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Home My WebLink About0260 TOBEY WAY - Health 260 Tobey Hyannis ' A 247—245 0 'a o , k � s s 'TOWN OF BARNSTABLE LOCATION® -�P&7 Imo- 7 SEWAGE #��- 2 VILLAGE ,,� ASSESSOR'S MAP & LOT 3y7 • a-Y INSTALLER'S NAME & PHONE NO. e7eOt l .c,�.1s l Alit S i ASEPTIC TANK CAPACITY 1003 � n LEACHING FACILITY:(type) (size) `jV Yk IO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER 10 BUILDER OR OWNER VUkw3cY CJ,2e, DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED - 46 VARIANCE GRANTED: Yes No rb _ O J ys- �a No. Fee THE COMMONWEALTH OF MASSACHUSETTS *,, ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASS CHUSETTS 01 pfication for Xkqo5aY *p5tem Congtruction Pe rmit Application is hereby made for a Permit to Construct X)or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No7u.,OL Own V�' ess .N� / 77A0.7. 4ee5T &Z" 0" p 6il.(/", Inst r' e, ress and Tel.No. Designer's Name,Address and Tel.No. v P19g s 3 be Type of Building: Dwelling No.of Bedrooms Garbage Grinder(X j Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow S� gallons per day. Calculated daily flow '330 gallons. Plan Date e, S S Number of sheets / Revision Date `"— Title 15&- 77` SV572=o4 'bC StC•-1 A&v••A u�i�wero3J Co-rt—n -- 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 TA1 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue, y . oard of Health. Signed Date Application Approved by Application Disapproved for the following reasons Permit No. 4 , ® Z Date Issued A/ 7 4 .i.. .L-a,. .�s '*'r+--f`•_ t•v.- ..^..... a _ NI No. _ . , Fee ' YMCCOMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASS CHUSETTS appYicati•on for �Digpooal *p5tem Conotructiou Permit Application is hereby made for a Permit to Construct )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. OwWPA Ad e, es L No �n` Inst"ZIr 16 N e, .ddress,and Tel.No. Designer's Name,Addre s and Tel.No. �'� U) s yZ$ � Type of Building: Dwelling No.of Bedrooms Garbage Grinder e-0) Other Type of Building 1 No: of Persons thowers( ) Cafeteria( ) Other Fixtures 99 Design Flow gallons per day. Calculated daily flow gallons. Plan Date G Number of sheets / Revision Date Title :5&-P 77e- SVA7&.N 'bL—s✓-CA sue, .u4-4-A u- D GeWZ-tom { I 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 Titl 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by oard of Health. ffi Signed Date jr Application Approved by SA Application Disapproved for the following reasons . Permit No. 4 E.- - Date Issued s' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC. HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance - THIS IS TO C TIFY,that a On si a Sewage Disposal System installed P-C)or repaired/repla d( )on by if q U4 for T ' o GfJ• r has been constructed in accordance, with the provisions of Title 5 and he for Dispo. a(System Construction Permi(No. dated /O - gl. Use of this system is conditioned on compliance with the provisions set forth below:. i C� -V No. �-r� t Fee lw THE COMMONWEALTH OF.MASSACHUSETTS x PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS liopooar *pgtem Cow9truction Permit' Permission is hereby granted to -r-� to construct(� )repair( )an On-site Sewage System located at L6 C3 �) —FCi GYM!/// / b, c� 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. All construction must be completed within two years of the date below. Date: Approved by '7 l-, 77 ......... . �TIONS ES GN, : CR I TER / A GENERA L' NO TE5 ELEVA D N VER t, Mus ACCESS COVERS, T, BE WI THIN AT BUILD li� OFFINiSH dRADE DES ON FL 0 W:' , 34.50 THI PLAN 5 FOR THE DES 1&N AND PER '75 P. D NYER T I N SEPTIC TAM� 32, -!-BEDROOMS A T 10 TROCTIOM OF THE S EWA GE DISPOSAL' �FIRST 2' To CONS G. p D , -BE LEVEL �BEDROOM E6UAL-S .13-0 SYSTE4_ONLY INVERT OUT 'SEPTIC TANK 32. 50 32. 40 MIN. 2' OF 4' PVC INVERT 4N DIST. BOX 2�- _ ALCCONSTRUCTION METHODS AND MATERIALS NO GARBAGE G'R' INDER EA S TONE DUL E 47— P INVERT �OUT WST, BOX: 32, 20 ANCE OF THE SEPTIC SYSTEM AND MAINTEN 12� ll�o SHA L �CONFOR TO MA SS 'D.E.P. T I TL E 5 3 4 INVERT I N L EA CH CHAMBER: 31 . 90 1 112' DIA. -4*X 314' 2 3 8-' FLOWDIFFUSORS W12' SEPTIC-TANK, REQUIRED: AND LOCACBOARD OF�HEALTH REGULATIONS, WA SHED STONE 5 OUTLET BOTTOM OF L EA CH CHAMBE)�-- 30- 90 STONE AROUND, 8*X 28' OVERALL 330 G. P. D. X /50,V GAL 1495 /0' MIN. I000 GA L 16. 90 ALL 'SEPTIC S YS TEM COMPONENT$ LOCATED ol ADJUSTED GROUWAATER: SEPTIC TANK ,PROVIDED:--LO—OOGAL . UNDER A R EA SUBJECT TO VEHICULAR TRAFF C SEPTIC TANK OBSERVED GROUND WA TER: 12.50 �':OR.GReATfk�:THAN-3' IN 'DEPrH SHALL BE BOTTOM OF TEST HOLE */0 18- 90 OF NOT TO SCALE SIZE OF LEACHING FACIL TY �REQUIRED WABLE , WITHSTANDING H-20 WHEEL LOADS. PROF LE INDEX WELL M1W 29. ZONE C 330 G. P; D.' 4,,l �ALL $EWER 'PIP SHALL-SE SCHEDULE 40 4. 4 ' ADJUSTMEN 2 MINIINCH -4 'X 8 FLOWDIFFUSORS W12 *1 ED: PROVID 5� BEFOR CONSTRUCTION CALL -DIG-SAFE-. STONE"AROUND. 8 'X 28 ' OVERALL -322-.4844 AND 'THE.LOCAL WA TER'DEP T. 1'800 EW 12 72 2.5 180 OR LOCATI ON OF UNDERGROUND UTIL I TIES. F SIDEWALL : S X� -(jpD '-PD BOTTOM: 224 S,.F.X / - 0 224 -V RTICAL DA rU14 S: 'AS TOTAL 296 S.F. 404 GPO ENCH MARK$ SET. �SEE SITE PLAN. FOR, 7., SOIL TES T P T 'DA WDETERMINA TION HAS �BEEN MADE AS TO' INDICATES, IND CA TES ��COMPL' ANCE WIMDEtD,�1REMICTfONS OR PERCOLA T I ON OBSERVED TE'S T ArION$,.�4% IT SHALL REMA IN ONINO REOUL P-8469 P-8490 4HE& CLlENTS� RS06NSIBIL I'TY TO 08 TA I N' Tp# LOT 9 LOT fO LOTJI T) - TP* ALL PERmrs.�,SPECIAL �PERMI TS. VAR IANCES 32,7 ' 31 '9 -23.J ND GRND EL. oRVD EL,.I OR EL. ETC 'FOR M S �PROJECT. TP #9 G.W.EL. G.w.EL. o �W.EL., 12.5 NIA .:,9'� SHALL�REMA IN THE CLIENT'S RESPONS 8 L IT 32.7 0* 0' ol Y 31.9 23,J x :TOPSOIL "HA E,�,THE:PROPOSED BUILDINO)rOUNDA TION 0 b;� BOTTLES � DESIO ED ,70 CCOUNT FOR THE EI TINO GRADE LOT \ [0 TOPSOIL EV 13 A FILL "'AND S61L CONDITIONS AT THE Lor-4TION OF THE 16 647± �S.' F. f SUBSOIL BUILDING. ' 26.9 3. 4' 28.7 C 0/ MEDIUM THIS�,:$EMC SYSTEM DESIGNED IN ACCORDANCE SUBSOIL' MEDIUM '24.1 9 THE SUSD $AND AND WITH 310 CMR'.- 15.005:(S) 4AS SAND MEDIUM ENDORSED.BY THE PLANNING BOARD ,ON AUGUST 8.' �1994. GRA VEL SOME" SAND AND 0ARAor GRA VEL 8'_ _GR A VEL 23 9 7' 25.7 NS Ul TABLE *A TtR JAL- (TOPSOIL. SUBSOL: +33 9 FILL ETC. ENCOUNTERED, BELOW THE INVERT EW 14 kro um -LEACH CHAMBER'�TO 'BE REMOVED FOR A MED I UMI MED I UM FINE SAND /0 AROUND, THE-CAMBER DOWN TO DISTANCE.�OFI SAND I FINE SAND 10. 7HE:CL EAR SAND,LAYER AND REPLACED WI TH 12.5 CLEAN MED I UM,SAND.,— No #A TIER 13 NO'WATER 12'— "3 19.1 7 APR I L'�� 8. 1995 DA TE., Val, -HA TE T B y,. S�TEPHEN A S w TNES;SED By ED 2� PERC, RA TE: M NI NCH, CHI 100 OAL, $,Ell 'TANK D-iox PIN S YS T �P T m4'i i%6#V1MV$0*s I IM-30.97 012' STONE\AR whk 0 Y WA Y T 0 TOBE /0 qO - T &A R IV )VA 7 -D , -OR, PR4/,,V, , I I I : I� I woe RE 4 jo.aj TP *It L.I)AV C',4 L`E LEACH Pir LOCATIOM PER ROAD A$-&VIL 7 PLAN o .0" ?io� 67 �y 4 PVC SCHrD LE '52 !CA LC $A Jo �95-240 '�RVBIPDR, H10W 0 r HN