52 Miriah Drive Site & Sewage PlanASSESSORS MAP: 86t
4E1g
PARCEL- M 22 K
vp
FLOOD ZONE: C ? 2 1 ' 10. ZQ
c Lav
'rc a5py
as
LOCATION MAP
LOT 22
22,724 + S.F.
(0.52 ± AC.)
3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(30' x 1f x 2 DEEP)
12. 25'
38_
8
-1 _- -----_ _-__ _-------39
39- -_ ---- --40
442
40 1v _ - -
y1N - � -43
-44
41- ' - -L • yy1 Y ,,q. „t�� - ' - ' X45
' eSr/ •
1 S
s 55
m
44-'-
45-
4--45- - - _ - - ` T DSC
46
46- - - - sf 52 y1XISrINGY
WOODENyARK STAKE 2 g8 G \
ELEV.- 435 47- _ it p: 49b
i
— — UTILITY
- CLUSTER
46
D
44
UTILITYCLUSTa D7WS 47, 125.7 8
� ' 2z
.ww-.Ir `
47.8 47.0
RIVE
48.6 pevsM I R IA 14 .0,
STING CONTOUR: — — --
POSED CONTOUR:
STING SPOT ELEVATION: 25.5
POSED SPOT ELEVATION: 2-5
T HOLE:
LITY POLE: -O-
rCE LINE: —
(RANT: -6
AININC HALL:
E:
97-012 (D23F27)
ENCIK
WITNE.
DATE: -
PERCO.
TH-1
FILL
V/A
SANJ
Cl HOjUZON
LOAM. ISAN
t
132' LO
NO GROU
Cel
r VON HONE, Rs.
77
RATE: 3 MIN IN
TH-2
42.0
SEhTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (HCVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
S. SCHEDULE 40 -'4' PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH — 1/4' PER FOOT, (UNLESS NOTED OTHERWISE
6. FIRST 2' OF PIPE OUT OF D—BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH RECULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
FLOW I STIMATE: (3 BEDROOM DESIGN, MINIMUM)
.3-B DROOMS AT SIO CAL DAY/BEDROOM =AM CAL/DAY
SEPTI TANK:
33o AL/DAY x 2 DAYS CAL
USE GALLON SEPTIC TANK ' (EXISTING)
UIE 3 INFILTRATORS (MAXIMIZER CHAMBERS
H 4' OF STONE ALL AROUND (30' x 1r x 2' DEEP)
RDE AREA (30 + 11)2 x 2 = 164 SF (.74) _1,Pl CHILI DAY
OM AREA: 30' x 1r = 330 SF (74) = 244 CAL/DAY
CAPACITY = 365 CAL/DAY
SEP, IC SYSTEM SECTION
COVERS WITHIN i2' OF
49Sr FINISHED GRADE
(ONE INSPECTION COVER
rrRST FLOOR TO BE WITHIN 6' OF GRADE)
�
�j ELEV.
fL--' -'�j1J (ExrSTING)
11 TOO GAL
SEPTIC TANK
(U�� BASEME (EXISTING)
TEE SIZES: (TO BE CONFIRMED)
INLET: 6` UP, 13" DOWN
OUTLET: 6UP, 14" DOWN -
n
24 SCHOOL STREET P.O. BOX 483
WEST DENNIS, MASSACHUSETTS
PHONE t TAX: (508) 388-7710
D—BOX 39.07
3924 (s" OF ELEV.
ELEV. STONE
UNDER)
- GAS BAFFLE 38.0
AT OUTLET TEE ELEV.
oz3 ;a♦ouas.l. � u r, .
CIVIL
r 71i
,4ecCr T ¢ i
No v659Jief
THOMAS McLELLAN, P E: JOHN Z. DEMAREST JR., PLS
-A
,
2' PEASTONE
314'-1112-
WASHED
/4'-1f/2"WASHED STONE
4' 4'
.e 90' ON
3 INFILTRATORS (MAXIMIZER
WITH 4' OF STONE ALL AROUN4
(30' x 1r x 2' DEEP)
LOCATION
YARMOUTHPORT MA
PREPARED FOR-
A
ORA & g CANCO
SCALE: 1' - 30' DATE: S f4 97
REFERENCE: PLAN BOOK 348 PACE 20