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HomeMy WebLinkAbout0126 BRALEY JENKINS ROAD - Health 126 Braley-Jenkins Centerville A= 171 - 178 SIII uu ' . UPC 12534 ILO.2153_P MA8TINO8.UN No. � Fee---1� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION/Upgrad,4 OF BARNSTABLE, MASSACHUSETTS Ye Yica�tion for ;hgtem Cott!tructio ermit p Application for a Permit to Construct( ) Repair( ( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. I Owner's I Name,Address,and Tel./�o. / 4 ��C.L �tc,` v—,eGV�.��^Gl�i Assessor's Map/Parcel, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No��Ip Type of Building: Dwelling No.of Bedrooms Lot Size , sq.ft. Garbage Grinder' Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided i� 0 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign -,� 1 Date i 2- Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 3 L__----_-------- -------- --- �OANo. ^ Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' PUBLIC HEALTH DIVISION',TOWN OF BARNSTABLE, MASSACHUSETTS Vy 2pplication for"dig o . aY 6 gtem Congtructton Permit Application for a Permit to Construct O Repair Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. y� ,F��E`lT C� Owner's Name,Address,and Tel.No.`� CJ�l c� �c GAt"C� -•,` � 1 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.\ ( ' Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grindery. Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided y gpd r Plan Date Number of sheets Revision Date s Title Size of Septic Tank Type of S.A.S. Description of Soil l " 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe-'d'� n r Date Application Approved by r//J�/� -,f Date v _ Application Disapproved Date for the following reasons /;716;je--, se— vk, ,. Permit No. Date Issued — ———————— ———————————————————— ——————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( {/) Upgraded ( ) Abandoned( )by at has been onstructed' -accordance with the provisiong-of Title 5,a(nd the for Disposal System Construction Permit No �—14441 dated Installers "� Designer #bedrooms Approved design flow gpd The issuance of this permit shall 4 not bee�con/�trued as a guarantee that the system will ftinction,as-designed. Date / / /�2 Inspector ---No. —��/ / --—�— —------------ ---------- ..Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wigogal *pgtem Co�n`6truction Permit Permission is hereby grant"��tt t C�truc ( > ) ep-air (ff) WUgrade ( ) Ab/ ) � System located at C�(. j �l 1 G / C� �I✓.�� . and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Cons ction ust b completed within three years of the date of this permit's Date Approved by-,, / a Town of Barnstable Regulatory Services Thomas F. Geiler, Director • e�war�ets. • KAS& Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63f Installer & Designer Certification Form Date: FE B 1?, 1,007 Designer: 00,11D �)- CQ06 t1 h.WQk, K Installer: Address: _ s fkl wG t,E" C%0ZCGE Address: S W1 C F1� K k 0256 On lZ �� was issued a permit to install a (date) (instal er) septic system at -LG PRA(_oy JENK[_VS to ft b based on a design drawn by (address) i)Wk� t- CO* AWLrr< ,V2& dated A2r%l IZ, 2-007 / (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. q DAVIDCn yG� 0 0. COUGHANOWR (Instal s lgnature No. 1093 GISTER�O I (� /� �, SgNITARO' (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO B A"STABLE PUBLIC HEALTH DIVISION CERTIFICATE - _OF :COMPLIANCE "i. NOT BE ISSUED UNTTTL BOTH THIS CORM AND AS- BUILT CARD ARE REC IVEB I3Y THE BA . -RBLE PUBLIC HEM," H DIVISION - - THANK YOU. ; Q7e i5.220: l�tet9annon of f lens and r-1 ( ,.,• - — Tnd plans and specificatic:is .for every on-site system shall be prepared as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a'Massachusetu Registered Sanitarian provided that such Sanitarian shall eat design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 1S.Z03. Any other agent of the owner..may prepare plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310 CIv1R 15.203 provided they are reviewed by.'a Massachusetts Registered Sanitarian and,approved by the approving authority; / (2). .Every:plan-submittrd for approval must be dated and bear the stamp and signature of V - the designer, ' (3) Every plan for a new systems or plan for the upgrade or expansion of an a xisting-systerim-- - Which requires a variance to a property line setback distance,'must:also reference a plan which bears the stamp and signature of a Massacitihsetu; Licensed Land Surveyor in accordance with NO.L. c: 112, § 81D; (Q) Every plan for a System sfia11 be of suitable scale(one inch=40 feet or fewer for plot plans and one inch=20 feet or fewer for derails of,system components). !�d.shall include. JVI depiction of: (a) the legal boundaries of the facility to be served: (b) the holder and location of any easements appurtenant to or which could impact the system (c) the location-of the all dwdlling(s)or buildings)existing and proposed on the facility and idcntifieation of those to be served by the system; '(d) the'lacation of ekisti�g or proposed irnperYi-oss areas, and inclu'dir-.g:drivoways parking areas - (e} location and dimensions of the system (including reserve area); - .. (f), system design calculations, including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and provided); and V whether system is designed for garbage gender; ( ) North arrow and existing and proposed contours; (h) location and-log of deep,observation hole tests including the date of test, existing grade elevations marked on each test:, and the names of the representative of the approving authority and soil evaluator; (i) location and results of percolation tests including the Gate of test and the names of �(k) he represertative of the approving authority and sail evaluator, . } dame and certification number of the Soil Evaluator of record: location .of.every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies-and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3, within ISO fret,cf the,proposed'system,location in the case of private water supply wells: I) location of-any surface waters of the Comonwealth;rivers, bordering vegetated m weflands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies, tributaries to surface water supplies,certified vernal pools,private water supplies or•suctioti lines, gravel packed or tubular public water Supply wells, subsurface .drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CNM 15.215 within which portions of the proposed stem are located. (1) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground=water elevation in the vicinity of time system; o) a.complete profile of the system; (p) -a note on the plan listing all variances to tite provisions of.310 CMR 15.000 sought in con}unction with the plan.; (� . the location and,elevation of one benchark.within 50 to 75 feet of the facility which is not sabject to dislccatiort or loss,duing cnnscucna:s on the facility; (r) when dosing is preposcd, 'complete design in specification of the.dosing systems pzopo.sed including.but nor limited to dosing,ch�bee capacity depth(required a*cnd ycle; ump curves and,specif cations, number of d'osinD (s) when a Recirculating Sand Filter or equivalent alternative technology is required or rogosed, a complete plan and specification for the system,including a hydraulic profile; t) a locus plan,to show the location of the Facility including the nearest existing strew, u the street number and lot number, if any, of the facility; and on.and the specifications of the system. v) the materials of consnvct / ,TOWN OF BARNSTABLE LOCATION SEWAGE QCV7P f e-c1 VIIiLAGE (fezA3+CFr V I t e ASSESSOR'S MAP&PARCEL I " 78 INSTALLERS NAME&PHONE NO. �� l C L' Y �o S-T, 7/� 411c2 SEPTIC TANK CAPACITY oD O �A LEACHING FACILITY: e (tYP ) _(>I X 0 0 (size) NO.OF BEDROOMS l 3 OWNER �o'LF��r� f `G. helle uDlttot/,A K-)rN PERMIT DATE:_ �'/3 "® 7 COMPLIANCE DATE: f1� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY _ 7 S �v Ll1 of Town of Barnstable P#_ -2 Departiinent of Regulatory Services Public Health Division auuvsM , _DD 2 NAM Date 200 Main Street,Hyannis MA 02601 - / Date Scheduledlei5 � �(� �l 1 ' -- ��Q% Time Fee Pd. /��, Soil Suitability Assessmentfor Sewage ' _ g Disposal Performed By:'D 11 � �Q�✓7�' IC Witnessed By: (�(�V f C 7'A.I.J ro Tom/ LOCATION& GENERAL INFORMATION Location Address 12-4 ((�� ` `' a+fSiYJi ley .7eYlhl1.h 5 i2� Owner's Name�^ivl4rd U1 rt ip(�lt4Eh Address t2-(p W(� Assessor's Map/Parcel: t yy /' �� y . C i/ jCPt�Afli�l25 �(� y _ _ �7F[ 1 ! Engineer's Name �jD �•��UGlvr��W '- NEW CONSTRUCTION REPAIR p Land Use , � `i' Telephone# Gcz� `3 C4 �17/1 �S►C.R�.utt'i Gl� Slopes('Yo) 0 Surface Stones h O he Distances from: Open Water Body _g possible Wet Area 100+ --._._ft Drinking Water Well F0 Drainage Way 1' __ft —__ft ft Property Line `q — v— _ Other. ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands en proximity ty to holes) (JV -- -- — I50.00 ft -- -- -- _ -- - OT �� L I Ig 8 0 { ' I F11 FE UNDWATER ADJUSTMENT , E i I TING GROUNDWATER LEVELED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. INDICATED GW 36.00 __� I INDEX WELL SDW-252 150.00 rr ZONE D READING DATE MARCH. 2007 READING 47.3 _ .-- ADJUSTMENT 3.5 ADJUSTED GW 39.3 ! Parent material(geologic)T r© i L1 g( o vf WC1 '5'I^ Depth to 8edrgek 0 a Depth to Groundwater. Standing Water in Hole: ��e Weeping from Pit Face Estimated Seasonal High Groundwater Str?(✓ a b Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: Depth to S011 mottles: Index Well# ReadingDate:— Index Weli level in, Groundwater Adjustment - ft• A41,factor Adj.droundwater Level,� p PERCOLATION TEST >�ate 4 Il o Observation Tllne Hole# 1 Time at 91, _ _- Depth of Pere Z ►h , r 0 ii Time at 6" {�� Start Pre-soak Time @ � 1 —� Time(9"-6") End Pre soak Z ! Rate Min./Inch hip j Site Suitability Assessment: Site Passed_z_ _ Site Failed: Additional Testing Needed(y/N)�- Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICIPERCFORM.DOC SOIL TEST LOG DATE OF TEST: APRIL 11. 2007 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 11749 NO y i NCOUNTE TEST PIT I PAARENOTUNDWATE MAATERIA EPROGLACA LED OUTWASH PERC AT 72 in - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 60.16 0-io FILL 10-12 O LOAMY SAND 10 YR 2/1 NONE FRIABLE 12-16 A LOAMY SAND 10 YR 3/3 NONE FRIABLE i 18-36 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 57.01 36-120 C MEDUIM TO 10 YR 5/4 NONE LOOSE COARSE SAND 50.18 NO TEST PIT 2 PAARENOTUNDWATER MATERIAL: PROGLACA LED OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELLI - MOTTLING 60.09 0-Z FILL 7-9 O LOAMY SAND 10 YR 2/1 NONE FRIABLE 9-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 12-40 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 56.76 40-137 C MEDUIM TO 10 YR 5/4 NONE LOOSE COARSE SAND 48.67 DEEP OBSERVATION HOLE LOG Hole# Other Depth from Soil Horizon Soil Texture Soil Color Soil Soil n (structure,Slopes;Boulders. Surface(in.) (USDA) (Mansell) 8 Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes 0 within 100 year flood boundary No✓ Yes Depth of Naturally Occurring Pervious Material �y Does at least four feet of occurring pervious material exist in all areas observed throughout the area proposed for th s system? e If not,what is the DAVID urring pervious materials r Certification D' I certify that on �� e) have passed the soil evaluator examination approved me consistent with Department of E Fcntal P�rBt ti and that the above analysis was performed b Y o the required traini rience described in 310 CNM 15.017. FV u Date Signature Q:\SgpTlcq?ERCFORM.DOC SOIL TEST LOG DATE OF TEST: APRIL 11. 2007 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 11749 TEST PIT 1 NO GR OUNDWATER ENCOUNTERED MATERIAL: L OUTWASH PERC AT 72 in - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 60.18 0-10 FILL 10-12 O LOAMY SAND 10 YR 2/1 NONE FRIABLE 12-18 A LOAMY SAND 10 YR 3/3 NONE FRIABLE 16-36 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 57.01 36-120 C MEDUIM TO 10 YR 5/4 NONE LOOSE 50.18 COARSE SAND NO NCOUNTE NDWATE TEST PIT 2 PAARENTUMAATERI A EPROGLACALD OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 60.09 0-Z FILL 7-9 0 LOAMY SAND 10 YR 2/1 NONE FRIABLE 9-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 12-40 B LOAMY SAND 10 YR 4/6 NONE FRIABLE f 56.76 40-137 C MEDUIM TO 10 YR 5/4 NONE LOOSE 48.67 COARSE SAND I DEEP.OBSERVATION HOLE LOG Hole# . Other (M Surface(in.) (USDA) (Mansell) 8 Soil Mottling Depth from Soil Horizon Soil Texture Color Structure,Stones;Boulders. o istenc 46 ravel DEEP OBSERVATION HOLE LOG . Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistenc %Q ilwe) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil OtherStructure,Stones,Boulders. Surface(in.) (USDA) (Mansell) Mottling (C n i to c G ve DEEP OBSERVATION HOLE LOG Hole# Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling Structure,Stones;Boulders. Surface(in.) (USDA) (Munsell) 8 Consi ten r Flood insurance Rate Map: ' Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes a O Within 100 year flood boundary No✓ Yes Death of Naturally Occurring.Pervious Material Does at least four feet of ally occurring pervious material exist in all areas observed throughout the area proposed for th : Al S system. If not,what is the DA to urring pervious material? ID Certification o D, ' y I certify that on e) have passed the soil evaluator examination approved by the Icertify that of E � ntal Ptst ti n and that the above analysis was performed by me consistent with . Departmentfc E .017. the required trai n rience described to 310 CIvIR 15 v u ZJ Date Signature _— Q:4SEpTlCVERCFORM.DOC Town of Barnstable P#_ l rt� Department of Regulatory Services tt � Public Health Division Date l' 6,2 4o r1639.���� 200 Main Street,Hyannis MA 02601 Date Scheduled 41t2 5 I w0 Time ( ( Fee Pd. � Soil Suitability Assessment for Sewage Disposal Performed By: D 61)I r) b . C(�(1,6 H 6.�0 W� ` p �- Witnessed By: LOCATION& GENERAL FORMATION Location Address 12 Qn `' 8M lev 7enF,1 h S �9 Owner's Name k�ivtgf �M chdtp tp 1 / i ka q.Ch Cailicil,V (!�� Address l.��p ��3L(�+ r Assessor's Map/Parcel `�� /��� �PI/�%r l25 P l CC En J Engineer's Name ii��,,,, ' Lkiv/ NEW CONSTRUCTION "©uG ��W REPAIR Telephone# S� 3 C4 �( Land Use eesl _ i"t 4.1 4 Slopes m , `0 Surface Stones h 0 11 Distances froth: Open Water Body Loll t ft Possible Wet Area 1004 1 ft Drinking Water Well F��tit ft Drainage Way ft Property Line t—V_ ft Other ft -- SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in Proximity_11 P ty to holes) -- -- — iso.00" -- -- -- a �L07- '"1 ❑ i i GROUNDWATER ADJUSTMENT � EXISTING GROUNDWATER LEVEL i I d BASED ON TOWN OF BARNSTABLE Oi i GIS DEPARTMENT RECORDS. I I INDICATED GW 36.00 INDEX`-- -- -- -- -- --J ZONE WELL SDW-252 150.00 rt READING DATE MARCH. 2007 -- - " READING 47.3 r— ADJUSTMENT 3.5 _ ADJUSTED GW 39.3 Parent material(geologic) 1'_O l Ct(1 (7( Q i f f W t( I, �"I Depth to Bedrock 11 0n e Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 5e q o b o U cg Method Us DETERMINATION FOR SEASONAL HIGH WATER TABLE ed:�t Depth O�bserved standing in obs.hole: Depth to weeping from side of obs.hole: in. Depth to soil mottles: in. Index Well# Readin Date: in. Groundwater Adjustment ft S Index Well lever— Adj,factor q - dj.Groundwater Level s 1= Observation PERCOLATION TEST bate 4 II D Time Hole# Time at 9" � Depth of Perc 7� Time at 6". Start Pre-soak Time @ F 1 'lime(9"-6 End Pre-soak, Z ! Rate Min./Inch nl p i Site Suitability Assessment: Site Passed_�� Site-Failed: Additional Testing Needed(Y/N) _ Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you,must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICIPERCFORM.DOC , � o i 0 x `^ T � � cj _v J N � 2 � U 1 X x � d o � a � � v x 2 e0 '� •5 J � 2 � U �i i j4 A i { ((t � f q � 6 r I w{ s No......SK?�.15r Fizz.!................ THE COMMONWEALTH OF MASSACHUSETTS A BOAR® OF HEALTH C� 4 S 7 C:;) Is�c 1n�..............OF................Ae .sz :f3_C ............................ Appliration for Disposal Works Tonstrttrtinn Frrutit Application is hereby made for a Permit to Construct (✓/) or Repair ( ) an Individual Sewage Disposal System at: � a� .�T /Q.S ��°i9 LE j-•- E.tJ�C,�J�S �D IZ ..............c t- ----------......... _............... ................. ........... .....---- Location-Address or Lot L_EB�t� ............ ..... z------- A' f....... V� Address W .............•----. ....................................................... AeucJ { ' ........................ Installer `C� Address d Type of Building . Size Lot..`�_.�_�._�-.....Sq. feet V Dwelling—No. of Bedrooms.....��.-�3................................... Attic F--} Garbage Grinder per-, Other—Type of Building No. of persons......... ............... Showers(— j— Cafeteria (�- a' Other fixtures ........................ ... Design Flow............................e67�J�..gallons per person per day. Total daily flow................. _._.._.......�.�.P_........._..gallons. W Septic Tank—Liquid capacityl o�gallons Length.. ..-�...Width._` ...�©¢Diameter________________ Depth_...?.... v x Disposal Trench—No. .................... Width._._.P..._...._._.. Total Length.....................Total leaching area....................sq. ft. Seepage Pit No........./.......... Diameter...'J.2.__..... Depth below inlet... .... Total leaching area..z�A .sq. ft. Z Other Distribution box ( 1-11" Dosing tankj,__)__ `-' Percolation Test Results Performed by.._. _. 2. .T' rZ-' ..� _ _..._. Date.1L._ _ Test Pit No. 1.�...Z-...minutes per inch Depth of Test Pit..... __ .r._.. Depth to ground water-__/. .... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 -------------------------------------------------- ------------ -----------•--------•----------------------------•------.-.------------ 0 Description of Soil...------.4 4 ��6✓_../y� ��i V w _S-'`�}�D ---S.Z_zI G__................ Y. ........ ••.... --_ U ------------------- ------ ------------- ------- .........----------}._-_� �C�n-----. . - ------------------------------------•------------ ---.---_-------- -------------- W U Nature of Repairs or Alterations—Answer when applicable.__............................................................................................. --------------------- ----------------.......---------•--.........----•---•---------------------------......---------•--------------............----••-•--.....-- . Agreement: p , The undersignecT agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITi U 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 bo d of health. Signed...../��-- �_�� Application Approved By-•••••••..............•-•--•-•--•... 6 4..� ............................4 5. � e ....... Date Application Disapproved for the following reasons:...... •-----.•.•-.--.••-••--•--............................................................................... ...--•---•-----•----••....••-------•----•.................••-•--•----••----•••---•--•-•-••••-••-----••-•--------------------------••--••----••-•--•-•-••-•---•-•-•--•-•---•-----•••••-----••-------•---- Date PermitNo....................................................... Issued----------------------------------.................... Date No................_....... Fxs.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 14 1`3 7 C.? --------.`....ctiJ---... ...oF...-..-,��---65 `A ApplirFa#ion for Disposal Works (fousirnrtion Prrmit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: f ..... 1. ....................:.................................. --------------. ;?Z_e-✓�.c.�--------.._.......----------- Location-Add,g,�. r Lot No. .-a-9avfle Ke q t� Addres Installer n Address Type of Building C'^ Size Lot_1���....... feet Dwelling—No. of Bed ............................ Attic Garbage Grinder t7 aOther—Type of Building No. of persons___._..__�_______________ Showers.(—)-- Cafeteria Otherfixtures ............................................................-----------------------------------------------------------------------•-....._..-------- W Design Flow.............................%.� ._gallons per person per day. Total daily flow............... _-�_ ............gallons. WSeptic Tank—Liquid capacity_Z!?P�gallons Length___s�_____U _ Width__ti-�_.� �"Diameter.__..._._______ Depth____...a u x Disposal Trench—No_.................... Width.................... Total Length.................... Total leaching area------------.______.sq. ft. Seepage Pit No........./.......... Diameter.....1__Z-........ Depth below inlet.... -�___ Total leaching area...2__!,5..sq. ft. Z Other Distribution box ( J�)'^ Dosing tank Percolation Test Results Performed by .a _.-' .. ._,c-_?___ � ✓_ t=_______ Date_. !(_.. _t `�� Test Pit No. 1._-'_._.?____minutes per inch Depth of Test Pit_____ Depth to ground water----)_._ . .... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -••-----•---------------------------•-------------------•---------------------------•--•••--....-----------•--•-•--•-------•----------•----------------••--- O Description of Soil............ ''. . - ,✓.--. z .�--..r� •✓M------- ..-"-'.............................................................. x - ----------- - -. r c` V W --------------------------------------- ------------------------------------------- -------------•--------------------------------------------------------------------------------------------------_•- U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ Agreement: The undersigned- agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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 Gf! _...__ ------•----------•--_--•• Da Application Approved By................................................. ----ea........................ --------C���� -.......----- Da e Application Disapproved for the following reasons:----•--V------------------------------------ ....................... --•---------------------------------------------•-•------------------...---------•----------------------•I--•----•--------------------•-••--------••----------•---•--•--------•----•----•--------•------- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS p_ BOARD OF HEALTH ......_....1.....� ......-...OF...........�7�1. S..i",1� E=:........................... Tntifiratr of ToutpliFanrr THISJ,y TO CERTIFY, That the Individual Sewage Disposal System constructed (✓) or Repaired ( ) o Installer - at.......ne.r_i�-5----� � IU/�5...........'11..............0CN•-4Eiatfl.L- 4 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 SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................1.0..:_� ` ......................... Inspector............ .................................................... THE COMMONWEALTH OF MASSACHUSETTS i� 11 7J�O BOARD OF HEALTH 1�rQlc� �j92NS G,< . ...........OF...-..- L-G�..----•....................... �j' No......... �...S6 FEE........................ Disposal Works WInnsirurti.on Vrrmit Permission is hereby granted......... ` `"� A _�- to Construct �✓ or Repairer ) a ndivid!I.d Sewage Disposal System � J at No-------------•-----•�_.l�_'5---- jj,,$$._ '- ?.. y .�.1I�t!�?s1? 1 Street �J/)/1 6I as shown on the application for Disposal Works Construction Permit No.____$� __�r`. c Dated__________ ____ ___ _____________ 10 ! v ........................................... `� ..-- oa of Health DATE ---------------- FORM 1255 HOSES & WARREN. INC., PUBLISHERS `fin � l._-� TOWN OF BARNSTABLE LOCATION SEWAGE # C�= �� �� �, . �� ® �VILLAGE ��P ASSESSORS MAP � LOTeN, INSTALLER'S NAME PHONE NO. \L. �•c�Ce� ��\—�\a SEPTIC TANK CAPACITY 1 0o c) LEACHING FACILITY:(type) p (size) NO. OF BEDROOMS PRIVATE WELL OR UBLI� WATE BUILDER OR OWNER eX DATE PERMIT ISSUED: DATE . C011PLIANCE ISSUED: VARIANCE GRANTED: Yes No 6, �� � �11 � � � � �! O- v �� II \ � I� � i 4� � ', FLOW PROFILE ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES. ALL PIPE TO BE TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE SCHEDULE 40 PVC AND TO PITCH AT EL - 61.82 +— INSTALL ONE INSPECTION RISER FOR LEACHING GALLERY 1/8 in/ft MIN. TO WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT AND INDICATE LOCATION ON AS BUILT. 60.35 D-BOX 3 ft /3 DROP MAX FLOW LINE 57.35 10" = II 14" 48" GAS�� PRECASJG BAFFLE DRYWEL 57.60+ OM OF - 6 in SOILTABSORPTION EXISTING STONE 56.73 LEACHINSYSTEM EXISTING EXISTING 56.90 BASE GALLER ' EXISTING 1000 GALLON 56.60 (END VIEW 5.00 ft)EXISTING SEPTIC TANK SEE DETAIL ON RE 19.2 ft a) 12 ft 12.5 ft b) 5 ft ADJUSTED Y 39.30 -1��I SEASONAL HIGH co N mr O O GROUNDWATER 4 w co I o cn Rl U J cO � N j� v J n Zn rd .4 cn W a rn v cn M Zrn m -LN s N W3�dd m3 ( � FTJ 1 OD m � M > r- 7� I m m I U) 11 co > > z -4 1 - n � 0 0 j a �� \m _I 1 � °zz = m m < o — I 0 I o - Z 1 \m (!) v > ul > N N N I m \ + 1 3 o ° O \ 1 1 N-) ul I 0 Cn Cn 1 o m c0 1 Z to C01y \ o>_� �_ I O = X 0 Motif N o � O 1 � Z ti z `� o o o z 1 , � I �Do � o -ti v2 p w O o f I n No 1 (_ X FTJ \05 �COMMoti� 1 0 p \ O m o G c m _ N �J r N > _< n Q I �� 1 0 1 �0 0 Q 1 N 0 �. �a� O W :Km 1 \ • ti zX =POR0= O � >W o I �� o>�� 03mf— 'm 0 * CD _� ��� ��i 1 \ 1 F-Z Z oZo�z l W Nz ®cj) m ® 1 4�HS �— � I —I rD u0M0cn m 3r co e0 I I 0 r m— I 1 >m Ul Opp C >oOZMzao N I O' (n Il 0 coOD fV �o __ r n >o;urO of W 1 �� __ �� 00� I V l I cn>>z __� O n o O �7 I (!) 01 > -< N cmn ac=� Z cnn 0 Cnm�-1� o 0 -1 n t o o T rn -I m -I o �-m ,mzmm 3 z� rno ay�3. �x m I mo_ Qo � u, � co o, � x ��fMT;o--j IU F --I rn � 3 m � = z �A m A m �y y ° y°y y C� 0�cn 0� f T1 -< tl n X O O °J °m O Z x n O ��cm N tit m Z7 p = O � —1 > IZZm I Z m Z O A o m G) P ��o�� O GL rn � y _ °'zm ~ 'Ir0 P fT73�M< N m O r - F— U) r- m ���� y� (� m RINCE �3 O 0 [ R1 N 0 Z m �I Z Q V 1 HINCKLEY AD r r 0G7�M> 0 N r fTl ���o S.Z ROAD fTl z , _, cn z m o Z o °z -til N m rn z m p� m co v BRALEY JENKWS�= o ���n(n 3 Z f- DTI Z > ROAp za co t Jm2 3 a cm: TK �_ O nl r m -<m2rno > I? y c o a o�c�3M p Z y ° o Z SOIL TEST LOG t y DESIGN CALCULATIONS DATE OF TEST: APRIL 11, 2007 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS WITNESSED BY: DAVID STANTON, HEALTH DEPT. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC NUMBER: 11749 CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) TEST PIT 1 NO GROUNDWATER ENCOUNTERED DISTRIBUTION BOX: USE 3 OUTLET D-BOX. PARENT MATERIAL: PROGLACIAL OUTWASH SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 Ft x 2 ft LEACHING GALLERY CAN LEACH PERC AT 72 in - 2 MIN/INCH IN C SOILS Abot = ( 24 x 12.5 ) = 300 sf Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 sf AtoL = 446 sf ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Vt. 0.74 x 446 = 330.04 GPD (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 60.16 USE A 24 Ft. x 12.5 f E x 2 F_ GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 0-10 FILL 18-12 O LOAMY SAND 10 YR 2/1 NONE FRIABLE T TO 12-1B A LOAMY SAND 10 YR 3/3 NONE FRIABLE L EA CHI LI G GA L L ER Y SCCALE 16-36 B LOAMY SAND 10 YR 4/6 NONE FRIABLE USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-10 LOADING) 57.01 ' 38-120 C MEDUIM TO 10 YR 5/4 NONE LOOSE COARSE SAND CONSTRUCTION DETAIL 508 GALLON DRYWELL 50.18 DIMENSIONS AND DETAIL DRYWELL UNIT STON USE H-10 UNIT INSTALL ONE INSPECTION T EST PIT 2 POARENTMATERI GROUNDWATER EPROGLACA LD OUTWASH RISER TO WITHIN THREE 24.0 ft INCHES IC FINAL GRADE 2 MIN/INCH IN C SOILS m AND INDICATE LOCATION ON AS-BUILT PLAN Lo ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER u� �Q ::0::] m (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING N DO 33 60.09 �`'- o00000000000 000pO In 0-7 FILL e-5 1 t e.5 f t .5 ft �000000000a 000 7-9 O LOAMY SAND 10 YR 2/1 NONE FRIABLE 24.0 ft 9-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 102 rr, 12-40 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 56.76 40-137 C MEDUIM TO 10 YR 5/4 NONE LOOSE CROSS SECTION VIEW COARSE SAND 48.67 2 to PEASTONE 2 in PEASTONE O O 28 3/4 in TO 24 in 3/4 in TO 26 In EFFECTIVE 1-1/2 in GRAVEL DEPTH 1-1/2 in GRAVEL 1n INSTALLER MAY ELECT TO SUBSTITUTE AN NOTES 46 1n Jr8 In 46 In APPROVED LACE TILE OF FABRIC IN PLACE OF THE 2 tn. PEASTONE 150 in LAYER SPECIFIED. 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. _ _ GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND, REMOVED. EXISTING GROUNDWATER LEVEL 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND. DUST IN PLACE. BASED ON TOWN OF BARNSTABLE -TO SERVE EXISTING DWELLING GIS DEPARTMENT RECORDS. 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOWFLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC T°ANK•. Y` INDICATED GW 36.00 RICHARD & MICHELLE WIINIKAINEN � + INDEX WELL SDW-252 126 BRALEY JENKINS ROAD CENTERVILLE, MA B) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT ZONE D PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. • ,,, ,.� READING DATE MARCH. 2007 READING 47.3 EEO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE- TO GRADE ON A LEVEL ADJUSTMENT 3.5 STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ADJUSTED GW 39.3 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO 'MINIMIZE UNEVEN SETTLING. ETE-2595 APRIL 12, 2007 212 i x SOIL LOG �� P 4 8 70 4 DATE /a= WITNESSED BY. tiJ/. /S C r'�✓ f ! t,3. C7. N r P E 7".E/Z s�J c-cL /V A n! 3 A x 7-4ff f2, �>u y, rs L co.� •� 13 C L ._ tit.EL7/ U/Ne I C®r-F'sc�CT ,.. C¢C? 7 % f•}S H�t.,t~ ko t / v- �� L. 5 F" /vt C 0 U JAI 7,45"`Tt 0 Z 4y , �� ,8' .� �, •., .�, MANHOLES AND .COVER r0 ''BE BUILT wirHIN K 24' ., prJ•^ .+ v.; EL£ V. TOP OF 'f -�.r12" OF FINISHED GRADE . 2 ! o':. F O U N D A T I O N 4 © 2m , y FJ .- AA I N. 2� SLOP E ` G+fin•\ N, , 4 .; NISHED 6 R A 0 E , o i 0: ip�op`-' P�� ' � ,. ►s o 4 CAST I RO a ' a OR :.:.•.... 4 PVC SC . 40 15T PVC SCH. 40 �+' /.. F - .- �i PITCH 14 T. � E'L£VEt ', .. t0 MIEN 2�' LAYER ' ..• pad. ,, r:p,' PITCH � t 2 . PEA STONE , _ v ' T DIST•GALLON I N V E RT` INVERT INV pr , INVERT V E R fi , J Box .,,C) p „ ., o .� � . , . , ; 5f t�T LC TAN"K B � < : � 3/4 - t t�2 D t A . .�s rt a I N V E R T � 7C to 4 I,� WASHED u t7 e S T O N E ' S� _ ' <, i9 t ;_. . INVERT' ��® w qp..;. ALL AROUND . J GARBAGE ' _t �40 Q MIN J : E L G R IN DE R 2- e "r4"y } :o :e': 2 0 AA I N. 4 ' PR0FILE. a 0E- ABLE BE-4_ow GROUND WATER T t ' SANITARY DISPOSAL SYSTEM - NOT T4 SCALE DES � GN' DATA CONSTRUCTION OF SANITARY D1S POSAL :BE DRO�OMS DESIGN FLOW 330 G AL . SYSTEM SHALL CONFORM TO MASS. LEACH RATE �. MIN./( NCH EN'VI RONMENTAL CODE TITLE V (REVISED 7- 1 - 77) .._ AND THE TOWN OF F ' AZ4Er PROPOSED LEACH CAPACITY : HEALTH REGULATIONS. 117 SEPTIC TANK., DISTRIBUTION BOX AND LEACHING PITTQ BE OF`REINFORCED CONCRETE : 4443 GAL/DAY MIN. CONCRETE STRENGTH 3000 PSI MIN. STEEL STRENGTH 2O0 OOP S1 H 10 ' DES'IGN LOADING DRIVEWAYS NOTTO BE- LOC ATE D 'OVER SYSTEM UNLESS H - 20 DESIGN LOADING' IS USED. o ALL PIPES AND FITTINGS TO" BE WATERTIGHT AND T,O B E' O F. C-A SIT. I`R O`N O R S C H E D 4 0 'P V.C. T" �.-. - S H t W I.N G � P R O P sH. OF H� ; OSED CONSTRUCTION .� S s LEGEND L b C A T t o N �~�r�,e v1� L�- .� F !D R ; ". . �: 41 0�'�S . �.�"�..�"�`�. C'.01�P APPROVED, 19 CXLE• t ® ATE: BOARD OF : HE A LTH : BUILDING SETBACK REGULATIONS PER EXiS -I NG CONTOUR � _� � _ R E F `E R E N �-- / BUILDING, INSPEC70R OR BU ( LDVNG B_ ; 16 �� f 7 PROPOSED CONTOUR ' COMMISSIONER � 23 -DATE . AGENT EXISTING SPOT ELEVATION MIN. FRONT SETBACK l7. 6 MIN. I /fl PROPOSED WATER SERVICE VI/ " a�10, OF SIDE SETBACK sic r CRAIG r *: : ` � sHeR7MIN. REAR SETBAGK /fl TEST HOLE LOCATION . _ wog dr► { E. . O I� �rr T F N C . �Dr �fCISTER�C�`�k�/e� � `FSSf©NI P"ROFESSI .ONAL". LAND, SURVEYO � „�, " R S. & ENGINEERS �• -!. 158r MA _ IN STREET .{RTE. 6A} EAST . DENNIS, MASS. .02641 SO I L LOG4870 Q DATE= O l� 6 r WITNESSED 8Y• A-1 o /yG �'• �' ��• P Tjc SVLL /V rffi2 �' /yC F , o EGST z 4 s V T3.S q L C L /M/T vi`rl 5� .55 p 5G,2 SG.? 37.E .SL 16,H7`: 00. 00 4 - ELEV. TOP OF UANHOL£ 5 AND COVER TO BE BUILT WITHIN t2" OF FINISHED GRADE . FOUNDATION fi� N15HED - RAIN. 2% SLOPE RA DE k� G T-I ip oP � 9 c ,,� o 0 4 CASTi R0 a PVC SC 40OR I5T - : PVC S C H. 4 0 ` ',,,,. P I T C H 1 fq" F T. 2 L E V E L I N. 2LAYER to PITCH / : , •�.• - 112 PEASTON E T p L o T- T. 14 ` ! t N v E R T b; So I N V E T D I ST. :QI 't GALLON INVERT R T 'r' k l BOX e13 HiNVE5 E PT t C TANK „+ s( [ t�2� D IA . ' tNYERT 3.7.E i-IDU HED STONE � INVERT �Ap w AROUND . mw 10 GARBAGE ' Yni�,ltN. V. 0OTTOlulGRINDER DI4 .� OF P 1T = — 0.2�� -.. / �t k [.. GIa ZO, MIN. � 6 O�tA•��3 �f- sI E L E V. - E . 1 PROFILE OF GROUND WATER TABLE IICL.ow - - - - j� � SANITARY DISPOSAL SYSTEM - NOT TO SCALE DE �.a' IGN DATA O CONSTRUCTION OF SANITARY DISPOSAL B £ GROOMS Lj DESIGN FLOW 330 GAL ./DAY ' SYSTEM SHALL CONFORM TO MASS. LEACH RATE 2 MtN. INCH Y .—. / f` E NVI RONME NTAL -CODE TITLE V (REVISED 7- 1 - 77) >3:')/��./-5 r � L... L f AND THE TOWN OF '� PROPOSED LEACH CAPACITY A HEALTH REGULATIONS. SEPTIC TANK,. DISTRIBUTION BOX AND LEACHING PITTO BE OF REINFORCED CONCRETE : ` GAL. DAY MIN. CONCRETE STRENGTH 3000 PSI / ; MIN. STEEL STRENGTH 2O,004P5t p , H fO ; DESIGN LOADING DRIVEWAYS NOTTO BE LOCATED OVER SYSTEM UNLESS H - 20 DESIGN LOADING IS USED. f' ALLPIPES AND FITTINGSTO BE WATERTIGHTAND TO BE OF CAST IRON OR SCHED 40 P.V. C. SITE PLAN . SHOWING PROPOSED CONSTRUCTION SH.�.OF _LSHS LEGEND L0CATION: - s -, � v ,E rr .� . "s�T ? !LL FOR : L., El - , , ? '�. ' .�� =- 4- �'0/RF' APPROVED i SCALE: F DATE = _ - ,.5i2s�, BOARD OF HEALTH BUILDING SETBACK REGULATIONS PER EXISTING CONTOUR - --16 R E F E R E'N C E: Z- � 7 ' V. BUILDING INSPECTOR OR BUILDF•NG PROPOSED CONTOUR — t6 pL-lQN ,3k © C� gas //� 7 COM 'MIS`SIONER , DATE AGENT IN. FRONT SETBACK 2p ' EXISTING SPOT ELEVATION I7. 6 /C7 PROPOSED WATER SERVICE W ' .� MIN. ,SI D`E SETBACK .,� a rn A TEST HOLE LOCATION -MIAIG , MIN. REAR SETBACK lJ �./ N � T ., r t ok - - :. ..': R p 1 R . � � ,® Oi T � C . YID i PROFESSIONAL LAND SURVEYORS' L ENGINEERS h z a .. 1586 MAIN` STREET RTE. 6A A N v r, C . ) EAST DE _I S., MASS. 02641 - -J • ,