HomeMy WebLinkAboutApp# 4289/iy" LT-
Ell
T-
-
��- l- -
�"�'NT ��C ►��T IaN
W�IiiE GL��
�HIN(-A.L�
FT '�21r%[-�-
LING u
FVT1) Gt^�/dr!
j w14�,e�tr�: j
1'- —AA
� -
—a A „-
S%
Cct I e YARA",OUTH COpdh?lTTF
� I
rr-ow
Lp
FT er7 F.,
W
S"
- �-fes -- - -
r i
w H T.S C' rp'N FZ
i12H 0161 L
77 T
X
N -i
t PT
'50-1> P1-AA1
YIAPPPOVM
WOUTH Comm
l< vTN
I,Ih1E-v� .
rvTUp:
H
I1Z
.96 APR 26 A9
IOWN
WHITE CZZ�
hHfrl tLC�
1
LaNC or
FVTU 'G• Gyp Wit''
U'.
(MJF f��4O
,7�'I SEPTIC PROFILE TEST HOLE, LOGS
T.O.F. AT EL, O (NOT TO SCALE)
ACCESS COVER TO WRHIN 6' OF FlN, GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER:
- S5) MINIMUM .75' OF COVER OVER PRECAST IN 6' OF FIN. GRADE
L'3 1 2% SLOPE REQUIRED OVER SYSTEM WITNESS: Jo 1 ♦ o.jE , E r✓
RUN PIPE LEVEL -. 2" Dal�t.e-k.1�Sc��G+ P�t.`lio�:1 C. t5t(("A -
,- (DB -3) f FOR FIRST 2' - _ DATE: ii ..J6+ 10 ,
Z A PROPOSED 1500
GALtAN SEPTIC ,
PERC. RATE TANK (Hilp-)
S,Zr
'J1 _ _ CLASS _ SOILS P# a
Zo.c J
jo IZ" $> 8 I L,71,5
(! X SLOPE] 6' CRUSHED STONE OR MECHANICAL
. ; DEPTH OF FLOW _ '� COMPACTION. (15.221 121) ";; s+-. `7
_ 1 1,..�?,i.-1f31..1'-Y14.5NEr'� �J IOr=rc i
TEE SIZES:. (WY SLOPE 05% SLOPE)
INLET DEPTH e +ar
OUTLET DEPTH m _S�" E" c^/A.T+tar•1 CME"c+.. -ro 2)` tP.(I -
FOUNDATION—.9'5'— SEPTIC TANK 0' BLEACHINGOX FACILITY
3•'Y 1' E1.1 t1 ✓��i 4A o '� "13 15 4
I
,^uoa '''.� x t�oiE:.taP1JJr�DM1P�G(L E�..EVA}'tC�
Ir1fu1�J�E•� -g`f �i diE`.� _Snt-ate
N'/ ��� C'PF-oxtM6l"� N1t�i-QO.-tC>
�� t ; C a:. �.. 1 � to l't•o
/'
(� / T, 131
n ,}
4ey X1
1. DATUM IS 11EcJr9 - ah,Jnitc p DE11nJ It QitAti
<, SEPTIC DESIGN: (GARBAGE DISPOSER IS wtdi a-�- 2. MUNICIPAL WATER IS �ted
Xitri-I
/ 1� - \�\ ��TvINIMUM PIPE PITCH TO BE ;1/8" PER FOOT.
DESIGN FLOW: 5 BEDROOMS (LI -0 GPD) 2-o GPD
4.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO—H l v
USE A oma GPD DESIGN FLOW
z 5. PIPE JOINTS TO BE MADE WATERTIGHT:
SEPTIC TANK. 3�o GPD (__) = L_o GALLONS$. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
USE A 15,, GALLON SEPTIC TANK
7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
LEACHING:
t«Ec fox �. 1 1 ' e•o� \ o \\��l 11 i4t SIDES: �i4t.5 +"iC�> (74) = I !3.5 GPD USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM "TO SCH. 40-4 PVC.
BOTTOM
7-15
GPD
9. COMPONENTS N07 TO BE BACKFILLED OR CONCEALED wlTHCiUT
TOTAL 4x45 S.F. 358.5 GPO INSPECTION BY BOARD OF HEALTH AND PERMISSION 013TAINED
FROM BOARD OF HEALTH.
P / �f ..'.. ��i '�� \,' -. �\ \� � -, � �•f / z7. ,5E Co ��t-toL+�°Pi Iti�,�Tc�n-'��c'� ,iii �.1 z
M� / F�•r, �'t FCFc . �� ��. 'c "\' f 6%• -gin } 11' STar E i�z R- 1'41.5 L x
� �' • T�� � E' ', �� �FtMnLyt �YST�t* !•' F?O r --t t: �, lam: S -c'.S 6a Y-�+-t uk.
k.
SITE AND SEWAGE PLAN OF
IN THE TOWN OF:
'\ �_✓j �t /
/ \ BOARD OF AEALTA
APPROVED
MA PREPARED FOR:
APPR VED DATE
0 s
V �
Ool
Frei
// -
i SCALE: .�,, mot DATE:.
21
1
down cape
engineering, inc. tr or w it` �3b.
ARNE t -t �6 (1 FTs .� : To ti f�c m , APPF OVER
;goaT, d•1 -To 0 L r' P <w l 4� � µ s = 4 CIVIL ENGINEERS MNe s� � ( OJAL AT
MOUTH COMMITTE '
r .
po1� f op s e �irA.� LAND SURVEYORS o c tao Yz V
PHONE,508-362-4541 No rse et
FAX 508-362-9880 tCaL fCISTEF ��� A � 4 fill''
: P
sse main st. yarmouth, ma AR a DATE
JOB# IS, z LA, P.E.;