HomeMy WebLinkAbout152 Pawkannawkut Drive Septic System Design (2)NOT TO SCALE
NOTES RAISE AT LEAST ONE EXISTING COVER
TO WITHIN 6" OF FINISHED GRADE
1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THE RISER SHALL BE HDPE PIPE
2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING.
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" CONC. COVER
SHALL BE WATERTIGHT.
4. TEES SHALL BE SCH. 40 PVC AND SHALL Sr- LOCATED EL. 9.2
WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK
COVER.
5. FILL ALL UNUSED KNOCKOUTS WsTH HYDRAULIC CEMENT.
4"
EL 8.44 17. F
10"
3" ;r
4' MIN.
Q
UOU1.3 5_R"
/^�4'-7" LOCATE DEPTH6'-6" I�
INLETDE TEE OUTLET TEE
UNDER COVER W/GAS BAFFLE
4"
3"
L�r -��_1
PLAN VI EWI CROSS—SECTION VIEW
OBSERVATION PORT ARC 36 CHAD
NOT TO SCALE
NOT TO SCALE
7" HDPE VALVE BOX THREADED CAP 14"
—�{ INSTALLED
3" MAX_ I LENGTH
FINISH GRADE
UO
UNIT ADHERES
U
NOTE:
DESC.
W/VERSA—LOK
OBSERVATION PORT SHALL BE
O
OR APPROVED
INSTALLED UTILIZING THE
BTM WALL ELEVATION
MOSAIC
KNOCKOUT ON THE TOP OF THE
O
VERSA—LOK OR
ARC 36 CHAMBER AND SHALL
APPROVED EQUAL
EXTEND DOWN TO THE EXISTING
(COBBLE, ACCENT AND
SUBGRADE. SEE PLAN VIEW FOR
O
LOCATION OF OBSERVATION PORT.
EL 4.7-8.0
NOT TO SCALE
CAP
UNIT ADHERES
NO.:.
TO TOP UNIT
DESC.
W/VERSA—LOK
CONCRETE
ADHESIVE
OR APPROVED
EQUAL
BTM WALL ELEVATION
MOSAIC
PANEL
HEIGHT
VERSA—LOK OR
1/26/16
APPROVED EQUAL
CONCRETE UNITS
(COBBLE, ACCENT AND
STANDARD UNITS)
EL 4.7-8.0
_I
GRANULAR LEVELING PAD
MIN. 6" THICK
4" SCH. 40 PVC
PERFORATED PIPE
SUBGRADE
40 Mit POLY LINER
/-- COMMON BACKFILL
6.5" g„
SIDE PORT COUPLER
SELECT FILL MEETING
THE REQUIREMENTS OF
310 CMR 15.255(3)
\/,\\ VERSA—LOK OR APPROVED EQUAL
STANDARD UNIT (BASE COURSE)
TVJI GItlLA' 11 `1 Vl_IXI
HEIGHT
SIDE VIEW
END CAP
FRONT VIEW
9
BRIAN G. rt,
1}i o YERGA.TIAN
CIVIL
Ns.452D6w
\FF SG0AA1.
END CAP
SIDE VIEW
BRIAN G. YERGATIAN DATE
PROFESSIONAL ENGINEER
INSPECTION SCHEDULE SEPTIC SYSTEM
DESIGN
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 (MALL'
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO
(2) MINUTES PER INCH HAS BEEN PROPERLY. DEPOSITED. T 52 PAWKINNAWKUT DRIVE
5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP
MECHANISMS HAVE BEEN INSTALLED.
IN.
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
SITE PLAN
FEBRUARY 3, 2014
PREPARED FOR:
JESSIES LANE, LLC
Mr. PAUL BUTLER
25 JEROME AVE, BLOOMFIELD, CT
pkbutler2002@ychoo.com
GROUP
349 Route 28, Unit D
W. Yarmouth, Massachusetts
02673
508 778 8919
tJC 2015 BSC Group, Ino.
SCALE: 1" = i0'
0 5 10 20 ner
FILEN P:/�i/498S,`00/Ckii/=Drae../49:500—SP.d•g
D11'G' NO: 6288-04
SHEET 2 OF 2
JOB. N0: 4-9885.01
NO.:.
DATE
DESC.
1'
;2/11/15
PER HEALTH AGENT
2
12%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
pkbutler2002@ychoo.com
GROUP
349 Route 28, Unit D
W. Yarmouth, Massachusetts
02673
508 778 8919
tJC 2015 BSC Group, Ino.
SCALE: 1" = i0'
0 5 10 20 ner
FILEN P:/�i/498S,`00/Ckii/=Drae../49:500—SP.d•g
D11'G' NO: 6288-04
SHEET 2 OF 2
JOB. N0: 4-9885.01