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0152 BREED'S HILL ROAD - Health
152 Breeds Hill Road A = 314-024A01 Barnstable i TOWN OF BARNSTABLE LOCATION 2 hl//_ R� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME 'PHONE.NO.�'&,d 77 5'•G GSA SEPTIC TANK CAPACITY LEACHING FACILITYs(tVpe) r SSi7-el Gg NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATERc BUILDER OR OWNER ►9�i� DD�/Jc� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes > No �/ Sf c to -40" � a C Board of Health To�vn o Dc m'Stable P.O. Box 534 F Hyannis,Massachusetts 02601 �5 THE COMMONWE-A-L-T+hAF---M-ASSACHUSETTS BOARD OF ^HEALTH . ...........1 tit:).11...............OF. ApplirFafiaan for Uispva al Works Tonfitrnrtiun rnmit Application is hereby made for a Permit to Construct ( ) or Repair (*) an Individual Sewage Disposal System at: ''99 r ... �c ..174. c .................................................................................................. Location-41 ress or t Trio. ss.. -------------------------------- __��l l�._ - 1q_Ar. ,.,#A -- - ►� Ai� Jane® Owner ��" �( Address `. -----......•-•--•----•--•••-----•----•--- �•--•.......--••••••................,...Ia. . lara+o u.-----...------. � Installer Address Q Type of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d . Other fixtures _-----------------------------------•------------...-------•---------------------------------------------------------------•......•....._••........ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. P4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter.__....-_____.__ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No-_------------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date..............................-......... a ,.1 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_____..-________-_-_.--. r3, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.....-_-___-___--..__--. a ••----•-••------•--•------••----•--••••••-•----•••••--••-•••-•-.....-•-•••••.......-•...................•-••--•--••--••--•---••......--•-••............-•--- ODescription of Soil........................................................................................................................................................................ U •--------------------------------------------------•-------------------•-------•-----------------------•---------------------••--•------------------------------------------••••--••••---••-••-•-••-- W ._ --------------------------- ----------- --- U Natt}re of Repairs or Alterations—Answer when applicable_-. .�i- 1 .�;a____�.�lt _ .� _�P . -�+,•---. Ty� r-lt �kC�l �F4.9cq � •---- � Q's__ x' s dl -------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with p"IT(1c-� the,provisions of i1 t IL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. �- V - ........-•--Dater ...... Application Approved B ......................................... ........ •`.!_�` ..... Date Application Disapproved for the following reasons----------------------••---••--------------------------------------------------...•---••......•--••---........._ ..-•------------------------------------••-•--............---•••......•••--• --••-••-•-••••••-----•---•-•-•......•-•------•-•......•----- „s Date Permit No....... t .:.__ -. .`.�------------------- Issued............................................. t N®. :.7 Fps..... ................... f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1.c c,,•..................OF.J:_�!...:.......:. ......I.......-- ------------.....-•--------.............................................. Appliration for Uiipusal Works (fnnstrurtiun Frrmit Application is hereby made for a Permit to Construct ( ) or Repair (-)!- ) an Individual Sewage Disposal System at: !-,cn'(, . c-+ l''rr 1.1vas ......................................................_................................... •.. ............................................ .................. ............ -- ti Location-Address I or Lot No. Owner , Address LII--•---•.........................•-•---•-------------•-•-•----•--------------•-••--•-----.....-•-• ... ......................------................------------......--•=._...'................ Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( )�+ a`k Other—T e of Building No. of persons............................ Showers — YP g --•----••-----••----•------- P ( ) Cafeteria ( ) Otherfixtures ------------------------------------------------•-••--•---•---•-••--------•-••-----••-- -•••----•-•--•-•-.....••--••••••-•---•••......-•-•-••-•••-•-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date.................................. Test Pit No. 1-___-----_-____minutes per inch Depth of Test Pit.................... Depth to ground water----_----__-____--_--... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ Ix -•-••-•--••--••-------------•........•---•-•-•.......--••-•--....:..•-•--•--.....•-------•-.....s....----------•._............•-•-----•----------------_-- 0 Description of Soil............................................................................--------------------------------------------------------------------------------------_••--- x W V Nature of Repairs or Alterations—Answer when applicable'_'--:_-1.._r.: l , . ___:__._:�......1:_._.. ------------- ----••.•`� --; ---••-•=------- ------------------••------------•- -- ......................................................... Agreement: The undersigned agrees to install the aforedescribed-''Individual Sewage Disposal System in accordance with the provisions of T T:u y g g p y 5 of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been issued by the board of health. .�, Signed; '- .�:... :---'-... =�= ------------------•--------- ................................ Date' p Application Approved By...... .........`....... --•-•. .:.........::............•------- ------ ------ Date Application Disapproved for the following reasons: ......................................................... ................---•-----•------------------------------------•------------------------.....-------•-----•--•-•----------•---•---••---•-•••-:.:...•-------••--••••-----•-----------•••-----•--••-•----- + Date Permit No..---- - ....... I�sued..................... 9 -_ .s' ... Dste Ltj THE COMMONWEALTH OF MASSACHUSETYS _ BOARD OF HEALTH : r r.. .2, ..............'.`.`..'.'....................OF...... .............. ......`.................................................... xUl Trrfifiratr of Tuntplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (. ) by------------------14---t-- -••-•- ........................................................I.......................................................................... Installer at..................................................................................................................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated------------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. fN DATE............................ c9-= ...................... Inspector....................... 4 ............................................. i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -.p!V ...................OF.. :..:..........:............................................................. No. X.R.` FEE......... ....----- Disposal orkg Tomitrurtion Virrutit Permission is hereby granted.............. 1.15------eip-4%".........-............................................................................. to Construct ( or Repair ( an In ividu 1 Sewage 'sp al System atNo................... !_ �.....� �} `cs""-ti-------------------•- ................................. Street ��rr as shown on the application for Disposal Works Construction Permit No��' ..._ Dated........................................ .. ----•-•---......--•---••••-•-••-...... ... •..... ......... ........................ DATE. Q Board of Health + --------------------------- FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 1, L ri C A T10N _ S E '*_A C E PE'. RM VT N0. VILLAGE H-v 12D IHSTA LLER'S NAME A DRESS aluitoln OWNER T DATE PERMIT ISSUED 10AT E C0MPLIA.NCi ISSUED_ r r Y a � t� .. A ,. Aa- THE COMMONWEALTH OF MASSACHUSETTS F BOARD OF HEALTH Town................O F.........Barns.table................................................... Applircation for Dhip ial Wari B iSlotUitrurtion Verinil Application is hereby made for a Permit to Construct ( X) or Repair ( ) an individual Sewage Disposal System at: Breeds Hill Road Lot A-2 .._.............-_....---_--•- ---•-...-•••-...•-••••-••-••...................•---........... .................................................................................................. ovation-Address Barnstable Bus ness Bay Bay Corp. 360 Main Street; ' eOkose, MA 02176 .. _...---•--••-•-_---•• ............................................ -- ................................................ �`« Address t G Inst-_ :duress Type of Building Size Lot.....140,727-----_Sq. feet Dwelling— No. of Bedrooms........ ........Expansion Attic ( ) Garhage Grinder ( ) Z4 Other—Type of Building _Of f iCe•_-•__._-•-• No. of persons............................ Showers ( ) — Cafeteria ( ) Q Other fixtures ............. aallorts-------------------------------------------------- Design - 1800.... 1800 Flow______________ _________________•_____U er day. Total dailyflow......--_---• gallons. Septic Tank—Liquid capacityJ. Wgal Ions Length.l Diameter................ Depth................ Disposal Trench—No. ................ ... Width.___.........._..._ Total Length.................... Total leaching area...._..._.__..__.__.sq. ft. > Seepage Pit I�'o...... ............ Diameter....6..........1. Deptl: below inlet............._..._ Total lead;lag area.....920 q ...... z Other Distribution box ( X) Dosin tank ( ) - Percolation Test Result Performed b J Flynn Engineers, Inc. Jan. 31, 1985 Y----- '-- ti� Date --------------------•-- --...--...... 144 Not Encountered Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground w,ter...._................... Test Pit No. 2.....-_-......minutes per inch Depth of Test Pit._.-156 .....•. Depth to ground wat r ncountered x ----------------------------------------------------------------------------------------------------------------------• O Description of Soil.......0" - 36, Leaf Mold and Subsoil � - w 36" 144 ' Fine Silty Sand RICHARD J ...............••---.._............... -____..._ .. . ....... ......_._._ ._.._ _._....... ._ ...........................................--- ------.. ...........---......----- - --- IA ....................................... --...---•--•-•-------------. .......................... ....... .......... •..... ---••-------............ p ...... f ....... crs U Nature of Repairs or Alterations—Answer when applicable........................ ------_--_--------_--- .. . .....)k.29546---.. ..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposai System It ith the provisions of:T`:ILE 5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation n �I a ertiricate of Compliance has ben issued by the board of he: ,ta. Ak Si ned_ r1/►y�. . A lication Approved B .: �...?.`-`-• ...... P PP Y Date Application Disapproved for the following reasons:.............•-••---••-----.....---------- --••----------------------------..........._..--------:-----------•-- ........................................................ ...................................................................................................----.......................................... Date PermitNo......................................................... Issued....................................................... Date NO....... ., .. -.� FEE...... a s THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................Tow....................OF.........Barn$table. ...................................... Apptirtation for Bhgpoii al Worku Tonfitratrtion Prrutit Application is hereby made for a Permit to Construct (X).or Repair ( ) an Individual Sewage Disposal System at: Breeds Hill Road Lot A-2 ... _....... •-• .............................................. -----............. ............................................................................... Barnstable Bus iocation-Address or o. ness Bay Corp_ 360 Main Street, Mrose, MA 02176 ......................- .... •.•• ...........................................•-•----"...----....----•-----•---•••--•................ Owner Address W i; �F 1 ....._ s - Address �j 140 727 Q Type of Building r� Size Lot...._..._.._s..............Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building Of f iCe........... No. of persons____________________________ Showers ( ) — Cafeteria ( ) a' Other fixtures ...............dal101TS-------------------------------------------------------------------------------------------------•-------------------- Design Flow.......... _._•....-_"-"�� er day. Total Bail flow__.__...1800__________________________gallons. WSeptic Tank—Liquid capacity..1500gallons Length_1 '.-o'. Width...�.' ��__ Diameter________________ Depth................ x Disposal Trench—No..................... Width i......I._.._.___.. Total Length_........__ 1.. Total leaching area....................sq. ft. Seepage Pit No.___-.2........._.. Diameter.._.6....6_..._. Dephl: below inlet.._.�....o_..... Total leaching area_..._920_..._sq. ft. Other Distribution box ( %) Dosing�tank (ky-M. Percolation Test Results Performed by...E.�..J. . Enp�ineers I Inc_1 Date__-Jan.-31, 1985 a 2 144Y` Not Encountered Test Pit No. 1................minutes per inch Depth of Test Pit _.............___. Depth to ground water ___----__ _---_---- rX4 Test Pit No. 2.............minutes per inch Depth.of Test Pit-_--156t�....... Depth to ground wat r ACountered "---""-"""-•---------------------"""----•""-""-"""•"-"-"-...---"-"•-"-"-"--"--"-"-----•---....................-•---------•. N QF. D Description of Soil.......0"__- 36; Leaf Mold and Subsoil ��� __ 1q x 36`:' - 144'° Fine Silty Sand RICHARD V ..........-•---•--...-•---•... .............................................. ......--•-----.......-----.........................- . IA . W -------------------------------------------------------------------------------------------------------------------------- =------------------------------- -Kf ------ v, U Nature of Repairs or Alterations—Answer when applicable.................................................... .. _ -----Xa.29596_........ �Q Agreement: FFSSI ECG\ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System i tth the provisions of TITlE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation un '1 a Certificate of Compliance has been issued by the board of health. Signed .--------•-... 2� G�. 0 S.... Date A ication By. — a. -"- "-• - App ' ion Disapproved for the o o ang reasons:............................. .......... __.. --•-"""-..."---------""---"--"-"---"-"---"-"-"----•""----"""-"-"-•-"-"-"--•"-•-"------------""--"-"•----••.........•---••----------------------•••--------....---•-••---•-...........•---•------------.. Date PermitNo......................................................... Issued•....................................................... Date • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtifiratr of fl outpliaattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) -----•---by r-' � Installer at...........................................�.----__------------- jj' � -""-"----"----"""------"--------"----------"---"--------"--•---""-••-"""""""""""-""" has been tur 'lied r ad6er(.&e" .. pro iohs—caf T i' �.5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-----------___....._____________________ dated------------------------/._..__ ��........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT48E`-CO NSTRUED AS A GUA'It'ANT�fEk1 TffWTHE SYSTEM WILL FU"CTION SATISFACTORY. ii DATE................... Inspector........E�------ - -- ----------------- -------------------------------- • THE COMMONWEALTH OF MASSA SETTS BOARD OF HEALTH ...........................................OF..................................................................................... Now.. .. ,.' FEE.---. 4, . 1 Disposal 11orkii Toatotra ioat amit �J Permission is hereby grant - ----- ........ •---------------------------- ---- f ,' to Construct ( ) or Repair ( a idi �}t S ;�' al System atNo. / "i t :J - - -------------------------- ------------------•----------------------------------------------------....._.. ..... � tt Street as shown on the application for Disposal Works ftruction Permit No.__-;�P,�,............ Dated......................................... r ........................�_ 4 B a of�-peal-- r /E - ---• DATE.... 1� a FORM 12;$5 HOBBS & WARREN. INC.. PUBLISHERS March 6, 1985 Mr. Gerald R.. Mimno President Barnstable Business Bays Corporation 360 brain Street Melrose, MA. 02176 You are granted a variance from our Inte Regulation the Protection of the Groundwater Quality Within Zo ntribution ublic Supply Wells to install two onsite sewage sal sy ms on your a acre lot A2 located in Breeds Hill in Indepe ce Park, annis. The proposed system is sized for low ra f 600 gallons, per acre, ex- ceeding the 330 gallons, per acre, a ed ur regulation; however, water. meter readings of a similar t e bull dicate a flow rate of 316.4-gal- Ions, per day, using th ate - ghtly under the '330 -gallons al- lowed by'-our regulati In addition, perco on tests had b n performed and engineering plans completed prior to t effective date our regulation. It is not our policy rant varia s immediately after a regulation 'be- comes a , how thi ance is granted because of the water meter ings submitte with your letter outliifing the extenuating circ tances. Ind ndence Park is a zone,of contribution: to much of the Town's water sup and'we are co rned with any facility locating there. We ha IV opies of our Toxic and Hazardous Waste By-Law and request o orm all purchasers of their obligation to comply. Very truly yours, Robert L. Childs Chairman BOARD OF HEALTH TOWN OF.BARNSTABLB i JMK/mm DATE �2 �pf T N E p TOWN OF BARNSTABLE FEE �P d� OFFICE OF _ 'A"'ram'rrua BOARD OF HEALTH � '639' ,\ 367 MAIN STREET YAY M• HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Barnstable Business Bays Co TEL. NO. (1) 665-5600 ADDRESS OF APPLICANT 360 Main Street, Melrose, MA 02176. NAME OF OWNER OF PROPERTY Independence Park Breeds Hill DATE APPROVED 10/1/84 SUBDIVISION NAME LOT A-2 LOCATION OF REQUEST Inter im regulation for the protection of ground VARIANCE FROM REGULATION (List regulation). water quality within zones of contribution. VARIANCE REQUESTED (Specific request) Approval of application for disposal works construction permit as per plan dated February 4, 1985 REASON FOR VARIANCE (May attach letter if more space needed) See attached letter Re: 1) Timing, 2) Commitments, 3) Technical PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED r _ REASON FOR DISAPPROVAL i it 22 Robert L. Childs , Chairman _ Ann Jane Eshbaugh — --- -- FEB' .2 8 1985. . Grover C.M. Farrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE ` f Independence Park, Hyannis, MA02601 roo�L Development office BARNSTABLE 360 Melrose,MAr02176 BUSINESS BAYS (617)665-5600 February 28,' 1985 Mr. Robert L. Childs, Chairman Board of Health Town of Barnstable 367 Main Street . Hyannis, MA 02601 Dear Mr. 'Childs, On behalf of Barnstable Business Bays Corp. I respectfully request your consideration in approving a variance to the interim regulation for the protection of the. groundwater quality within zones of contribution to public supply wells. This request concerns Lot A-2 in -the Breeds Hill Subdivision which we have under argeement from Independence Park. Lot A-2 meets all of your technical criteria for approval of a variance as described below. Enforcement of this .in:terim regulation would do manifest injustice for the following reasons: 1) Timing Our percolation tests were made on January -S1,; 1985 under the direction of your staff.. Our Subsurface Sewage Disposal System.Plan by E.J. Flynn. . . Engineers Inc. was completed, dated and ready for submission to your Board on February 4,.. 1985. Had we simply submitted the completed Plan and Application at that time we - - would not be subject to this interim requirement. _ Not knowing that there was a deadline.'at hand we were.waiting -to submit the' sewage- plan with •the. architectural plans as a package which we brought to 'Town Hall this week. Therefore our application falls into a:•category of .plans caught in mid process. 2) Commitments �. Any building project requires extensive prior commitments.' We'have at least ` ten on going contract commitments to complete and pay for including: Maurice. Biledeau, Architect E. .J. Flynn Engineering . Shawmut Bank Mortgage Application Fee & Appraisal Grant 'Printing -Salarno•Art & Design Mycock, Kilroy, Green &. Mclaughlin P.C. Documants Business Journal Advertising Contract Independence Park, Hyannis, MAO26O1 r000� Development Office BARNSTABLE' Main Street Melrose, BUSINESS BAYS Mel MA 02176 (617)665-5600 Personally Mr. Ahern & I each gave up other businesses five months ago to concentrtate on this project. .and have investeda year in market research. A variance is additionally requested on the technical grounds given below and further supported by the accompanying information from the E.J. Flynn Engineers Company. 3) Technical A connection to the Town sewer is not available servicing Lot A-2. The specific use of- the Business Bays is for warehouse, distribution, sales. and service firms which are not heavy users of water and therefore contribute significantly less to. the. nitrate loading of groundwater than .would be . evident from the nominal application of Title V standards for design flow. Reference to the building plans and, specifictions shows the''following:' Each unit is serviced by a single men's and woman's toilet. There are no other 'pluinbing or drains in the unit. Each unit has a single 6 gallon (six gallon) hot water heater which serves the purpose of providing hot water for washing hands in the men's and woman's toilet in each unit. Specific calculations are providid by the Flynn Engineering Company. In addition documentation on water consumption for the John D. Ahern Company which is a similar use facility of 17,0OO square feet is provided.. We thank you for your consideration. Yours truly Gerald R. Mimno - President GRM/ph D� Thermo Electron E.J. Flynn Engineers E.J.Flynn Engineers (617)961-2188(Boston) P.O.Drawer 630 (617)947-3514(Middleboro) 81 Taunton Street Middleboro,Massachusetts 02346 February 28 , 1985 . Board of Health Town of Barnstable Town Hall Hyannis , MA RE: HYANNIS--Subsurface Sewage Disposal--Lot A-2 , Breeds Hill Road , Job #85-S02 Dear Members of the Board: Our office performed percolation tests on January 31 , 1985 in the presence of .your agent , John Kelly, on the above referenced lot for our client, Barnstable Business Bay Corporation . The tests were successful and passed with a percolation rate of less than two minutes per inch. Subsequently, we prepared a plan for a proposed building and an accompanying system entitled "Subsurface Sewage Disposal System" and dated February 4 , 1985 . Our plan was then forwarded to our client for them to submit it and related information to your Board . On February 25 , 1985 , our office had telephone conversations with S.E.A. Consultants in Boston and with the Director' s Office of Community Development in Hyannis to learn that S.E.A. Consultants had submitted a preliminary Comprehensive Groundwater Study to the Town for review. It is our understanding that , due to the submission of the study, your Board has imposed a loading limit for subsurface sewage disposal systems of 330 gallons per acre per day that would apply to our client' s site . In discussing this information with our client , we were informed that they had decided to apply to your Board for a variance from this limit since they have been well committed to developing this site for quite some time. For your consideration in this matter, we offer the following information: A. The proposed system is sized for a flow of 1 ,800 gallons per day (based upon Section 2 .13 of Title 5 , the State Environmental Code) . Cold Harbor Village, P0. Box 27, 369 West Main Street, Northboro, MA 01532 (617)3937115 Board of Health -2- February 28 , 1985 B. The proposed building consists of ten modular units , with a total floor area of 24 ,000 square feet , each of which will have a combined office/warehouse use . Each unit will contain only one men' s and one ladies ' water closet for use by no more than 8 employees per unit each day. C. This use is similar to one of our client' s existing buildings in Melrose , Massachusetts which contains 17 ,000 square feet . For the last four years , the Melrose building has generated total yearly water use readings as follows : 1981 - 6800 cubic feet 1982 - 6700 cubic feet 1983 - 7300 cubic feet 1984 - 9000 cubic feet Copies of these readings from the Melrose Water Department are enclosed herewith for your review. These readings, based on an estimated building use for 300 days per year and 7 .48 gallons per cubic foot , convert to the following daily flows : 1981 - 169 . 5 gallons 1982 - 167 .1 gallons 1983 - 182 .0 gallons 1984 - 224 .4 gallons These , for a proposed 24 ,000 square foot building versus their existing 17 ,000 square foot building , would proportionately j increase to the following daily flows : 1981 - 238 .9 1982 - 235 .6 1983 - 256 .6 1984 - 316 .4 D. The highest estimated daily flow for the proposed building , using the 1984 reading and a factor of 200% , from Section 2 .13 of Title 5 , would be 632 .8 gallons per day. E. Based upon your subject limitation of 330 gallons per acre per day and the size of this parcel of 3 .23 acres , the site would be limited to a daily flow of 1066 gallons per day. . . It is our professional opinion that : 1 . The Title 5 flow of 75 gallons per 1000 square feet of building per day for an office building does not directly apply to our client' s proposed building type . 1 Board of Health -3- February 28 , 1985 2 . The water meter readings outlined above reflect a closer approximation to the actual water use that can be expected to enter the subsurface sewage disposal system. This projected use is 433 gallons per day less than your new permitted limit . In summary, we are comfortable with the water meter reading procedure of calculating flows , as long as the proposed use can be shown to be consistent with other existing uses . Should your Board need more information from our office , please call me. Very truly yours , E. J. FLYNN ENGINEERS , INC. Bruce C. Wait, .L.S. Civil/Sanitary Division BCW/ba Copy to: Barnstable Business Bays Corporation 1 CITY OF MELROSE WATER RATES.' . # RATES BASED ON 12 MONTHS' CQQNSUMPTION +� WATER CHARGES REGULAR MINMIN. CHARGE PER 6 MATHS Us¢1GE. IS $16. 25 EXCESS 65 CENTS PER 100 CU FT FIRRST- 9000 CU FT- 75 CENTS PER 100 CU FT NE)T 5000 CU FT BILL DATE OB/12/93 MAI50 85 CENTS PER 100 CU FT NEXT" 3000 CUFT SERVICE ADDR: 360-368 MAIN ST E4 90 CENTS PER 100 CU FT FOR ALL OVER 13, 000 CU FT DATE flfLL".... .._ _ IN , fl �... ...._.. ...- ,,... NUMBER PREVIOUS CODE 'PRESENT CONSUMPTION CHARGES ARREARS AMOUNT DUE 07/14/B3 5299.1 746 7Bi 3300 22. 73 . 00 22. 75 IMPORTANT Checks must be made payable to the City of JOHN D AHERN CO INC. Melrose and mailed to the City Collector, Box 56, 360-368 MAIN ST Melrose, Me. 02176 MELROSE, MA. 02176 Charges not paid within 30 days after due date RETURN THIS COPY WITH PAYMENT may constitute a lien on the property. DATE INVOICE AMOUNT 53-372 113 AAIv1(( JOHN D. AHERN CO., 'Inc: -TUI 2048 DU ptfAG wrra rolls GENERAL PAINTING CONTRACTORS --- 360-368 MAIN STREET MELROSE, MASS. 02176 �OHN D. AHERN !,FS PAY 4 CO.. INC V, alp ^ DOLLARS CHECK NO:' TO THE ORDER OF DATE GROSS AMOUNT DISCOUNT HECK AMOUNT Lv n n, ,I t, -'Cn 1 I ec. o r -'7-S3 �,Z r7,r C, SHAWMUT MELROSE-WAKEFIELD BANK AND TRUST COMPANY AA(Ij 0-,I,, A�� 1k WAKEFIELD, MASS., 1:0 L 130372S1: o 28S 80S 3110 e Management Corporation June 5, 1995 Health Department 367 Main Street Hyannis, MA 02061 RE: Title 5 Subsurface Sewage Disposal System Inspection Form Unit 10, Breed's Hill Road, Xytannnirs,, MA To Whom It May Concern: On behalf of the Federal Deposit Insurance Corporation as receiver of New Bank of New England, N.A. ("FDIC as receiver") , the owner of unit 10, Breed's Hill Road, Hyannis, enclosed please find a Title 5 Subsurface Sewage Disposal System Inspection Form. Should you have any questions, please direct them to me at RECOLL Management Corporation, the attorney-in-fact for the FDIC as receiver. My telephone number is (617) 573-2922 . Very truly yours, Su n M. Roberts Senior Counsel Enclosure cc: Grant Goodman, FDIC Legal Dan Carleton, FDIC Audrey Olmstead, ERMG George Cole, AMRD Nancy Doody, AMRD 245 Summer Street, 10th Floor,Boston, MA 02209-9173 (617)742-0020 . l Gnu FUGRO EAST, INC. Sextant Hill•90 Route 6A Sandwich, MA 02563 Phone: (508)888-3900 Fax: (508)888-6689 June 1, 1995 16-23-3661 Ms. Audrey A. Olmstead RECOLL MANAGEMENT CORPORATION (F� J�D 245 Summer Street U V2 Mail Code: MABORI IE Boston, Massachusetts 02210 JUN 51995 � RE: Title 5 Evaluation 110 Breeds Hill Road Hyannis, Massachusetts Dear Audrey: Enclosed is the Subsurface Sewage Disposal System Inspection Form and Certification prepared by Bennett & O'Reilly, Inc. of Brewster, Massachusetts on May 26, 1995 for 110 Breeds Hill Road in Hyannis, Massachusetts. Also enclosed is limited background information provided by the Barnstable municipal offices. According to the report, the above-referenced property has passed Title V requirements. Bennett & O'Reilly, Inc., who performed the inspection at the site, recommends that periodic pumping of the septic system be incorporated.into the building maintenance plan. They also commented on - unequal distribution to each leaching pit due to the height of the outlet invert on leach pit #2, which is 1/4" lower than the outlet invert on leach pit #1. To correct the distribution, it is recommended that a"speed leveler"be placed on the outlet inverts. If you have any questions, please'do not hesitate to call. Yours truly, FUGRO EAST, INC. Gregory Wirsen Joseph P. Salvetti; LSP Environmental Scientist Senior Associate =W GCW:JPS/jtc A member of the Fugro-McClelland group of companies witj offices throughout the world. — An Eoual ODoortunity Emolover SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM BY BENNETT & O'REILLY, INC. BREWSTER, MA 02631 Client: Recall Management Corp. Date: 5/31/95 Attn: Audrey A. Olmstead c/o Fugro Fast, Inc. Address: 90 Route 6A, Sandwich, 'MA 02563 Phone: 617 573-2316 Owners Name: Barnstable Business Bays Date of Inspection: 5/26/95 Property Address: Unit 10, Breeds Hill Road, Hyannis, MA Part A Checklist Check if the following have been done: X Pumping. information was requested of the owner, occupant and Board of Health. X None of the system components have been pumped for at least two weeks, and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently nor as part of this inspection. X As-built plans have been obtained and examined. Note if they are not available with N/A. �X_ The facility or dwelling was inspected for signs of sewage backup. X The site was inspected for signs of breakout. . X_ All system components, excluding the SAS, have been located on the site. X The septic tank manholes were uncovered, opened and the interior of the septic tank was. inspected for conditions of baffles or . tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum. X_ The size and location of the SAS on' the Bite has been determined based on existing information or approximated by non-intrusive methods. X_ The facility owner (and occupants if different from owner) were provided with information on the proper maintenance of S.SDS. CONTENTS: Condominium unit La�mec?-)✓y-` 3ICKas reee�ver o� dew Bank of New England.Information given 1A RecQll Management Corp. , attorney-in- fact fbr FDIC. as receiver of New Bank of NewEnglnd. . l Part B System Information FLOW CONDITIONS If residential: No of Bedrooms: No of Current Residents(week-end use only) : Garbage Grinder: Laundry Connected to System: ,. Seasonal Use: If nonresidential, calculated flow: E. J. Flynn- Richard Kelley PE (Permit 85-237) . Sanitary System Flow: 1800 gpd or 900 gpd/system (based on 17,000 sq ft of office space/system) . Units 6,7, 8,9 and 10 on common system inspected. i Water Meter Readings, if available: Units 6,7, 8,9,10 (total) : 1994-5 63,000 gpy, 1993-1994 110,000 gpy. Last date of occupancy: Unit 10-1994 +/-; units 6,8, '& 9 presently occupied GENERAL INFORMATION Pumping records and source information: Wastewater treatment plant 1/85 to 3/95. 6/2/89 (1 load) , 6/8/89 (2 loads) , 6/20/89 (1 load) , 6/26/89 (2 loads) System pumped as part of Inspection? No If Yes, indicated volume pumped. Reason for Pumping: Periodic septic tank pumping recommended Type of System: X Septic Tank/distribution box/soil absorption system Single Cesspool 1500 gallon septic tank Overflow Cesspool 14' X 7' leach pit Privy 14' X 6' leach pit D'Box Shared System (If yes, attach previous inspection records if available) . Approximate age of all components, date of installation, if known and source of information: 1985: Permit 85-237 (Canco Installer) Board of Health records 1989 (?) : Install additional leach pit in resource area. No repair permit found in Board of Health records. Speculation based on extensive pumping period and repair to pavement area. Sewage odors detected when arriving at site? No f SEPTIC TANK (Locate on site plan) : X Depth below grade: 2' Material of Construction: Concrete FRP: Other (explain) : Dimensions: 10.5' (L) X 6' (W) X 4' (D) Sludge Depth: 36" Distance from top of sludge to bottom of outlet tee or baffle: 24" Scum Thickness: 6" (Outlet end of tank not built up) Distance from top of scum to top of outlet tee or baffle: NA Distance from bottom of scum to bottom of outlet tee or baffle: NA Comments (Recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc.) : Recommend septic tank pumping; evidence of solids break through to distribution box. Septic tank outlet cover should be built up to pavement grade to further facilitate pumping maintenance and inspection of outlet invert and outlet tee. DISTRIBUTION BOX(Locate on site plan) : X Depth of liquid level above outlet invert 211 . Comments: (Note if liquid level and distribution is equal, evidence of solids carryover, evidence of leakage into our out of box, recommendation for repairs, etc) : Baffled D/Box with evidence of solids contamination. Unequal distribution with outlet invert to LP2, 1/4" lower than outlet invert to LP1. Correction of outlet invert elevation. with "speed leveler" . PUMP CHASER (Locate on site plan): None N/A Y / N Pumps in working order? Comments (Note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs, etc) : ' SOIL ABSORPTION SYSTEM (SAS) (Locate on site plan, if possible. Excavation not required but may be approximated by non-intrusive methods) : X . If determined not to be present, explain: Both covers located and exposed for inspection (within 1' of grade) Type: Leaching pits and number:- 2 - 6X6 precast with stone (1-14'X7' , 2 - 141X61 ) Leaching chamber and number: Leaching galleries and number: Leaching trenches, number & length: Leaching fields, number & dimensions: overflow cesspool & number: Comments: (Note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc: Leach Pit (LP1) empty with algal stain at 4' level, Leach Pit (LP2) at 3' SWL under current use. Recommend outlet elevation correction at D'Box to equalize flow. . Silty sand with pert rate <2 min/inch noted on engineered plan. CESSPOOLS: (Locate on site plan) : None - N/A Number and configuration: Depth of top of liquid to inlet invert: . � I Depth to solid layers: Dimensions of cesspool: Materials of construction: Indication of groundwater flow: (Cesspool must be pumped as part of inspection) Comments: (Note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. PRIVY (Locate on site plan) : None - N/A Materials of construction: Dimensions: Depth of solids: Comments: (Note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc) : SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' iJ D E N CE_. ` IrJOEP_ IaM PIT IP2 az 14'x6' �a' O f �' 1 IEPQ3 PIT IPl D'BO?C - -' ! 14 x7 1500 GAL. 3 z t i PAVEMENP AREA NOT TO SCALE �'- -=-- -- ---- ----- - -_---- -=4------ . j� SKETCH PLAN ONLY j i b= AREA < -. NOTE: The subject property, Unit 10, is on a coon DEPTH TO GROUNDWATER septic system with Units 6 thru. 9. The location of the system components are as follows. 10 , +L depth to groundwater COMPONENTS LOCATION A(ft) B(ft) S9=MW INUT 29 17 BO�C 40 34 D' method of determination .or approximation: DIBOK 1 39 49 SOURCES: USGS UAD HYANNIS 1974 CCPEC GROUNDWATER CONTOUR MAP 1 _ - SDS Plan - E. J. Flynn 1985 The USGS topographic map indicates the elevation of the area is between the 50-60 , contour. The SDS plan shows the elevation of grade at e leach its at 551 . The measured depth to the bottom of LP1 is -10 ' wi an estimated elevation of 451 . The CCPEC groundwater contour for the area is 30 , +/- with a 3-4 ' seasonal adjustment. No groundwater was reported in witnessed soil testing conducted in connection with septic design. PART C FAILURE CRITERIA'' Indicate yes, no or not determined. Describe basis of determination in all instances. If not determined, explain why not. Backup of sewage into facility? NO - clear with unrestricted flow across system. Discharge or ponding of effluent to the surface of the round or surface waters? NO Static liquid level in the distribution box above outlet invert? NO Liquid depth in cesspool. NO Required pumping four times or more in the last year? (5 times recorded in 1989) Septic Tank is metal? NO Is any portion of the SAS or privy below the high groundwater elevation? NO Within 50 feet of surface water? NO within 100 feet of a surface water supply or tributary to a surface water supply? NO Within a Zone 1 of public well? NO Within 50 feet of a bordering vegetated wetland or salt marsh? NO Within 50 feet of a private well supply? NO Less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? NO Part Certification Name of Inspector: David C. Bennett, RS. Company Name: BENNETT & O'REILLY, INC. Company Address: P. 0. Box 1667, Brewster, MA 02631 CERTIFICATION STATEMENT: I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance, and repair as consistent with my training and experience in the proper function and maintenance of on-site sewage disposal systems. CHECK ONE: X_ I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15.303. Any failure criteria not evaluated are as stated in the Failure Criteria section of this form. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15.303. The basis for this determination is provided in the Failure Criteria section of this form. Inspectors Signature: Date: 5/31/95 No 5 EpEO 5p�\ �r Original to Owner: Copies to: Buyer: - Health Department: Agent: rr Z AC 2.34AC Z.07 : ! Z.07 AC- „ 44 — ,I F LL A Z I ,o-7 AC oo a:i moo DR/Vd Y TA L G / h o0P'. i a-5 Z5 .4 2 L v 2.07 AC 0 G D 4 E a m - p�Pam" Est 4 4b9 '�$ •i� w� P L_J s a L►� � 1 `p y ¢ $P ee C(G �. ' of t». © Tod 9AC v 9 10,E �NI' 2. ts� BARNS TABLE FIRE DiSrAicr i 40 N 0 - 30 4,. pc 5 0 f 3 v O 4 ti' ?P � 5 ec : EPAR D UNDER THE DIRECTION OF THE ' 1 BARNSTABLE BOARD OF ASSESSORS j SCALE r.lo AVIS AIRMAP INC. MASSACHUSETTS \ ONNECTICUT626 rM °O p. ` ;, Lf} CAT10 �t SEWAGE Pf. RM11 aQ �, VILLAC E . Na�P�iVD �AQIS It� ST A IIER'S H Ar�E ADDRESS C vF� rn C �P AWN ER DATE PER l3SVED i1ATE C.oMPLIANCE ISSU-- rA` -----T_ . ..... ... .. r ... ...... . t . . \ •'•t...; i fiNrr G VNf :. UNITS 7. -/o A i - � '�Asa. §� r�"a!'.�� � j `S �yi: ^ •� �.r ,T!j.✓.. `/ / 4e) \ 1 • s I / I -C� � � I ?A2K I NC. -6CD MCA-fC14 g k � �. tiYt7 cg March 6, 1985 Mr. Gerald R. Mimno President Barnstable Business Bays Corporation 360 Main Street Melrose, MA. 02176 You are granted a variance from our Inte Regulation the Protection of the Groundwater Quality Within Zo ntribution ublic Supply Wells to install two onsite sewage sal sy ms on your a acre lot A2 located in Breeds Hill in Indepe ce Park, annis. _ The proposed system is sized for low ra f 600 gallons, per acre, ex- ceeding the 330 gallons, per acre, a ed ur regulation; however, water meter readings of a similar type bull dicate a flow rate of 316.4 gal- lons, per day, using the ate ghtly under the 330 gallons al- lowed by our regulati In addition, percol on tests had n performed and-engineering plans completed prior to t effective date our regulation. It is not our policy rant varia s immediately after a regulation be- comes e , how thi ance is granted because of the water tTieter ings submitte with your letter outlining the extenuating circ tances. Ind ndence Park is a zone of contribution to much of the Town's water sup and we are co rned with any facility locating there. We ha iven opies of our Toxic and Hazardous Waste By-Law and request t o orm all purchasers of their obligation to comply. Very ruly yours, Robert L. Childs Chairman BOARD OF HEALTH TOWN OF BARNSTABLE ` JMK/mm T��T PIT 'DA-C' 1 Pr�rzcoQr ►�� B-r E.J FL..'<UU euG1ur�2s IUD.. I 4GGESS TO l,�P.GI-alt�ly PtT WtT► t� �L� BY JOt-- u IGt�LI.Y AGGESS TO"p SOX 1 ojg� A.GGE SS TO SEPTtG T .t_l AiG 18" -1F�.�/�( p uT`l G.i. C��/E 2 1 S 1-tEp.�/�C D�T� G. 1 . GD�/E2 L�A-c PEQGOC2ME0 j rP�.1 /� Z4" NFAV�! DUTY G. I.GOvoa �2AN(E 1�8A.2ol.t `L14-186 o� rQP.t�tl; L.EP�A20t.� `LP. ISCo 02 ���� Dk� �E�`J� P�� C� -T�J� PI� �e�� P1� L1- 6 �tZAM� l �l�AeOl1 [.A 244 02 >~Qc�tvAl.EuT. 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AUD 1A7 AG2FA To luc / J / CO►.J�-r t�LJCT l01_-1 C:o►-tT I1�.11J1=S. � Heaith Dept: �V 1��t '1��/� CQ ��`- ,�GG CD 90L `��./ � ✓�{ � i Town of Barnstable D `„J f,.]� ��.// V V I DATU �: _� .:. C� -�� Q 5. ,AL_L_ I✓l._.�\/ATIOt1S BAS�c� OI ..► M.�,�.� . M• >g� � J � I JOB N0. �j'"j �. 1✓. ,�, t=1_� L-3 U �uC,IuF_:_ i ►�G. I ) �J0 8c..e�' - - C aICHAR0 / �o� T"HE �A►LU2� 01= `T-uG O>z OwuS;F_EB 2 8 _ AELL DWG. N0. To I_1 o-r I >= `T-�-+ g o A.�D O i-I�p u-r►� A.tit o O cz 985 k r; .1_ 4 @ G�• D P�La�I1. ► � `-� C�2� r `, ,`',, Fr,'STER`` �•J. �t_Y►.�u EUGI►. tEEtz�, It IG, i�2oPE2 ` ;.; , ��� .G-1IT �1 /� ` I DATE SCALE DRAWN DESIGN CHECKED �JJ 1 l._.!�.I�.J 8.4 85 A�3 C3t aOW u 1,►�1-T -C 1 l BC•`C1 OF 3CL��� t° _�' ILISP�GTIO1 _1S Dv2tt_►C� GOUSTi�lrlGTtOIJ. A DIVISION OF E.J. FLYNN ENGINEERS , INC. Thermo A DIVISION T Electron CONSULTING ENGINEERS r7fiElectron CORPORATION 81 TAUNTON ST MIDDLEBORO MA. - 369 W. MAIN ST. NORTHBORO MA. CORPORATION