HomeMy WebLinkAboutEngineered Plan - 1998+ ®� is �� ��a�HoLr COVERS �o J/ S
� _ 3
t
O
EXTEND
�'0' WITHIN 4 �
k
_ 2&
-O3= FINISHED GRADE �
_ a
a
o
{
_ 4
_ wcN � t0 MIN. GA5 - Cc�cu
i E' s � S
b
p1
rtt~ ; eT
4/
� � �----.�' LEVE.
Co lz.
Ac � f Amac, .�. Cr •��-—� � 0.40
_140 T
Q _4.
S
_
P -At SE Sat.P,PE �
Q
� C .
TONEN
PEss
hV TOPPING
�- JAS.
r' r.
Y. j/�J IL �C'f ...yam ! �{�(J
I
„.
QQ�•, G ��r
y ,
u
J 1 v.• t r
C .411
7
�\ ., tt..
G - �
++ .. .. 0
1
7a 5 ,'ta0 3/
1 _I/2
S
t
Q WASHED
MIN. ._ 2
. Ivt N. wAs
S.T.
d, S'f�ONE*- A L
S. tL L
as`
I
ouNO LOCUS MAP
S0 TEST E T LbG
._ S
*J 1w
v ,
_ M NRA NOTES
-�, GEE L
��� RATS L � t �o�osE� s�rP � �� � � � � ��!_ t✓ ��,� T �� � ��
-t
SCALE c C L ..
N E� �
_ -ELEVATIONS SHOWN F N El. `� � ELE ONS 5 OW BASED ON S.GS. DATUM
G�. T t D t✓S 8 U.
r✓
S �'
4'
1 A�LoA�-�dy! � SYSTEMMPIPE SHALL 8E E
t7HER C
0R
_
,
tJ
>
f
SCHEDULE 40P.V .
C
� t�Y5 >Io tztol (.4 THE BOARD OF -_E.
AITN SHALL BE NOTIFIED
C
! r
1�3 E u �3i �
"7
"J
`
PRIOR TO BACKFILLING OF SEPTIC SY
ST
E
.
SEPTIC SYSTEM STRUCTURAL COMPONENTS
v.u.
1
SHALL _8E CAP_ABLE OF W
ITH
TAN
DING
A
i'>'H-IQ LOADINGUNLESS SPECIFIED OTHERWISE.
�0 7r3 tJaJF_KV5�t SEPTICSYSTEM'SUNDER DRIVEWAYS SHALLYk
COMPLY WITH A H-- LOADING.
lo�A
t, 20
..� � THE DESIGN AND COMPONENTS bF tHE SEPTIC
�
P T
�. .� ,3 SYSTEM SHALL BE, IN _ ..COM LIANC� WITH THE
`� ' C� �a _ (A Z
)
c
, AnS 5
STATE OF MASSACHUSETTS SANITARY CODE TF -ST CONDUCTED 0N
....
4
�- TLS` .AND HA `I P 1�'�1'
By
tiJ^1TE � t D 1i7�1 LE V SHALL BE N COMPLIANCE H
Ia � �•«J v; �.l t l til �i o c.. .- \ 4 V � S r
t s� is G�>J � s 4
THE
LOCAL
BOARD OFHEALTH_�Ul�5 A
%NbE 3Y -i_J ��y-xoJ t)c ACoN���� P REGULATIONS.
,
v
T
r
tt.. •fit 12. � d N
t� l� 1� E PSS TH �.
- � `i ��c.`I' \14.e
��. AP.A h T� S t CONTK CTOR SHALL ..8E RESpON516LE FOR
(' LOCATION
F `A N
tt 04 _30 ALL U bERGR0UNt7 UTILITIES ANC?
_: T
_ O jj
� j
e - "'
vJA,� �, 0�35��v t � SHALL. NOTIt=Y . De A �
� _G S �E .IDR td
-CONS,
TRUCTtC)N._
lti \ tv
NO GARBAGE --GRINDER.
9
4 oa4.
.
e �, Ln � �kTZ
c"t-o A
sJ to
�
c�
o� GE
oo �.
�. �� � DESIGN �R! SIA
.:....
w
c,�5s c.Cs t ��,� i E
� � .� Cwt
T N� es K � f✓ ,
E fC b- o
.2 � slGr� w.
� DESIGN FLOW.,
N o
t�
O C- Y, OS7 SPOT_
c
Z O
- ,�. DDR M A1' �
_ 9 ..._ E 00 5 b.P. 1 b A1Y G.. b.
i �"
O
a«NE � I2 � t'n �Et'�UIRED SEPTIC TANK:
o .�
� I
S ►a, 0 0 (�
�w ,s.. __ VAL1
to
.,
SEPTIC NK PR0 as
-._vlD�b GALE
tJ�o�-- a..-.,,....
4
,
F
SIZE 0 . LEACHING
FACILITY l�EQrl11REb�
.L.
W :.:.
S � DESIGN P� �tC RATE
r
_ O
N 2 0 ,' r t 4 7
SDEwALL f y/ 33 _3� Z + . z. - '7
a.
. i
t
r
G
BOTTOM __C� s 3 ?5
U 4-44
E5 `� � 2.a Aad tx , '`� `f'
A
SIZE, F lE CH NG FACILITY
.. 0 abviDEb
3
A
EUE
lot(
EFFECTIVE DEPTH
o
.�� T , ZS
�
EFFECTIVE �EC71VE LENC, N
aM"
1
4 h'. T a
t� AYt r.1 , >J S NE33 � E 't I V WIDTH
o� I I o
� /� to �: F E .� E
�J A 1 $�
... _ t [ p
b
lZI
C� D
� 2 �
D
� o
3
It . CSC? DEC. O , ( � otJE � 17 1998
_�.
_CONSULTING NGI S
.. � _ .. F� _ENGINEERS
Hp
EPT
• 7 WEEKS POND DRIVE ;
Q
'2 4
SANDWICH, MA._ 0 t; 008)477-8268
`A "�
Z F .
t0 v o
Q i ttJ c. IL i 1 �H A
A v�+� i'� �� .1 Q Q�� � � �. s H nt4sr meet�h A 5oc�dtt?gInc.
_� �. s9 u Eng g S ,_ In
. � JOHN P.
0
ti
G
%� O e_
lti HUNTER R N 1 � �r �c, C�2Anc..
v sT �9-0 UrJ4vV T �O� LISCIVIL m PROJECT: 5
N®. 36445 F o
� o
..
9
� (� ti
1e� , F- C7 VOt L
� lNL�
_S/OVAL Lam+
i
O
� ONT) Zo l.. T G9
0°-,,
1_
OWNEFc. CLt A 'ETM }-^t�F\G�.
tz
S L
ov�N Maut�1T t:J 'n ,
r.