HomeMy WebLinkAbout29002.tif - BHDC-24-80 53295 1, 500 GALLON SEPTIC TANK (H-10)NOT TO SCALE OBSERVATION PORT ARC 36 CH
AMBER AND DETAILS
NOT TO SCALE NOT TO SCALE
NOTES 7" HDPE VALVE BOX 1 q"
RAISE AT LEAST ONE EXISTING COVER THREADED CAP
1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE INSTALLED —
2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL BE 18" HDPE PIPE 3" MAX. LENGTH 60»
LOADING. FINISH GRADE
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER
6" MAX SHALL BE WATERTIGHT. EL. 9.0
4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED
WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK
COVER. 0 BE" 9„
5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 'j— NOTE:
i 4" O
EL. 8.23 OBSERVATION PORT SHALL BE
10'-6" — a INSTALLED UTILIZING THE 4" SCH. 40 PVC
KNOCKOUT ON THE TOP OF THE O PERFORATED PIPE SIDE VIEW
10'-0" ARC 36 CHAMBER AND SHALL SIDE PORT COUPLER
10" = EXTEND DOWN TO THE EXISTING
SEE PLANFOR
LOCATIONEOF OBSERVATIONWP RT. O
4 MIN.
4'-6" LOCATE QPTH LIUID 5,_8" H OF�jgs�9
INLET TEE
o " �o YERGA7IAN Cr"
I I BRIAN G.
u>
•
5'-8" I — _ _ UNDER COVER OUTLET TEE
I W/GAS BAFFLE 3 I I
3
" 13 CIVIL y
o
PLAN VIEW CROSS—SECTION VIEW EXISTING SUBGRADE 7"
ONAL
POST END INVERT END CAP END CAP
HEIGHT FRONT VIEW SIDE VIEW
05/08/2024
BRW G. YERGATIAN DATE
PROFESSIONAL ENGINEER
DISTRIBUTION BOX DETAIL (H-10). TYPICAL SECTION-UNREINFORCED RETAINING WALL INSPECTION SCHED SEPTIC SYSTEM
NOT TO SCALE U LE
NOT TO SCALE
6" MAX. DESIGN
COVER
40 Mil POLY LINER
REMOVABLE
1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE.
CAP UNIT ADHERES 2. ENGINEER SHALL LOCATE AND STAKE FOOTINGS (LOOSE STONE BED) PRIOR TO INSTALLATION.
TO TOP UNIT 3. ENGINEER SHALL INSPECT FOOTING LOCATION PRIOR TO INSTALLATION OF WALL
HDPE RISER W/VERSA—LOK COMMON BACKFILL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO
JCONCRETE ADHESIVE (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. 29 PARKERS NECK ROAD
2" WALLS 3" �— 21" —� OR APPROVED EQUAL 5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP
MECHANISMS HAVE BEEN INSTALLED.
.: r EL 8.0 IN
w r •� ••-
9-1/2 MOSAIC
\ \ \ \//\ \�`
0 0 13" (5) 5" DIA. ����\����\��\��\�������, SOUTH YARMOUTH
KNOCKOUTS PANEL HEIGHT 10" / / / / / /
11-1/2" TYP. /\��/.\,
MASSACHUSE17S
VERSA—LOK OR ' .. . . . . •,.. . • •...s
SELECT FILL MEETING (BARNSTABLE COUNTY)
2" BOTTOM ON LEVEL APPROVED EQUAL
EUQNITS t ' THE REQUIREMENTS OF
STABLE BASE 6 MINIMUM PLAN VIEW
310 CMR 15.255(3)
3/4- TO 1-1/2" (COBBLE, ACCENT AND ::t•
SECTION VIEW CRUSHED STONE STANDARD UNITS)
' SITE PLAN
NOTES: EL 4.7-5.9 ;
1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
IN PUMPED SYSTEM.
2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. VERSA—LOK OR APPROVED EQUAL
-i I III I STANDARD UNIT (BASE COURSE) FEBRUARY 5, 2016
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
II III III-
PAD
5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. MIN.GRANULAR LEVELINGTHICK
ISIONS-
NO. DATE DESC.
1 2/9/16 WALL DELINEATION
2 1/15/21 MODIFY DWELLING
3 5/7/24 ADDITIONAL TEST LOG
TYPICAL SECTION-UNREINFORCED _RETAINING WALL
NOT TO SCALE
40 Mil POLY LINER
COMMON BACKFILL
PREPARED FOR:
PAUL BUTLER
EL 8.0 \/\�\/\
8 JESSIE'S LANE
SOUTH YARMOUTH, MA 02664
CONCRETE UNITS OR pkbutler2002@yahoo.com
APPROVED EQUAL a a '