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Home My WebLink About0072 WACHUSETT AVENUE - Health 72 WACHUETTS AVE. ,HYANNIS A =287 082 i N I OWN OF BARNSTABLE C. LOCATION 4(5er, gGe, SEWAGE # — 'ILLAGE Y/�/; ASSESSOR'S MAP& LO +® INSTALLER'S NAME&PHONE NO. l;T/1 `% SEPTIC TANK CAPACITY Z WO LEACHING FACILITY: (type)1 (size) S7M4—� t J NO.OF BEDROOMS BUILDER OI�-O r" ( PERMIT DATE:— COMPLIANCE DATE: Separation Distance Between the: _ t ,f Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ' Private Water Supply Well and Leaching Facility (If any wells exist ys 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 1 f F i t ' No. (D(O .., Fee C"- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for -Migpogal *pgtem Cow5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel -7 Y"�,( (A-C 1+0 SE-a A-J6 :90-5,4AI 5A--,t, T4--C,9(JZ_ �-- $ — ?2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. j6RTOLO rl .5A�z Type of Building: Dwelling No.of Bedrooms Lot Size /50 °O sq.ft. Garbage Grinder Other Type of Building of Persons .3 Showers Cafeteria( ) Other Fixtures Design Flow lv D gallons per day. Calculated daily flow gallons. Plan Date 2 8 9 4 Number of sheets / Revision Date Title a-R, 9U54 tiJ 6 R6cV;�5 Size of Septic Tank O 6 O C 4 L_ 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 Certifi- cate of Compliance has been issued this B d o ealth. /' l Signed Date Application Approved by Date �U v Application Disapproved for the following reasons Permit No. Date Issued Z� l Z I t Entered-in computer: .... , `� THE COMMONWEALTH OF MbSSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN"OF BARNSTABLE} MASSACHUSETTS r ZIPPrication for )Diopomf *pgtem Construction Vermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. A Owner's Name,Address and Tel.No. Assessor's Map/Parcel -7 2- W A C 14(1 SE 77 A J 6� .50,5,4y� 5,4,tJ j'i¢�-R vZ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t6Rroco 7,r i BAX7 Iv�/C Type of Building: Dwelling No.of Bedrooms Lot Size ° ° sq.ft. Garbage Grinder(01 Other Type of Building h=,� 0eA)C6�No.of Persons .'� ' Showers c3) Cafeteria( ) Other Fixtures" / Design Flow i'. 660 o 5 V _gallons per day. Calculated daily flow gallons. Plan Date V,28 4 4 Number of sheets Revision Date Title ro R, 9054 , 13 keGe.S Size of Septic Tank 240 0 D G A Ls Type of S.A.S. Description of Soil t Natufe 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 Certifi- cate of Compliance has been issued bythis I!old of4iealth. l l l Signed Date a/ g Application Approved by OZ. xDate /v Z Application Disapproved for the following reasons Permit No. Date Issued ————————————————————————————————————— _ - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compitiance THIS IS TO CE IFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by ®� / I at Z- �i/!fG ' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. `," ` dated l 2Jq Installer Designer IN J ) The issuance of this permit sh 11 no a ctic o ued as a guarantee that the ys a will function e des p f Date Inspector 1 , d ------------------------------------,—�-�—) — No. _.-6 6 � Fee /W, •� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS '=igpo!5a1 *pftem Con!5tructIon 3derutit Permission is hereby granted to Construct )Re ' ( �/)Upgrade(/� Abandon( ) System located at Z l/✓� fGG� J�'7 X4 a,$, 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:Construction must be completed within three years of the date of this permit. Date: Approved by J L®" �1'T `ION SEWAGE PERMIT NO. VILLAGE y�9-n ��sl�de2 J INSTALLER'S NAME i ADDRESS BUILDER OR —OWNER r ,r DATE PERMIT ISSUED = _ 1 DAT E COMPLIANCE ISSUED _ �p „_�� n � G CA zzs D Gll T 'O D a No.----- THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town OF..................Barnstable ------------------------..................................... Appliration for Uhipoiial Workii Tomitrurtion amit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: Wachusetts Ave. , Hyannisport, MA -Alfred P. Bl OOkSLocation-Address Wachusetts Ave. nin)_ port MA ...... ------------------- ---•------•-------------------•-•--••---•---•-•-----•- --••••••----------••-•-----•----••----•••••--•-------•----•--•-•••••••-••-••------•-••-•--•--••--- W A & B Cesspool Servj'yer 128 Bishops Terrace&;dr nannisl� MA 02601 Installer Address Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms................La...........................Expansion Attic ( ) Garbage Grinder ( p ) `4 Other—Type Type of Building ............................ No. of persons........................... Showers ( ) — Cafeteria ( ) Pa Other fixtures ..•.•--•--------•-----•....---- 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........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ pa ....-----•-•-----------------------•--......----..........-•------------....................._-----•••------•--•-•...._....--•-._..........._........__...... 0 Description of Soil........SarA..................................................................................................................................................... x U ••-••----------------------•--•-•-•------•----------•----...---•-•--•---------------••........----------------••-•--•------•---•••.......------•---------------•-------------------••--...-•-----•--•--- W -----•-•••-----......................................................................................................................................................................................... UNature of Repairs or Alterations—Answer when applicable.Anstallation___of__a_ 15_00___gt11on__septic__tank, distribution__box and__a_•1•,000__gallon•.pre-casts stone packed leach pit._.(overflow) . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi E 5 of the State Sanitary Code—The undersigned furth r agrees not to place the system in operation until a Certificate of Compliance has'-beetf issued'by the bo 4, 3 th. Signed,_.:'.?-�- = = ` ==?.'_ :....._' 12/28/81... - - �'� 12 21 gl " Application Approved BY--`--'�-�-'--�'--� ��-��'-------•.......:.................... .........•---�-----�----............ Date Application Disapproved for the following reasons:-------•------------------------------------------------------------- .......................................... --------------------•----...-•-•---•-----•---•--•--•--------------•------------•-•-- Date Permit No.........81-......................................... Issued_ ..........12/28/81-----•-•••••-------....... Date No.....81.-------�1G3 FEs$....5. 00............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................Taw.n.............OF..................Bamstable............................................... Appliration for Biiipoii al Works Tnnitrurtiun amit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: Wachusetts Ave., Hyannisport, MA .._...... __...._._................. ....._._................................. ••-••••••••-••••••...........-----•-•-----•-•-••--.........--••••---•-••-........_._......._------ Alfred P. BrookBLocation-Address Wachusetts Ave. , Hyg&loaport, MA ......................_ ... •-- _.......--•---•----------•-•......._-••---•--••-- --•....._..........•--.....--•-•-•••••------•••-..............•-•••-•......._•-•---............... W A & B Cesspool Sery jcer 128 Bishops Terrace;ddWjanni* MA 02601 Installer Address Type of Building Size Lot............................Sq. feet �.� Dwelling—No. of Bedrooms...............4.........................Expansior�Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a YP g --------•------------------- P ( ) -- Cafeteria fixtures -------------------------------------------•---------------•----------••-•----.................-•--••...------_---- 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ C4 -------------------------------------------•----•------•---......----........---•-••---.....--------:------.......---......----•3-•------••-•----•-•----••--- ODescription of Soil........Sar ----••--•..................................•••••••---------•---•-------•------••-------•••-. -------•••-•-------•--•----••-------•---_......--------- W .-•---------------------------------------------------------------------------------------•------------------------------------------------•-------•-•----------------------------....--------•-•_•-•-- U Nature of Repairs or Alterations—'Answer when applicable.-installation of a 1500 pllon.se tie tank, dstributolr�_.box.and_a-_1_,000-_gallon_-pre-cast stone packed leach fitoverflow� . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TiTT— 5 of the State Sanitary Code— The undersigned furtl�r agrees not place the system in operation until a Certificate of Compliance has been sued by the bo o ,e 1th. • Sign 1°� �z - 12/28/81 .=•-----•••...------••-•-----•------------ ---- ---------------------••------•-- Application Approved BY :e.�.� r v.! ................ 12/2b�`il. ........................................ / -- _ .._�....._ - Date Application Disapproved for the following reasons: __________________••--___•__.-__--------•-•-------•--•--•----._..........._. .•••-_•-- Date Permit No.........81.......................................... Issued_---------.12 DSe 81-•••-••-••---•--•-•--••-- THE COMMONWEALTH OF MASSACHUSETTS ?� BOARD OF HEALTH pp�, ...........'I'own...................O F............BarnslablE.............................................. t�, Tatifiratr of TnntliliFatta THIS IS TO CERTIFY, That the� iv uaa Sew;> e Dis osal gAsterr con t�u —1 6ol) or Repaired (X ) A & B Cesspool Service, snaps erg e, . , s, by......... .. ... ...... ......._..._._....---••• . Wachusetts Avae., Hyannisport, MA - I'llfred P. Brooks t, at.............:...•------•-•----------•-•---••••••••-•--------......._._...•-----•------------•.....-----------•-----•-•••----------•--•-•----...•------•-------•••-•••-•-•-•-----•-••-----••--••---_. has been installed in accordance with the provisions of TITL_, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._a1-- ._,,-��`.................... dated-.----------- / 1-•-.•_...----.•- THE ISSUANCE OF THIS CERTIFICATE SHALL NO 7`SieyCONSTRUED AS A GUARANTEE THAT THE � SYSTEM WILL FUNCTION SATISFACTORY. DATE.............................................. :- 6. �....._. Inspector.........------_-•-._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ^s own OF Barnstable No......81...)1) FEE........................ Disposal Workii Talanitrnrtinn ranfit A & B Cesspool Gerviee Permission is hereby granted ................ ..--.---••- --.............. to Construct ( )) or Re ai ( X): I i uaal S,� e $i ��.l System Wachusettsve. r atNo......----•..:........................•--............................................................................................. Street r' as shown on the application for Disposal Works Construction Permit No.....-_..81r _ Dated....................8/8�............. . f y = --- _ �• «""/ ealth DATE................. ,x d �--- ...................... .FORM 1255 HOBES & WARREN. INC., P1.16LISHERS f OWN OF BARNSTABLE LOCATION Z 'Q ale, SEWAGE # -- VILLAGE ASSESSOR'S MAP & LO �O INSTALLER'S NAME&PHONE NO. 0-1I7Z9J C eS/' SEPTIC TANK CAPACITY :-L- LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER 047Q�VNE� -K- r te- i PERMTTDATE: COMPLIANCE DATE: rAlllln�2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A' Lo -------------- i I : 'I i 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I . 6 1 j 'h I 1 1 -- -- ---- -- --.- 1-' _ 0 4 - III.' �� I _- A� _ ;' QF .. 1 1 : d; I. 1' j .� w is a: II � p, -t K• 9.. 5 I'.v 1 I 9:. w1 II : '$ % i, a I, i - r=1 4 4-ci I 1 I 1 - . :. t----:-J ate\ a�ol. zL..) I I e - ., -4- I - - . ..:, I . .\ f 41 i .. -. i . I . ' . . � - � % , ..' ... . ,��il.',��,�,.,�:�,-,7�,.��,_,��,,,-'.-�::�l,.+', -� ,�,,,- �'. 1.� . ,� 1% . I . i Ld DEIGN DATA GRAPHIC SCALE 'a 0 20 40 SMITH SINGLE FAMILY- 6 BEDROOMS I p� S7- `ti' NO GARBAGE GRINDER �GJ� POND x 23.6 DAILY FLOW = 110 X 6 = 660 G.P.D. ZG!`dE r OCEaN �� . ~~ SEPTIC TANK 660 X 200% = 1320 GAL. RF-1 & A.P. coS USE 2000 GAL. SEPTIC TANK RESIDENCE F-1 Z 24-.8 MINIMUMS HYANNISPORT "-' --- 23.8 45 WIDE AREA = 43,560 S.F. _ HARBOR #13/9 -'" edge of pavement INCHING DER DESIGN 2,4.2 -~- ---_ --__ 22.4 i FRONTAGE = 20' S83 38'15" - --- ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WIDTH = 125 �-, 24.3 FRONT SETBACK = 30' 4• 24.1 picke? fence 3' #80 22. -�` 21.4 USE 1 -- 4" DISTRIBUTION LINE IN 6 FLOW DIFUSER UNITS SIDE SETBACKS = 15' LOCUS MAP 75 00, high IN A 12.5'X 52' WASHED STONE TRENCH AS SHOWN REAR SETBACK = 15' X ! 24.1 24.0 2 ost & rail hi h LEACHING AREA REQUIRED SCALE 1 25,000 22.3 S83 38 15.E C.B. BUILDING HEIGHT = 30 124.4 660 G.P.D./.74 = 892 S.F. FND. ASSESSORS 0 21.5' 21.7 40- �-....e 2(52+12.5) x 2 = 258 S.F. SIDEWALL AREA L ° MAP 287 PARCEL 82 24.7 3 234� • (12.5 X 52) = 650 S.F. BOTTOM AREA lawn ,y 5.4 N^ w '; v 908 S.F. TOTAL PROVIDED 25.5 24.3 25.3 �= W existing a ting o 25.1 p W 22.3 22.9 4.0' 4.5 4.0' use w l uy Cr : o 227 12.5' ,,. 25.5 ^I o shrub �24. shrubs m z to 1 0 23.9CD 22.6 22.6 FINISHED GRADE o z 24. CV 2a.o ` •; 2 ,g 22.6 PEAS"TONE coMPa D L 1 U • /� 23.8 .. es�>r�m O eee® cli 14.7 /' a existing _ �.Q�®�aeae9e 1 mS 1 KIVLE I �- ti garage 24.21 12 123.9 �• 23. " 0 g 3/4" TO 1 1/2 BAXTER & NYE INC. 9 24 99 2 ' .23.t3 2 23.4 WASHED STONE / / 1 23. 11 por existing DIST. SECTION 25.1 ti barn BOX 23.1 ELEV. 23.2' s 23.3 2 O NO SCALE C.B. 4. I co 23.0 -D„ BENCHMARK FND. d o I A SANDY LOAM "-- COVERS LOCATED TO WITHIN cv TOP OF C.B. 2 .024. shrubs 3 -► FIRST FLOOR 6" OF F.G. I I 10YR.4/3 EL. = 24.98 - rn x 23.9 o in EL. = 24.9' = X -10" 25. i 24.4 24 patio o d W Cr Q VENT " SANDY LOAM c0 I 24.5 4 3 0 G= O A F 22f M • 24�2 23.5 cv ¢ � , 22t OYR.5/6 existing t �'�` ---- ,,p A F G'� a l c 1 INV. = LEVEL � ,, �3�,j, ,:` `\�,.• _._ . garage a 24 , A 21.0 2000 GAL -ram - a _ z INv - C i DENSE SILTY o � � lawn �. 20.8 SEPTIC TANK INV. =_. _ � �cHEOULE 40 ° TOP ELEV. 20,53 �� ` SAND W/STONE 4:1 r alsr. vc. , . ?�4.8 3 24.5 3 23.7 ►- 20.5 INV. -2 .2 Box ®® '®1�®®®®®® mo®® 03 00 7:5 YR.5/8 ::..:::.. 19.7 - X 23 7 - o INV. =20.0 INV. w o .. f v ) 23.6 ••••N•••w•••«••• • I®®I®®�ii�il�®®fi��.4� ii�®® rn ! 23.4 �- to.00' :• ::�. �:: ?-X::'-• " a�®�I��>�®®>�r� �® ® = C2 COMPACT SILTY a% 24.9 23.5 6 ST�IE BASE N -60 a 23.5 �• ®®®mmis®r3at�® ate® a�� _-- 1 �® 24.3 M N - W 23.7 23.1 =_ A a 24.3 / 21.0' r _ SAND W/POCKETS OF 3� BOTTOi4s ELEV. 17.7 v LEACHING CHAMBERS -�- -148Y (TILL) 10YR.6/5 N k Q o "+ d PROFILE ' -- 23.2 °' >`` C3 MEDIUM COARSE r- • 23.1 z I exist* a NO SCALE SAND 10YR.6/3 sting/house 3 I - -180' NO WATER f.-f. _ 6ll 24.86' .i� ELEV. = 8.2' 24.Q 124.6 7 TOTAL UNITS PRELIMINARY S por a� .5'8.5' 8.5' 8.5 8.5' &5' 8.5% ' W 3L- _ A ��11 C A2h ubs o�3.9 23.1 22.6 1-1.5' WASHED STONE rESt SI TE PLAN V!� hrubs 23.3 23.0 22. shrubs lowyt C.B. 23.6 C4 1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL WITH PROPOSED SEPTIC UPGRADE . �� O.r CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE FND. 22.6 cv THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON 23.5 229 # 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS # 100 x�2: 2.7 2 .9 �- 52.0 SIEVE AND 5% AT JI72 WACH U SETT AVENUE -_ aved OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED 22.0 ,�.,`_sldN 1 22.i 20.9 21 1 r -� BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. (N X_ -____ 1 >L21. 2:2 PLAN OF TEA R TRENCR -- _ .8 2. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS edge of povem ne t _X_ ____ -� 19.7 SCALE: 1" =20.2 THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND 20' PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE (HYANNIS PORT X 21.9 rJ 7/31 --x 18.5 APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. TVA <V 3. FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR SHALL COMPLY BARNSTiBT L MASS. / 1� WITH ALL GOVERNING CODES AND REGULATIONS. IN PARTICULAR 310CMR Ab 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, ON SITE SEWAGE DISPOSAL FOR AI CERTIFY THAT THE BUILDING REGULATIONS AND THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED C.B. IS LOCATED ON THE GROUND AS SHOWN ON SUS A*T j�j��(��7C� FND. OFF THIS PLAN AND DOES NOT FALL IN A SPECIAL. PRACTICE. ►7lJb,��'�1V BR O ;11►7 45, WIDE �, F.E.M.A. FLOOD HAZZARD AREA. 4. THE CONTRACTOR IS TO SECURE APPROPRIATE PERMITS FROM TOWN ® 22.6 \ AGENCIES FOR THE CONSTRUCTION DEFINED BY THIS PLAN. SCALE: 1 = 20' DATE: SEPT. 28, 199 C.B. DATE: R.L.S. ' ��r ��I� �7 QIy FND. OFF 5. ALL:STRUCTURES BURIED DEEPER THAN 4 FEET OR SUBJECT TO VEHICLE pl�Kl1 OF MIS" z0*0ya .0 A1�1�1 Ol' s7/ �8 OFFSETS TO THE EXISTING FOUNDATION SHOULD TRAFFIC SHALL BE H-20 LOADING. 19.6 NOT BE USED TO ESTABLISH PROPERTY LINES.' B A X T E R & N Y E INC, AREA = 15,000 S.F. 6. EXISfING SEPTIC SYSTEM IS TO BE PUMPED AND FILLED WITH SANE. REGISTERED LAND SURVEYORS ELEVATIONS ARE BASED ON N.G.V.D. 7. INVERTS TO BE FIELD ADJUSTED AS NEEDED TO AC-COMOD�.� CIVIL ENGINEERS DEED REFERENCE: BOOK 1100 PAGE 565. EXISTING PLUMBING. O S T E R V I L.L E, MASS. #99108