 0 c C LOCKER � MIN. � I CLOSETROOM z 103-A 106 I " „ ,, 0 o SUPERVISOR 4 I I 3 -0 3 -0 5 -0 110 1 I 4 — 0 w 11'-6 1/2" 4,_6„ O" 1 �h'���- 4'-0" 0 1 o3B �• WALL MOUNTING ,O \ A MEN'S JANITOR BRACKET FOR TV I �h 4 LOCKER 4 1038 z �n D _ B ROOM t° I RRF CT \ A 1 2 3 4 AC6 105 1 N U 106 A66 B 3 5 4 6 7 8 9 °� 111 3'-0" '-p" m W FOREMAN 4 - - - ACu y Cl / 1 . MIN CLR MIN BENCH Alu 3 i Y N 1 ,I. ��� o WALL MOUNTING _ _ _�J' FLO R� 0D 4 BRACKET FOR TV G�� D IN I \ o \ 00 MECHANICAL 1 00 _ _ 3'- " FLOOR ROOM _ 00 RAISED RUBBER MIN LR DRAI7 Ex 3 _1 TILE FLOOR 1 1 1 2 3 s CLR _, 1 11 -12 13 104 9 -5 M ,4 � d ' U I \ M �� NOTES Y z z� C� 1. EXISTING SAFE IS LOCATED IN =IY o 24"X24" 24"X24" � U� -i ON ( CURRENT LANDFILL OFFICE ON SITE. LOCKERS LOCKERS 2. CDORDINATE MINIMUM PLUMBING V) m Z PROVIDE BY TOWN A_4 PROVIDED BY TOWN/ CHASE SIZE WITH PLUMBING CONTRACTOR Q J Q INSTALLED BY GC INSTALLED BY GC (TYP) 4'-6 1/2 3'_4" 4'-10 3/8" 3'_4" a g m c J I m� a_ V caE--F- w O � m� o �m _o s O W O P Z � O , \ PLAN FIRST FLOOR PLAN i 1 /401 3 i SHEET \f N , , �. , n I ,. F u 0 0 0 0 , > > > x , x > �F • > I� .. N. iA I _ PROJECT . SITE r� Ak� , ara CIO 0 w 0 , 0 > r t „- O ,. : O o ... ' , Q . o LOCATION PLAN SCALE: 1"=200' i i Lv z ;x o , , o r T � 4 .a...c.,-f✓:. SHEET INDEXCn o 0 0 �. SHEET NO. DESCRIPTION & DESIGNATION o GENERAL O C_1 . . . . . . . . . . . . . . . . . . . . ` TITLE AND SHEET INDEX � O/ D C_2 . LEGEND AND GENERAL NOTES C_3 EXISTING CONDITIONS PLAN x o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / C_4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SITE LAYOUT AND PREPARATION PLAN Q . , 0 Q C_5 PLAN AND PROFILE ' ' ' ' C-6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION DETAILS . 0 Ln : o ` 0 9 o a 0 PAAY 02008 0 9 i � r �jH OF MAss r� a. iC L J. cep ', IPI o om son IVIL E N G I N E S , N C . (00V L L e /� 0 ESTABLISHED r 00 / a PALI I One Hundred Foxborough Boulevard, Foxborough, Massachusetts 02035 on VA 0 IF -j i w �j J I I t r I� v �iio " � GENERAL NOTES 0 2 �� GENERAL SYMBOLS f _ 1. TOPOGRAPHICAL INFORMATION BASED ON INFORMATION PROVIDED BY THE TOWN OF �"' ,� EXISTING PROPOSED BARNSTABLE TO 'WESTON & SAMPSON. v; a 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY w (5� CB 0 (CAR GI, LB) CB 0 CATCH BASIN (OR GUTTER INLET, OR LEACHING BASIN) ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS � w REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL04 G GI (CIS GICI) _R_ (OR GICI) CATCH BASIN (OR GUTTER INLET) WITH CURB INLET EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR O 2 CURB (OR BERM)-TYPE NOTED ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO rn , EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AsI~ m EDGE OF ROAD a EHH 0 EHH ELECTRIC HANDHOLE (NUMBER AS NOTED) 3. WHERE AIN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE Z w 0 E H 0 EMH ELECTRIC MANHOLE LOCATION(, (ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT W TH 0 TMH TELEPHONE MANHOLE � H 0 WMH WATER MANHOLE DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED TO THE ENGINEER FOR g RESOLU11i0N OF THE CONFLICT. " H 0 SMH SEWER MANHOLE " 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT 00 0 DMH 0 DMH DRAINAGE MANHOLE " OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER 0 w AT NO ADDITIONAL COST TO THE TOWN. ,- Q GG . GG GAS GATE WG . WG WATER GATE 5. AREAS OIUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S Q 0 cs CS CURB STOP OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT cz � .y HYDRANT THE CONTRACTOR'S EXPENSE. Q • E FA FIRE ALARM BOX w 6. ALL WORIK SHOWN ON THE PLANS AS BOLD SHALL REPRESENT PROPOSED WORK. THE TERM co 0 PM PARKING METER "PROPOSED (PROP)" INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, STREET LIGHT WHERE AIPPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET > WOODEN POLE (R&R) -o- t GUY POLE 7. ALL EXISTING STATE, COUNTY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES � o � -.---- D—- — p— DRAIN PIPE HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION , AND THEIR EXACT LOCATION ARE W _ - - _ _ S_ SEWER MAIN NOT GUAIRANTEED. W ELECTRIC .DUCT W ------ E — E 8. TREES AND SHRUBS WITHIN THE LIMITS OF WORK SHALL BE REMOVED ONLY UPON THE � Z _ G G— _ GAS MAIN APPROVAIL OF THE ENGINEER OR AS NOTED ON THE PLANS. m z WATER MAIN a w N � — TELEPHONE DUCT 9. THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, Q a- 11 T-�--�-- -- T— — SATURDA'YS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY 0 MB 0 MB MAIL BOX OF THE DIGSAFE PROJECT REFERENCE NUMBER(S)S SHALL BE GIVEN TO THE OWNER PRIOR TO m CD . ON. w a HIGHWAY GUARD (TYPE NOTED) EXCAVATI c, w 0 Q 10. VERTICAL DATUM BASED ON BENCHMARK PROVIDED BY THE TOWN OF BARNSTABLE AS SHOWN ON THE PLANS. A 0 K4H ,S8,CB 0 MHB,SB,CB HIGHWAY / PROPERTY BOUND (TYPE NOTED) m °' LABEL f DATA LABEL / DATE CITY OR TOWN OR COUNTY LAYOUT LINE 11. LIMIT OF WORK SHOWN ON PLANS REPRESENTS LIMITS OF NEW CONSTRUCTION ACTIVITY AND o Q ----�--- - — - - AVAILABLE STAGING AREAS. CONTRACTOR SHALL NOT PERFORM WORK OR STORE MATERIALS NAME CITY,TOWN OR COUNTY BOUNDARY OUTSIDE OF THESE LIMITS WITHOUT PERMISSION FROM THE TOWN AND ENGINEER. REFER TO SHEET C-4 & C-5 FOR LIMITS OF WORK. 41 �� �---- - -- STATE BOUNDARY 12. ALL EXISTING ROADWAYS SHALL REMAIN ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. _ BASE OR SURVEY LINE Ll o + 7. 9 N00'00'00"E CENTERLINE OF CONSTRUCTIION 13. ALL EXCESS SOIL FROM CONSTRUCTION ACTIVITIES SHALL BE STOCKPILED ON SITE FOR Z --- --- w G +57.59 DISPOSAL BY THE TOWN. z PC WHEELCHAIR RAMP (WCR) �SCTs LD 3 TREE (SIZE AND TYPE NOTED) g / - .._.,..,._.._..........«.. „„mod, Y SEE PLANS FENCE (SIZE AND TYPE NOTED) m EASEMENT LINE Q GATE VALVE -'sYU`J Ln M#•#•# MASSHIGHWAY STANDARD SPECIFICATION REFERENCE NUMBER N �- - m M Q - 0 ABBREVIATIONSa +1 -7) SIIlUTIES AUGNMENT/GRADING GENERAL Y i P U o PI POINT OF INTEIRSEC71ON a PROP. PROPOSED PC POINT OF CURVATURE a m m GICI GUTTER INLET W CURB INLET ADJ. ADJUST m Z / PT POINT OF TANGENCY a (n o A CBCI CATCH BASIN W/ CURB INLET PRC POINT OF REVERSE CURVATURE BIT. CONC. BITUMINOUS CONCRETE cnLij i CL CB CATCH BASIN PCC POINT OF COMIPOUND CURVATURE CEM. CONC. CEMENT CONCRETE 0 C.I.T. CHANGE I PVI POINT OF VERTICAL INTERSECTION w m Q F&G FRAME AND GRATE BASELINE ? Y Q Z Q F&C FRAME AND COVER PVC POINT OF VERTICAL CURVATURE N.T.S. NOT TO SCALE = 0 3 J PVT POINT OF VER MCAL TANGENCY B.M. BENCH MARK N 3 cn Q °' RCP REINFORCED CONCRETE PIPE Q J 3 ,� CI CURB INLET ELEV. ELEVATION ABAN. ABANDON m Ld z c° CC CENTER OF CUIRVE D �n z o H.P. HIGH POINT Lu 0 CIP CAST IRON PIPE MB MAIL BOX •a o N d CMP CORRUGATED METAL PIPE m O 0 L.P. LOW POINT GRAN. CURB GRANITE CURB a F I 3 DI DUCTILE IRON PIPE � � R RADIUS OF CUIRVATURE EXIST.(OR EX.) EXISTING w z 0 GI GUTTER INLET STA STATION a Z FDN. FOUNDATION m 9 Q U ACCM PIPE ASPHALT COATED S.S.D. a STOPPING SIGHT DISTANCE F.L. OR FLOW LINE o w m o _U CORRUGATED METAL PIPE Ccl HYD HYDRANT It PROPERTY LINE o z INV. ELEV. INVERT ELEVATION PVMT PAVEMENT 0 z M o UP UTILITY POLE In W z P.W.W. PAVED WATERWAY J d SMH SEWER MANHOLE cn RC REINFORCED CONCRETE 3 Q i WG WATER GATE o 0 DS DOWN SPOUT M.H.B. MASSACHUSETTS o 0 z HDPE HIGH DENSITY POLYETHYLENE PIPE HIGHWAY BOUND cn w C> RCP REINFORCED CONCRETE PIPE REM. REMOVE o w %loCD, DMH DRAIN MANHOLE REMOD. REMODEL o N LB LEACHING BASIN RET. RETAIN Q 0 � CI CAST IRON U Q R.O.W. RIGHT- OF- WAY R.R. RAILROAD i R&R REMOVE AND RESET pq R&S REMOVE AND STACK SB STONE BOUND G o _ Z N.I.C. NOT IN CONTRACT w Q WCR WHEELCHAIR RAMP W J SHEET 2 of 6 0 w .S IF ME NO a w° r Q�31 As ,r rg .." W Co ° 0 / ui Q \\-WOOD SHINV;-ED < BLDG. 12 u-) / N Q w ���yiy H '""' o 4 J / RIET. ALL - up d cu PR NCINEERE[ /Cu o ME L t�LI� II�3TEN�,i��CE k Cl GARAGE w LLJ ✓ COMMIIJN'ICATION m w 3 ; CONNEC:TIC N T CURRENT C- P LANDFILL OFFICE Q Q t EL V) L, ' m U o �` CB c� n o m SPLICE +, r' , ISO � - O c� w c� N v SALT SHED �..-�-� .a. -- PLICE ox Z w a t � OFFIJ IE:�Tr,, lD 66 9a � a� CB , J p / U CE3/ h� ,4 uVO'J _---w 1' Yam,-. w' ;.._ ^-. tp a -•4q "" ^I W . , - cn j Cl. C(- C f \ < °' Q i F Y .,w O - 13 CAPPED LANDFILL _j _J o Z A ! N Za. p — �' J J -7 Q _ CE > Y Q p U to Z U v Q � 3 O o L` i I D Lo r' Wa — moN N J C 0 0 � w z V Q >, m a a a a a 1h m Z F- b 00. z d a ~ F LL_ O ' o a _ 3 b f}- a X IL /" O N � d °✓ 15 -> / .'°,.� d'. , ,.` ,- CB/DH NOTES 3 Q Q f �" "` ,. �_ °° 1. TOPOGRAPHICAL SURVEY PROVIDED BY THE �, O° ''� / - ` , '� _ - TOWN OF BARNSTABLE. z a CD o W N ✓✓ f f f p GRAPHIC SCALE Q U 60 30 0 30 60 120 LL. l �'� ;, , ' ( IN FEET ) o _ I �. �, 1 inch 30 ft. Q , O J ✓f (✓ f LLJ SHEET 3 of 6 r,� J r' • Cu q WOOD SHINGLED � RE BLDG. uj © 2 _ R T. ,ALL UP � ra PR NGINEEREI o E L BLDG. MAINTENANCE GARAGE P ` COMMUNICATIONS AT CURRENT Co o UP LANDFILL OFFICE N � Q CB 41 BE CHMARK s. CONCRETE BOUND D BY SPLICE4 I r , TOWN OF BARNSTABL \ C > ELEV.=72.2.8' - y o PLIE `,.., SALT HEM �. — x w Z - �,, CB t; eti x •A a w S• o � ao o Ca z N S83'14'W O ph• , w 98.7 • Co 4 _ 0 f Co "�- --_.._ w J j x� As, + .. N o Q w i �L M s� •A pc1 �4�• NAM -----.. ,J J — O ° 59 CB APPRO OMITS OF 'Oa, �' 3;45,12,-f— , _ 161 d WASTEWA R DISPOSAL '`' - 11 SYSTEM. SEE SHE C-5 -C-6 \ , 11 � 4 �--•. •'" � `�n � 11 r I TTS CAPPER LANDFILL X� '' i� ICE �� 4.�. . `` ,,:-�. ._ ,.: . -�.._ 1 r— 1 11 1 „— / .. •asp,-.. u . ,�.,. 1 ; __. . .,. ;'... ,m._•. - - _ ... 1 1 11 11 . . ' - 'w�`,, _ / { .. l..+•�, d, ..w- r ...✓' (g � - 2� x 1 1 %L---i ` ` �1 ..y It / 1. !► ,,�. 1 )) i� ii el' ✓ j(Jfj J HYD ' o Z ' �� SUPPORT �4G� -'` BUILDING N .1 i / �� 11 / 11 m 7 . � � Ij i % \ ``\11 � 7 3 �'� BY OTHERS 1 ��/ fillILill •ems ii /ll �\ \ y�G� 1 11 / / , �� s 1( N - �{ \\ \\ �// .\\ \\ _- LIMIT OF RK °- o / AND ST'AGif�IG lttt � a. 11 . Eq Q J g / / , AR, _ Cn lool ,�''` \ m m � W o y, Mw Q_ m F r N � 0 cur '' \`\,�''' L� Q a. m 3 / f NOTES w Z ,I -- 1. SEE GENERAL NOTES ON SHEET C-2. 0 � ; ' e `~� 2. SUPPORT BUILDING, PARKING AREAS, AND ACCESS ROADS SHOWN DASHED WILL " a O BE COMPLETED BY OTHERS. � Q 3. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING cn__ ..�•' ,y. ABL SHING BASE LINES AND ELEVATIONS. J _ CONTRACTOR SHALL STAKE THE FOUR CORNERS OF THE BUILDING TO BE BUILT w Cn BY OTHERS), THE SEPTIC TANK, AND THE DISTRIBUTION BOX AND HAVE ( W 3 a �a LOCATIONS APPROVED BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 3 Q A / •. Q SEE SHEET C-5' FOR FIELD AND TANK LOCATIONS. c (n N 4. PROTECT WORK AREAS FROM PUBLIC WITH TEMPORARY CONSTRUCTION FENCE AS NECESSARY TO SEGREGATE WORK FROM PUBLIC. ch o �d Z CD � PAP' ` \ --- o N __- GRAPHIC SCALE v 60 30 0 30 60 120 PP IN FEET 1 inch = 30 ft. Q J ~ �`` ... ,.. . -- `�•.. '�, �,.. SHEET 4 of 6 tip o 0 XZ 4» ERFORATED SDR "� 82 82 3 PVC DISTRIBUTION PIPE (TYP. OF 3) 21.•., o �1 �O LEA C ING TRENCH(PRt �- W 2f L 2'W X 'D 0 2 rn 78 - 78 TYP. F 3) �V - I~ w (SEE ETAIL SHE C-6 •S WASHED STONE FILTER FABRIC lb 4" PERFORATED SDR 35 PVC P CAST 74 - 74 DISTRIBUTION BOX EXISTING/PROPOSED GRADE PRECAST CONCRETE..�.-.--� � 0 SEPTIC SYSTEM RISER TO GRAD •Os, SUPPORT -- EE-fl"ETAIL SHEET C- ) x r cs• LIMIT OF WOK o BUILDING 4» SCH 40 PVC D AGING w (BY OTHERS) �9 �9 r 1 70 70 �� RESERVE AREA AREA Li o - LEACHING TRENCH o > w 40 BUILDING SEWER / �� x�A ;%;; ;.� 28'L X 2'W X 2'D ,'' % • (BY OTHERS) _ A o- .• -• ; P. of 3 --- _ .............. ..., EL-67.45 1,500 GALLON 'TWO O ,• ; ,• � ) EL-66 95 BEG , 4 5=0.02 FT - .) COMPARTMENT PRECAST `. W EL=66 81 END) SEPTIC TANK SEED �,� _2 66 a 0 a o o p 66 TOP OF STONE BOTTOM OF TRENCH - - - c 4 EL=62.92 EL=64.81 » :..BUILDING SEW - � '" - — — -- OF 3 TRENCHES) 62 62 ( S) 4" SCH 40 PV INSPECTION PORT o -. WASHED CRUSHED STONE - A, / �� L=10 FT SEE DETAIL SHEET C-6 / PRECAST DISTRIBUTION BOX INV.(IN)=67.30 Lli w INV.(OUT)-67.13 ESTIMATED - / L z 1,500 GALLON (SEE DETAIL, SHEET C-6) HIGH GROUNDWATER �� SUPPORT / 58 TWO GOMPARTMENT Elz;-59.50 58 BUILDING I / a PRECAST SEPTIC TANK 6» LAYER EST. AT BOTTOM OF TEST PIT �'� (B Y OTHERS) / Q Q INV. IN)=67.67 CRUSHED STONE (TYP.) z y o INV.�OUT)_67.50 (SEE DETAIL, SHEET C-6) ` in s / m 54 54 / " / o SEPTIC SYSTEM PROFILE Q SCALE: 1»=20 HORIZONTAL / 1 =4 VERTICAL 1. DOUBLE WASHED STONE SHALL BE FREE w. o- OF IRON, FINES, AND DUST IN ACCORDANCE V WITH 310 CMR 15.247. 2. FILL PLACEMENT WILL BE IN ACCORDANCE z WITH 310 CMR 15.255(6). / 5 --- / �rTs 11000, 10000, CB/DH 1 i 00 r r 7 O.. d Q r m GRAPHIC SCALE N 40 20 0 20 40 80 J !n m Z o z o ( IN FEET ) a L. 1 inch 20 ft. w m U o (n N Ld 0 Q3 Q U N 0 M PLAN � m 3 zw M to � o SCALE: 1»=20' w�'a w o N SOILS EVALUATION GROUNDWATER DETERMINATION NOTES: Q o � Z � 3 DESIGN CRITERIA — PRIMARY AREA LEACHING TRENCH DESIGN RESERVE AREA CONDUCTED BY: COREY REPUCCI, WESTON & SAMPSON OBSERVATION OF ACTUAL WATER TABLE DURING TIMES N Z Fi Q COMMERCIAL - OFFICE BUILDING 240 GPD _ (CERTIFIED SUMMER 2006) a OF ANNUAL HIGH WATER TABLE (310 CMR 15.103.3A) 1. SYSTEM NOT DESIGNED FOR DOMESTIC GARBAGE GRINDER. w z 75 GPD PER 1000 SF (200 GPD MINIMUM) 0.74 GPD/SF 325 SF (REQUIRED) OBSERVED BY: DON DESMARAIS, BARNSTABLE BOH a Z En DURING TEST PIT NO REDOXIMORPHIC FEATURES OR 2 LOCATION OF SAS IS GREATER THAN 100' FROM THE CLOSEST BORDERING VEGETATED WETLANDS. m S < EFFECTIVE LEACHING AREA COMPLETION DATE: APRIL 4, 2007 STANDING GROUND WATER WAS OBSERVED. HIGH • o a m ,�J z THREE TRENCHES AT: LOCATION OF SAS IS GREATER THAN 400' FROM THE CLOSEST PUBLIC DRINKING WATER SUPPLY. w PROPOSED SUPPORT BUILDING = 3190 SF (58 X 55) GROUNDWATER ELEVATION TAKEN AS BOTTOM OF o N 3190 SF X 75 GPD / 1000 SF = 239.25 GPD 28 LONG X 2 WIDE X 2 DEEP TEST PIT 1 GROUND ELEVATION=70.5 TEST PIT (11.0 FEET BELOW GRADE). LOCATION OF SAS IS GREATER THAN 150' FROM THE CLOSEST PRIVATE DRINKING WATER WELL. o w n' DEPTH(INCHES) HORIZON, COLOR, TEXTURE, MOTTLING & NOTES O a USE DESIGN FLOW OF 240 GPD 0-10 A 10YR 3/1 FINE SANDY LOAM 3. CONTRACTOR TO PLACE TEMPORARY BENCHMARK WITHIN 50-75 OF THE SYSTEM AT TIME OF ? O 11 lr_ DESIGN PERCOLATION RATE (PT-1) C1 MIN./INCH SEPTIC TANK DESIGN 10-22 6 10YR 4//3, SANDY LOAM CONSTRUCTION. Cn N DESIGN FLOW.. 240 GPD 22-34 Cl 10YR 6/6, GRAVELLY, MEDIUM TO COARSE SAND cn DESIGN SOIL CLASSIFICATION CLASS I 34-87 C2 10YR 6�/6, VERY GRAVELLY COARSE SAND 4. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING LOCATION OF WASTEWATER DISPOSAL SYSTEM. 240 GPD X 200% = 480 GALLONS (1,500 GAL MINIMUM) 87-132 C3 10YR 7//4, FINE SAND C w N EFFLUENT LOADING RATE 0.74 GPD/SF IF AN ALTERNATE SEPTIC TANK SIZE OR DISTRIBUTION BOX IS USED. LOCATION SHALL BE APPROVED a Q Q BY THE ENGINEER PRIOR TO CONSTRUCTION. PARENT MATERIAL: OUTWASH 3 cUn DEPTH TO BEDROCK: > 11 FEET 5. AT END OF PROJECT, CONTRACTOR SHALL STAKE LIMITS OF FIELD, DISTRIBUTION BOX, AND TANK � v PIPE LOADING CALCULATION EST. SEASONAL HIGH G.W. >11 FEET (EL<59.50) O F STANDING WATER: NONE USING STAKES AND FLAGS. N a- w (REF UNI-BELL HANDBOOK OF PVC "PIPE) WEEPING WATER: NONE in 22 PERC RATE: <2 MIN./INCH (24 GALLONS of H2O IN < 15 MINUTES o DESIGN CRITERIA — RESERVE AREA FOR H2O LOADING AND 1' of COVER: ) Z TOTAL LIVE+DEAD LOAD = 1,600 PSF = 11.1 PSI TEST PIT 2 GROUND ELEVATION=70.5 0 DESIGN FLOW 240 GPD (FIG. 11. PG. 134) a DESIGN PERCOLATION RATE (PT-2) C2 MIN./INCH DEPTH(INCHES) HORIZON, COLOR, TEXTURE, MOTTLING & NOTES LEGEND FOR H2O LOADING, 1 COVER, HIGHWAY CONDITIONS: DESIGN SOIL CLASSIFICATION CLASS I IMPACT FACTOR = •1.5 0-20 FILL TP-1 M DEEP OBSERVATION HOLE 20-23 B 1OYR 4//3, SANDY LOAM E EFFLUENT LOADING RATE 0.74 GPD/SF (TABLE 21) 23-30 Cl 10YR 6/#6, GRAVELLY MEDIUM TO COARSE SAND PT-1 O PERCOLATION TEST 30-74 C2 10YR 6//4, GRAVELLY COARSE SAND GROUNDWATER SEPARATION LEACHING TRENCH DESIGN — PRIMARY AREA SAFETY FACTOR = 1.5 87-132 C31oYR 7�/4, FINE sAND �---- -- EXISTING CONTOUR PIPE STRESS = (11.1 PSI)(1.5)(1.5) = 250 PSI BOTTOM OF TRENCH ELEV. 64.81 240 GPD PROPOSED CONTOUR 0.74 GPD/SF = 325 SF (REQUIRED) ALLOWABLE PIPE STRESS: DEPTH TO BEDROCK: > II FEET ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION 59.50 ` EXISTING TREELINE G zz EFFECTIVE LEACHING AREA SDR 35 = 46 PSI > 25.0 PSI => OK EST. SEASONAL HIGH G.W.: >11 FEET (EL<59.50) �1 PROPOSED TREELINE w E THREE TRENCHES AT: 336 SF (PROVIDED) 2 325 SF (TABLE 24) STANDING WATER: NONE SEPARATION REQUIRED 5.0 FT 28' LONG X 2 WIDE X 2 DEEP WEEPING WATER: NONE SEPARATION PROVIDED > 5.31 FT ,- i PERC. RATE: <2 MIN./INCH (24 GALLONS OF H2O IN < 15 MINUTES) SHEET 5 of 6 ----- -- -- — -- ..:. — - T r ------- --' - - ..^ems. w.'•—'�."/t,.....+J'?'` __._ : x .. .,�aa: ,. -.� © o s" (TYP.) s (�) NCO a E N w STAINLESS o ORDINARY BORROW � Cal STEEL � STEEL STRAP W �� � PIPE SECTION ? m .ar Ad6 - « 24 OPENING (TYP) 4" FLEXIBLE EXPANDED 12 (MIN.)-, III=1 I I=1 I I I I ( 2 o ABOVE COUPLING (TYP) STAINLESS _ 0 _ = _ W STEEL RING 2" (MIN.) RUBBER SLEEVE :; : .:...:::: ; :: FILTER FABRIC "B" e o PRECAST CONCRETE 2" MIN. 1/8"-1/2" o TANK OR MANHOLE 2'-0" `" Z0000000000006L 0 0- DOUBLE WASHED STONE `6 o 12" MIN. « " o < 3/4 TO 1 1/2 DOUBLE PIPE SEAL DETAIL WASHED STONE TYP RUBBER BOOT 4 PERFORATED SDR '35 PVC (TYP) N.T.S. DISTRIBUTTION PIPE (TYP) 20_0" 2- w SEE SITE PLAN FOR LOCATION 0 NOTE: > 11,_p» FINAL EXCAVATION LIMITS TO BE N - --- --- - - _- DETERMINED IN FIELD BY ENGINEER. -- FLEXIBLE COUPLING _ WITH CAP PLAN . o LEACHING TRENCH DETAIL L w Z N.T.S. T � NOTE: m ui ADJUST TO `FINISHED GRADE MORTAR ALL AROUND (TYP) -1. ALL EXCESS SOIL FROM TRENCH EXCAVATION SHALL BE STOCKPILED Q Q WITH BRICKS 2 COURSES MIN., 24" WATERTIGHT FRAME FINISHED GRADE ON SITE FOR DISPOSAL BY THE TOWN. w o 4 COURSES MAX. WITH 3/8" AND COVER ` TYP. MORTAR JOINTS, BED FRAME m (TYP.) v � � w IN 3/8 MIN. FULL MORTAR FINISHED GRADE EL.=70.00f 4 SCH 40 'PVC OUTLET PIPE -♦— 4« SCREW CAP 0 BED (TYP) INV.=67.50 /\/\/� o \i\%: 9" . MIN. L Q » 6 2" 12» a� w — TO DISTRIBUTION BOX 16" I ( - 18" cn w 4" SCH 80 PVC gg« MIN. o N Q z 4" OUTLET PIPE 4" SCH 40 PVC r. I I AND TEE WITH INLET PIPE AND 6" BAFFLE WALL U CORROSION TEE INV.=67.67 s J RESISTANT GAS 41- BAFFLE -I In- - �-3/4" TO 1 1/2" WASHED 0 W cn � A _ .., � ., CRUSHED STONE, FREE OF FINES (TYP) FINISHED GRADE-- .. . . . .. . . . . . J (4)-6" DIA.. HOLES x ... _ TRACER TAPE ? :: _ : : : : ::; : 4" SCH,80 PERFORATED PVC 0� PP /.; } r - - -- I _ . . . . -� -310 CMR 15.255 OR SAND FILL PER _ NATURALLY OCCURRING SOIL . . . . .. .. . . . . . . UNDISTURBED MATERIAL --•=�� --�— ORDINARY BORROW (n \ \ TRENCH WIDTH W m 1,500 GALLON 11W0 COM PAR E T y/\, O SEPTIC TANK INSPECTION PORT DETAIL !\\ =� N.T.S. %�� W 2 W 2 =1I I- a- , I1= a j�I 2 r LJ �o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 =11 m „ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y TOP OF STONE 1 p'_p» EL.=62.92 I- NO ROCK OR UNEXCAVATED in UNDISTURBED MATERIAL 6" LAYER CRUSHED WOOD SHEETING,' 'IF USED, SHALL MATERIALS SHALL PROJECT a z STONE (TYP) BE LEFT IN PLACE AND CUT 1'-0" BEYOND THIS LINE c m v SECTION BELOW FINISHED GRADE a. cocn -III o � COMPACTED GRAVEL BORROW J ,- v 1 ,500 GALLON PRECAST SEPTIC TANK TWO COMPARTMENT 1 PIPE _- N Y N.T.S. o, popor _ Ir 3 Q o 0 p� in ] � )41 0 3/4" CRUSHED STONE ¢ 3 W u — WATERTIGHT FRAME AND COVER D�°o° : o° —� N v a o Mo ID 3/4 CRUSHED STONE �� a0 C co �o �.I 11= Q m 3 a ^ln (1 %� � �- . II � a L0 Z m 04 O0 VATH - LOADING O C O r i U 71 0 � 0 24 PRECAST CONCRETE N SEPTIC TANK NOTES: RISER TO GRADE31: » UNDISTURBED SUBGRADE F 5 DIA OPENING z " LIMITS OF EXCAVATION z w z 1. CONCRETE: 5,000 PSI AFTER 28 DAYS. 24 I I » & BACKFILL THREE, 5 DIA INLETS H1ALF SECTION HALF SECTION Q 2. TANK AND COVERS TO MEET AASHTO H-20 LOADING. 3" MIN LIMITS OF EXCAVATION ao Q IN EARTH IN ROCK Q m af 3. KEYED JOINT TO BE SEALED WITH BUTYL RUBBER. i --- c Ix Z BEER. � rl � � 0 0 4. PRECAST CONCRETE SEPTIC TANK SHALL MEET 15" I�I iv I I I I DEPTH TO DIAMETER MAXIMUM TRENCH WIDTH BELOW o a O REQUIREMENTS OF 310 CMR 15.223 THROUGH 9"A 8» I I i I INVERT OF PIPE LINE OF NARROW TRENCH LIMIT ~ D o 15.228. 6 U I FIVE, 5" DIA.I I I (DP) (SHEETED CW,NSHEETED) to i oQopo opopop popopo ° ov w 5. INLET AND OUTLET TEE'S TO EXTEND BELOW LIQUID o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " o�0�0�o I 0U11-E1'S ( I I " " a J N LEVEL IN ACCORDANCE WITH 310 CMR 15.227. 2 MIN - _-----LJ-_-J 0-12 T0� 4 5 -0 3 a 6" (3/4") CRUSHED N 0 6. SEPTIC TANK TEES SHALL EXTEND A MINIMUM OF OUTLETS DIA. STONE I„ 30 1/2" �� o s ABOVE THE FLOW LINE. C END VIEW TOP VIEW SEWER TRENCH DETAIL � 3 N.T.S. 7. ALL SEPTIC TANK MANHOLE FRAMES AND COVERS NOTES: o � SHALL BE ADJUSTED TO FINISHED GRADE AS 1. DISTRIBUTION BOX SHALL BE PLACED ON A MINIMUM 6" CRUSHED STONE BASE. Z '= DETAILED ABOVE. FIBER REINFORCED PRECAST NOTE: o 3 CONCRETE MANHOLE DONUTS SHALL BE USED 2. UNUSED OUTLETS TO BE PLUGGED WITH GROUT. 1. ALL EXCESS SOIL FROM TRENCH EXCAVATION SHALL BE STOCKPILED CL TO ADJUST MANHOLE FRAMES TO GRADE WHEN 3. OUTLET LINES FROM THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL FOR THE FIRST TWO FEET. ON SITE FOR DISPOSAL BY THE TOWN. N THE. USE OF BRICKS EXCEEDS ONE VERTICAL FOOT. 4. CONCRETE: 5000 PSI AFTER 28 DAYS. O 8. ALL EXCESS SOIL FROM TANK EXCAVATION SHALL BE STOCKPILED 5. DISTRIBUTION BOX TO MEET H-20 LOADING. It ON SITE FOR DISPOSAL BY THE TOWN. 6. KEYED JOINT TO BE SEALED AMTH BUM RUBBER. o 7. ALL EXCESS SOIL FROM DISTRIBUTION BOX EXCAVATION SHALL BE STOCKPILED o ON SITE FOR DISPOSAL BY THE TOWN. G Z w a TI J N PRECAST DISTRIBUON BOX WITH BAFFLE DETAIL L SH EET 6 of 6 • f i