HomeMy WebLinkAbout38 Canterberry Road - Site & Sewage PlanA.) NCII IILN VICEVCWATJ NVIC rNNJNO AICCA'J f11CG N WC VVG JV Lit, DMIrM
UNLESS 1-1-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RE5FON5IBLE FOR THE SYSTEM AS DESIGNED UN-
LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL 19E RESPONSIBLE FOR VE EYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF. WORK.
CONSTRUCTION NOTES:
a`�' QJO4 ON`! IJNG ®! 10 Gf9J � a.w ary wvw
LSA.wr, CAPACITY REQUIRED:..
3 w`JV)JA�S 1 10 GPD - 330 GPD REQUIRED Z, L Toy
- 5,'EC TANT, CAPACITY REQUIRED:
DA" Y FLAY - 330 GPD g-200% - 660 GAL REQUIRED D OL
5EP^C TANK CAPACITY PROVIDED: Q
1500 GAL SE'C TANK (MIN. ALLOWED) ITC(i ps10n
LEACHING CAPACITY PROVIDED: A� G
On (1) 3.3.5' X 1283' X 2.O LEACHING SYSTEM CAN LEACH: N <�
O 0 74 GPD/5F-455 I O GPD tin
1,) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TEST HOLE 2: EL -48.2 _ - -. -.. _:------ Vt-L'335 X4 55 GP D+>3(3330
GPD REQUIRED
TITLE S. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. - -
2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER5(5) AND D15MBLMON
BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A G INCH CRUSHED STONE BASE.
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1127-93 AND SHALL HAVE
AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 48%
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a`�' QJO4 ON`! IJNG ®! 10 Gf9J � a.w ary wvw
LSA.wr, CAPACITY REQUIRED:..
3 w`JV)JA�S 1 10 GPD - 330 GPD REQUIRED Z, L Toy
- 5,'EC TANT, CAPACITY REQUIRED:
DA" Y FLAY - 330 GPD g-200% - 660 GAL REQUIRED D OL
5EP^C TANK CAPACITY PROVIDED: Q
1500 GAL SE'C TANK (MIN. ALLOWED) ITC(i ps10n
LEACHING CAPACITY PROVIDED: A� G
On (1) 3.3.5' X 1283' X 2.O LEACHING SYSTEM CAN LEACH: N <�
O 0 74 GPD/5F-455 I O GPD tin
1,) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TEST HOLE 2: EL -48.2 _ - -. -.. _:------ Vt-L'335 X4 55 GP D+>3(3330
GPD REQUIRED
TITLE S. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. - -
2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER5(5) AND D15MBLMON
BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A G INCH CRUSHED STONE BASE.
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1127-93 AND SHALL HAVE
AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 48%
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NOTE: A GARMA4Z D:5P05AL t5 NOT PERMITTED WITH THIS DESIGN. _
INSTALL, - -- -- t!
ON`- (1) - 1500 GAL 5EFTIC TANK - -
ONE (1) - 5 OUTLET D15TRIBLMON BOX (H-20 Ratcd) L)
THREE (3) _ 500 GALLON LEACHING CHAMBERS WITH 4' OF STONE ALL AROUND -
NOT TO 5CALE,
ilI
4.) SCHEDULE 40 PVC INLET AND OUTLiTTEm SHALL EXTEND A MINIMUM OP G• - LAND COURT PLAN 35454 A
ABOVE THE FLCN✓ LINE OF. THE SEPTIC TANK AND SHALL BE INSTALLED ON THE TEST HOLE 3: ELg 50. I - - CERT 1i
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5.) RAI5E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST
CONCE TE WATER TIGHT RISERS OVER INLET AND OUTLET TEES. TO WITHIN G' OF
FINISH GRADE.
G.) PIPING SMALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %.
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DEED DOC. #382972
A55E55OR5' MAP 142 PARCEL 20
wrG LEGEND
O
_ 2 EXISTI
- 3 NG CONTOUR
7.) DTSTR EUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE DATE OF TESTING: 01/14/04` 32 PROPOSED CONTOUR
4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 rT/FT. UNE SMALL BE CAPPED PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN 'C I' LAYER - - - ♦ A I��v �Ot .Iz.s. EXISTING SPOT GRADE
AT END OR AS NOTED. - WITNE55ED BY: MATTHEW T. FARRELL, ELT; BENNETT 4 O'REILLY, INC. V �► - - _
DAVE
8.)OUTLET PIPES FROM DISTRIBUTION BOX SMALL REMAIN LEVEL FOR AT LEAST NO WATER ENCOUNTERED ERN, AGENT, YARMOUTH HEALTH DEPARTMENT {/-.�OM /e`1VarPi ' L�53,\ 24x5 PROPOSED SPOT GRADE
2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TE5T DISTRIBUTION USE A LOADING RATE OF 0.74 GFIXF FOR SIZING OF SOIL ABSORPTION SYSTEM. v \ Xr 5 4f5 -W- WATER SERVICE UNE
. BOX TO A55URE.EVEN DISTRIBUTION. _ - - !Z - - -0- OVERHEAD UTILITY SERVICE
9.) DISTRIBUTION BOX SMALL HAVE A MINIMUM SUMP OF G' MEASURED BELOW - - - - - - - -U- UNDERGROUND UTILITY 5ERVICE
THE OUTLET INVERT. 44 W 23 Ok N -G- GA5 SERVICE UNE
10.) 5A5E AGGREGATE FOR THE LEACHING FACILITY. SMALL CONSIST OF 3/4' TO • .... - ."."� \ - - w - . TE5T HOLE / BORING LOCATION
1-1 /2' DOUBLE WASHED STONE FREE OF IRON, FINE5 AND DUST AND SMALL BE - - \� 5 ST SEPTIC TANK
INSTALLED BELOW THE CROWN OF THE D15TRIBLMON LINE TO THE BOTTOM OF THE . - '' �, 'P EO. TD'm`" - DB DISTRIBUTION BOX
SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2' D"BOX > ` Q _ ?7-0 ( - i
LAYER OF I /8' TO 1/2' DOUBLE WASHED STONE FREE OF IRON. PINES AND DUST. SAS SOIL A850RPfION SYSTEM
1 1.) VENT SOIL ABSORPTION 5Y5TEM WHEN DISTRIBUTION LINES EXCEED 50 FEET;`ZEA - Reserve RESERVED FOR FUTURE
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS. PARKING AREAS. w - - �f • s'." ;f A 't }°, co. UTILITY POLE
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. , . g LIglrt - ` -
12.).501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM Of 9- OF - .: �,,Qs Z O T Pmt � I 1 •I� rn-I �` " ® CATCH BASIN
CLEAN MEDIUM5AND(EXCLUDING TOP501Q. - > w� 4Q �Y p �W. 5 5s1 ,w.eo \Omt^ ; o�` s}6 ® WEU_FIRE HYDRANT
13.) FINISH GRADE SMALL BE A MAXIMUM OF 3G' OVER THE TOP OF ALL 5Y. -,a<^bUs �- v QI I. p ,( ,.. YG ` `
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOING C=AMBER _ !y` r h f ` • .�e1 0 - DRAINAGE MANHOLE
AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SMALL HAVE A MINIMUM COVER- grpT`e 5 33 - 2 W - G � ■ CONCRETE BOUND, FOUND
or 91.--- / cam'" 50° \��� - 1 - TOP OF BANK
14.) FROM THE DATE OF IN5TALLA.TION OF; THE SOIL ABSORPTION 5YSTEM UNTIL - 5.
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB.5ORP- 8:,5 33.5' o x" �_� Vt LIMIT OF WORK
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH h "-�' `50 �T, - _
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. s EDGE OF CLEARING
- � � NN � At '
\. 3 O
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION �pRO�pT.t j Nei Q�' 4 -3.V
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE --
QUIRES A VAR)ANC1B AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 51 0
THAT ALL WORK HA5 BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PLAN VIEW
w. LOT 54 SOf
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. �. Area= 15,280 SFt
SCALE 1"= 117 Z Znmm
FLOW _PRIO FILE:
NOT TO 5CALE
TOP OF FOUNDATION
-
7-7-,j EL -51.0
24' DIAMETER CONCRETE COVERS
RAISED TO WITHIN P OF FINISH
GRADE (OR A5 NOTED)
ProcosM EL- 48.0
11r0, I 14"
3IT4 0'
1 GA5 BAFFLE -
1500 GALLON
SEPTIC TANK
F
---13,
DB -5
D -BOX
H-20
ELEVATIONS CRITICAL
EL -47.8 (nux) - -Proposed EL=46.2147.75 (max)
36' Proposed
(9" Min - 36' Max)
2' LAYER OF 1/8' 1/2" 5TONE
3/4'- I -1 /2' STONE
USE THREE SHOREY PRECAST
500 GALLON LEACH CHAMBERS
Longest Run WITH # OF STONE AROUND
- 13' (END VIEW)
LEACHING CHAMBER
33.5'x 12.83' x 2.00
est Mole 12
ZONING TABLE
RESIDENTIAL: R40.
SETBACKS:
FRONT YARD 30'
51DE YARD - 20
REAR YARD - 20
MAXIMUM BUILDING COVERAGE -25%
PLAN !.S IS A RE ISED FLAN BUILDING COVERAGE PROPo5ED - 13%
;V. DATE: ti
SCALE 1.=2 DISCARD
THIS AREA IS .9 RVED AL P IQ PLANS
BY TOWN WATER.
REVISED 04116/04: ADJU5TED HOUSE AND 5E"C SYSTEM LOCATION;
DELETED NOTES I G 4 17.
of Mr. and Mrs. James O'Leary
ALINON
f jr 144 Randall Street, N. Easton, MA 02356
G
ART. JP- 9� SI SEWAGE DISPOSAL SYSTEM
38 Canterbury Road Yarmouth ort, MA
T'Y , p
0 9REILLY, Inc.
eering, Environmental and Surveying O Services
id -A- Street acute CAo
r.O. Bos 1667
0 20 40 60
(506)898-6630 Office Brewster, MA 02631.. (506)898-4687 Fax
DATE: SCALE: BY: CHECK: I JOB NUMBER:
SCALE
1"=2(Y 03/24/04 As Noted WCr JMO 8003-3923