HomeMy WebLinkAbout83-2025 - Site Plan - Septic System DetailsNOT TO SCALE
NOTES:
1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE.
2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING.
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION
SHALL BE WATERTIGHT.
4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED
WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK
COVER.
D KNCKO
OUTS WITH HYDRAULIC CEMENT.
5. FILL ALL UNUSE
T 4"
EL 8.44
10" ,
3
4' MIN. „
LIQUID 5'-8
_ 4'-7" LOCATE DEPTH ,
INLET TEE OUTLET TEE
6'-6" ( J ( j _ UNDER COVER W/GAS BAFFLE
4"
1 3"
L r -v
PLAN VIEW CRflS$—SECT30N VIEW
RAISE AT LEAST ONE EXISTING COVER
.To WITHIN 6" OF FINISHED GRADE
THE RISER SHALL BE HOPE PIPE
CONIC, COVER
OBSERVATION PORT
NOT TO SCALE
7" HDPE VALVE BOX—\
FINISH GRADE T 3" MAX
ARC 36 CHAMBER AND DETAILS
NOT TO SCALE
14"
THREADED CAP { INSTALLED
{ LENGTH 60" —
f jTO///////
ENGINEER
SHALL
INSPECT
WHEN THE REQUIRED EXCAVATION IS COMPLETE.
2,
NOjL-
SHALL
LOCATE
AND STAKE FOOTINGS (LOOSE STONE BED) PRIOR TO INSTALLATION.
0
ENGINEER
OBSERVATION PORT SHALL BE
INSTALLED UTILIZING THE
INSPECT
4" SCH. 40 PVC
KNOCKOUT ON THE TOP OF THE
0
PERFORATED PIPE
ARC 36 CHAMBER AND SHALL
WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO
T
EXTEND DOWN TO THE EXISTING
INCH HAS BEEN PROPERLY DEPOSITED.
5.
SUBGRADE. SEE PLAN VIEW FOR
O
INSPECT
LOCATION OF OBSERVATION PORT.
H10A
EXISTING SUBGRADE
TYPICAL SECTION- UNREINFORCED RETAINING WALL
NOT TO SCALE
40 MTI POLY LINER
CAP UNIT ADHERES
TO TOP UNIT i— COMMON BACKFILL
W/VERSA—LOK
CONCRETE ADHESIVE
OR APPROVED EQUAL
MOSAIC
PANEL HEIGHT
VERSA—LOK OR
APPROVED EQUAL
CONCRETE UNITS
(COBBLE, ACCENT AND
STANDARD UNITS)
EL 4.7-8.0
GRANULAR LEVELING PAD
MIN. 6" THICK
6.5" 9"
SIDE PORT COUPLER
SELECT FILL MEETING
THE REQUIREMENTS OF
310 CMR 15.255(3)
Z'
VERSA—LOK OR APPROVED EQUAL
STANDARD UNIT (BASE COURSE)
HEIGHT
SIDE VIEW
INSPECTION SCHEDULE
END CAP
FRONT VIEW
1.
ENGINEER
SHALL
INSPECT
WHEN THE REQUIRED EXCAVATION IS COMPLETE.
2,
ENGINEER
SHALL
LOCATE
AND STAKE FOOTINGS (LOOSE STONE BED) PRIOR TO INSTALLATION.
3.
ENGINEER
SHALL
INSPECT
FOOTING LOCATION PRIOR TO INSTALLATION OF WALL
4.
ENGINEER
SHALL
INSPECT
WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO
T
(2) MINUTES PER
INCH HAS BEEN PROPERLY DEPOSITED.
5.
ENGINEER
SHALL
INSPECT
WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP
ROTATE HOUSE
MECHANISMS HAVE BEEN
INSTALLED.
i� BRIAN G. v'1
xj o� YERGATIAN
t1" CIVIL
1'O 9 No. 462
FCISTf
FSSlOq AL
BRIAN G. YERGATIAN DATE
PROFESSIONAL ENGINEER
SEPTIC SYSTEM
DESIGN
152 PAWKANNAWKUT DRQ
IN
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
SITE PLAN
FEBRUARY 3, 2014
NO.
DATE
DESC.
T
:2/11/15
PER HEALTH AGENT
2
2/13/15
BTM WALL ELEVATION
3
11/25/15
ROTATE HOUSE
4
'1/26/16
2000 GALLON SEPTIC TANK
PREPARED FOR:
JESSIES LANE, LLC
Mr. PAUL BUTLER
25 JEROME AVE, BLOOMFIELD, CT
pkbutIer2O02@yahoo.com
V L4KC GROUP
'349 Route 28, Unit D
W. Yarmouth, Massachusetts
02673
508 778 8919
2015 BSC Group, Inc.
SCALE: 1" = 10'
0 5 10 20 FEET
FILE:, P:/Frj/433 00/Cs Tt/,Dror../499SS00—SP.dag
DWG.' NO: 6288-04
SHEET 2 OF 2
JOB.. NO: 4-915,85.01