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Miscellaneous - 250 CLARK STREET 4/30/2018 (4)
PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 11/5/2013 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair and Construction of an On -Site Sewage Disposal System By: Timothy Willey The Issuance of this cerrttii c ele Granf c Public Health Agent At: 250 Clark Street Map 75 Lot F North Andover, MA 01845 Qate shall not be construed as a guarantee that the system will function satisfactorily. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com PUBLIC HEALTH DEPARTMENT (ommunity Development Division !9 IV E® TOWN OF NORTH ANDOVER HEALTH DEPARTMENT TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System .constructed; ( ) repaired; By: -Vi (-t o2 Ccs o t'SS Icy v C�1ca 1� C -►j Cotilp.3� (Print Name) Located at: 250 CL_hi - 4T91WT (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated '-. ` a u 13 and last revised on 4' It LO 1 U 1'5 , with a design flow of 9-114 -1 gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: Z� r5 ('_J4A5 S And — Print Name Final Construction Inspection Date: r� res sQk�s And — Print Name Installer' signature) Engieer: ignature) r_"� w4q��' ��E' Engineer Representative (Signatu e) C CEngineer Representative (Si gnatur And — Print Name Date: VOIS Ll 13 OlVekS J f N -C &C& � And — Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com North Andover Health Department [ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 250 Clark Street MAP: 75 LOT: F INSTALLER: Timothy Willey DESIGNER: Williams & Sparages PLAN DATE: 4/16/13 BOH APPROVAL DATE ON PLAN: 4/18/13 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: 6/26/13 DATE OF FINAL CONSTRUCTION INSPECTION: 7/31/13 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Comments: SEPTIC TANK ® Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan X Bottom of tank hole has 6" stone base ® Weep hole plugged ® 3000 gallon tank has been installed H-20 loading ® 2 -piece tank construction ® Water tightness of tank has been achieved by vacuum testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to within 6" of finish grade installed over all (3) access ports ® Hydraulic cement around inlet & outlet Comments: Tank is 12 feet from corner of the building. PUMP CHAMBER X Bottom of tank hole has 6" stone base X Weep hole plugged X 1500 gallon Pump Chamber installed ® H-20 loading X Monolithic tank construction ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ® Steel hatch cover at final grade installed over pump access port ® Water tightness of tank has been achieved by Visual testing ® Hydraulic cement around inlet & outlet Comments: CONTROL PANEL Alarm & Pump are on separate circuits Alarm sounds when float is tripped ® Location of control panel: outside near manhole ❑ Alarm signal located inside: ??? Comments: DISTRIBUTION -BOX ® Installed on stable stone base ® H-20 D -Box ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM (General) X Bottom of SAS excavated down to C soil layer, as provided on plan X Size of SAS excavated as per plan 33' from bldg. X Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan ® Retaining wall (block) ❑ Final cover as per plan Comments: Bank sand not so great. Has sieve analysis lots of rocks. 34Wx55L SOIL ABSORPTION SYSTEM (Gravel -less Chambers) ® Brand and Model of Chamber: Cultec 100 ® Number of chambers per row: 6 ® Number of rows (trenches): 8 Comments: Total Chambers = 48 FINAL GRADE ❑ Loamed ❑ Seeded ❑ Cover per plan Comments: DOCUMENTS NEEDED ❑ Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer As -Built Plan BM = 135.71 HR = 5.01 HI = 140.72 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Sewer Manhole Inv 7.29 133.43 133.48 Septic Tank IN 6.98 133.39 133.27 Septic Tank OUT 7.23 133.14 133.02 Pump Chamber IN 7.40 132.97 132.98 2" Pump Chamber OUT 7.86 132.69 132.73 4" Distribution Box IN 2.97 137.40 137.35 Distribution Box OUT 3.15 137.22 137.18 Lateral 1 TOP 3.36 Lateral 1 INVERT 137.01 137.00 Lateral 2 TOP 3.36 Lateral 2 INVERT 137.01 137.00 Lateral 3 TOP 3.36 Lateral INVERT 137.01 137.00 Lateral 4 TOP 3.36 Lateral INVERT 137.01 137.00 Lateral 5 TOP 3.36 Lateral 5 INVERT 137.01 137.00 Lateral 6 TOP 3.36 Lateral INVERT 137.01 137.00 Lateral 6 TOP 3.36 Lateral 7 INVERT 137.01 137.00 Lateral 6 TOP 3.36 Lateral 7 INVERT 137.01 137.00 Lateral 8 TOP 3.36 Lateral 8 INVERT 137.01 137.00 Top of Chamber Bottom of Bed/Chamber 4.20 136.52 136.5 . f . CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other) Foundation 10 (5) 20 (10) ® Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Blackburn, Lisa From: Blackburn, Lisa Sent: Wednesday, October 30, 2013 3:23 PM To: Jill Mann (fill@mannpc.com) Cc: 'Sawyer, Susan' Subject: 250 Clark St. Attachments: Installation Certification.doc Hi Jill, I received the copies of the as built for 250 Clark St. We also need the attached form signed by Williams & Sparages and the installer (Timothy Wil.ley). We need you to return that to us with both signatures before we can issue the COC to the owner. Thank you. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone 978-688-9540 Fax 978-688-8476 Email Iblackburn@townofnorthandover.com Web www.TownofNorthAndover.com 1 Williams & Sparages 191 South Main Street, Suite 103 Middleton, MA Phone: 978-539-8088 Fax: 978-767-8579 To: North Andover Board of Health 1600 Osgood Street, Bldg 20, Unit 2035 North Andover, MA 01845 Transmittal Letter RECE1W6r 24, 2013 1 WILLIAMS OCT u 0 ?013 1'V�CCSPARAGES TOWN OF NORTH ANDOVER T u HEALTH DEPARTMENT 1 S Attention: Susan Sawyer, Health Director Re: #250 Clark Street Job Number: NAND -0020 3 10/23/13 11 Sheets [Septic As -built Plan - #250 Clark Street (includes one original stamp & signature) Q For Approval ❑ ❑ For Your Use ❑ ❑ As Requested ❑ Approved as Submitted ❑ Resubmit copies for approval Approved as Noted ❑ Submit [#] copies for distribution Returned for Corrections ❑ Return [#] corrected prints eae seri r'x'_ Revise and Resubmit/Work May Not Proceed E Fa�O. R BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN poi tri,irw rs Q Attached ❑ Under Separate Cover via: [Type text here] the following: ❑ Shop Drawings ❑ Prints 0 Plans ❑ Other: ❑ Copy of Letter ❑ Change Order ❑ Samples Si ❑ Total Quantity ❑ Reproducible ❑ Specification 3 10/23/13 11 Sheets [Septic As -built Plan - #250 Clark Street (includes one original stamp & signature) Q For Approval ❑ ❑ For Your Use ❑ ❑ As Requested ❑ Approved as Submitted ❑ Resubmit copies for approval Approved as Noted ❑ Submit [#] copies for distribution Returned for Corrections ❑ Return [#] corrected prints ❑ For Review and Comment ❑ Revise and Resubmit/Work May Not Proceed E Fa�O. R BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN poi tri,irw rs d� " ;h 1'� Dear Susan, Looks good out there ... we ran through the Town's check list.... everything should be on the plan. Thank you. r ;�; , _. Jill Mann Scott Stetson, KEYW Si Chris S crag .E. Sawyer, Susan From: tim340 <tim340@aol.com> Sent: Wednesday, August 07, 2013 9:03 PM To: Sawyer, Susan Subject: Flight Data Septic D -box Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. 1 Blackburn, Lisa From: Isaac Rowe <irowe@mill riverconsulting.com> Sent: Thursday, August 01, 2013 4:27 PM To: Blackburn, Lisa; 'Dan Ottenheimer'; 'Pam Lally' Cc: Sawyer, Susan; irowe@millriverconsulting.com Subject: RE: 250 Clark St. Attachments: 250 Clark Street - Final inspection.doc Susan/Lisa, Attached is the final inspection report for the above referenced property. spoke with Tim Willey and he will call your office when the pumps have power and everything is ready for inspection. Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street 1 Groucester, MA 01930-2719 Phone: (978) 282-0014 Fax: (978) 282-1318 irowe(cbmillriverconsulting.com www.millriverconsulting.com From: Blackburn, Lisa[ma i Ito: LBlackburn (atownofnortha ndover.com] Sent: Tuesday, July 30, 2013 3:41 PM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Sawyer, Susan Subject: 250 Clark St. Good Afternoon, Please call Timothy Wiley 508.328.7197 (installer) for inspection at 250 Clark St. Thank you. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone 978-688-9540 Fax 978-688-8476 Email Iblackburn@townofnorthandover.com Web www.TownofNorthAndover.com 04 1.00t" .11� �� 97 O � 9 w ��S�4CHUSt�+, Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. 2 _L\ ____ Commonwealth of Massachusetts official use Onjy Department of Fire Services Permit Na. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev_ 9/00' (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WOW' All work to be performed in accordance with the Massachusetts Electrical Code (MEC). 327 CMR 12.00 (PLEASE PRINT I7V INK OR TYPE ALL MFORMMOA9 Date• - 6z Z 13 City or Town af- -I-U To the .Inspector of ,Wires. By this application the undersigned gores notice ofhis or her intemion to perforin the electrical wo& described below. Location (Street &Plumber) CI A tt)C 5 f Owner or Tenant gkIla14I LAmharti rt Telephone No.. �j'78 Gg8.9s Owner's Address Snenr2 . Is this permit in conjunction with a building permit? Yes ._ -.1 ��1�� Date............................................ TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .. CA (N1.,P 5...... �. P�v� �G N �" ................................................................... has permission to perform .... ......... v whin in the buildin of _, 1 � G%` -'� t c..�............... g..................................................................................................... t... ......0::� L......�................ ee...... 55t ..... Lic. No A .. ...... Check # 6vo� 1163; .F.. North Andover, Mas . .. ....... .. ..... . ELECTRICAL INSPECTOR (Check Appropriate Boz) No. to m bejvahw4by the Ins ctoro urines or Total formers KVA. eratom A mergency g tie iTniis ALARMS N . ofZones or on d Initis ' D 'ces of Alantin¢ ..:rte nie,pai ❑ ounneciinr. • ❑ othe+' �p a o .Q o S Attach additional detail ifdes. , or as required by the Inspectar of Vlvw. Estimated Value of Electrical Work: hen Work to Start. r LL (W required by municipal policy_) Inspections to be requested in accordance with MEC Rule 10. and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof ofliability insurance including "completed operation" coverage or its substantial equivalent. The Undersigned certifies that such cav Qe is in force, and has exhibited proof of same to tate permit issuing office. CHECK ONE: INSURANCE [BOND ❑ OTHER I certify, trader ilia pains audpenaliies ofperlury, that the iaornration on tis appticattott is trice mid complete: FIRM NAME: ' #"G a = LIG No.:.�tFt33C. E, Licensee: , Signat (ljapplicable. enter erem�pt "in the license naniber line.) /� �_� LIC' No Address: f� Lt,�- . iia aigi4 ! Y Bus. Tel No.. 593Fc Security System Contractor License required for ifits work-, license Alt. Tel. No.: OWNER'S �SURANCE WAIVER: I am aware that the Li ens eee does not have ine liab t ty inesurance coverage normally required by law. By my signature below, I hereby waive this requirement I am the (check one) owner . ❑ owner's agent Owner/Agent Signature Telephone No. i �, Z Z A o0 r.......................................................................................................... 250 CLARK STREET...---•........................................................... Reference No: BHJ-2013-000036 Department: Permit No: BHP -2013-0742 ................................... North Andover BOARD OF HEALTH Fee Type: Account No: Septic Account Rev DWC-Full Repair PERMIT Receipt No: REC-2013-001602 F'aid gy:.................................................. .. Paid in Full On: Mon Jun 03,2013 CITY OF LAWRENCE AIRPORT COM .................................... : ......................................................................................... Received By: Check No: 16637 ................................... Lisa Blackburn •................................................................. ; DEPARTMENT'S COPY Amount: L......................................................... X250.00 .......-----•................ ................ .----.........................; Commonwealth of Massachusetts Map -Block -Lot 075.00000.F BOARD OF HEALTH ------------------ North Andover CERTIFICATE OF COMPLIANCE IS TO CERTIFY, That the In,Av<ual Sewage Disposal System/(Nair) by Timok,*V lley _ _ I -nstaller ---- ------- -- ------------------------------------ ------------------------------ a o 250 LARK STREE -------------- -------------------------------------------------------------------------------- - has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP -2013-074 Dated --June-03,-2013--------- ----------------------- ----------------------------------------- ------------------------ Printed On: Jun-03-2013BOARD OF HEALTH et'"E���s• , Commonwealth of Massachusetts Map -Block -Lot 075.00000.F BOARD OF HEALTH Permit No North Andover BHP -2013-0742 ----------------------- FEE $250.00 ---------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Timothy Willey --------- ------------------ to (Repair) an Individual Sewage Disposal System. -Rill (tpou'r at No 250 CLARK STREET{,,,,Copy -------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -2013-074 Dated June 03 2013 Issued On: Jun-03-2013 - ------------------------------- --------------------- -------------------------------_____-__ BOARD OF HEALTH 1 1 Application for Septic Disposal System Construction Permit -TOWN OF Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. m gra Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* []Repair or replace an existing on-site sewage disposal system* ❑ Repair or replace an existing system component — What? A. Facility Information 25D C<AGZI< Address or Lot # Ale &a /V MD o LAP, I' A. Cityrrown 2.- *TYPE OF SEPTIC SYSTEM*: Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** TODAY'S DATE $ 250.00 — Full Repair $125.00 - Component ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft ❑ Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information I tib` falva Name Address (if different from above) City/Town 3. Installer Information State Telephone Number Naf/ f� ine 1 Name of Co pany tcJ — d\3"CyI Address /2 G div✓ N�lh �l �/C) Cityrrown 4. Desianer Information r'a. w Iil pM s Name LVED JUN U 3 2013 Zip Code Al,/)D& "', too CA) y� State Zip Code Telephone Number (Cell Phone # if possible please) lo' /1&MJ W 5?lqrC5as Name of Company r( S aJ in !n,i d/ Address %' �Do la nor✓ "19 ©(r y f City/Town State Zip Code 9 78' 15 39 Fu S.R Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 Application for Septic Disposal Svstem .Construction Permit - TOWN OF TODAY'S DATE 'NORTH ANDOVER, MA 01845 $ 250.00 — Full Repair $125.00 - Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: ❑Residential Dwelling or Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore -described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been iss by this Board of Health. l/ � 3 e Date Application A .roved By: (Board of ealth Representative) Name/ Date Application Disappro d for the following reasons: For Office Use Only: 1. Fee Attached. 2. Project Manager Obligation Form Attached. I Pump S sv tem? If so, Attach cQuE ofElectrlcal Pem t 4. Foundation As Built. (new construction ronly). (Same scale as approved plan) S. Floor Plans? (hew construction only). Yes No Yes No Yes f No Yes No Yes No Application for Disposal System Construction Permit • Page 2 of 2 . . : SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: 2s0 claw*_ sl �'1 A %Yi s 5rA966 (Address of septic system) For plans by tY a '�- (Engineer) Relative to the application of �/Y1�i tiz 4 (Ji ; 11 _ . nstaller s name + And dated f / 2a (i ��n ate Dated j /-7 o s ate With revisions dated d el 20 rT (Las revised date) I understand the following obligations for management of this project: 1. As the installer, I am obligated to obtain all permits and Board of Health approved plans PAof to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Title 5 and the Board of Health Re tions may result in a $50.00 fine being levied against me and/ MY company a. Bottom of Bed — Generally, this is the first (18) inspection unless there is a retaining wall, which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection — Engineer must first do their inspection for elevations, ties, etc. As -built of verbal OK (or e-mail to: healthdept@townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade — Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the rand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank, D -Box, piper, stone, vent, pump chamber, retaining wall and other components. 6. As the installer_ I understand that I am solely responsible for the installation of the system as ger the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: �-�, - - (Today's Date) ame —Print) dame — Nirne North Andover Health Department Community Development Division April 18, 2013 Flight Landata Inc. a wholly-owned subsidiary of KeyW Corporation Attention: Scott Stetson 250 Clark Street North Andover, MA 01845 RE: Re: Subsurface Sewatze Disposal System Plan for 250 Clark Street (Map 75, Lot F) Dear Homeowners, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by Williams & Sparages LLC, dated February 26, 2013, last revised April 16, 2013, received on April 17, 2013. The design has been approved for use in the construction of on-site septic system designed for office/warehouse space at 994 gpd. This system is shared by two buildings. This plan is good for 3 -years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 2. There is an existing subsurface disposal system servicing the existing building. The tank shall be properly abandoned; either removed from site or crushed and filled with Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 250 Clark Street April 18, 2013 sand. If the abandoned field is to be removed from the site; it must be disposed of in a proper area per state rules. 3. Note that there shall be a benchmark set within 50 — 75 feet of the facility that shall not be disturbed during construction. 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincere, r' san Y. wyer HS/RS Public ealth ector cc: Williams & Sparages Attorney Jill Mann file Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 A 0 r - North Andover Health Department Community Development Division March 19, 2013 Chris Sparages, P.E. Williams & Sparages 191 South Main Street Middleton, MA 01949 Re: Subsurface Sewage Disposal System Plan for 250 Clark Street, Map 75, Lot F Dear Mr. Sparages: The proposed wastewater system design plan for the above site dated February 26, 2013 and received on March 14, 2013 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. Sheet 1 & Sheet 2 1. It is unclear on the site plan if property lines exist within or beyond the "Proposed lease area expansion". Please provide a note on the plan or use the locus map to indicate the property lines. Please provide names of abutters from the most recent tax map if needed (NA 3.2). 2. On sheet 1 of 4, the reserve area proposed (1792 so does not meet the area requirements (1876 so based on the calculations provided. 3. On sheet 2 of 4, please provide an easement to conduct finish grading in the right of way of Clark Street or provide documentation that will prove why an easement is not required (3 10 CMR 220(4)(b)). 4. On sheet 2 of 4, please indicate the location of the existing water service for the existing building and the location of the proposed water service for the proposed building (3 10 CMR 15.220(4)(m)). 5. On sheet 2 of 4, please depict the limit of the 5' overdig on the site plan. 6. On sheet 2 of 4, the ESHGWT indicated is 132.2' but the remainder of the plan indicates 132.4' as the ESHGWT. Please modify accordingly. 7. On sheet 2 of 4, the breakout elevation of 137.5 is not meet within 15 feet of the proposed leach field. Please revise the finish grading to meet the breakout elevation (3 10 CMR 15.255(2)). Page 1 of 3 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Sheet 3 8. On sheet 3 of 4, please indicate the scale of the system profile and section A -A (NA 3.2). 9. On sheet 3 of 4, please indicate the benchmark to be set, shall be in a location that will not be disturbed during construction and within 50-75 feet of the facility (3 10 CMR 15.220(4)(q)). 10. On sheet 3 of 4, the profile indicates the inlet and outlet inverts of the septic tank and pump chamber are below the ESHWT elevation of 132.4'. Please raise the inverts of the tanks to meet 310 CMR 15.227(5). 11. Please indicate the length of each building sewer line for the existing building and the proposed building. Also please provide the proposed outlet invert from the proposed building to the sewer manhole in order to confirm the minimum slope requirements are being met. Please depict this in the system profile view on sheet 3. 12. On sheet 3 of 4, the buoyancy calculations for the septic tank and pump chamber do not have the same tank bottom elevations as indicated in the system profile view. Please modify accordingly. Sheet 4 13. On sheet 4 of 4, it appears the proposed septic tank does not meet the multi -compartment requirements. We calculate 2722 gallons below the outlet invert as the total tank capacity. Based on the multi -compartment requirements a 48 hour storage capacity (1988 gallons) is required in the first compartment and a 24 hour storage capacity (994 gallons) is required in the second compartment (3 10 CMR 15.224)). 14. On sheet 4 of 4, please indicate the baffle wall is required in the septic tank (3 10 CMR 15.223(1)(b)). 15. On sheet 4 of 4, please indicate the depth of the inlet and outlet tees so it is clear to the installer the required depth. On sheet 3 it is noted that the tees shall be installed in accordance with Title 5 but we would prefer the designer to indicate this on the plan instead of the installer interrupting this section of the regulations. 16. On sheet 4 of 4, please provide a note to indicate the septic tank and pump chamber shall be made watertight (3 10 CMR 15.221(1)). 17. On sheet 4 of 4, the emergency storage capacity in the pump chamber does not meet the required capacity of 994 gallons, 945+/- gallons is indicated (3 10 CMR 15.231(2)). General 18. Please provide a note about the required maintenance for the effluent filter (3 10 CMR 15.227(7)). 19. Please provide notes to indicate the distribution box outlets are all at the same elevation and are laid level for the first 2 feet (3 10 CMR 15.232(3)(b -c)). 20. Please provide a note to indicate the pumps and alarm shall be on separate circuits (3 10 CMR 15.231(9)). 21. Please provide documentation to prove that the proposed SDR 26 force main pipe is equivalent to SCH 40 pipe (NA 3.2). North Andover Health Department, 1600 Osgood Street, Suite 2035 Page 2 of 3 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 .10 Although not a reason for disapproval but you may wish to consider enlarging the end segment of the 2" force main pipe to a 4" pipe prior to the distribution box to reduce the velocity. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, /SusanY. Swyer, HS/RS Public Health Director cc: KEYW Corporation (Flight Landata, Inc.) File Page 3 of 3 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Project No. NAND -0020 April 5, 2013 North Andover Health Department 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Attn: Susan Y. Sawyer, Public Health Director Subject: Response to Technical Review of Subsurface Sewage Disposal System Plan 250 Clark Street (Flight Landata, Inc.) Assessor's Map 75, Lot F Dear Susan, WILLIAMS SPARAGES APR 0 9 2013 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT The purpose of this letter is to respond to technical review comments that we have received in a letter from your office dated March 19, 2013 for the proposed septic system design for the expansion of the Flight Landata facility located at 250 Clark Street. The comments provided by your office are shown in italics below, and, our responses are in the bold text that follows. Sheet 1 & Sheet 2 f 1. It is unclear on the site plan if property lines exist within or beyond the "Proposed lease area expansion". Please provide a note on the plan or use the locus map to indicate the property lines. Please provide names of abutters from the most recent tax map if needed (NA 3.2) The property is owned entirely by the City of Lawrence Airport Commission and is quite a large parcel that covers multiple assessors' maps. s We have attached a copy of a sketch plan that we submitted to the assessor's office in order for them to generate an abutter's list for our Notice of Intent filing with the Conservation Commission. We have also attached the abutter's list used in said filing for your use. 2. On sheet 1 of 4, the reserve area proposed (1,792) does not meet the area requirements (18 76 sJ) based on the calculations provided. We have revised the dimensions of the reserve area to meet the area requirement. 3. On sheet 2 of 4, please provide an easement to conduct finish grading in the right of way of Clark Street or provide documentation that will prove why an easement is not required (310 CMR 220(4)(b)). As Clark Street is a public way, it would not be possible to obtain an easement to grade into the right of way, however, it is our position that based on the current condition of Clark Street, an easement is not required. As you can see on the plan, the traveled way of Clark Street has been blocked off and although there are remnants of pavement in the layout, it has been covered with vegetation and is no longer in use by the public. If, in the future, the Town decided to reopen that portion of Clark Street to the public, the grading we propose is located on the shoulder of the travelled way and would not interfere with the use of the way. Please keep in mind that the layout of Clark Street ends just a few feet beyond the septic system, it is a dead end. 191 South Main Street, Suite 103 • Middleton, MA 01949 • Tel: (978) 539-8088 • Fax: (978) 767-8579 Response to Technical Review of Septic System 250 Clark Street North Andover, MA 4. On sheet 2 of 4, please indicate the location of the existing water service for the existing building and the location of the proposed water service for the proposed building (310 CMR 15.220(4)(m)). We have added the locations of the existing and proposed water services to the revised plans. The existing water service is located on the northwest side of the building and the proposed service will be located on the southwest side of the building. 050n sheet 2 of 4, please depict the limit of the 5' overdig on the site plan. We have added the 5' overdig to the revised plan. 6. On sheet 2 of 4, the ESHGWT indicated is 132.2' but the remainder of the plan indicates 132.4' as the ESHGWT. Please modify accordingly. We have revised the text describing the proposed septic system active area to read 132.4 on the revised plan. („/7. On sheet 2 of 4, the breakout elevation of 137.5 is not met within 15 feet of the proposed leach field. Please revise the finish grading to meet the breakout elevation (310 CMR 15.255(2)). As you know the westerly side of the active area meets the 10' breakout requirement by using the retaining wall. We have revised the remaining grading (137 contour) of the system to meet the 15' breakout requirement. Sheet 3 8. On sheet 3 of 4, please indicate the scale of the system profile and section A -A (NA 3.2). We have added the scale of the vertical scale of the system profile in the title block as well as on the drawing. 9. On sheet 3 of 4, please indicate the benchmark to beset, shall be in a location that will not be disturbed during construction and within 50-75 feet of the facility (310 CMR 15.220(4)(q)).. We have revised item no. 3 in the plan notes section on sheet 3 of 4 to that effect. 10. On sheet 3 of 4, the profile indicates the inlet and outlet inverts of the septic tank and pump chamber are below the ESHWT elevation of 132.4'. Please raise the inverts of the tanks to meet 310 CMR 15.227(5). t We have reduced the cover over the pipes entering and exiting the proposed sewer manhole as well as reducing the slope of the pipes to a one (1%) percent into the septic tank in order to raise the inverts to the maximum extent practicable above the ESHGWT. Because of the reduced amount of cover we are specifying that the pipes be insulated with rigid foam as shown on the plans. 11. Please indicate the length of each building sewer line for the existing building and the proposed building. Also please provide the proposed outlet invert from the proposed building to the sewer manhole in order to confirm the minimum slope requirements are being met. Please depict this in the system profile view on sheet 3. Response to Technical Review of Septic System 250 Clark Street North Andover, MA We have added the length of building sewer line for the existing and proposed buildings. We have also added the proposed outlet invert from the proposed building to the sewer manhole � as well as adding to the system profile on sheet 3. 12. On sheet 3 of 4, the buoyancy calculations for the septic tank and pump chamber do not have the same tank bottom elevations as indicated in the system profile view. Please modify accordingly. C, See revised calculations. Sheet 4 13. On sheet 4 of 4, it appears the proposed septic tank does not meet the multi -compartment requirements. We calculate 2,722 gallons below the outlet invert as the total tank capacity. Based on the multi -compartment requirements a 48 hour storage capacity (1988 gallons) is required in the first compartment and a 24 hour storage capacity (994 gallons) is required in the second compartment (310 CMR 15.224)). We have increased the septic tank holding capacity to a 3,000 gallon tank to provide for the possible future office conversion. V 14. On sheet 4 of 4, please indicate the baffle wall is required in the septic tank (310 CMR 15.223(1)(b)). We have revised the drawing to show that the baffle wall is required. 15. On sheet 4 of 4, please indicate the depth of the inlet and outlet tees so it is clear to the installer the required depth. On sheet 3 it is noted that the tees shall be installed in accordance with Title 5 but we would prefer the designer to indicate this on the plan instead of the installer interrupting (Sic) this section of the regulations. We have revised the detail to specify the depth the tees below the liquid level. 16. On sheet 4 of 4, please provide a note to indicate the septic tank and pump chamber shall be made watertight (310 CMR 15.221(1)). We have revised the details to specify watertight construction. 17. On sheet 4 of 4, the emergency storage capacity in the pump chamber does not meet the required capacity of 994 gallons, 945± gallons is indicated (3 10 CMR 15.231(2)). We have increased the volume of 24 hour emergency storage to 1,000 gallons. General 18. Please provide a note about the required maintenance for the effluent filter (310 CMR 15,227(7)). We have added a note to sheet 3 of 4 requiring annual inspection and cleaning. 19. Please provide notes to indicate the distribution box outlets are all the same elevation and are laid level for the first 2 feet (310 CMR 15.232(3)(b -c)). We have added a note to sheet 3 of 4 requiring all outlets to be installed at the same elevation. Response to Technical Review of Septic System 250 Clark Street North Andover, MA There is already a note on system profile requiring the first 2' of PVC to be level. 20. Please provide a note to indicate the pumps and alarm shall be on separate circuits (310 CMR 15.231 (9)). G� We have added a note to sheet 3 of 4 requiring all outlets to be installed at the same elevation. 21. Please provide documentation to prove that the proposed SDR 26 force main pipe is equivalent to SCH 40 pipe (NA 3.2). We have attached documentation of design properties of pipe from a manufacturer's catalog. As you can see the properties of SDR 26 and SCH 40 PVC are very similar. SDR 26 has a slightly thinner wall thickness which makes it more flexible and easier to install. For example the wall thickness of 2" SCH 40 is 0.154 inches while the wall thickness of 2" SDR 26 is 0.091 inches. The inside diameter of the 2" SCH 40 is 2.067 inches and the inside diameter of 2" SDR 26 is 2.193 inches. The velocity loss at 40 gallons per minute for the 2" SCH 40 is 3.90 feet while the loss for the 2" SDR 26 is 3.46 feet and the difference is negligible when calculating the Total Dynamic Head for the pump design. Although not a reason for disapproval but you may wish to consider enlarging the end segment of the 2" force main pipe to a 4" pipe prior to the distribution box to reduce the velocity. We have added a 4' long section of 4" PVC pipe at the end of the 2" force main to help dissipate the velocity. We trust that you will find that the responses above adequately address the comments made from the technical review and will allow you to approve the proposed expansion. If you have any questions, please do not hesitate to contact me directly. Ve truly yours, Chris Sparages, P.E. Principal Enclosures cc: Attorney Jill Mann Scott Stetson/KEYW Corporation L_ Product Specifications HARVE PVC SDR Series: Pressure Rated Pipe Application: Corrosion resistant pressure pipe, IPS sizes 3/4" through 24", for use at temperatures up to and including 140 F Pressure rating (100 psi to 200 psi) varies with SDR Series and temperature shown on page 2 of this specification, and as stated in Georg Fischer Harvel LLC engineering bulletin (Product Bulletin 112/401). Generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. Chemical resistance data is available and should be referenced for proper material selection. Pipe exhibits excellent physical properties and flammability characteristics (independently tested flame and smoke characteristics-ULC,1993). Typical applications include: potable water systems, water and wastewater treatment, irrigation, agricultural, high purity applications, chemical processing, and other industrial applications involving corrosive fluid transfer. Scope: This specification outlines minimum manufacturing requirements for Polyvinyl Chloride (PVC) SDR Series iron pipe size (IPS) pressure pipe. This pipe is intended for use in piping systems where the fluid conveyed does not exceed 140F. This pipe meets and or exceeds the industry standards and requirements as set forth by the American Society for Testing and Materials (ASTM) and the National Sanitation Foundation (NSF). PVC Materials: The material used in the manufacture of the pipe shall be domestically produced rigid polyvinyl chloride (PVC) compound, Type I Grade I, with a Cell Classification of 12454 as defined in ASTM D1784, trade name designation H707 PVC. This compound shall be white or gray in color as specified, and shall be approved by NSF for use with potable water. Dimensions: PVC SDR Series pipe shall be manufactured in strict accordance to the requirements of ASTM D2241 for physical dimensions and tolerances. Each production run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, impact resistance, flattening, and extrusion quality as defined in ASTM D2241. This pipe shall be produced in IPS diameters to either: SDR 21 (3/4"-8" sizes 200 psi @ 73'F); SDR 26 (1"-24" sizes 160 psi @ 73 ° F); or SDR 41 (18"-24" 100 psi @ 73 7) F) as specified. All belled end pipe shall have tapered sockets to create an interference type fit, which shall meet or exceed dimensional requirements and the minimum socket length for pressure-type belled sockets as defined in ASTM D2672. Marking: Product marking shall meet the requirements of ASTM D2241 and shall include: the manufacturers name (or the manufacturers trademark when privately labeled); the nominal pipe size; the outside diameter system; the material designation code; the applicable Standard thermoplastic pipe Dimension Ratio designation code (SDR number) and the corresponding pressure rating in psi for water @ 73°F; the ASTM designation D2241; and the independent laboratory's' seal of approval for potable water usage. Sample Specification: All PVC SDR Series pipe shall be manufactured from a Type I, Grade I Polyvinyl Chloride (PVC) compound with a Cell Classification of 12454 per ASTM.D1784. The pipe shall be manufactured in strict compliance to ASTM D2241, consistently meeting and/or exceeding the Quality Assurance test requirements of this standard with regard to pressure rating, material, workmanship, burst pressure, flattening, impact resistance, and extrusion quality. The pipe shall be manufactured in the USA, using domestic materials, by an ISO 9001 certified manufacturer. Standard lengths of pipe sizes 10" and larger shall be beveled each end by the pipe manufacturer. All pipe shall be stored indoors after production at the manufacturing site until shipped from factory. This pipe shall carry the National Sanitation Foundation (NSF) seal of approval for potable water applications. All pipe shall be manufactured by Georg Fischer Harvel LLC. @2012 Georg Fischer Harvel LLC • 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 • Harvel.com *PRESSURE RATINGS GIVEN ARE FOR WATER, NON -SHOCK, @ 73-F ASTM STANDARD D1784 MATERIAL EQUIVALENTS: Cell Classification 12454 = PVC Type I Grade I = PVC 1120 PIPE SIZES SHOWN ARE MANUFACTURED IN STRICT COMPLIANCE WITH ASTM D1785 ©2012 Georg Fischer Harvel LLC - 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 - Harvel.com Product Specifications IIARYEE PVC SDR Series: Pressure Rated Pipe ; SDR 13.5 - Max W.P. 315 PSI*(all sizes)` Nom. Pipe Average Min. Nom. The pressure ratings given are De -Rating Factor Size (in.) O.D. I.D. Wall Wt./Ft. for water, non -shock, @ 737 Operating De -Rating 112 0.840 0.696 0.062 0.110 The followingtemperature * p Temp (F) Factor . de -rating factors are to be SDR 21 - Max W.P. 200 PSI*(all sizes) 73 1.00 applied to the working ressure pp g p 80 0.88 ratings (W.P.) listed when 90 0.75 Nom. Pipe Average Min. Nom. operating at elevated 100 0.62 m ,, Size (in.) O.D. I.D. Wall Wt./Ft. temperatures. Multiply the 110 0.51 314 1.050 0.910 0.060 0.136working 120 0.40-: pressure rating of the 1 1.315 1.169 0.063 0.180 130 0. 31 selected pipe at 737,, by the 140 0 1-1/4 1.660 1.482 0.079 0.278 .31 appropriate de -rating factor to 3 1-112 1.900 1.700 0.090 0.358 determine the maximum working pressure rating of the pipe at ' 2 2.375 2.129 0.113 0.550 the elevated temperature chosen. A` 2-112 2.875 2.581 0.137 0.797 3 3.500 3.146 0.167 1.168 EX: SDR 21 @ 1207 F = ? ... 3-112 4.000 3.597 0.190 1.520>• 200 psi x 0.40 = 80 psi max. @ 120'F 4 4.500 4.046 0.214 1.927 5 5.563 5.001 0.265 2.948 THE MAXIMUM SERVICE TEMPERATURE FOR PVC IS 140'F 6 6.625 5.955 0.316 4.185 =a° 8 8.625 7.756 0.410 7.069 Solvent cemented joints should be utilized when working at or in near maximum temperatures. GF Harvel does not recommend P . SDR 26 - Max W.P. 160 PSI* all sizes) ) the use of PVC for threaded connections at temperatures above MW11 Nom. Pipe Average Min. Nom. 1107; F; use flanged joints, unions, or roll grooved couplings Size (in.) O.D. I.D. Wall Wt./Ft. where disassembly is necessary at elevated temperatures. 1 1.315 1.175 0.060 0.173 Threading of SDR Series pipe is not a recommended practice E 1-114 1.660 1.512 0.064 0.233 due to insufficient wall thickness. e 1-112 1.900 1.734 0.073 0.300 2 2.375 2.173 0.091 0.456 Chemical resistance data should be referenced for proper mate - 2 -112 2.875 2.635 0.110 0.657 rial selection and possible de -rating when working with fluids 3 3.500 3.210 0.135 0.966 other than water. Refer to GF Harvel 112/401 Product Bulletin 3-112 4.000 3.672 0.154 1.250 for chemical resistance and installation data. 4 4.500 4.134 0.173 1.569 5 5.563 5.108 0.214 2.411 6 6.625 6.084 0.255 3.414 • 8 8.625 7.921 0.332 5.784 10 10.750 9.874 0.413 8.971 12 12.750 11.711 0.490 12.620 14 14.000 12.860 0.538 15.205 16 16.000 14.696 0.615 19.877 18 18.000 16.533 0.692 25.156 20 20.000 18.370 0.769 31.057 24 24.000 22.043 0.923 44.744 SDR 41 - Max W.P. 100 PSI*(all sizes) Nom. Pipe Average Min. Nom. Size (in.) O.D. I.D. Wall Wt./Ft. 18 18.000 17.061 0.439 16.348 20 20.000 18.956 0.488 20.196 24 24.000 22.748 0.585 29.064 *PRESSURE RATINGS GIVEN ARE FOR WATER, NON -SHOCK, @ 73-F ASTM STANDARD D1784 MATERIAL EQUIVALENTS: Cell Classification 12454 = PVC Type I Grade I = PVC 1120 PIPE SIZES SHOWN ARE MANUFACTURED IN STRICT COMPLIANCE WITH ASTM D1785 ©2012 Georg Fischer Harvel LLC - 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 - Harvel.com Blackburn, Lisa From: Grant, Michele Sent: Friday, February 01, 2013 11:38 AM To: 'Isaac Rowe'; 'dano@millriverconsulting.com' Cc: Sawyer, Susan; Blackburn, Lisa Subject: 466 Sutton Hi Issac, FYI 466 Sutton, AKA 250 Clark Street, has had some deep holes done already, however they were not witnessed by us. So, it will be a fresh start for them. Thanks Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email merant@townofnorthandover.com Web www.TownofNorthAndover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: htto://www.sec.state.ma.us/ore/oreidx.htm. Please consider the environment before printing this email. • ' 1 • y�{TLED I� • YY • i fu G tllln ` V" " CC� North Andover Health Department (ommunity Development Division 4 April 11, 2013 Thomas Urbelis Urbelis, Fieldsteel & Bailin, LLP 155 Federal Street Boston, MA 02110-1727 Re: 250 Clark Street — Airport. property - question regarding proposed septic system Dear Attorney Urbelis, This package is being sent to you in regards to the question I proposed to you over the phone on Thursday. The issue is over a proposed septic system location and the area of an unused portion of Clark Street, North Andover. Please refer to the letter included; item #3. Simply put, whether or not the grading of the side slopes of the septic system requires an easement into the right of way. The engineer, Chris Sparages responded to this question in the letter and the Health Department is seeking your opinion on whether to accept the explanation. In addition, please note that this plan is for septic only; however, it appears that the new building's envelope may also extend into the street right of way. Therefore, it is also important to know not only if grading of the septic system can occur in the right of way, but whether or not a portion of the structure could also be in this area. I am seeking also assistance from the DPW as well, to see if there is any precedence for this type of justification to use an old part of a town road that by all appearances is abandoned. If I receive any information that I feel important to your review I will forward it via email. Thank you. Sincerely, Susan Y. Sawyer, . HS/RS Public Health Dia' ctor Cc: Judy Tymon, Town Planner Curt Bellavance, Com. Dev. Director Encl; 250 Clark St. Title 5 Proof Plan, Pages 1 and 2 Areal photo Letter from Williams and Sparages, April 5, 2013 1600 Osgood Street, Bldg 20 Unit 2035, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com $ � YN � �|{ \j [°o�°�°` |:oI� G 1.9 ( � � \ ! � / � \ . r . . t , � � �|{ \j [°o�°�°` |:oI� G 1.9 ( � � \ bta'f:k'Fte�4r', TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHSIRS Public Health Director SEPTIC PLAN SUBMITTAL FORM Date of Submission: Site Location: 250 Clark Street Engineer: Williams & Sparages LLC New Plans? Yes X review only) $225/Plan Check # Revised Plans?Yes $75/Plan Check # Site Evaluation Forms Included? Yes X Local Upgrade Form Included? Yes Telephone #: (978) 539-8088 E-mail: pblaisdell@wsengineers.com 978.688.9540 — Phone 978.688.8476— FAX E-MAIL: healthdept(o)townofnorthandover.com VEBSITE: httn://www.townofnorthandover.com h1Ai� 14 2013 .rOF NORTH ANDOVER "ii4FALOTH DEPAR_ T_o (includes 1St submission and one re - Im No N/A Fax #: (978) 767-8579 Homeowner Name: City of Lawrence c/o Lawrence Airport Commmission; Leasehold Owner, Michael Florence OFFICE USE ONLY When the submission is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database . DEVAL L. PATRICK Governor TIMOTHY P. MURRAY Lieutenant Governor COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 RECEIVEID IAN A. BOWLES MAR 14 2013 Secretary TOWN OF NORTH ANDOVER LAURIE BURT HEALTH DEPARTMENT Commissioner MODIFIED CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 Trade name of technology and model: CULTEC Chamber models: Field Drain Contactors C4; Contactor EZ -24, 100, and 125; and Recharger 180, 280, and 330XL (hereinafter the "System") Schematic drawings of each model are attached and made a part of this Certification. Transmittal Number: W037676 Date of Issuance: December 17, 2003, revised April 18, 2006, revised July 24, 2006, July 19, 2007, November 2, 2007, August 29, 2008, Modified February 22, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: CULTEC, Inc., P.O. Box 280, 878 Federal Road, Brookfield, CT 06804 (hereinafter "the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 22, 2010 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection. This information is available in alternate format. Call Donald M. Gomes, ADA Coordinator at 617-556-1057. TDD Service - 1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep 0 Printed on Recycled Paper CULTEC Modified Certification for General Use Page 2 of 7 I. Purpose The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1. Chamber Dimensions Model* Dimensions W x L x H Inches Invert Height Inches Field Drain Contactor C4 48 x 96* x 8.5 3 Contactor EZ -24 16 x 96* x 12.5 6 Contactor 100 36 x 89* x 12.5 6 Contactor 125 30 x 75* x 18 12 Recharger 180 36 x 76* x 20.5 14 Recharger 280 47 x 84* x26.5 20.5 Recharger 330XL 52 84* x 30.5 24 *Denotes Cultec chamber installed length 2. The System is an open -bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) with a 3.5 to 4.5 ounce non -woven geosynthetic filter fabric cover (CULTEC No. 410TM). It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in accordance with 310 CMR 15.253, the System shall be designed in accordance with Section II item 10. * All models also include a Heavy Duty (HD) model for H2O loading. CULTEC Modified Certification for General Use Page 3 of 7 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for Trench Configuration for New Construction And Remedial Sites' Model Effective Leaching Area SF/LF Effective Leaching Area SF/LF Field Drain Contactor C4 NA 3.54 Contactor EZ -24 3.9 NA Contactor 100 6.7 NA Contactor 125 7.5 NA Recharger 180 8.9 NA Recharger 280 NA 6.44 Recharger 330XL NA 74 1. Effective April 21, 2006, 310 CMR 15.251(1)(b) maximum trench width is 3 feet. 2. Effective leaching area is equal to 1.67 (bottom width +(2x invert height)) for Systems 3 feet or less in width. 3. Effective leaching area is equal to 1.00 (3 +(2x invert height)) for Systems with a width greater then 3 feet. 4. The maximum trench width allowed to calculate effective leaching area is 3 feet. 7. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2 above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. CULTEC Modified Certification for General Use Page 4 of 7 8. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3 No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3:. Effective Leaching Area for Bed or Field Configuration Model Effective Leaching' Area SF/LF Field Drain Contactor C4 6.7 Contactor EZ -24 2.2 Contactor 100 5.0 Contactor 125 4.2 Recharger 180 5.0 Recharger 280 6.5 Recharger 330 7.2 1. Effective Leaching area is equal to 1.67 times bottom width only. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 10. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased up to two feet with the corresponding addition of up to 21 inches of base aggregate for the Field Drain Contactors, up to 18 inches with the Contactor 100, up to 12 inches for the Contactor 125, up to 8 inches with the Recharger 180, and up to 3.5 inches with the Recharger 280. No additional aggregate base is required for the Recharger 330. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. CULTEC Modified Certification for General Use Page 5 of 7 11. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non -sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. CULTEC Modified Certification for General Use Page 6 of 7 4. The owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System, prior to any sale of the System, with a copy of this Certification. 5. The Company shall prepare and provide the Department with an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System 6 CULTEC Modified Certification for General Use Page 7 of 7 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. Sam !!!!!!! !!!!! !!NO 0 Sam M ME !! �!! ! !!!!!!!!!!!!!!!!!!!! !!1� D!! !!!!! !! !!!!� ,! �C7NIN III!!!!!!! !RSMM EMMIMMMINMMS NO NO !�!!!!!!! !!!!!! IMEMEll.!!!!!!! ON t!!!!! moan ON IN NNI. NO IU IMMEMIMIM No ■��i+�i■RE ON OEM ! !!ll..� !C�! iON 1!!3 \ !!!/%fie ! In Sam�� � l�1ll!li�l!NO !!w\MEN MINMM ON ON NO NO ME Fm Sam M c M r- MM 101 ME wont mmm !!�! • ! .IIIIII,IIIII_\III IIIIIIIII�IIII �!!! im MMM t ►T- mit a�tciw� ` !V!1�1�i�•l�lr;�l lit:: l�mmm ld�il��I<J i • iJylY�rl�ii►'`'!!!!! �z ® M ow W I '' o z =Q N O 0 Lu 1 U. Z O� w Q_ r TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES Qf ,i.t4.. 1�•�� HEALTH DEPARTMENT 1.600 OSGOOD STREET; BUILDING 20; SUITE 2-36•�t�, NORTH ANDOVER., MASSACHUSETTS 01845 .�"°` �eNuse� Susan Y. Sawyer, REHS, RS Public Health Director APPLICATION FOR SOIL TESTS 978.688.9540 - Phone 978.688.8476 - FAX healthdept, townofnorthandover.com www.to,%,iiofiioi-tliandover.com DATE: 1h!3-/ 1 .3 MAP & PARCEL: R Af ► 6' L cr LOCATION OF SOIL TESTS: 230 S13 ' et -I j(� a OWNER: LAIR Q• I�Q(,� (e, Contact #: -t I $ '� I Q- ^ 59!60 APPLICANT: Nl i CA -9,A noro0-, Contact #: ADDRESS: d-(j)l -'SyAq i S)T-qk ; ga%gA t"�T VUC3V2.( 054�5- ENGINEER: CERTIFIED SOIL EVALUATOR: Contact #: n 19 - 5 M SOS° Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: Undeveloped Lot Testing Upgrade for Addition: In the Lake Cochichewick Watershed? YesNo THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) 7eP— Cb0)yjtrc i&j (pec { ➢ 8.5"x 11 "Plot Dlan & Location of Testing lease indicate test 12it sites on the lap ➢ Fee of"425.per lot for new construction. This covers the minimum two deep holes and two petests required for each disposal area. Fee of $360.00 per lot for repairs or umrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. (' ��� ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted tottJ Boagp9 showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. 01 ura Please Do Not Write Below This Line I TOWN Or NORTH ANDOVER N.A. Conservation Commission Approval Date: Signature of Conservation Agent: Date back to Health Department: (stamp in): a - =z m \.1 d > 5 4Z 0 r b N R O N b x W Q 9R � I I & \ I IF \ ZEN \ IW fa0 � I I \ I I � cl n� I I - I@ o\ � Mie $ S 9Wd AV 00:9t7:6 FT �lael�drdd\sbulmea a a 8 n c m NVN\:d z \.1 d 5 Z 9R Ir�m 2 gra In � as � �a•. 24 g -boar °m .z3 � I I & \ I IF \ ZEN \ IW fa0 � I I \ I I � cl n� I I - I@ o\ � Mie $ S 9Wd AV 00:9t7:6 FT �lael�drdd\sbulmea a a 8 n c m NVN\:d N CD 0 D 0 O o ZNap0r� Z w m e w 0Zm N Mm ja 0 3-1 m n 0p m D Nico ic D A 2 y m r v T D X C) m r A W r- 0 O 0 0 0 0 0 r- 00 Oo o� o(D 1 n D0 0 ;u'o 07 � ;u pCDo 0 d m0) C a N O n N m CD m = y Dal n 3 CA) wn a�- aa° PA- p O O �4.. . 7. OOODT OO 0 o og cg rq.. o O r 4�6 ic 3 .-:k o a m a a CD Ol D a m s. ;:rfa 0 O O c Zy X ' 0 c au X c 0;,p V my:'.,; N;^:: O'`'zw CO Z v O 0 CD 0�v 2 D � m a ^� . ,� `�,,:'.� W W A ? 00 00 �` 4�,� Z r. Q1 ' 161 co 03 FL EL n �, �� r C D� �` O' D o a N z WW Z wz r o o Z oqa o N;U o O nri m 03 y, z D '= 3 aaD M-1 O 4� Sp � �? • y � -'•, +.„yz.�;". '�yA " v ice �S �1¢ 'wy D 0 O o ZNap0r� Z w m e w 0Zm N Mm ja 0 3-1 m n 0p m D Nico ic D A 2 y m r v T D X C) m r A W r- 0 O 0 0 0 0 0 r- 00 Oo o� o(D 1 n D0 0 ;u'o 07 � ;u pCDo 0 d m0) C a N O n N m PUBLIC HEALTH DEPARTMENT (ommunity Development Division July 7, 2009 Michael Florence Property Manager c/o: One Parker Street Company 1 Parker Street Lawrence, MA 01843 Re: Flight Landata Inc — 250 Clark Street- North Andover, MA 01845 Dear Mr. Florence, FILE CO?Y This correspondence is in regards to your complaints made to the Health Department concerning the condition of the area of the road leading to your property at 250 Clark Street, North Andover, MA. Your concern in particular noted, in February of 2009, a problem of excessive trash along the road, but also specifically had questions regarding the recycling center known as Integrated Paper at 21 Clark Street, North Andover, MA. The February complaint was acted on by the Health Department Inspector. Integrated Paper was ordered to clean up the area over the winter and compliance was received on that order. June's complaint was investigated by the Health Nurse and no jurisdictional hazard was observed. The staff has acted appropriately on each item under our jurisdiction and will continue to do so as warranted by the severity of the issue. Recently, a question provoked the issue about the jurisdiction of the business regarding the conditions specifically on the property at 21 Clark Street. In response to your inquiry we have researched the file, the applicable regulations, spoken with the solid waste division of Massachusetts Department of Environmental Protection Agency and note the following. 1) The Health Department files note similar questions of jurisdiction in the years 1997 and 2000, resulting in confirmation that the recycling center falls under the MA DEP's purview 2) Recycling Facilities are not regulated by Boards of Health unlike other types of trash facilities 3) 310 CMR16.05 (3) details the operation of a recycling operation (see attached) 4) The MA DEP has been receiving proper documentation from Integrated Paper and has no outstanding issues with the property at this time It is my hope that this information assists you. If you have additional questions or continued concerns regarding operations of recycling centers in general, or the Clark Road facility specifically, please contact the MA DEP. Sincerer; r F Susan Sawyer,.REHS Public Health Directo Cc: File Attachment: Copy of Regulation 310 CMR16.05 — re: Conditionally Exempt Recycling Operations 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com • �,--� 310 CMR: DEPARTMENT OF ENVIlMONMENTAL PROTECTION 16.05: continued (a) hazardous Waste Facilites. Facilities thatmanage hazardous wastes which are regulated Pursuant to 310 CMR 30.000; (b) Waste Water Treatment Residuals Facilities. Facilities which manage waste -water . ' . treatment plant residuals subject to the siting- ; process pursuant to M.GL'c. 83, § 6 and regulated pursuant to 314 CMR 12.00, provided that 310 CMR 16.00 does apply to solid waste management facilities which co -dispose waste -water treatment plant residuals with solid waste; �;. (c) Small Combustion Facilities. Solid waste combustion facilities that are rated by the �! Department at one ton per hour or less pursuant to M.GL c. 111, § I50A; j; 1! (d) Farmine Operations. The use or application of agricultural manures in normal farming ; operations. (e) Solid Waste Storage Containers. Dum stern, roll -offs, or other temporary porary storage containers located at, and used exclusively for the collection of solid waste generated by an apartment house onc.omplex, condominium association, school, recreational areas, industrial lia { or commercial establishment, office, individual residence or farm, construction site or demolition site, other than a CRT Operation; (f) Manufacturing and Industrial Operations. The following classes of.manufacturing or industrial operations which temporarily store and/or utilize pre-sorted recyclable materials in the manufacturing or industrial process, -including: 1. 'paper mills, including.de-inking plants and paperboard manufacturers; I. steel mills; { 3.- aluminum smelting operations and mills; 4. glass manufactuiing plants; { 5. plastic manufacturing plants; 6, lirere-cappinb'plants; 7. de -tinning, plants; 8: aspbalrbatching plants; (3) Conditionally Exempt Recycling Operations. The following recycling operations or activities do adt require a site assignment provided the operation incorporates good management practice, is carried out in.a manner. that prevents an unpermitted discharge of pollutants to air, water or other natural resources of the Commonwealth and results in no public nuisance: (a) Recvclina Drot-Off Centers. itecycling.drop-off centers. (b) Bottle-8ill Handling Operations Operations which collect, store, and process only beverage containers subject.to the provisions of M.G.L c. 94, §§ 321 through 326. (c) Paper Bikini and handling. Baling and handling operations that process only recyclable paper (includes all. grades of paper and paperboard). (d) Recycling Operations. Operations.processing, transferring or temporarily storing recyclables, but not including operations which recycle construction and demolition debris or special wastes, which comply with the following additional conditions: 1_ the operation receives only recyclable.material pre-sorted by the original { generator, 2. the operation receives no more .than 100 tons per day (tpd) of recyclable materials, including incidental solid waste, but not including paper, I 3. the operation receives, handles and stores recyclable materials, incidental solid waste and residues only within an enclosed handling area or adequately covered containers or trucks; 4. the amount of residue generated.by a processing operation does not average more than 15% of•the weight of the recyclables processed during any quarter. 5. there is no speculative accumulation of any material_ For purposes of 310 CMR f �I 1 16.05, speculative accumulation shall be presumed to occur if materials, whether in their as -received, in -process or processed condition, are stored for more than 90 days from the date of their receipt at the recycling operation. 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Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. A. Site Information ICU► t Lauttisc e_ C -/C L4CGMI i%10n OWner.Wme --T- 250 aack. Street Address or Lot # Nor-*\ P &>je r- O1 <346 City/Town State Zip Code 1;GC-%'+r.+4'S�,r1 al"� �' loFs2 -17101 Contact Person (if different from Owner) Telephone Number B. Test Results Observation Hole # Depth of Perc Start Pre -Soak End Pre -Soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate (Min./Inch) Test Per ormed By: Witnessed By: 212113 to:cao Date Al Time 3(0+kS = 1541, 10, 0 4r AM Wo : t a pn,^ 2 2 3 IZ' 02 tit Dat6 Time - ?2. . 12: 02 Pµ 12:1'1 PM t0, tot AM M. 0 PM to 05b MA 11: 3o fm 4o kinin 4013 V m. % 14- Test Passed: ? 0110 Test Failed: El 1 /► L I 1 . 0% P►A 2 : oo q b� Min 5a/ 3 = 20 Test Passed: Test Failed: ❑ Comments: P\ is dot *nc. restwo, Orz^.- t5form12.doc- 06/03 Perc Test • Page 1 of 1 Grant, Michele From: Enright, Jean Sent: Tuesday, January 22, 2013 5:06 PM To: Bellavance, Curt; Blackburn, Lisa; Bradshaw, Joyce; Brown, Gerald; Carney, John; Fitzgibbons, Karen; Grant, Michele; Hughes, Jennifer; lois.mcginness@salemfive.com; Maylor, Andrew; McCarthy, Fred; Melnikas, Andrew; Morrison, Diane; Sawyer, Susan; Tymon, Judy; Willett, Tim; Willis, Gene Cc: 'jill@mannpc.com'; 'pluci@keywcorp.com'; 'csparages@wsengineers.com'; 'mike@mikeflorence.com'; Enright, Jean; 'sstetson@keywcorp.com' Subject: TRC Meeting Attachments: TRC Applicant Form.pdf; SPclark-S1.PDF; SPclark-S2.PDF; SPclark-S3.PDF; SPclark- S4.PDF; SKETCH PLAN 1 1-18.pdf Hi everyone, A TRC meeting has been scheduled for Wednesday, January 30 at 10:00am. The application form, site plans, boundary plan, and conceptual architectural plans are attached for your review. Larger copies of these plans will be brought to the meeting. The applicant currently operates out of an existing 9,525 sq. ft. single story metal building and is looking to expand its operation at 250 Clark Street and therefore is seeking approval to construct an addition that will double its existing space and provide the applicant with a second hangar as well as more offices and research and development space. Jean Enright Planning Assistant Town of North Andover 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone 978.688.9535 Fax 978.688.9542 Email 0enriehtCoDtownofnorthandover.com Web www.TownofNorthAndover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: htto://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. Osgood Landing, Town of North Andover, 1600 Osgood Street — Bldg. 20, Suite 2-36, North Andover, MA 01845 Phone: 978-688-9535 Fax 978-688-9542 jenri hhttktownofnorthandover.com Planning Department Technical Review Committee Meeting (information form). Please submit this information to the North Andover Planning Department c/o Jean Enright no later than the Wednesday preceding the scheduled Technical Review Committee Meeting. Applicant will confirm with Ms Enright the date and time of the meeting on Wednesday prior to the actual TRC meeting date. It is important that either the applicant or the applicant's representative attend the TRC meeting. Please type or print clearly. 1.Applicant: KEYW CORPORATION (Flight Landata, Inc.) 2.Applicant's Address: 250 Clark Street, North Andover, MA 01845 3.Applicant's phone number: 978-682-7767 4.Address of proposed location: 250 Clark Street, North Andover, MA 01845 5.Zoning District of proposed location: 6.Square Footage of proposed project: Industrial 2 District 9,680 sq. ft. singley metal addition with a mezzanine 7.Number of employees Up to 30 employees 8.Hours of operation 8:00 a.m. - 6:00 p.m. Mondaythrough hrou hg Friday (office open to employees 24/7) 9.Parking requirements 30 spaces (see site plan for breakdown of requirements_ 10.Is there food preparation required? No I I .Description of project: The Applicant is a part of a national publically traded compm that specializes in research and development and flight related data collection services. The Massachusetts operation currently operates out of an existing 9,525 sq. ft. single story metal building and is looking to expand its operation and therefore is seeking authorization to construct an addition that will double its existing space and provide Applicant with a second han ag r as well as more offices and research and development space. The proposed addition and connection to the existin building; are shown on the attached site plan. The proposed use of the addition is detailed on the attached sketch of the proposed floor plans. If you are proposing to open a business in an existing location please submit a copy of a site plan (you can obtain this from the landlord). It is not the intention of the Planning Department to have the applicant incur Architectural or Engineering expenses for submittal of a plan of land for purposes for a TRC meeting. 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AVM lvM =fig z " " 1 \� z - � W C,-$a 'd I - - - E3 'J -� 1 SIx3 / t LLS 3 \ I i a 1 ( \ I,� a ....\`i� •`:�' ' ala—\— � �2_ � x " `+1 ' ; ��. a OL 1; - - y� / ^� a s Ll M w� - 9 wa ra n=. L zc=i O I I� E I Q'a_'i O7 d U Jz a Y z e Q LL d N> N Z O > 0 0 Nmo�m�n o a z c' 7w� Q e ei I e u 0 . W f e 3 m m a ¢= o O 0 j NZ N r �J Z c� z Z (7 Ir s 9 m Q o, OU w W Y d �Q O O 5 0! M 9 I I� E I IJ_I WELLIAMS SPARAGRAGES s CHRIS SPARAGES, P.E. csparages@wsengineers.com 191 South Main Street Suite 103 Middleton, MA 01949 Office Tel: (978) 539-8088 Fax: (978) 767-8579 Cell: (617) 981-5452 Community Development Division Planning Department TRC Meeting Meeting Minutes January 30, 2013 1600 Osgood Street 10:00 AM Staff Present: Judy Tymon, Michele Grant, Jennifer Hughes, Jerry Brown, Fred McCarthy, Jean Enright Applicant Representatives: Attorney Jill Mann. Chris Sparages, P. E. CC: John Carney, Gene Willis, Tim Willet, Andy Melnikas, Joyce Bradshaw, Lisa Blackburn, Susan Sawyer, Karen Fitzgibbons, Curt Bellavance, Andrew Maylor Subject: 250 Clark Street, KEYW Corporation (Flight Landata, Inc.) The applicant, KEYW Corporation, is proposing to construct a 9,680 sq. ft. single story metal addition with a mezzanine. This would double the size of the existing building and require an expanded leased area. The proposed addition and connection to the existing building are shown on a site plan which was reviewed at the meeting. The addition will include one full hanger, office space, and research and development space. The septic system will need to be relocated and expanded. This property is located in the 1-2 Zoning District. The operating hours are 8:00am — 8:00pm Monday through Friday; however the facility is open to employees 24/7. The proposal includes increasing the parking spaces to a total of thirty-eight, thirty spaces are required. There will be approximately 30 employees. The wetlands on the property were flagged by the applicant this past August and the site is tributary to the Merrimack River. An updated Landscape Plan will be added during Site Plan Review. There will not be any food prepared or served at this location. M. Grant: Reviewed the proposed location of the septic system and dates scheduled for the soil testing and. There will also be testing to determine the ground water levels at various locations. This testing will be outside of the 50' no -build zone. J. Hughes: This project will need to meet the stormwater standards because of the impervious surface being added. Lisa Eggleston, the Town's outside consultant, will provide a review of the stormwater management plan and the earlier she is involved the better. The snow storage area should be put on the plans. The Conservation Department will need to verify the wetland lines depicted on the plans. One of the proposed rain gardens is within 50' of the leaching field. Infiltrating will need to be kept outside of the 50'. It appears that at some point a lawn area has been expanded into the 50' buffer zone. J. Tymon: Provided filing/hearing dates for the Planning Board. In order to meet the stormwater standards the proposed parking may need to be reduced. This project will require a full Site Plan Review with a stormwater review, not a civil review. Judy will need to confirm whether the abutter's list can be defined as 300' around the expanded leased area or if it has to be 300' around the entire airport parcel. J. Brown: Advised that access to the mezzanine will have to be shown on the plans. A pressure test will be required to determine if there is enough water pressure from the fire hydrant to the building. F. McCarthy: Once the sprinkler and fire system plans are completed they will need to be a reviewed. Advised that the applicant should discuss the Town's requirement for all commercial buildings to convert to a Radio Box fire alarm system by July 1, 2014 with the building owner. If the owner has not already converted they may want to do it as part of this design. J. Carney: Submitted an email stating that he has reviewed the application and the plans and the Police Department has no public safety concerns with this project. Blackburn, Lisa From: Blackburn, Lisa Sent: Wednesday, January 23, 2013 10:33 AM To: 'Dan Ottenheimer'; 'Isaac Rowe'; 'Pam Lally' Subject: 466 Sutton Street Attachments: 20130123100257068. pdf Good Morning, Attached is the application for soil tests for 466 Sutton St. Please contact the engineer to set up a soils test. Thank you. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688-8476 Emaillblackburn@townofnorthandover.com Web -----Original Message----- www.TownofNorthAndover.com From: noreply@townofnorthandover.com [maiIto: noreply@townofnorthandover.com] Sent: Wednesday, January 23, 2013 10:03 AM To: Blackburn, Lisa Subject: This E-mail was sent from "RNPOA428C" (Aficio MP C5000). Scan Date: 01.23.2013 10:02:56 (-0500) Queries to: noreply@townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm,. Please consider the environment before printing this email. Blackburn, Lisa From: Peter Blaisdell [pblaisdell@wsengineers.com] Sent: Wednesday, February 13, 2013 3:26 PM To: Department, Health; 'Isaac Rowe' Cc: csparages@wsengineers.com; sstetson@keywcorp.com Subject: 250 Clark Street Soil Testing results Attachments: 250clark.pdf Hello Susan & Isaac, attached are the completed forms for yesterdays testing for your records. Best regards, Peter M. Blaisdell, Jr., P.E., P.L.S. Project Manager All I'VLLI.ANIS 191 South Main Street, Suite 103 Middleton, MA 01949 (978) 539-8088 Office (978) 806-1677 Mobile (978) 767-8579 Fax www.wsengineers.com Website We invite you to follow us on Facebook www.facebook.com/wsengineers f N� eTN 6444 jo9 • �,y ; ; Town f orth Andover ; HEAL H EPARTMENT CHUS � CHECK #: DATE: LOCATION: H/O NAME: CONTRACTOR NAME: r r. Type of Permit or License: (Check box) ❑ Animal ❑ Other: (Indicate) $ Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Sf stems: ❑ Septic - Soil Testing $ xSeptic -Design Approval $ ❑ Septic Disposal Works Construction (DWC) $_ ❑ Septic Disposal Works Installers (DWI) $_ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer f 10RTM 6371 9 " Town of North Andover HEALTH DEPARTMENT S�CHUSt CHECK #: DATE: LOCATION: H/O NAME: CONTRACTOR N a fn�- Tvve of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type.- ype:❑ 0Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: Septic - Soil Testing $ ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer