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Home My WebLink AboutSeptic Install - Correspondence - 345 BOSTON STREET 8/13/2019 r -� NORTH O p ,SSACMUSES Health Department October 30, 2006 Charles R. Todd 391 Concord Road Billerica, MA 01821 RE: Disposal Systems Installers License Dear Mr. Todd, I am writing to explain my concern with your recent construction activity for the wastewater system at 345 Boston Street. Our inspector reported a number of simple construction problems that you should have never allowed to occur nor even called for an inspection until they had been resolved. They also reported that there were also a series of misleading statements, which you issued that were inappropriate. Examples include: ➢ A design plan for a different property was provided to our inspector for use. When he questioned that the leach laterals in the ground were at right angles to what was specified in the design plan, you indicated that the designer had a meeting with our office and this change was permitted. Although we have had many meetings and changes, I cannot recall attending or hearing of such meeting or discussion ever occurred. Once you realized you had provided our inspector the plan for a different property, it became apparent that the leach lines were in fact in the correct orientation. ➢ The approved design plan was not on the site at the time of construction inspection, nor was it in your possession; rather you had to come to our office to obtain a copy ➢ The design plan specified a particular effluent filter be installed in the primary(septic) tank, yet none was provided. You informed our inspector that I or others from the Health Department had asked that they be removed from previous wastewater installations you performed in North Andover. I spoke with Michele Grant who recalled an issue about a 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20;Suite 2-36 E-Mail:healthdept@townofnorthandover.com North Andover, MA 01845 Phone:978.688.9640 Fax:978.688.8476 filter, but it was about conformance to the plan as I understand it. If you ever have questions please don't hesitate to ask. ➢ Our inspector asked about the water line location and you indicated it was placed in the driveway then into the garage of the house. When our inspector asked about the water line that was found to be coming into the basement on the opposite end of the house, it became apparent that the water line was in fact laid in a different, and non-complying, location from where you indicated. ➢ The distribution box was found to be poorly constructed and leaking water in at least three locations. It appeared that you had clearly attempted to cover up some of the leaks by placing rocks over those locations. When exposed and the leaks shown to you by our inspector, you acknowledged that the component was deficient and needed to be replaced. Pleases be advised that this type of poor craftsmanship and misleading of our inspectors is not tolerated by this office. I was personally disappointed to hear of these problems. As you may recall, I had just mentioned to you on site that our office was pleased that there was a competent installer on the Boston and Gray Street projects. Please let this letter serve as a formal warning to you that continued poor workmanship and deliberate misstatements will serve as cause for suspension and/or revocation of your license to perform work as a Disposal Systems Installer in the Town of North Andover. Sincerely, Suian Y. Sawyer, REHS/RS Public Health Director Cc: Board of Health members file Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD &WEED 1885- 1972 September 14, 2006 RECEIVED Ms. Susan Y. Sawyer, Public Health Director SEP 18 2006 Town of North Andover Office of Community Development& Services TOWN OF NORTH ANDOVER Health Department HEALTH DEPARTMENT 1600 Osgood Street, Building 20 Suite 2-36 North Andover, MA. 01845 RE: F13877 LOT 12 BOSTON STREET N. ANDOVER, MA. Dear Susan: Charlie Todd has advised me that the "standard" (6' long) infiltrator unit has been discontinued and that a 4 foot long unit has replaced it. I authorized the change, provided that the total length of each chamber run was at least that which was shown on the approved plan. I've included a catalogue cut of the new chamber for your record. Please feel free to call if there are any questions. Very truly yours, l H. MacDowell D s�— JHM:aly 5 Enclosure yr CC: Ms. Patty Schuler ;r 104 LOWEL PEABODY, M, TELEPHONE: 978-531-8121 FAX: 978-531-5920 s__ ...:w....,� , r i a +k � Y Nt , M w � UJ I a v AS A Wh ✓ " w, list "� S $.� �� "Ef.• F :� ,y�,�r'ul'10 its, ce, �,y, k .,�+� { ✓ KiY tF e� 6P4 �"' S!� S+v_ ) +#�' P a.< y-i„� P 3 .k s,g �' q . t i s 'n4 a i i .�� IV GOT d �'iI ,� �7 ;9 a,of:fi"., ,,�*` ..4 v { W "'.�n,'a s * s :;�; 9Y t 15`�at f �•. ;? 'y4i 4, i + <�` •�'." 4T�,�''� '.rb. t j( 7jT4 < ; r i x C•nfs,. ay. 3 a wz £ 1I ' 1 5 „n r s i "' - i 44, ° '`, t y -14 n ... q Y8 v'e•,;a ft3lox N any � �' r e N,f ;� a, ,,yr� w`'` ,� '? '• 'k` 1, t `d '� `"S �'�' ' F: 4,.:�.�� a 9�F��4 `, ky �k:.ti na� ar` �r ,h'��' � F^4 i:, � ,`�, ,y ✓` ,�.� ifri ,�, �. ¢:, pool ,.o`er any X fa _ }i'µ 171 ,n4f*^� AS:` ,'. # ,. ¢ o- sw p ' l I h e Ux vo C hamber Op ti jai ' a a �� fl � �� f � v, e r curved V The evolutionary Quick4- Standard Chamber is the most advanced, quickest to install leachfield product available today. Ideal for curved and straight systems, it's the only leachfield product installers will ever need for onsite installations. See why the Quick4 Standard Chamber is light-years ahead of all other onsite leachfield products. f. III ,.< • .F a Contour Swivel Connection K Contour Swivel Gold yR, Advanced Contouring Capability ' Chamber Basil; follows Contours or an "S" curve �� ON Each connection swivels 10-degrees right or left Multiport End Cap 401 Contouring capability easily avoids obstacles without additional parts or accessories Latching mechanism allows for quick installation y { Dk t. s 41. Ova L +� � '4j m ? 'j - iln ' he Unsite Inaustry and straight- sys tar ns. Multiple piping options. Four Foot Length Structural Strength Optimal Installation Flexibility Structural tests, as certified 4-0 Lightweight chambers are by independent professional easy to handle and install engineers, show that Quick4 Compact nesting provides k . Standard Chambers are more trench length in an stronger than all other equivalent stack height Infiltrator Standard Chambers. Shorter length allows more installation flexibility Ideal for curved and straight systems and all ek leachfield applications Multg-'Plar-1"' �,E_'nd Q-Ap Four-Foot Chamber Certified Structural Strength Infinite Piping Options Save time, labor and material cost. M Molded-in tear-out tabs on The enhanced features of the Quick4 Standard Chamber and inlet ports provide a tight the proven performance of Infiltrator products add up to cost seal to the pipe savings on labor and material, time savings on the job, and Eight molded-in inlets allow optimal design solutions. you to pipe from any direc- tion in a 180-degree radius Leave it to Infiltrator 'Z'3ysterns to produce the next AIN Multiple ports eliminate generation in onsite chambers. pipe fittings 7, End cap fits ont either end of chamber 1 -866-4Quick4 1-866-478-4254 SYSTEMS INC v-A "V ('Eil ik R511111 Slope _ € : NOT ~ y. STO ME" S Y > MAU Ay Wo p - - _ h ' a f Y p "l _ I , PEP _� _ � �.�i h is °'�"-'.�..� � r�f x �'t ��- "• � � � _, ___ adf ,:� G°', ? �',��- '� Y Quick4 STANMARM CHAMBER 52' Quick4 Standard Chamber 48' (EFFECTIVE LENGTH) e e a 3 12' 8. 34° SIDE VIEW SECTION VIEW MultiPort End Cap A 16• 12' 1 1 oil All — 34' SIDE VIEW TOP VIEW FRONT VIEW Quick4 Standard Chamber Nominal Specifications MuitiPort End Cap Nominal Specifications { Size(WxLxH) 34"x52"x12' Size(WxLxH) 34"x16'x12" Effective Length 48' Invert Height 8'or 1,25' Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARILY (a)The structural"atagity of each rharn bar,end plate.wedge and other accessory rr anufactured by infiltrator('Units j,whet installed and(pemled in a leach idd of an once septic system in accordance vvth Ingh-ators instructias,is warranted to the agnal purchaser rHolden against defective materials and workrwship for one year from the date Ihat the septic oemn is issued for the septic system containing the Urns,pc+dded,however, that if a septin pemrl is not recuued applicableerio by applicable law.the war—ty pd wil begin upon the date that installation x the septic nystem cohehces. To"erese ins warranty nghis,Holder rnust notify Altrator in writing at it Corporate Headquarters in ad Saybrook.Connecticut within fifteen(t 5) days of the afeged defect.Infiltrator wit supply replacement Unts for Units detennned by Infiltrator to be covered by this Lmted Wanatly Infiltrators liability specific*excludes the cost of ramwal and/or installation of the Lk*& I 10 1 g 14 1 aO (b)THE UMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSIVE THERE ARE NO OTHER WARRANTEE WfTH RESPECT a TO THE UNITS,INCLUDING NO IMPUED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE SYSTEMS 1 N C (c)This Limited Warranty shall be vod if any part of the chamber sysern ire manfacb—cl by anyone other Nan narrator The Lifted Warranty does not extend to ncidentel.consagiattial,special or nWect damages.h ifithata shall not be fable for penalties or liquidated darnages,Including loss of Environmental Onsite Wastewater Solutions' produgrion and profts,labor arid materials my head coals,or other losses or eVannses Incurred by the Holder or wry lhid lay.Specifically exdhced from Limited War"coverage are damage to the Urns due to ordinary wear and tear,aleatron,aaidenl,misuse,abuse or neglect of the Hits;the Units bong subjected to vehicle tmtfic or other conditions which are not permitted by the installation nstru licM[alum to rrantih the 6 Business Park Road •P.O. Box 768 minimum ground caves sat forth in the inslatlalion is"io s;the place io nt of improper materials Into the system containing the Urns fa ore of the Units or the septic system due to irproper sang or improper slung exceaws water usage,improper grease d�sN,mimproper operation;or Old Saybrook,CT 06475 Zany other f a event not caused by Infiltrator This United Warranty shal be void I the Hider falls to comply with a of the tans set forth m this lmted 860-57 7-7000• FAX 860-577-7001 Further n no evert shell Infiltrator be responsible for arty kes to cartage the Holds,the Unit&or arty third pay ra-Ang from installation or ship m 800-221-4436 et,m fan wry product liability claims of[o a third ird pay For this Unified Warranty to appy,the Units Met be nstalad inxn ada ce with all ate conditions Mquured by state and lord codes;all other applicable laws;and Infiltrators installation nsWctions (d)No reprasenlative of Infiltrator has the authority to change or extend this Limited Warranty. No weraly applies to any party char than the origi- nal Holder. The above apresents the Standard Umled Waranty offered by Imdtrator.A limed number of states and counties have different warraty require- marts Any purl amr of Lk*,%should comae InWhators Corporate Headquarters m Old Saybrook Connection,prior to such purchase,to obtain a copy of the applicable warranty aid should carefully reed that warranty prior to the purchase of Units U.S.Patents:4,769.661;6,017.041:5,156,488;5,336.017;5,401.116;5,401,459;5,511,903;5.716,163;5AW,778;5,839,844 Canadian Patents:1,329,959;2,004,664 Other Patents pending. Infiltrator,Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark in France.Infiltrator Systems Inc. is a registered trademark in Mexico.Contour,Contour Swivel Connection.Mjorol each)ng,PolyTulf,SnapLock,ChamberSpacer,PosiLoek,Quick ,OuickFlay RECYCLEDPAMR and Quick4 are trademarks or Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed in U.SA. 0071201FIP-O Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Wednesday, October 25, 2006 4:24 PM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; Marianne; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: Boston Street; Lot 12, Scheduled for Fri/Oct 27/11:30 a.m. Finally spoke with Charlie and scheduled the final inspection for Friday, October 27th at 11:30. Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 fx www,millriverconsulting.com 10/26/2006 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, August 16, 2006 2:01 PM To: Sawyer, Susan Subject: Gray& Boston Street Inspection Requests Hello, - Charlie Todd was just in, and would like a Bottom of Bed/Tank inspection o�12aka BostonjStreet d Lot 15 aka 174 Gray Street for a Tank Inspection. He can be reached at: 508.962.03 rward to Michele. Thanks. 941 Rooafds, AWAV0ea Da00,4064iai0 Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover,MA o1845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com 1 Page 1 of 1 DelleChiaie, Pamela From: Sawyer, Susan Sent: Tuesday, December 05, 2006 8:23 AM To: DelleChiaie, Pamela Cc: Grant, Michele Subject: FW: 345 Boston Street (formerly Lot 12) construction inspection Pam, This final made me think about this time of year and COC sign offs. If anyone calls for a final grade (as long as there is not snow on the ground)we can check the loam and grade, but it is way too late for seeding. If the owner, or new homeowner to be, will write a letter to the effect that they understand that we usually require seeding prior to sign off for their protection, (this is not a title v requirement) however they are requesting a sign off with the understanding that they are taking full responsibility for the final seeding. Then we can give them the COC if all else is ok. Thanks S It is getting cold. Please do not give anymore DWC's for full installations, but of course there are a couple of failures that I will let in.l I do hope they come soon. I am mostly thinking of the Credit Union. (waiting for a DEP approval) FYI I called Mike about 44 Cricket. Riley is holding off picking his up until he finishes the one he is working on. -----Original Message----- From: Dan Ottenheimer [mailto:info@millriverconsulting.com] Sent: Monday, December 04, 2006 7:56 PM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 345 Boston Street (formerly Lot 12) construction inspection Notes attached for 345 Boston Street which was a site with a great deal of problems. Dan Daniel Ottenheimer, President Mill River Consulting, Inc. On-Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com dano@millriverconsulting.com 12/5/2006 Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Monday, December 04, 2006 7:56 PM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 345 Boston Street(formerly Lot 12) construction inspection Notes attached for 345 Boston Street which was a site with a great deal of problems. Dan iX Daniel Ottenheimer, President Mill River Consulting, Inc. On-Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com dano@millriverconsulting..com 12/5/2006 TOWN OF NORTH ANDOVER M�RTh Office of COMMUNITY DEVELOPMENT AND SERVICES o`'.�•. �'p HEALTH DEPARTMENT ~ 400 OSGOOD STREET _ .:.. . •' NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer 978.688.9540—Phone Public Health Director 978.688.9542—FAX April 9,2005 Litchfield Company 126 Cambridge Street Burlington,MA 01803 RE: Subsurface Sewage Disposal System Plan for Lot 10 Boston Road,May 107D,subdivision of Parcel 10 North Andover,Massachusetts Dear Property Owner, The North Andover Board of Health has completed the review of the septic system.design plans,for the above referenced property.These plans dated September 28,2004,final revision date of March 20,2005,have been approved for a five(5)bedroom,maximum 11-room home. As stated in the previous approval,the design has been approved for use in the construction of a new onsite septic system.This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town of North Andover. This approval is subject to the following conditions: 1. 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(310 CMR 15.020(1)). 2. The issuance of the disposal works construction permit is contingent upon the receipt of a foundation as-built of the dwelling.The as-built must be in a scale of 1"=20`.Also,please submit a floor plan of the proposed home. 3. 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. Sincerel ZS an Y. Sawyer,REHS/RS Public Health Director cc: Joe Serwatka,P.E. Mary A. Stella Realty Trust Joseph J. Serwatka, P.E. Post Office Box 1016 North Andover, MA 978-683-6595 March 24, 2005 Susan Sawyer, Director North Andover Health Department 400 Osgood Street North Andover, MA 01845 Re: Lots 12 Boston Street Dear Ms. Sawyer: I am in receipt of your March 11, 2005 review letter for lot 12,Boston Street. In response, I offer the following: 1. The lot number has been added to sheet 2 of 2. As stated in previous letters, lot addresses will not be issued until the assessor has received a copy of the subdivision plan and revised his maps. 2. The name of the witness has been revised per your comment. 3. The plan revision date has been added to both sheets. 4. The names of abutters, based on assessor's records, have been completed. Any lots that are part of the subdivision are simply listed by lot numbers. 5. Elevations have been added to the proposed driveway. 6. A stockpile area has been noted away from the leaching area. 7. Distances have been added to the plan per your comment. 8. The distance to the water service has been added. 9. An additional conventional layout plan has been provided. 10. The height of the spike has been added to the plan. 11. Existing contours have been more fully labeled. 12. Additional grades have been shown at the soil absorption area. 13. The access manhole has been shown over the pump location. 14. A pump curve has been added to the plans. 15. The plan now demonstrates that the pump chamber has 24 hour emergency storage. 16. Minimum and maximum cover dimensions have been added to the profile. 17. Additional spot grades have been shown to shed water away from the dwelling. 18. Dimensions have been shown for the minimum and maxim in cc 1•hEe D distribution box and leaching area. MAR 9 2005 TOWN OF NpEPARTM 0 TER HEALTH 1 ra S 5 rot�� k� -(pl$-. � f�3`. �� _a :9 ,F_, [ �3L k T, i - v-i `,a�_; - "t �� Fr;is 3 'r' .rx iix►f-a ol �' r,,, . '.3 .; .rXh!4 .;I.t.,.. 3ijrE 4 a:s :t "' rf, .0. y't., 1 s#�.f � ! ::., st:a s:F ,:�' �;`"��s:Fq :t+.ems;:'- f<��;:3`� ::. 1 3•: .t' rr ,-;. f}1B.x.;�,.i,... r` Ae" t fa- e ?4itr - , j , 19. A copy of the wetlands approval has been attached to this letter. 20. An additional dimension has been added to demonstrate the separation between trenches. 21. The notes and detail have been revised per your comment. 22. The number of Infiltrators in each trench has been specified. 23. A vent and vent detail have been provided for the trenches. The vent pipe is attached to the chamber in the same way that the inlet pipe is attached. 24. The ESHGW for trench 1 was taken from test pit 11-2, which is closer than test pit 11-05-03.1 have,however, revised the}Mans to comply with your reasoning. Should you have any question concerning this letter, please contact me. Sin%h . , JoSerwatka, P.E. c: Gary Litchfield TOWN OF NORTH ANDOVER NORrN Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET " NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX March 11, 2005 Joseph J Serwatka, P.E. P. O. Box 1016 North Andover, MA 01845 RE: Lot 12 Boston Street,North Andover, MA q Dear Mr. Serwatka, The proposed septic system design plans for the above site dated September 28, 2004, with the latest revision date of November 8, 2004 and received on or about February 28, 2005 has been reviewed. Unfortunately, it cannot be approved until the following items are corrected. Each item is followed by the specific section in Title 5: 310 CMR 15.000, or North Andover regulations which is not met by this design. Please include the site address, map and lot numbers on all sheets of design. —NA 8.02m. -,-,,2. The name of the witness for the supplemental soil data should be corrected to Andrew McBrearty, Mill River Consulting, Inc. —220(4)(h) & (i). 13. Please provide an appropriate plan revision date. The plan revision date is 11/8/04, however, information included on the design plan is dated January 13, 2005. L4'. Please provide the names of all abutters on the plan. —NA 8.02j Vli f` �S. Please provide the elevation for the proposed driveway—NA 8.02t Stockpile area is sited directly over the Soil Absorption System—please relocate. a!' Please provide distances to the septic tank,pump chamber and Soil Absorption System from the property line. Also,provide distances to the septic tank,pump chamber and the Soil Absorption System from the fixed benchmark on the site. —NA 8.02a-c r Please provide distances from the soil absorption system to the proposed water service. Please provide a properly scaled conventional system layout. The conventional design provided uses 42"trenches, yet the system layout drawing uses 34"trenches. 1 a. Please provide the height of the spike from the ground surface for all benchmarks on trees or poles—NA 8.04a I I t: Please label existing contour elevations. —220(4)(g) 12ti Please clarify the grading around the Soil Absorption System to depict the elevation at breakout. �1'3. Please show the access manhole on the pump chamber detail. —231(5) IW Please provide a pump curve with the operating point for specified pump. t5. Please demonstrate that the pump chamber has 24 hour emergency storage. —231(2) 116. Please provide detail illustrating the required cover over the Infiltrator-brand chambers will be achieved. ice: Please show proposed contours such that the grading slopes away from dwelling. It appears that drainage from the Soil Absorption System will tend to drain to the eastern face of the proposed building. —255(2) t8: Please specify the finished grade over the distribution box and the leaching area. J-9r. Please provide the name of the person who delineated the wetlands. Additionally, please provide the date of boundary confirmation from the Conservation Commission. V:�0. Please provide Soil Absorption System dimensions on the plan. It is not clear that the minimum 10' distance between trenches is provided. —NA 14.01 Q-1`� Please provide component details which match the notes on the plan. For example, the septic tank details shows an 18" outlet tee and an effluent filter, however the notes mention a 14" outlet tee with no mention of an effluent filter. 22. Please specify the number of Standard Infiltrator-brand chambers being used in each trench. 23. Trenches greater than 50' in length must be vented. Please depict venting of trenches including construction details necessary for attaching a vent to Infiltrator-brand trenches. —251(11) T,2'4. Estimated High Groundwater for Trench 1 should be 32"below grade as shown by soil test data. By interpolation, Trench 2 should have an Estimated High Groundwater which is 34"below grade. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, san . Sawyer, RE S/R Public Health Director cc: Owner File LITCiHF1ELD COMPANY,INC Land Developers Quality Home Builders FEB 2 3 Z005 MEMORANDUM TOHEAOLFF DE ARTM LATER TO: Pam: North Andover, Board of Health FROM: Patty Schuler DATE: February 23, 2005 SUBJECT: Septic Design Filing Fees—Lots 10,11 12 Boston Street The enclosed checks cover the filing fees for the above referenced lots. Joe Serwatka has, or will sometime today, under separate cover, drop off all other pertinent plans, etc. Should you need anything further,please feel free to call immediately. Telephone 781-270-6859 • Fax 781-270-9406 . Email: GJLCbLCIBUILD.COM 26 Ray Avenue, Burlington, MA 01803