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HomeMy WebLinkAbout0001 CRAIG-TIDE WAY - Health I CRAIG-TIDE WAY Centerville A = 206 - 112 No. 42101/3 ORA � q ESSELTE 10% m O 0 0 Na, Fee P THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS App ication for �Dt!6pozal *pgtPlYi�Comarurtton Vermtt Application is hereby made for a Permit to Construct( )or Repair(r/)an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. `30 C` r Installer's Name,Address,and Tel.No. — S�C�Cy 1 Designer's Name,Address and Tel.No. � C��e v�� 6'��C1�, V6* C\ ��"cnvl �4 ?(A4 � / U,�\ 7 CC s2 7r ,� Type of Building: Dwelling No.of Bedrooms Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3y gallons per day. Calculated daily flow gallons. Plan Date �D//Z/`7,S__ Number of sheets Revision Date Title Description of Soil �'C C) ti• cSe....fi —<41 P6_11. Nature of Repairs or Alterations(Answer when applicable) 'ke 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 i this Board H t Signed cOtt Date Application Approved by Application Disapproved for t following reasons Permit No. 9Gi r ��_ Date Issued f Z I tZ �N;'i"r"7'*+•4._a..✓'w •-+•• .w...-"?- s,,_,y,T' -: .{;YXr•�•Rw IY2!'0"^^e._. .� .r4 "'.'^' 'F'F� `� _ .-r Y'a ,. i�✓, „ .:.;j No. Fee _ THE COMMONWEALTH OF,, MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS application for jx6pooal *pgtem Conotruction Permit Application is hereby made for a Permit to Construct( )or Repair(v)an On-site`Sewage Disposal System at: Location Address or Lot No. tt-- ---- Owner's Name,Address and Tel.No. VC,.v L Cc.y, — Installer's Name,A ress,and Tel.No. . S Gl1I Designer's Name,Address and Tel.No. NtC0 \r tA.A^ fy)c.\ 36* -)(4 Piro 2O U,0 'FASIe. 4 N- 7L a Type of Building: .a. Dwelling No.of Bedrooms Garbage Grinder(X .' Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33y gallons per day. Calculated daily flow gallons. Plan Date 16 117117r Number of sheets Revision Date Title ,Description of Soil (I)CCA y.— �hC._j _�re Pk1✓ ^- s Nature of Repairs or Alterations(Answer when applicable) �e leka^. .. 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 Board o He` t _ . Signed_ � Date AppUcation Approved by Application Disapproved fort ollowmg reasons r Permit No. 9Gi 0'' �� Date Issued THE COMMONWEALTH OF MASSACHUSETTS a`. PUBLIC HEALT �D� /ISION - BARNSTAE MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced on by M w ti1%�. for- �C��►1 Cc S g N/ Cc C has been c structed in accordance - with the provisions of Title 5 and the for sposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below: } p � No. (J I Fees THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigpogar 6pgtem Cottgtructiou Permit Permission is hereby granted to IA to construct( )repair(t/)an On-site Sewage System located at ` G. e 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: "7 Approved by T WN OF BARNSTABLE ._ LOCATION SEWAGE # / J VILLAGE--,-- S\ ASSESSOR'S MAP& LOT),0&-11")-- INSTALLER'S NAME&PHONE NO. � G -77-S SEPTIC TANK CAPACITY &7)0 Cy,-,,(- �'n l;JMID C[A ll_f /0®O C-w L LEACHING FACILITY: (type) ~��o �l 5�2� (size) EtSkt e NO.OF BEDROOMS - BUILDER OR OWNER_ P22,V J PERMITDATE -'� Ci.- COMPLIANCE DATE:A . Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility IJ 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 a Furnished by 60� r VG Mo 3� -10 X Pv^'� ., .... '..... ,..-... .. .. ... ,... 'r.4...: .':. ':k .:'., 4.. .,:. a t'.. ... ,..... , S i. ...::.t nt ' --: �..eq.:, .x,W:.v .0%,(.•:GI,m:°x'..K rvS.4.... .aa'„,.sF' i y.. x r , , r e , t , 1 *'.. - IN E'RT ELE•VATIoNs . DESl GN CRI TER / A ACCESS COVERS MUST BE WITHIN 24' ACCESS COVER TO "> INVERT AT BUILDING / ; 7. 1 / ' t l/8 PER FOOT DESIGN FLOW. 6 :.OF FINISH GRADE _ FINISH GRADE FOR INVERT AT BUILDING2: ,7. 38 MlN. SLOPE �.a! PUMP CHAMBER _BEDROOMS AT-.1� G.P.D. PER FIRST 2' TO A , INVERT IN SEPTIC TANK: 6: lD BEDROOM EQUALS 33Q G. P. D.,*. BE L,:SVEL VENT', MIN. 2. OF .� INVERT OUT SEPTIC TANK. 5 6 " ". � 9. l MIN , 4 PVCTE PEA r NE le NO GARBAGE GRINDER INVERT IN PUMP CHAMBER 5. 75 s 4b ' SCHEDULE 40 INVERT OUT PUMP ' CHAMBEfL `5: 50 *1.7, it = P c o l2- *2.7.36 5.75 SEPTIC TANK REQUIRED: INVERT .IN DIST. BOX. 8,20 6,20 WASHED STONE t 9 OUTLET 330 G. P. D, X 20OX - 660 GAL . INVERT OUT DIST. BOX: 8. 00 5-4'X 8' FLOWDIFFUSORS SIDE BY SIDE ` 10' MIN. PUMP CHAMBER D-BOXGAL . r s 1500 GAL H-20 W/4' STONE AROUND. l6'X 2B ' O vERAL L SEPTIC TANK PROVIDED: l 500 <, INVERT IN LEACH CHAMBER:' 7. 60 SEPTIC TANK 6' CRUSHED S TONE BASE . f BOTTOM OF LEACH CHAMBER: 6. 80 WATERTIGHT AND SOIL ABSORPTION SYSTEM REQUIRED: TI TLE.S WATERPROOF DESIGN PERC.RATE 5�M l N/INCH OBSERVED GROUND WATER: 1 . 80 - n. PROF I L E : NOT To SCALE BOTTOM OF TEST HOLE: 1 . 00 SOIL TEXTURAL CLASS - l r EFFLUENT LOADING RATE - 0 74 GPD/SF SALT MARSH 330 GPD /�. 74GPD/SF 446 S.F. GENERAL NOTES : FLAG evw l 3.a FLAG eVw 5 1 THIS PLAN I5 FOR THE DESIGN AND CONSTRUCTION LIMIT of rr TLaND vEOE<Tatrow_ -'��,3 T j v PROVIDED: 5-4 'X 8' FLOWDIFFUSORS SIDE , , OF THE SEWAGE DISPOSAL SYSTEM AND WETLAND FLAG 8Vw PUMP ,SYSTEM NO TES : BY SIDE W/4 ' STONE'AROUND. I6 'X 28 PERMITTING ONLY: 3.� I. PUMP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 BOTTOM AREA 448 S.F. 2. ALL CONSTRUCTION METHODS AND MATERIALS AND FLAG evw 2 .�� OR EQUAL. TOWN OF BARNSTABLE REGULATION LAO BVw J MAINTENANCE OF THE SEPTIC SYSTEM SHALL s d 3 ��� AA REQUIRED 330 / 0. 75 / 440 S.Ft CONFORM TO MASS. D.E.P. TI TLE 5 AND LOCAL 2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. AA PROVIDED - 493 S. Fr BOARD OF HEALTH REGULATIONS, J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH J THE MANUFACTURER 'S SPECIFICATIONS AND TITLE V REGULATIONS. J. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER T y AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER / PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE SOIL . TEST PI ! DA TA & ' THAN 3' IN DEPTH SHALL BE CAPABLE of WITH- DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER BY THE LIFTING �/ - CHAIN WITHOUT HAVING TO ENTER THE PUMP CHAMBER. I ND I CA TES p I ND l CA TES STANDING H-20 WHEEL LOADS. / RCS PERCOLATION OBSERVED �1 I TEST = GROUNDWATER r 4'9 % 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE P-85BB 4, ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 1 / POWERED BY A C/RCUI T SEPARATE FROM THE PUMP POWER. APPROVED EQUAL. ,l 6.7 0. HORIZON TEXTURE COLOR "OTHER 9.2. h ° .$ 4' A LOAMY l OYR 5. BEFORE CONSTRUCTION CALL 'DIG-SAFE j / + SAND 5/2 ..........!0 e,4 I-BOO-322-4844 AND THE LOCAL WATER DEPT. 1 I FOR LOCATION OF UNDERGROUND .UTILITIES: � -- _._ _ .- __ _ -'LOAMY" 10YR COMPACT a ! / »• / 1 X ------------------- WIRE SAND 5/6 6. VERTICAL DATUM IS. NGVD 5.l \ i` e.a - Y 3P• ...................... .... .. ...... 6.5 + ' 1 / / 1�1- UNION MEDIUM IOYR SOME SILT I/ 1� se'4j.. e.r 4' PVC INLET 2' PVC OUTLET C I ` r s /fir/ /; MERCURY FLOAT SAND 5/3 7. FOR BENCH MARKS SET. SEE SITE PLAN. by - 1 /o� !' SW/TCHES 72' 3.2 R ...... ... ... .. i I />. CH JNNO CZ COARSE S. EXISTING CESSPOOLS TO BE PUMPED DRY'AND / �� g 09 t S F e 2 GUY w/R f193/Pl ALARM ON 3•SO '�4/ �� L O / + CESSPOOL UP§ SAND ; BACKFILLED u i. CLEANOUT 9. ALL UNSUITABLE MATERIAL (A A B HORIZONS) o // +2,9 o � PUMP ON 3.40 89. C3 MEDIUM /.8 .1500 GAL - s SAND TO BE.REMOVED FOR A DISTANCE OF 5 AROUND �; �/ / 1�� SEPTIC TANK �` _ 98' � ."•�'�^. PUMP - .. ...•. l.0 a' THE LEACH FIELD AND REPLACED WITH CL A ::.... E N b / . }� t '•' � PUMP OFF 2.00 SAND IN ACCORDANCE WITH TI TLE 5. G PtlAIP 10. WHERE THE SEWER LINE CROSSES THE WATER L I N£: QP ©CT08ER !7Y 1995 : N(a �tt' CHAMBER ,'., CC oA TE. � THE`SEWER LINE IS TO BE PLACED IN A 4- SLEEVE o e.2 5�1 pW ` PUMP DC TA I L ,:NOT TO SCALE h ' CLEAMOUT " �� t ► ����l = TEST BY.' STEPHEN HAAS. g 20' LONG. !v E ROQ 9•o o w c$ Y USING f 000 GAL. SEPTIC TANK. H-20 1lWITNESSED ��� 9 PCE WATERTIGHT AND WATERPROOF. WI TNESSED BY: ED BARRY x" le• CRP .- `�' 6 �' PERC RATE: l 4 MIN/INCH 1 \may � •.. � ,, e VARIANCES REQUIRED : \ ilLL R K +'9.2 SECTION 15.2/I MINIMUM SETBACK DISTANCES. P / J ! T D � S (: / V l 0' IS REQUIRED BETWEEN THE SOIL ABSORPTION 9.6 \\ C�� / 9.2 SYSTEM AND THE PROPERTY LINE. 6' IS PROPOSED. r;` . , A VARIANCE OF 4' IS REQUESTED, Cb l0 IS REQUIRED BETWEEN 'THE PUMP.CHAMBER AND _ / >„; ..THE PROPERTY LINE. 7 /S PROPOSED. A VARIANCE .�� /s=� x:a FLowDIFFUSoR 9.�+ I C J, ,� M .,. rSA RIVS CEN TER V / L L E +9.9 �� w/4' SToNE'MWVIYD � r OF 3' 15 REQUESTED. 1 SECTION 15,248: RESERVE AREA �3 / 1 .� ✓ G �3 PREPARED FOR SEE NaTf�g. �,, •... ••, � / - 3�,,# A VARIANCE IS REQUESTED FOR NOT PROVIDING A e.24 - / \• -b-eax RESERVE AREA. PA�Fo sio I a.s - vEncr -�� l o.2 0 't - MC t7,/¢8>, .�'��.1'Si. �,P 1��o---i \ � •' •:•. / a bS"�""�"�`h,;,, . � ^%±; l '.ate ��; �.\ \ ::� ',�' r•;: r 30 CH,4RL ES STREET . NEEEUH�1M . 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