HomeMy WebLinkAbout185 Highbank Road Sewage Disposal System Design- _.#EL.. _: •.; ...., .DATA
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onuar 18:2001SOIL TESTPIT,.
_ SEPTIC TANK :DETAIL. 1,goo GALLON DiSTR(BUTIONX DETAIL:, NOT ro-SCALE _
LEACHING
G DEl
AlL NOT TO SCALE
-TEST PIT, .12TE8TPIT
_
-
99.8t
99.8
GRD L .��
a _ GRD L. �
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,.• NOT TO SCALE
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89.7
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IEL."T. 'HIGH -CVd
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. -- 1 w $. INLET AND OUTLET TEES TO BE. CAST IRON Fh`vISHED'GRADf
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SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
REINFORCED CONCRETE. -
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OF HEALTH, REGULATIONS,,
3. ALL PIP,:S LOCATED UNDER PAVEMENT
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TEES TO B CENTERED UNDER MANN VER
E E C TER D OLE .CO
2. SCPi1C TA.h`C TO 4',7TiSTAP.D "-10 Ld.4D.NG ,
REMOVABLE "
2 WALLS NOTES.
00
e._
-
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..
p000 0 000 O O 0 0 0.0 0 0 0 o p 0 0 0 O O p 0 p.0 p OO 00
OA,=}Y,SAND `,
6. REPLACE WITH, CLEAN. WASHED SAND'.
LOAMY SAND
_
UNLESS UNDER PAVEM�NT .DRIVES .OR ,:
OVER ,
_ i
PASS No. 50 SIEVE
-...
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t
<5 % OF No. 4 SIEVE SHALL '
TOYR 5/8;,_ .
<; 2
1QYR 5 8
/
_-
c -
TRAVELED WAYS WIi_REIN H 20 LOADING
,. + «DIST.` N -
... .. ... .. 1. BOX TO WIIHSTA D H 10 LOADING
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4 PV
COORDINATING THE •PROPOSED CON-
'STRUCTION.ACTIVITY WITH DIG -SAFE
2 6 ..:...
,_
3
34 .
_
SHALL -
3. ALL' PIPE CONN_CTIOM15 AND CONCRETE
t>vo9wmElt ,.
UNLESS UNDER PAVEMENT, DRIVES OR
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NIRH 'GRnI1N11WATFRCO:.APUTATION-
CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE'.
_ , b1AM1H0 COVERS BROUGHT
LE OVE S 8 GH
d ilt1•All 'I1NtICL'71 �KNnCKM)TC'WITN .-�unn,iu c nc nnn cu np anc.�
TRAVELED NAY WHEREINLOADING
VE D S F .. H 20
. SH ,
ALL' APPLY. -`
_L ` �F'�-�. - � .. T -
PIPE
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O O O 00 0p O 0o O0O O p0 0O O O U
oO °o0 0 0 0.0
O000 0O
no 0 0 0 0 o 0 0 O
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GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
p
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4 UNITS
-_ -
HIGH DENSITY
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OF HEALTH, REGULATIONS,,
3. ALL PIP,:S LOCATED UNDER PAVEMENT
0o
40OR'EQUAL.-' '
"POLYETHYLENE INTILTRATOR 3050
c
00
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
S.'WITHIN LIMIT OF EXCAVATION REMOVE '
p000 0 000 O O 0 0 0.0 0 0 0 o p 0 0 0 O O p 0 p.0 p OO 00
0 0 00 O 0 0 0 00 0 O p O p
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,
_.
J56 .. ,: MORTAR. 6 5 i 8 Z PROVIDE`INLET .TEE OR BAFFLE WHERE � ,
_. _ 5, OUTLETS a
35
PTH T KA1T32 OR 602 OF HOLE) 14
:, .. �- TEE. 0 BE U DER _: SLOE 0 E EXCEEDS 0.08 fT: TOR ,
5 _ t, .-z`
9 MN
, 2
ELAN
OPENING A ..VIEW
I
INDEX WELL I%W29 M.H. OPEN h o , o a." • IN MP
-__- <+ . .. , �. a nea : U ED SYSTEM.
COVER zPa$,_."M1"�" �a
3 a a c.,. , n? n
. WATER LEVEL RANGE ZONE _ 7i i% e ... "
6 A 6 -- - r.,. , --� _
COARSE. S ND 2 3.'F1R5 TWO FEET OF PI. E OJT OF ISL
j-- _ T a
1 -��-
4 4O. N -
_ .. BO M 0 LE
,', 1 9.6 � RA! M k W VEL
... . , CURRENT EP1H(7NDEX WELL 200 S£
2.5YR, 6 a WELL(12/00)-2.6 - ; , " - r -LOAM &. SEE[
/ , BOX Tb BE iAID LEVEL
6 R.. N. 3 4 .TO
10 6 __. . - '.: .r`-.,. _ STA _. / r
•. - ...; ,. 7. WA LEVEL _. 3.9 _ :SEWER$RICK •.. ._ .• .: - ELEBASE '-.... _ " :
.. :- 7 TER . < . , .. ,
_ 1 1 2 CRUSHED
& MORTAR :
' Ot' - � _ 4 A -PIP
10.1 _ LL E CONNECTIONS AN CONCRETE
A P T HIGH WATER CR N D '
: COARSE SAND DEPTH 0 � 10 0 .. OSS SECRO..
TONE BASE
i
S
2 ..-3 MAX.- C MPACTED FILL 36 M,
$ 8 2.5YR ` 6/4
NORMAL LEVEL CONSTRUCTION SHALL BE wATER71 iT
0 0 0
. t --0 0 0 0
5. FILL ALL UNUSED, KNOCKOUTS WITH MORTAR. 0 0 00
14
9 9 ro
_
PRECAST .SEPTIC TANK r s, .
,_ .. O C HIGt
s
_ . INLET TEE ,_ _
_ 4 9
n 30 1 2 n DENSI
_ . EL 89.8: � / ' , , C
.. 1 1 � ,
`E `.89. 2 30
10 L 7 _ o
1 1 4
0 20 _ 2
O OLYETH
- - C
T .
NO,�JATER 5 2 _ .. " _4, EFFEC. INET
4 6 _ I 5 LTRATOi
4 D MN 0 ET M ,O
15 1 C
11 _ /2
_ oun iff DEPTH
z I 1 _
. ,. __ .LOUD DEPTH .. LEACHI
I - O
.: 5 B r CI
.
PRECAST DIST. C AM
D5. � 8
INDICATES L
BOX
B FRVED I
.GROUND WATER ' . . ... ..
. - , n
i
J
I
-ACHING CHAMBEPa
)ISTURSED AREAS
:IMUM 12"MINIM M
000 0 00 0 0 -
0 0 000 a 0 3" LAYER
0 00 O PCASTONE
.NE 60 O REMOVE
60- UNSUITABLE
3050 Q 0 , O MATERIAL FOR
00, 5 ALL AROUND
O IF APPLICABLE
nem
3/4 - 1 1/2-
47- WASHED STONE
' l
DF CHAMBER
N ' CRITERIA:
FLOW:
)ROOh"S AT110G.P.B./D 440 G.P.D.
D SEPTIC TAN
200% 880 GAL.
TANK PROVIDED: = 1500 GAL.
LEACHING 'FACILITY REQUIRED:
ERC. RATE: <2 MIN./ INCH
:1M APPL. RATE 074 G.P.D/S.F.
1) + 0.74 GPD/SF = 595 S.F. "
LEACHING FACILITY 'PROVIDED:
DENSITY POLYETHYLENE
CHAMBERS(4 UNITS) 12'X2'X35'
L 2(12'+351) X 2' = 188
12' X : 35, 420
608S.F.
x 0.74 GPD/SF = 450GPD
)CUS INFORMATION
_NT OWNER: 1VAN CEMIRANDA
REFERENCE: DOC. 636619 CERT,136783
REFERENCE: L.C. 17392-C
>SORS MAP: 80
PARCEL: 114
G DISTRICT: R-40
SETBACKS: FRONT 30'
SIDE 20' .
REAR -20'
I LOT SIZE: 40,000 S.F.
)NDWATER
Y DISTRICT:' - NOT IN A 'ZONE II DISTRICT
EMA FLOOD
E DISTRICT: ZONE "Co
3 PLAN: NO SCALE
LOCUS
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U to
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PJ•, z � �d
NZGN$
LABANS
POND
I
REVI N
SO S
NO. , - DATE DESCRIPTION "
1. 5/15/0 REVISE ;HSE. -'
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
'CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL: CONFORM TO MASS. ;-
D.E.P ,TITLE 5 AND LOCAL 60A.RD '
OF HEALTH, REGULATIONS,,
3. ALL PIP,:S LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40OR'EQUAL.-' '
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED VITHIN150 FT. OF TH±_ "
PROPOSED LEACHING FACILITY NOR -
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
S.'WITHIN LIMIT OF EXCAVATION REMOVE '
ALL TOPSOIL, SUBSOIL AND OTHER -
'IMPERVIOUS MATERIAL,
6. REPLACE WITH, CLEAN. WASHED SAND'.
04 OTHER CLEAN GP.ANULAR SOILS
CONFORMING TO :THE FOItOW',NG
SIEVE ANALYSIS:
107. (MAX) by wL SHALL
PASS No. 50 SIEVE
<10 7 OF No.!4 SIEVE SHALL "
PASS N6. 100 ,
<5 % OF No. 4 SIEVE SHALL '
PASS No. 200 "
UNIFORMITY COEFFICIENT 0 No. 4 '
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN . THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SBLE FOR PROPERLY LOCATING AND
COORDINATING THE •PROPOSED CON-
'STRUCTION.ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING TI1C
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL I'E NOTFIED FER
THE STATE. OF MASSACHUSETTS
STATUTE CHAPTER, 82, SECTION 409 '
AT TEL 1-888-344-7233. THE
ENCINEEP, 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 CONSTRUCriON,r
8. THIS SYSTEM IS NOT DESIGNE 0
THE USE OF A GARBAGE GRINDER.
A- GARBAGE'' GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACiUTY- -
SSC GROUP
657 Main Street, Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM'= -DESIGN
185 -HICHBANK RD
SOUTH YARMOUTH
t�ASSACHUSETTS
(®ARNSTA.81F COUNTY)
PREPARED FOR:
IVAN DEMIRANDA
185 HIGHBANK RD.
-SOUTH YARMOUTH
MASSACHUSETTS 02664
DATE:.. FEBRUARY 14, 2001
COMP./DESIGN' L MACDONALD '
CHECK:: D_CRISPIN
DRAWN: P.'HAGISTA.MACDONALD
FIELD: D. GAZZOLO /;d. McCARTIN
FILE NO.-'$253-SEP.DWG
DWIS NO. 5272=01 "
' 1 OF 1
JOB ' NO. 4-6253.001,SHEET