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HomeMy WebLinkAbout0522 MAIN STREET (OST.) - Health _ 22, S';TOWN OF BARNSTABLE L- A 110 I - 40— Cow`" 07 *,vi .Sf SEWAGE # 000�le �lp V'1.LAGE c?F -V i//t ASSESSOR'S MAP& LOT - INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Ira-0 LEACHING FACILITY: (type) (size) a SOX/0 a/X 30'L NO.OF BEDROOMS 3 BUILDER OR OWNE 14 PERMITDATE: COMPLIANCE DATE: Ig, ( v 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 otsite 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 y 3.2 y 30 04, 3 .3� y3' y si'13q� - �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS �� rfcation for f- o.5af stem Cong;truction Permit �gApplication for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Lo V 1— t l kM l`)`Jidda+ Ow s ame,Address an Tel.No. ( s or s a / arc 1 _ _F J t y'1 �( S �V tg fL �� / I� I �,I,,�, ` 7 Installer's Name and Tel Designer's§aZ�sand Tr�CPftE & ASSOC. 42 Canterbury Lane d East Falmouth, MA 02536 Type of Building: (15wel in No.of Bedrooms 3 Lot Size 93.3 la sq. ft. Garbage Grinder( ) er Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3O gallons per day. Calculated daily flow fl gallons. Plan Date it9— i Number of sheets 1 Revision Date Title 15%-rrc .�y, ®F 1.eta> 1� (� ` yu1.�;. Voil, ohs.' �, ' Avvllt.rl Size of Septic Tank (C�. �L.\\- Type of S.A.S. _ �I1,.��R�r'�Ck�- - 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 a of place the s stem n operation until a Certifi- cate of Compliance has been issued by this Board of Health. C` ` Signe Date /, i Application Approved by ® Date Application Disapproved for the following reasonS( Permit No. r Date Issued t JR-0 x � .. .r N Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: h o, Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIPPfication for igpogar *pgtem (Congtruction Permit Application for a Permit to Construct( )Repair Upgrade'( )Abandon(, ) ❑Complete System ❑Individual Components (� Location F.ddress or Lot No. ;�� `Z t \� 0 %"1 Own 's me,Address and Tel.No. �) „Assessors Ma /Eazcel� — ��' 1 ' -') ,S _( Installer's Name Tess a1-nd-Tel. /� /1 Designer's NamcMRH �11 FBI.N@0YLE & ASSOC, --- C , �I ) J� /� Ea Canterbury Lane � (,/ (/ East Falmouth, MA 02536 Telephone: Type of Building: wet in No.of Bedrooms 3 Lot Size �3 �� sq. ft. Garbage Grinder( ) er Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33� ` gallons per day: Calculated daily flow �fl gallons. Number of sheets Revision Date Plan Date k 0- 15,100 Title StV-*_ .ate, eF l.aeaa 1� ywt.�':. -foil, -IF,' : ��• .� Size of Septic Tank t<i� Type of S.A.S. �r1Ua- `ti Description of Soil _ 4 \�. L G S.- Nature of Repairs or Alterations(Answer when applicable) f Date last inspected: ; Agreement: / c The ur_"dersigned agrees to ensure:.the construction and maintenance of the afore/describe d on-site sewage disposal system in accordance with the provisions of Tittle 5 of the Environmental Code a of _a? ace the system 'operation until a Certifi- cate of Compliance has been issued by this Board of Health. r Signed -R + ° I d t Date- --Application Approved"by Date �. Application Disapproved for the following reasons Permit Nlo. 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 t A _M I��- s n constructed in accordance with the provisions of'T'i a Stand the for Disposa'1 System Construction Permit No 196 LAated Installer .�0/'/y 1,Qe TO Designer f/EN 1 The issuance issuance of :'s pe t shall not be construed as a guarantee that the sysQ will•function as designed46/4,k, Date Inspector �i�04,1 r �- �4 No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpoo[Apgtem Congtruction Permit Permission is hereby granted to Construct ) Repair( )Upgrade( )Abandon( ) System located a- 1_U� 2 , ' 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 m sst be completed within three years of the date of this e it. Date: Approved by I f--op 2r8�e'IC Z r4 CD CD I �jnq @16"LTC u M•P-I a rl 411 ° . ."emu 2r aZ ° 214wd-I oN t. - y l N I I' �.. .• JU Zr I FTfTUCE Sib r_ 3 I. Iv � -- f Vl_ ' 2 z I 'S ,J =11 j 2-Zxlo'5uuoezf� 71f•✓P.6 �'D CM ��`pVTJ?I 6TJ 7`f. .. .:. � $1 - / N '� ' I i 'WJe'/zaw x'r5�lz oc. W/9'iz elL�srsC�lb"ce. 2xohG too.G 4°euEE VYa(L '. I 4WE _ 2eaz - �F _ F co Fv.°•�T o c t,u,H 0 2 VUOsf1 - co ..— iEGOMD �� PLC+-! �� ��A� 11NG PLL I I �F ��I-�I Ptar ' 20it0 � 20310 -- — - — _ t� a I j N m �Wriap 41 PJ 15 ..0 I f r 9 — — N — -- _._..._ � III � � I � ��Ii (� ��`5 W/ • _'�oz 2-2ulo's� � � 2 � (� ,, t!1 1,o II- I K = `Iva i I 2X 3'bk36' toreR� I I t0 — '`i �� I I ' �,ji-- � c VGEj,D 02 CrL7 ToI �I `IP -WE '-- - - - - -_- _ I I.I 12x2bx2G I yr �I n w r i,>Gc I i I I = b P � I I. IL o I f I. I. .N. I I I I _... 11�.gu 9L It" 1ql- ,I' _ 6 � I' jI QQI � .�� U` __U'•���'�- d � U C --�� i� I I �.. .\ Q Ca-IG <�ilAP> _ r - - �- �. N '• I i ;I , � �i iii/ice. '�; ' I r_ � �� I r 1 - . to (It I d I Itt ( I I (J� _ 7W�IZ A.6`�Garno cG DU IOX 16 CO!•IG FTCi I ! •' '2K4 VAUS 2g6 bwr I rj ES(EO I 1- — — — -� I 3_ -N —._ C335 _ _ 1- t I S I� PA°FCC 66�r y�(� - p _ �oUI.�DD�TIof•-� PL.d1-� vHITEr o-1 W1 J�oVGs par,p 7ooe A- 1 i I e Y, �\ ` 2" MIN. 1/8- TO 1/2" WASHED STONE I TOP FOUND. EL z 3.< INFILTRATOR 3 4" 1 1/2" WASHED STONE EFF. DEPTH ' 1 \\� 1 \ \ lXo \ \bL. I G 06 ' t �,� 2,= �2.C=P \\ �}" �2• S.A.S. = _LONG x �d WIDE x?' EFF, DEPTH WITH(iii HIGH CAPACITY INFILTRATOR CHAMBERS WATER TlCNT COVER !--' INV. EL 71 , ou FLOW LINE O O 2' LEvII {� Q a 1` 10" MIN. „ Q0` I �� INV. EL. } .q 10• MIN. \-b"UQU1D DEPTt� ►� � --�-T_-�� �,� 2� \\ ( : 1 ,5Q INV. EL Zp.Z i ,leg , \ t IN EL 3 - - INV. �6 � o � 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK 24 PRECAST REINFORCED CONCRETE 22 } `, '7 ' ,�,� DISTRIBUTION BOX t MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) 1 i INSTALL ON a LEVLL BASE 43,561 sq.ft. } � TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND } I SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE MINIMUM wAu. THICI�,Ess •° z" OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE N SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM INSaDE DIMENSION . 12" Y L� MANHOLE. L'XISt1I2 Q7 OUTLET INVERTS SHALL 9E EQUAL TO EAC4I i `� p 0I THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR 1 ) I g O tl OTHER AND AT 2' MINIMUM BELOW INLET INVERT. t 1 }I / I. -' DWelhn MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE ,p� Lows OUTLET PIPE. ` , / k , b THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX i` SHALL ALL HA\1E EQUAL INVERTS AS DEIMINED BY FLOWNG Pa do F•v SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE THE DISTRIBUTION BOX TO THE HEIGHT or THE DISTRIBUTION } ;,•�� -� ,' d' ON A LEVEL STABLE BASE .THAT HAS BEEN MECHANICALLY LINE AVERT AFTER All LINES :NAVE BEEN SCALED IN PLACE. .; ._ 1 COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE INVERT ADJUSTMENTS SKALL B£' "Aov BY n_U40 } } / � , t � � EAST HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT AND NON-DEFOnmAiBLE MATERIAL PERMANEN Y �� ��� } } t } 1 l � � eqY BAY TL FAST©vD ro THE I � Is0 LINE 012 RI:CON5TRUCTING THE LINES UNTIL ALL INVERTS ARE OF SETTLING. EQUAL ELEVATION. K SHALL HAVE MINIMUM COVER OF 9". I SEPTIC TAN A , t � �,� ,22 I _ t cS '9 THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS 1 T CENTER AND OVER THE INLET AND , •.. . FAS.E.11�.�' T PORTS BEING PLACED A THE EN � OUTLET TEES. 5 THE OUTLET TEE SHALL 8E EQUIPPED WITH GAS BAFFLE. .• ZONING DISTRICT.' RC O VE.RLA � DISTRICT- �\ CT. AP r _ ' , . � BUILT�L1t�G SLTBAC.r�S. • � ., ': - J,. � .FRONT 20 , GENERAL CONSTRUCTION NOTES SIDE 10 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. `TITLE 5 • • •. REAR-10 AND THE TOWN OF -cl � s�VArscr- RULES AND REGULATIONS FOR _ - _ fS I 24 THE SUBSURFACE DISPOSAL OF SEWAGE. > ASSESSORS DA TA: DESIGN DATA: AT T ,`�' • . c MAP- 141 /Formel Parcel 85 2. LEAS ONE ACCESS PORT OVER TANK TEES SHALL 8E ACCESSIBLE � d Q� O t .Y P ,� STRUCTURE -v.�\ �+r 3 \ WNITHfN SIX INCHES OF. FINISH GRADE WITH ANY REMAINING ACCESS ose 9 '`•� �• �, � •\ , - Proposed o4. 22 c9 TYPE NO. BEDROOMS cnRBAGE DlsPosAL PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. p p>• �l ��, `,, Dwelling -_, �' - FEMA DATA. DESIGN FLOW 3 t - 3`su C�� D Z'c z=4, *- o. ZONE t� Panel �50 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF - - _ „ 001 0016 D WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 'WITHIN 10' - - - - - 4s •,, ,,, � \v ,, , Panel lie vise d. July 2, 1992 OF DRIVES OR PARKING. H--20 LOADING SHALL 8E USED UNDER OR WITHIN . 10' OF DRIVES OR PARKING UNLESS NOTED. , 4s .-- �- 4. THE EXCAVATOR CONTRACTOR SHALL VERIFY THE LOCATION N CO 20 / CATION OF ALL SEPTIC TANK �tC •. i�v� 1 t1,-�.a�5. '•. � SITE UTILITIES PRIOR TO ANY EXCAVATION. y LEACHING FACILITY - 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. a�ko -z.aa 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL B O 39 1 r E 20 D/BO 8 � , •• 1 � MORTARED IN PLACE. _..... . _ _ a._ O - \ • i(.() ► '3op� Y. _0,`1� 3Ap � �4C p l.__i .`?,t 1, `� t Q t 1 �` �,` �e �Q 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. Proposo„ S.A.S. Infiltrator trench OIP i 20 U 41. 4 SOIL OBSERVATION DATA: Proposed S.A.S. 6 Fxpension Area Note: Should soils be encountered during installation of sewage system the are TEST DATE `g_o not consistent with soil logs, contact the designer and/or your local Health Department SOIL EVALUATOR s - before proceeding. Mr \ Site Plan of I and i� 7 OsterrVlllo ffA STEP,- B.O.H. �� B.O.H. AGENT .. t ,, 1;FtA .. e 1,C7 J., a � EXCAVATOR -A� s'C? �L 2' G i`;J. 23971 :' DOYLG " p Pre aced For PERC/RATE L ;_yr�� a. ,:. ! • ,f - < E5s 37559 18 } • \ Robert & Monica Pratt Ott F� SL �n�Q •xj` � � gL ��yR `3f—I, Depicting The Proposed Dwelling- For Lot 2 ► � t-.5 ta�� s' G -g �..5 t�yn. � t.�• G-RAPHiC SCALE..... .. r. Date. October 15, 2000 Scale. 1 -- 20 20 0 10 20 40 so - Y Prepared a T. red S to hen 4 Doyle and ` �I�I �>�r `` �(J' Assocza tes 1 P ./ I GT _ I .� ,. � z '��h zo ft. 42 Can terb ur' lane East Falmouth, MA Tele hone. :- 5D8 j 540 ,2534 vj A[<, T