HomeMy WebLinkAbout83-718 - Site PlanSOIL
TEST PIT
DATA:
INDICATES
SEPTIC TANK DETAIL:
loon GAL,
DISTRIBUTION BOX
DETAIL:
A� j
OF HEALTH REGULATIONS. -
3. ALL PIPES LOCATED UNDER PAVEMENT
INDICATES
PERC.
TEST'
-4- OBSERVED
- GROUNDWATERTrP
NOT TO SCALE
l
NOT TO SCALE
TEST BY:
TEST BY:
TEST BY:
TEST BY:
0-2
617 362 8133
NOTES: is SEPTIC TANK SHALL BE STEEL
- REINFORCED CONCRETE. '.
4. INLET AND OUTLET TEES TO BE CAST IRON OR
SCHEM
2-C
NO. OF OUTLETS:
-
-�G S� 41 ��1 L'EA�F{
-
- TPS i
TP
TP
TP.
2!.`?6
40 PVC. TEES TO BE CENTERED .UNDER
WITNESSED BY:
„- ,..
< IH P, I'_1 T�E_P,
GRD, EL, 1 • 1
GRD. EL.
GRD. EL. 2G,
GRD.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
MANHOLE COVER.
NOTES.
•'
51aC -
INVERT AT SEPTIC TANK(out)
GW EL 14- ;
P.w
UNLESS UNDER PAVEMENT, DRIVES OR
PERC. RATE:
PERC. RATE:
L DIST. BOIL TO WITHSTAND H-10 LOADING
,
-GVV. EL. 14.1 GW. EL.
'f:Y Gwl y,3
Y nt3 .c IL
k
1h
F I t-) G
AND
TOY�I�+L
E ,ra x� is
PIN t:
rt}F_ Dr 4A11,1
sAu.�
TRAVELED WAYS,WHEREIN H-20 LOADING I I UNLESS UNDER PAVEMENT, DRIVES OR S � OII
SHALL APPLY. J PRECAST 1 TRAVELED WAYS WHEREIN H-20 LOADING
3. ALL PIPE CONNECTIONS AND CONCRETErANHOL[ coven J 5 I I DIST. ( i SHALL APPLY.- r
CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH OIIADE t BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF --j
I I INLET PIPE EXCEEDS 0.00 FT,/FT, OR IN '1 7 1-� rr r I ra-
i - PUMPED SYSTEM. - I. 1 I _
Iz NLN. L---r-�---J SOX TO BE LAID LEVEL.
le MI 3. FIRST TWO FEET Of PIPE OUT OF DIST. t_t �\ r --1 ------- 4-IIJLE-r
.-,.
17-71
PLAN
NORMAL WATER LEVEL t REMOVEASLE� PLAN VIEW !-\�. 5�1^I h ,"•,,d
------•----- .,. io>,. CJDE...
1 - / P . . - _•- FI-�,SI-1 4¢AD62 %MIN. SL.CPF-
INLET TEE J• W ., J 1 '1 �' - • ►R[CAST 1; 4-� - 1:_, IL firAJ. tcVE24%0" MIN. OUTLETS -$-1 !EESEPTIC 1.,YrLIQUID. DErTN .TEE d NOTE 2 1`I i. .. TANK _ I 4"-bD I1 i-4..OUTLET I J� < SP`
L L ---- _Z•
' L 1J 1't 'wn.w ..•..... °�
L-77
:. �•• BOTTOM ON LEVEL STABLE BASE --BOTTOM ON ,n,�Z O�lrf •i.'%./%�; !r'::.•�/: CY.N l�l.'/�r
o oy • D ....: a u oe LEVEL STABLE `'�!n / �' —�— 2 •�.
T/Pi/.rL CROSS-SECTION .ter - ,rE BASE
PLAN VIEW - '/ .CROSS-SECTION VIEW - - - - - -
DATE:
GATE:
DATE:
DATE:
Z� -
INVERT ELEVATIONS:
MATERIALS SHALL CONFORM TO MASS.
A� j
OF HEALTH REGULATIONS. -
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE
SCHEDULE 40 OR EQUAL.
CONSTRUCTION NOTES:
' E_7
The BSC Group -
TEST BY:
TEST BY:
TEST BY:
TEST BY:
02630
617 362 8133
PROJECT TITLE:
SEWAGE DISPOSAL
Tg'. tit"
L_O I 12-
5T<\!E. f4AFa �.
`�41AU S;Itv()T•�4 LA kJ
sET33/
INVERT AT BUILDING
2!.`?6
WITNESSED BY:
WITNESSED BY:
WITNESSED BY:
WITNESSED BY:
DRAWN: T P C
Fr?oN r _ 30i
INVERT AT SEPTIC TANK(in)
Z1, G6
ZAti/E T:0iylA ,
JOBNO: 1-7?4,OC)
DA`Vt` Dit
51aC -
INVERT AT SEPTIC TANK(out)
PERC. RATE:
PERC. RATE:
PERC. RATE:
PERC. RATE:
.►5'
tCEhC - 20'
INVERT AT DIST. BOX(in)
21,0rj
MIN./INCH
R41N./INCH.
MIN./INCH
MIN./INCH
INVERT AT DIST. BOX(out)
20, t?_
INVERT AT LEACH
0��_
DATUM:
\
`
-
BOTTOM OF LEACH
U.S.G.S. MAXIMUM GROUND
VERTICAL DATUM:
P.I. C: \/, t? .
�'.
WATER ELEVATION
114'5
BENCHMARK USED:
A.
3.l`
OBSERVED GROUNDWATER
ELEVATION
/4,13)
f �
2Z.5
II C-1 I2'MIN.
1 ror'-- - - -- 2/.3
1A44 e
EG,ZhD- Ex15T riCAl't' `
BaT CHtttAEE12 19:1
I^3 x ISO = 9,4Z
Zo:�_
C -i- ITJCAC C"Le y, = 21,,3
DESIGN CRITERIA:
j� C-'Lr✓V, L �(,q �' = Z1.3 DESIGN FLOW:
L aY
3 BEDROOMS AT Ito G.P.B./D J30 G.P.D.
1(
�P � �y," /JO G-A>t''£'/'•e;-/'" �T�JNni=P
Le.
R m REQUIRED SEPTIC TANK:
A, on c1% eta
UP` ....•-- �L. 2b •�i a —� GAL.
NOTES 1 q I % SEPTIC TANK PROVIDED: = GAL.
,r DED: /OOCJ
� '�.,,
'_"--► � � ,/ „nannamn.l"nl .n \ , !' / � -'✓
r Z0 14' 46 ti \ �' SIZE OF LEACHING FACILITY REQUIRED:
� / .i � d ,� �+ Ups`"` - Z .,I` "� C'1.,_ �._�� -ti as G
/J >??OP�RTY L/NES SN,OLYN HEREON WERE COMP/LED FROM A PLAN \ CPF ,m�"°— `` 2 ��
ALL uNSu,r/�>�L t r=.Ar�J�� DESIGN PERC. RATE G Z- MINJRVCH
RECORDED AT Tf1E BARAsrABLE COUNTY REGISTRY OF DEEDS �� -t' p{ rm�6 �� / S �i (TOP Su85or�} T I' ' kEA' '6 n
/N PLAN 8001C 331 PAGE 40 AND DOES NOT REPRESENT AN \ s LOT � � �s�� v � ` r O � �oIC A �tST�,�cF or /o' At;Q,,rlt�
/ c \ !� \ r c°� r' t1 a'A' V lh ' { , to
AC7`UAL SURi EY ON THE GROUND. - �; 3 Fi. �Q �o I t L.C-ACN CPAt+,S4_4'
Y4. !' :GtiIC -? - WIT1f GLEAN GaACSE SAND.
2) TH/,S TOPOGRAPHIC SURVEY WAS MADE ON THE GROUND BY q� ` \ �� -`-£ �t r
TRANSIT AP✓D STADIA AiETHOD. v ` \ 2 -/ _ ;' prop W I \ L
3l UNDER, / \ c k �� SIZE OF LEACHNG FACILITY PROVIDED:
ROUAI D UT/L I TIES K ERE COMPILED FROM AVAILABLE E v - '
h --- \ i r PR nl'. - / ` 3- x, FL 0 D J F U> O f S
RECORDED PLANS OF UT/L/TY COMPANIES AND PUBLIC AGENCIES
` _
q o t.? 2" ST0AIo" O/U n
�/1�f= AN /' Otit
AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCT/0l'✓ �� (TI : : L D Lt-fNtr yt rt
CALL DIG SAFE 1-600-322-4844 z 1 Z
Joo CIAO.
I, z
t! N
1 s �1DES G�5,,F Xr �py.�11
T/.% <.'� ASF
`�� �•rr j
rN
{{
1 -
ti �
TLS
n� .zz
, I - LOCUS PLAN:
COr•JG.'ia ITE - - _ \ - 1 ;/.,,., \ \\� . --- - N
Iz- I 1
N 4'e `I"O' 10" th'
GC/p`I -
r = rs�a+aro � �4 __-
� LA 5 1 wr) loco` I ;j AO °
18 •ry I3 it
t,dl=
F PAYEritj N 4 O'OC W
" z
E C' G; E O `4, rt— `v z. 62 \ t✓�i%sfl
"'•tet UIQ !(JI`� �VARIAQ',L WIT) , F! - f'U.CL`i+.l it to k TOP �?� CI?k�Cii± \
PLAN VIEW
;, I> • -
•{ SCALE: 1"_ 20' `\
PI?OFESSIONAL EWGINEER-CIVIL DATE PROFESSIOAIAL LAND SURVEYOR DATE 0 10• 20' 40Gn` FEET ---_
i
i
REVISIONS:
NO DATE
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.O.E. TITLE 5 AND LOCAL' BOARD
OF HEALTH REGULATIONS. -
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE
SCHEDULE 40 OR EQUAL.
CONSTRUCTION NOTES:
' E_7
The BSC Group -
Cape Cod Survey Consultants
3261 Main Street
Route 6A
Barnstable Village MA
02630
617 362 8133
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
L_O I 12-
O ►,.1
`�41AU S;Itv()T•�4 LA kJ
til./A �> 0 i H MASE
PREPARED FOR:
LEEWA1%.D RUK1
DEVELOP C�,
DATE: 1IAV_ ::_7,, 19S(,,
COMP/DESIGN: PRr`/UAP-
CHECK:.^ii:f 1
DRAWN: T P C
FIELD: �J-PL:-/iP.W
FILE NO:
DWG. NO: 1106- 2
SHEET
t OF 1
JOBNO: 1-7?4,OC)