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HomeMy WebLinkAbout0018 SAIL-A-WAY - Health 18 SAIL-A-WAY Centerville A = 230 - 095 k e i III i SMEAD KEEPING YOU ORGANIZEn No. 12534 2-153L©R SUSTAINABLE FORESTRY C RECYCLED WITIATIVE CONTENT 1096 tRoI Grtifiad Fiber Sourcing POST-CONSUMER VkmW WWWA,rogramarg 8"12W MADE IN USA WORMWATU*WM TOWN OF BARNSTABLE LOCATION SEWAGE# DC3`a0- CD ) VILLAGE Cy- Lv�,_ _r 11 l ASSESSOR'S MAP&PARCEL sINSTALLER'S NAME&PHONE NO.V A=2L % � . `$- "SEPTIC TANK CAPACITY `S�© (5-� �u yr,P � 90 S�5 r-• �6 c..� tLEACHINGFACILITY (type) �,_,� s-c'a�.� (size) 3 NO.OF BEDROOMS OWNER i..6.i PERMIT DATE: -7 ( 1 ( !DC) Oa COMPLIANCE DATE: 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 r FURNISHED BY ��Q �� ti r 4 G�6 r J c,S-1, © A�(` I - P"14�,PI i f 7D 3 gc 3 �s � P I _C9 No. Fee 00, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplita.tion for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(w Upgrade( ) Abandon( ) ❑Complete System Ondiidual Components Location Address or Lot No.Jg Sb`,`_ (�7�k Owner's Name,Address,and Tel.No. -7- Assessor's Map/Parcel a —W Installer's Name,Address,and Tel.No. �S Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size oD C S-S sq.ft. Garbage Grinder( ) Other Type of Building�s No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date'ZT,,v� Number of sheets Revision Date r Title Size of Septic Tank C;CXt) -d Q Type of S.A.S. p Gu moo, Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,,, �� �,..11�_�c�w.�, Gt�,„o r,...�G��+�_���� 1-l c��gJ 't•, .1�c.4,N`,.i. �.t�b'P-; 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 Date OF Application Approved by Date Application Disapproved by Date for the following reasons rt Permit No. Date Issued 7� 2 30^ ' No. Fee 2�" --2 - !� � q, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t Yes i PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Disposal 6pstrin Construction i3ermit Application for a Permit to Construct( ) Repair(1 Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. g Sd `_ (,v d\ Owner's Name,Address,and Tel.No. _9typ_'-73- Assessor's Map/Parcel c� _ Installer's Name,Address,and Tel.No. `?- Designer's Name,Address,and Te.No.S'o'_, 17-CO Type of Building: w Dwelling No.of Bedrooms Lot Size o S';y sq.ft. Garbage Grinder( ) Other Type of Building' , C, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided - gpd Plan Date S', � � _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)-T. _ �� C-c�l a�i E, _= Date last inspected: Agreement: ti The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in �M i 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. i Sig/ned.- " ' Date _-� Application Approved by e Date Application Disapproved by 01" Date for the following reasons Permit No.Z020— Date Issued 7 /--:f -- - - -- -------------------------------.------------------------------------------------------------------ ri�a THE COMMONWEALTH OF MASSACHUSETTS �lQV-, x BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Upgraded( ) Abandoned( )by at ? ��� jt has been construff,-d In accordance ,o with the provisions of Title 5 and the for Disposal System Construction Permit No.2o2p�dated Installer -�,aC r7n­,�NA Designer_ xIr­v �e� - ' T #bedrooms <R �--� Approved design flow and The issuance of this permit shall not be construed as a guarantee that the system w' cti In as designe , 11 . 4 d. J Date 1 7 � V Inspector j l V' - e ----- ------------------------------------- No. � — Zoo Fee cv THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair(Lo)r" Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 4 Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director MW '►sue• NAM Public Health Division ' 3 6 Thomas McKean,Director rw 200 Main Street,Hyannis,MA 02601 4 ;Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit<)<n Q e::,- *3Ub Assessor's Map\ParcelzZ 0i(�j Designer: C Installer: Address: nk 1 I Address: On �,,dWAS�ass issued a permit to install a ( e) rG (installer) 1- -� septic system at tJ� -y based on a design drawn by (address) C,,/- dated (desi er) L I certify tha 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) OF­ Installers Signature) , co II No. 1140 (� (Designer's Signature) (Affix ere) PLEASE RETURN TO B ABLE PUBLIC HEALTH D ON. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE " LOCATION �'Ery tu�i ttC- 1 SEWAGE # VILLAGE IvA►-< ASSESSOR'S MAP & LOT t� 1 INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY 00 Q LEACHING FACILITY:(type) �lou���'�����_(size) q)P' NO. OF BEDROOMS� PRIVATE WELL OR,PUBLIC WATER BUILDER OR OWNER Po LE-A LL-A P DATE PERMIT ISSUED: i III 'g 2 DATE COMPLIANCE ISSUED: 1� -7 VARIANCE GRANTED: Yes No X r C� �`� '�. �� � . ? o ..,� � �4� • ,,_ . ��� 75���� LEGCN D CEN TERVILLE PROPOSED CONTOUR ® PROPOSED SPOT GRADE. LAKE _ ,a LAKE -- 98 -- EXISTING CONTOUR WEQUAQUET f Q + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE LOCUS WE Q U A Q U E T IN CO\ryti sr ' �°c ' TEST PIT �1•�.f' „��j .yh SCALE 1"=10' GREAT ROAD ARSH Q� �o WETLAND FLAGGING BY: r• ! WF#3! BRADFORD HALL �i ,� f� F LOT 2 oil ,� � ! f f '► LOCUS MAP `�' ' t#2"� LOCUS INFORMATION F /t ; Op,, ; ', PLAN REF: 140/79 / TITLE REF: 7012/182 PARCEL ID: MAP 230 PAR. 96 ZONING: "RD-1" I . FLOOD ZONE: 'X" LOT 1 i 1 COMMUNITY PANEL: 25001CO562J DATED:07/16/14 % WF#1 AREA=26,537t S.F.= 1 % SEPTIC SYSTEM %i I /f ' REPAIR PLAN LOCATED AT: 18 SAIL—A—WAY CENTERVILLE, MA. F , PREPARED FOR _ Wr ` C,�yQPG C. GARAGE / LL SLAB P. ANITA MARISE % W TBM: loll PODESTA COR. CONC. #1 8 �� JUNE 16, .2020 STEP EL=38.00 `36 TOF=37.7 %`ti \ OF � G�Pexist LAMP 2,000G 2—COMP It SEPT TANK o DAIiR Nm ove EXISTi 38' � � TAS `Nd.-1140 �``~` ' LOT 5 NK (to be removed) ca'i1 cr $41NITA0t`� L p 8"P NEW DB-5 D-BOX y, -- UPOLE --�-- ------------- ---------------- --- UPOLE OHW MEYER & SONS, INC. t S83'17'pE' 94.08 P.O. BOX 981 Rl GRAPHIC SCALE v�OVAY ! �� 02537 EAST SANDWICH, MA 30 0 15 30 60 126 �$ (� < PH: (508)360-3311 p FAX: (774)413-9468 ( IN SET ) �o meyerandsonsincogmail.com 1 inch = 30 ft. k SHEET 1 OF 2 J 2158 9 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS f PROPOSED TANK PUMP CHAMBER D-BOX INSTALL RISERS W/IN 8" OF FINISH GRADE INSTALL RISERS to FINISH GRADE INSTALL RISERS W/IN 6" OF FINISH GRADE TOF EL.=37.7 EL.37.75f EL.37.75t EL.37.0t � F.G. EL: 38.50f . F.G. EL- 38.50t :• EL.34.75 L -10'(MAX) EXISTING LEACHING STRUCTURES 4" SCH 40 PVC 2" sC e e 4" SCH 4o PvC moo (M-2% e• FORCE MAIN 14 4" 14 ® S= 19. (MIN.) I 'z ® S= ,% (MIN.) INV.=36.48 TEE'S ARE TO BE INV.= 36.65 D-90X • :. 4" SCH 40 PVC COMP PUMP CRAM. INV.= 33.45 TEE SHALL NOT EXTEND Exist: Inverts INV.= 33.70 1.500G GAS BELOW FLOW LINE COMP. BAFFLE (SEE DETAIL (USE DB-5 W/BAFFLE) W FILTER ® INV.= 34.79 BELOW ® INV.= 34.29 y PROPOSED 1,500/500 GALLON o DAI �REI� ✓� 2-COMPARTMENT SEPTIC TANK j�LV_o.• 1140 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING �p PIPE INVERTS PRIOR TO CONSTRUCTION. STtF`' ' 2) SEPT TANK/PUMP CHAMBER AND D-BOX SHALL '�NITAR��`� BE SET TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE AS SPECIFIED IN 310 CMR 15.221(2): SEPTIC SYSTEM PROFILE 3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REQUIRED. 4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE N.T.S. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE. RISER GENERAL NOTES: WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO,GP 2000 HIGH WATER ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. NEMA 4 JUNCTION BOX CORROSION RESISTANT I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DESIGN CRITERIA D THE DESIGN ENGINEER. HOISTING CABLE 7x19 STAINLESS STEEL BY 1-1/4' PVC CONDUIT. JOINTS TO BE MADE 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1/8" DIAMETER. / 1.760 LB. STRENGTH. WATERTIGHT OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE NUMBER OF BEDROOMS: 3 BR DESIGN LOCAL RULES AND REGULATIONS. 2"BALL VALVE w/ UNIONS SCH. 80 PVC SOIL TEXTURAL CLASS: CLASS I . PC (OUT)=33.45 GEORGE FISHER CO. MODEL NO. 560 OR EQUAL 3: THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN PERCOLATION RATE: <2 MIN/IN 2"SCH. 46 DISCHARGE TO D-BOX DESIGN ENGINEER. ALARM ON EL- 30.78 2"SCH. 40 TEE w/ CLEAN-OUT CAP 4.ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING DAILY FLOW: 330 G.P.D. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PUMP ON EL- 30.45 ENGINEER BEFORE CONSTRUCTION CONTINUES. DESIGN FLOW: 330 G.P.D. PROVIDE 1/4 WEEP HOLE IN DISCHARGE 5.ALL ELEVATIONS BASED ON ASSUMED DATUM. PIPE FOR SELF_DRAINING FORCE MAIN GARBAGE GRINDER: NO NOT DESIGNED FOR GARBAGE GRINDER PUMP OFF EL: 30:12 fB" fY 8. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ( THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF e- 2" BALL CHECK VALVE SCH. 80 PVC HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SEPTIC TANK/PUMP CHAMBER: 330 gpd x 200 660 gpd BOTTOM OF INT. P.C. EL 29.45 100 P.S.I. FLOWMATIC MODEL No. 208S 7, WATER SUPPLY PROVIDED BY MUNICIPAL WATER, USE NEW 2-COMP 2,000G TANK (1,50OG/500G) PROVIDE 2- WIDE ANGLE_ FLOATS: 2" SCH. 40 PVC DISCHARGE PIPE S. TTOO A AREAS ITTDISTURBED GBEEoD DURINGPN CONSTRUCTIONBr r oWNr�CO VTR. LEACHING AREA REQUIRED: EXISTING FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) BARNES SEV412 PUMP .5 H.P. 115 V 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FLOAT N0:2: ALARM ACTIVATION (BARNES 073612 OR EQUAL) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DISTRIBUTION BOX: EXISTING 2" DISCHARGE PASSING 2 SOLIDS OR EQUAL CONSTRUCTION. NOTE: SEPTIC TANK AND PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEAL OR EQUAL 10. EXISTING PUMP PIT AND TANKS TO BE PUMPED, CRUSHED AND REMOVED. PRIMARY S.A.S. PUMP do ACCESSORIES AVAILABLE AS A UNIT REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. THROUGH SHOREY PRECAST CORP.. HARWICH MA. (508) 548-9807 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PUMP do ACCESSORIES AVAILABLE THROUGH WIWAMSON ELECTRIC (781) 444-6800 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PUMP D.ET/`1I L AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY E X I.S T I N G 13. NO PRIVATE WELLS,WITHIN 100 FT. OF PROPOSED LEACHING N.T.S. 14. ALL PIPE TO BE 4" SCH 40 • 1/8'/FT (UNLESS SPEC. OTHERWISE) 15. THE DESIGN OF 'THIS SYSTEM DOES NOT ALLOW DOSING & STORAGE REQUIREMENTS FOR THE USE OF A GARBAGE GRINDER BUOYANCY CALCULATIONS 16. No WETLANDS WiHIN 1 oo Fr. OF PROPOSED LEACHING fi DAILY FLOW: 330 GPD 17. SLEEVE ANY SOLIDS LINE W/6" PVC THAT IS WITHIN 10' OF WATER LINE. 2.000 TANK/PUMP CHAMBER DOSING REQUIRED: 8 CYCLES/DAY (SAND) PROPOSED SEPTIC SYSTEM UPGRADE PLAN 330 _ 8 = 41 GALLONS/CYCLE aWft: 13' x T x 4.7 x 62.4 26,688 Ibs DISTANCE REQUIRED BETWEEN PUMP }ground cover. 13' x 7' x .75 x 120 - 8.190 Ibs ON AND PUMP OFF FLOATS: 18 SAIL-A-WAY, CENTERVILLE, .MA A ° tank: 21,00o Ibs Prepared for: Anita Marise Podesta 9roundcover + em�y tank > unllft: 41 GAL/CYCLE _ 125 GAL/FT = 0.33 FT/CYCLE (4") - 8,190 + 21,000 - 29,190 The > 26.688 Ibs STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Design and Site Plan by: SCALE DRAWN DATE TANK BUOYANCY CHECK O.K. STORAGE PROVIDED: MEYER&SONS,INC. N.T.S. DMM 06/16/20 I PO BOX 981 INV. EL. 33.45 - ALARM ON EL' 30.78 -2.67 EAST SANDWICH,A44 01537 SHEET NO. STORAGE PROVIDED 2.67 X 125 GAL/FT = 333 GALLONS 50e-361-1911 2 Of 2.