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J11/22/99 SEPTIC TA
NK DETAIL. goo=ca��oN DISTRIBUTION $ X Nor To 'scA
SOIL TEST
PIT ..DATA.0 ...DETAIL... LE L
z EACHiNG DETAIL. NOT To SCALE
NOT A
Q TO SCA4 ILLE
N0 F
. o ounETs 5 _ _ f 25.25
PIT x PIT
_ PEST 8' TEST _
_, : � NOTES- L.SEPTIC TAN4C SHALL BE STEEL .. , 5. INLET AND `OUTLET TEES TO BE CAST. IRON. FINISHED GRADE
5.8 5.4 SCNED: 4O PVC OR CAST -IN-PLACE
GRD. EL. -.'GRD, EL, ,,REINFORCED CONCRETE. , CONCRETE.
TEES TO BECENTEREDUNDER MANHOLE
_ - , .. ., OLE COVER.
2.5.: ADJ. 2.5 ADJ _ REMOVABLE 2 . wALLs •
GW. ;EL.- GW. EL. ,
2. SEPTIC TANK TO WITHSTAND H 10 LOADING
NOTES. ,
_ ,. COVER
Q <` :: UNLESS UNDER PAVEMENT, I � ;
A
_ ., D VE EN , DRIVES OR '. i
, - LOAM SANDY 10YR 2 LOAM SANDY fOYR 2
.--. .� _ TRAVELED WAYS , K".iEREIN H 20 LOADING . .
_ —
` 4 $ . . 1 DIST. B X . WI
C E „ SHALL APPLY.
O TO WITHSTAND H 10 AIN
1 . LOAM SANDY 25YR 5 -, T . LOA1d SANDY 2.5YR 5 f c vWc eNeroox
13=, 14. ;` >UNLESS UNDER PAVEMENT DRIVES OR
r ALL "PIP N N
3 E CONNECTIONS AND CONCRETE
A W
TRAVELED A R I
. , . YS E N H M
. AM „ND tOYR 5 6 AM Y YR WHE 20 LOADING
LO SANDY / LO SANG iC 5J6 ``CONSTRUCTION SHALL 6c WATERTIGHT
8
2 2 29w {(
-4. FILL ALL UNUSED KNOCKOUTS WITH 1' t f5e SHALL APPLY.,
EL-- 3.0 is
" 33 , > __ " . , ... - 2-24 DIA `ClIN M T'.
C.. ISH M .) MANHOLE COVERS
_ - 33 MORTAR. ., . '. -
3 EL-- 3A 3 �` . � '
8 2_ PROVIDE INLET TEE OR BAFFLE WHERE I
T
BROUGHT TO FINISH -GRADE 6 5 5 OUTLETS .
35
_ 's TEE 0 B_ UNDER ,,
_ SLOPE E OF PIPE EXCEEDS 0.08 F1:
OR ,
. %F F
1 M,N. LEACHING M;N, OPENING PLAN MEW A . , CHAFARFRS
4 :.4:..: ,' d o e a o o -e ae♦ IN PUMP
VI= .A y d .+ o d T - ED .SYSTEM
MED SAND.fOYR 6 6 'MED SAND IOYR 6 6 3 9't�p a a4 a'i. a'4
/ I n a
2.
,
3r FIRST.: TWO FEET OF PIPE OUT. DIST.
1 1 , �- ,OF o s .
S 5 RAISE M.H W 80TTOM ON LEVEL
f-- . LOAM d..SEED DISTURBED AREAS
w � _ OX
0 6 6 ' MIN. $ 4 TO
B TO BE LAID LEVEL BED RE 5
SEWER Bft1CK d ....STABLE :BASE...
2 CRUSHED '
6
_ � MORTAR / .-
10 0 4. A PIPE N
ALL E CON .CTION AN N
I .. CROSS SECTION 5 AND CRETE :
STONE BA MAX
NORM WATER f2 SE 3 COMPACTED FILL 36".MAXIMUM, 12-M INIM EA
AL TER LEVEL CONSTRUCTION SHALL BE WATERTIGHT.
o 0
� T .��f� 0 0 0 0
PERFORATEDO*
..
'
.+++++4r
GENERAL NOTES:
w..
4 PVC as
r
PIPE o'
rr r . • r,., -,•,r ,.
.+++++4r
GENERAL NOTES:
f - THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITYONLY.
-
.++++++++++�
2. ALL CONSTRUCTION METHODS AND
1+++++tj
+++�+♦
..
• • ••
III Ill
•
• • • •
• • •
OF HEALTH REGULATIONS. '
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. ITiERE` ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FAMJTY NOR
ANY KNOWN WELLS S PROPOSED WITHIN
15V OF ANY KNOWN LEACHING FACILITY.
'
5. WITHI"! LIMIT OF EXCAVATION REMOVE
ALL TOPSO!L, SUBSOIL AND:OTHER ,
IMPERVIOUS MATERIAL,
VI
RE S10NS
A
NO. D TEDESCRIPTION
GENERAL NOTES:
f - THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITYONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D,E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS. '
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. ITiERE` ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FAMJTY NOR
ANY KNOWN WELLS S PROPOSED WITHIN
15V OF ANY KNOWN LEACHING FACILITY.
'
5. WITHI"! LIMIT OF EXCAVATION REMOVE
ALL TOPSO!L, SUBSOIL AND:OTHER ,
IMPERVIOUS MATERIAL,
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFOR4ftNG TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 5D S"EVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
i5 % OF No. 4 SIEVE SHALL
PASS No. 2DO
UNIFORMITY COEFFICIENT •O No. 4
SIEVE </-6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
:THE CONTRACTOR SHALL BE RESPON—
SIDLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON—
STRUCTION :ACTIVITY WITH DtG-SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG—SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82. SECTION 409
AT TEL <i-888-344-7233.`THE _
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND '
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
-- LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGEGRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY
9 '
j
1
jhe BSC Group, Inc
I
y,
X657
ROUTE 28, (UNIT 6)
WEST -YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL'
SYSTEM DESIGN
T4 ACCOMPANY
NO.i. FILING
LOT 3 '
PAWKANNAVA'KUT
DRIVE
S.' YAR OU TH
PREPARED FOR:;
BOSWORTH ASSOCIATES
P.O.. BOX 685
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE MA
02632
DATE:. JULY 12.-2000
COMP./DESIGN:- K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 8188—SEP.DWG
DING N0. 5179-08
SHEET .1 OF .1
JOB N0. 4-8188.00