HomeMy WebLinkAbout83-1539 - Sewage System ProfilesASS' YVA, G ]--/j-7 ,S YS TEYW #1 PRO FILE
INV. EL. 13
�.._..7 Jam' C�T�� Gl i 1� T' 1 C�� # R 'T 1 l'
<<r3�ro 4-r_t..I�.th'
c_I..1.1
FLOW UNE
U-0 01 1 1q"1 u INV. EL. \0.-t'
A0" u0m DEM l� c n11 otii
i H 20 LOAD
INV. EL tt •Q' i
VIEW TV T ,S.
INV, EL IZ.'T'
wA7CR TCk+i COhTA
r Ura --�
L\
NV. Et_ I2:5
VIE T4'll �T T AS.•
:_i .:v
w��rx ren mse;.
r [sa --
/ -
INV. EL Io.S
L\
RIV. EL I c •3'
1ti
TOTAL LENGTH OF TRENCH zs'o"
"500 GALLON DR )"WELLS "
TRENCH SECTION
a' DIAH. 12MIN.
�� b•6." •'.v p• �• . Net
31-4"- 1-1/2 " HASHED ., e
{�� '
CRUSHED STGNE °:�, °
l 13.2
'- TRENCH I/IDTH
NU413ER OF TRENCHES
NUMBER OF DRYWELLS
— Total Trench Length
i
1
n
P
w
eastone - 'o B 1
2 t 1/ /a
• - ,?. 4f 1-1, 2 TrashedCrushed Stone fol
°� °e°
° Q.o
Inv : Z io.l
No. of Trenches _!
No. of Distribution Lines each Trench 5'
j Length of Distribution Lines _351(p"
-� EJ_3,t'
abj. N.C;H VAT¢.2 E\,3.0 txC04.dGai,., .
PROPOSED S. A. S. TRENCH SECTION
3/4" - 1-1/2" Trashed Crushed Stone —
,? of i/Bw -- 1/2w Peastone
--
.08a:.e8ec❖::....................................................... •.. . �• •••:-':
AWL_
/
08
�oyw y� o
e qq,, o qq, eo ee v oog v oe
°d• °O og a e.4b vd os4, rl' �$
Trench iTldth _r4!
F,ff. Depth of Trench ?
F Til G AS SAS I'L'1 � -PROFILE V7�� Y� l` T � . S.
b
Total field Leggth 4� / t e
u
t!1'. •r-�T.d 1 NoRYN @NO� F.�.\�.Z.or of 1/r - Ile Peastone
-_��—
EL .1 .3 (' so�zw `514V EL
'IIpJT COV'!a
• Ci U
.._............._.._.._......................-....................................................... d Q
EL 10.0 /„:,...::::::::::-:•:::_-.-:::::•::-::_':.��;::•:::::..::::::::::�:::::•:.;:.,,:,,,.,,,..::::::::::.:-:::::.-::::•:::::::::::::::::::::::::.-::::�:::::: . I •�
- i _ V 'tA�D;1
ORIGINAL Go
- -�- - 5 RADE 10,0+1- r---2'[neL---� e ° e0e w °
1 Inv. El. e•5 eSV &> S/4 - 1-1/2w Meshed Crushed Stone ,,�,���yyy```,,,''' °„
v o
EL oJ.3' �i�� PVC °s v e oe vdYYY' e v o °sv n 1-f ` ' ' x.
qp�,+�� d t +, qf��
�. I ��� � °° � e� v e - e Ei Q.O C7 tv
2 PIPE PIPE e
FLOAT-- ROAN , e.g j' M "'' . ° d '� o
\ CABEL CHAIN GATE > L•.':. EL l._k �"'Q B`� T 1 ' t°
INV 7.3' LI a �LEVEI 1 uNl wtiE INV 7.3' INV. FL No. of Fields °Ou
FLOW UNE WITH 24 HOUR
T-0° 6'-0° I` RESERVE CHECK FIs' �retyt No. of Distribution Lines each Field 6" m
INV. EL _ t_7_ Le of Distribution Lines q$ 4"
416'• —4' $r'_^U!_r 4.; rvC •�'•. �� A* SPEED REDUCTIC?J TEE !]�.h
el LOAD DEM r -kyr _ (,_ 3.0
IIz000 t�nLLoU l WATER TABLE EL 3.0 Avj.Rt�e rt .3.0' (cnAsv�L� o
1 •- h
INV. EL. t.0' 111 EL2.3' (2) 14 ReBar Horizontal -Continuous
17,
1-4-11.3;
NOTES:
c
1. PUN PS MUST ALTERNATE
#4 #3 #2 41 2. BLINKING RED LIGHT ON PA"dEL
FLOAT # 1 PUMPS OFF WHEN LAG EDLH ON
PROPOSED S. A.S. FIELD SECTIO
FLOAT #2 LEAD PUMP ON 3. BLINKING RED LIGHT AND AUDIO
FLOAT #3 LAG PUMP ON ALARM WHEN FLOAT ;"4 IS Z °� 3
w
DESIGN DATA:
STRUCTURE
TYPE NO. BEDROOMS GARBAGE DISPOSAL
DESIGN FLOW int ¢ S \ r.,�o
3x NO = 33
SEPTIC TANKuS� \<00
LEACHING FACIUTY (, �, Z r tq,L rZ 5`A --Z'5) x Z
t= �rn
FLOAT 94 ALARM ON ON 3/4 - 1-1/2 Washed Crushed Stone -
2' of 1/8e - 1/2- Peastone
LOCATE LIGHT AND AUDIO ALARMS AND
CONTROL PANEL IN CONVIENIENT e ep Q° °
INSIDE LOCATION 4 fy �8, ;` b°Z,% f
PUMP TO BE POWERED BY A SEPARATE J3
CIRCUIT FROM THE ALARM CIRCUIT j•0— neld P7dth
DESIGN DATA: w- CESICN CA'A: S�STr�-t * 3 11
Z � !o"
STRUCTURE r- STRUCTURE .-k,.,�-, ♦��� 8 0 F,ff. Depth of f}e1d
��5.. t-Auc� USt: Z- Nu
N0. BEDROOMS GARBAGE DISPOSAL
TYPE NO. BEDROOMS GARBAGE DISPOSAL 7"?E
DESIGN FLOWi'- `oEy S
L �S
SEPTIC TANK c SEPT'C TA.v:: u�F -000 uruoN Thi u.Si
---'i . . LEACH',%^. FACUTY
LEACHING FACILT�ALA� S(-'a�7- U-2
, it ,
_ 3o4x o -IA A i
Sjje Plan of Land bi
West Yarmouth, AIA
'Prepared For.
Hanlon Homes Inc.
DepictingO Villas
Ocean View 11
SCALE- AS SHOYW DATE.• DECEMBER 1, 2000
Prepared gy,
Stephen J. Doyle and Associates
42 Canterbury Lane, East Falmouth, Massachusetts 02536
Telephone. 5081540—,2534