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HomeMy WebLinkAbout0281 AMES WAY - Health (2) ILY X 170 d 33 3 0mirford, NO. 1521/3 ORA „ �e�� 10% i No. ©Z( _ 2 76 Fee vd THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:1­-� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Z[pphLation for Mispo8ar 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System K14/ndividual Components Location Address or Lot No. epmCS Owner's Name,Addss�Ud TvNe 3'lY)�cZ5l5e'�-° f Assessor's Map/Parcel 0 _ �''�� �;ty`Q Installer's Name,A dress,and Tel.N�o. , Designer's N e,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1 L4 G sq.ft. Garbage Grinder(All Other Type of Building 1�j or. No.of Persons Showers( �feteria( Other Fixtures Lrlc r_ Design Flow(min.required) j gpd Design flow provided d Plan Date Number of sheets rR Revision Date 'Pa Title \ Sc -Wrf Size of Septic Tank ,000 1 Type of S.A.S. X C lyy1� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction_ARid maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nviro enta od d not to place the system in operation until a Certificate of Compliance has been issued by this Board o ealth. Signed A Date Application Approved by Date 21 Application Disapproved by Date for the following reasons Permit No. "®-7-{ 7 Date Issued -7 aT- .4 No. 20.E 7ro Fee dJ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS s Zipplication for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair O Upgrade(/�Abandon( ) ❑Complete System Q,11n/dividual Components Location Address or Lot No. i tirY1C Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 7 l Q,TZ' •eat ; Installer's Name,Address,and Tel No— Designer's Name,Address,and Tel.No ell Type of Building: Dwelling No.of Bedrooms Lot Size `'� ! sq.ft. Garbage Grinder(I jc�. Other Type of Building F j 0 `No.of Persons Showers( 0,,C-afeteria( t)/ Other Fixtures Q k Design Flow(min.required) , (] gpd Design flow provided 131. gpd Plan Date ' `�a — Number of sheets Revision Date / _'f Title !SQ N-�N r �<.��, 1)DC A Size of Septic Tank toot) ���~. Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) cr, t Date last inspected: t Agreement: The undersigned agrees to ensure the construction Ad maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nviro ental and not to place the system in operation until a Certificate of Compliance has been issued by this Board o ealth. Signed DateT(Ps'"� Application Approved by 1 14,. Date -y_ 1 „21 Application Disapproved by Date for,the following reasons Permit No. 7 0� ' — ? � � Date Issued -- ----------- -- - .. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY hat the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by CK__r_ ..c-1, at has been constructed in accordance with the pro visio s of Title 5 and the for Dis al System Construction Permit No.:2 p 1_7? a dated / Installer' �,., Designer #bedrooms Approved design flio�w gpd The issuance of this permit-shall not be construed as a guarantee that the system*11 anon as d signed Date}J 4 Inspector No. �► a i -� f Fee loci THE COMMONWEALTH OF MASSACHUSETTS ` v PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS .< Disposal �pstem Construction Vermlt Permilssiowi hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) __Systin 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 7 N / Approved by Town of Barnstable �SMEo Inspectional Services Public Health Division BAMUra9M Thomas McKean,Director �o+r►A{°i 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: ( -,21 Sewage Permit#an.A1 - a Assessor's Map\Parcel I Designer: mQn Installer: �. Address: 1 ���'� ( q-d Address: On �)ojS�as issued a permit to install a (date) (in er) septic system at 26 ` ( Le based on a design drawn by (address) nil dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the g , Y pp 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 com_ liance with the to rms of the al letters (if applicable) OF staller' ure SHAX 181 0 ( ' tlaTEi� ( i _ r= tgnature) (Affix Desig ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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. WoakdeptAHEALTMSEWER connecASEPTIODesigner Certification Form Rev&14-13.DOC I -,-�T SITE LOCUS GENERAL NOTES 1. Contractor is responsible for Digsofe notification, Verification of Utilities FOOT RIGHT OF WAY) _ and protection of all underground utilities and pipes. ------ nckierad ; 2. The septic"tank and distribution box shall be set (40 ��--- --- ,r_ g : level on 6 of 3/4"-1 1/2" stone. _�__ 1' ear�k, 3. Backfill should be clean sand or gravel with no l 96 ---`----_------- ��`` �\ _ ' I__'•"�` Seans Cir c'�i� A stones over 3" in size. �` 4. This system is subject to inspection during installation - � I I � N by Carmen E. Shay - Environmental Services, Inc. N 82D 20 28 W I I \ 5. The contractor shall install this system in accordance I __ L-------- Y with Title V of the Massachusetts state code, the approved plan 105.00 __--- j i �� \\ 0 Amestva and Local Regulations. ____ -- ► I \ \� ' 6. If, during installation the contractor encounters any ASPHALT i \ Bnd9elspa"' soil conditions or site conditions that are different 98 I DRIVEWAY I 6' from those shown on the soil log or in our design I I + st"So - installation must halt & immediate notification be I I \ M made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the sSma`ab X septic system unless noted as H-20 septic components. I ► I , Q,' 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. - All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. < 2 BR HOUSE FLOOR SCHEMATIC 10. All solid piping, tees & fittings shall be 4" diameter PROJECT BENCH MARK (Description Provided By Owner) Schedule 40 NSF PVC pipes with water tight joints. TOP OF FOUNDATION EXISTING I 11. Munici al Water is Connected to ALL OF The Residence and Abutting ELEV. = 100.00 (Assumed) 2 BEDROOM GARAGE ` ti g I Bedroom Properties. HOUSE Living Room I A M THE PROPERTY LINES ARE APPR OXIMATE AND#281 ; I GARAGE COMPILED FROM THE SURVEY PLAN BY CROWELL & TAYLOR CORP. I M ' t ENTITLED: "PLOT PLAN OF LOT 34 AMES WAY, CENTERVILLE, MA" SCREEN I eq s yc APRIL, 13, 1979 PORCH I { DECK I 94 Bedroom m m Yo AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN RINSING Sonotub s I t- IT SHOULD BE USED FOR NO PURPOSE OTHER THAN I STATION 1 THE SEPTIC SYSTEM INSTALLATION. 0 ISCREEI PORCH EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE I NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE W EXIST. 0 II FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED 1000 gal. OF AS PER BOARD OF HEALTH SPECIFICATIONS. SEPTIC TANK N REV. July 16, 2021 : per Email from David Stanton TEST HOLE #2 a 04 ELEV.= 98.50 � Failed I A , I PLOT PLAN CID Leach Pit OO O \ I OF PROPOSED SEPTIC SYSTEM UPGRADE LOT #34 PREPARED FOR i 15,146 Square Feet +/- TEST HOLE #1 SHED ,J� B P U HOME RENOVATIONS, INC . ELEV.= 98.50 t' AT 281 AMES WAY --- PARCEL ID: 170-233 98-------------------------------- - 120.00' , C E N T E R V I L L E MA N 76D 15' 33" W OF PREPARED BY: k CARNEW E. SHAY ENVIRONMENTAL SERVICES a1 P.O. Box 1576 x� 0 20 40 50 / ��� MASHPEE, MA 02649 i a 'SIT TEL/FAX : 508-294-7498 '=20' DRAWN BY: CES DATE: JULY 7, 2021 SCALE: 1"=20' PROJECT#281 AMES FILENAME: 281 AMES.DWG SHEET 1 OF 2 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ! SECTION A -A house to septic tank SAS cover must be PROFILE VIED OF LEACHING SYSTEM EXISTING Foundation within 6" of GRADE Septic tank covers must be D-BOX cover must must have riser and be d , within 6 in. of finished grade within 6 in. of finished grade v Grade over Septic Tank- 98.50 erode over D-Box 98.50 --{yade over SAS- 98.50 I'to r 1/1-eaMkd cwrAse stone "o/r/b"- 1/1'" 'C""Aw ftm INSPECTION cover must be within 8 in. of finished grade S 0.02 Tee to be placed in dbox 0IST80X 10 TOP SAS 98.50 5�0.01 5�0.01 ! d EXIST, PIPE I 12 EXIST. 1,000 G FRDN FOUNDATION ri Coo SEPTIC TANK 25' ^ � 15• �,', Effective De th o 0 o c o 0 0 9 H-10 oa.aen. / • Depth of er plus 1' stone under O o O O o co tc o 0 CONCRETE FULL FOUNDA II I) m O) O d i i o SYSTEM PROFILE i I A S' VIDED 4 Units 6 24' �-.---,g Not to Scale 4' 4' a a 6 in.of 3/4"-1 1/2" Effective Width Effectl28 Length compacted stone 0 1 m SOIL ABSORPTION SYSTEM (SAS) i Bottom of Test Hole 2 Elev.= 87.50 LC-6 H-20 LEACHING UNITS / WIGGINS PRECAST Not to Scale 2-18"OIAM. ACCESS MANHOLES P E R C 0 LAT I O N TEST SET ELF Box L SMALL 2 ,r CONCRETE COVER 8' SET LEVEL FOR AT LEAST 2 fT. Pere #1 ,,.. .• :;.:• %•;",.>�;a: :• ;"_;.•..� •:v". Date of Percolation Test: JUNE 22, 2021 Depth to Perc:30" to 48" � M 3- 5'OUTLET Test Performed By. CARMEN SHAY Perc Rate= 2 MPI ASSUMED •; 1 rr Results Witnessed By. DAVID STANTON-(Barnstable BOH) Groundwater Not Observed a5' TSiT �� 12• INLET 6•EXCAVATOR:SHAY ENV. SRVCS.. No Observed ESHWT ADJUSTED H2O Elev. = None - �: :• — Percolation Rate: Less Than 2 MPI 0 30" OUTT t5.5' 4" — SCH. 40 Te w°. 1.75- Test Hole Test Hole THE ACCESS COVERS FOR THE SEPTIC TANK, PLAN SECTION CROSS—SECTION DISTRIBUTION BOX AND LEACHING COMPONENT No. 1 No. 2 • :. -�; - r-;�-- �- r.�—:,�'• SET DEEPER THAN 6 INCHES BELOW FINISHED "•'''' =•"^ '' '' - GRADE SHALL BE RAISED TO XATHIN 6' OF DEPTH SOILS ELEV. DEPTH SOILS ELEV. 3 HOLE H—20 DISTRIBUTION B 0 X STEEL REINFORCED PRECAST CONCRETE FINISHED (MADE. 0 98.50 0 98.50 PLAN VIEW INSTAL.TUF-TITE GAS BAFFLES OR EQUALS Sandy Sandy REV. July 16, 2021: per Email from David Stanton 3-24" REMOVABLE COVERS 10 YR 3/2 10 YR 3/2 II 0"— s" Ap 98.00 0•— 8• Aa 98.00 ::. e . ..; : 4• r:, P LOT P LAN ''~ •3" min. dearance ,- + � Sandy Sandy 8" min�12_mM. Inlet to outlet s-min. t3• 04ET• Loam Loam ,0•mN. rr-rI� L -e ,.• ~: ,auTL� , fi"— 30" ,D 5,6 96.oa fi-- 30" 10 YR 5/6 96.001 OF PROPOSED SEPTIC SYSTEM UPGRADE 5 —7" '. -- s$ L_ :� :•5' -7• Med Med PREPARED FOR t: E I� • a•-Q" min. Sand Sand I on esree .J 0 V Liquid depth 2.5 Y 7/4 2.5 Y 7/4 87.50 �i; 87.50 BPU HOME RENOVATIONS , INC . :3 .; 30"-132• 30 132" AT 6—D• 4' -101 281 AM ES WAY CROSS SECTION END—SECTION PARCEL ID: 170-233 TYPICAL 1000 GALLON SEPTIC TANK CENTERVILLE MA Design Calculations yp . Equivalent to 330 Gal. PREPARED BY: Number of Bedrooms: 3 E Of P q /Doy (330 GaI./Day per Title V) Garbage Grinder: No o ,�i.. HA Y ENVIRONMENTAL SERVICES Septic Tank - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. E• SOIL ABSORPTION AREA: Using percolation rate of CL min. nch Sidewall(ENDS) Area: 11' x 2' = 22 SF 9 I P / 22x2 ENDS = 44SF v S 1 Bottom Area: 0.74 gal/day/sq. ft. x 308 sq. ft. = 227.92 gallons/day P.O. BOX 1576 Sidewotl Area: 0.74gal./day/sq. ft. x 156 s ft. = 115.44 Sidewall(Side) Area: 28' x 2 = 56 SF p q• gallon/day 56 x 2 SIDEWALLS =112 SF eti MASHPEE, MA 02649 .� Providing: =343.36 gallons/day O"Isle . Use: (4) LC-6 H-20 CONCRETE CHAMBERS, HAVING A 1' EFFECTIVE DEPTH, TOTAL SIDEWALL AREA =156 SF ITAat� TEL/FAX : 508-294-7498 (3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND Bottom Area: 28' x 11' = 308 SF 1 "=20' DRAWN BY: CES DATE: JULY 7, 2021 2' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER . PROJECT#281 AMES FILENAME: 281 AMES.DWG SHEET 2 OF 2 F