HomeMy WebLinkAbout96.38 - Title 5 Site PlanLEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
100
ELEV. 23.6'
PROPOSED CONTOUR
7)
100 —
EXISTING CONTOUR
—
W
PROPOSED WATER
l
1
1
1 33
11
1
TOP FNDN. AT EL. 35.0'
1
02-206 (LOT 4)
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3' OF FlN. GRADE
ACCESS COVER (WATERTIGHT) TO I
MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM3�7(V
RUN PIPE LEVEL
32.5'�FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 32.05'
32.30' TANK (H- 10 ) GAS
32.03'1.86
(_L% SLOPE) \_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4, (_x -SLOPE) ( SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH - 14"
FOUNDATION— 10' — SEPTIC TANK 2'
BENCHMARK:
CENTER OFCON
BOUND EL 32.7'
PROVIDE A ROX. 32'
OF 40 MIL U AT 5'
OFF SAS IN A A
SHOWN. TOP -
Ev,
32.6'. BOTTO 1
28.6' \ 1
D' BOX
v
140.00 ELF ER
LOT
LOT 4 r — 30 h
15,001± S 1 31 �r
SHED
' 1
1 ll 1
1 -A
1�
TH-1
1
V REMOVA UNSUITA SOIL
REQUIRED AR D PERIME OF
LEACHING FACILI DOWN TO
SUITABLE SOIL LA REPLACE �C
Vr!H-CLEAN MED. 1
v {
�-i
' Ip51
PROP. DWELL
TOP FNDN a 35.0'
Scale:1 "= 20'
0 10 20 30 40 50 FEET
i
2' DOUBLE WASHED PEASTONE
OR GEOTEXTILE FABRIC
13'
3/4" TO 1 1/2" DOUBLE WASHED STONE
LEACHING
FACILITY
3' MAX.
32.58'
75'
7.55'
6.15'
BOTTOM TH-2
EL. 22.2'
ADJ. GROUNDWATER
ELEV. 23.6'
(LOT
7)
t•
m
m
m m
1�
13'
3/4" TO 1 1/2" DOUBLE WASHED STONE
LEACHING
FACILITY
3' MAX.
32.58'
75'
7.55'
6.15'
BOTTOM TH-2
EL. 22.2'
ADJ. GROUNDWATER
ELEV. 23.6'
(LOT
7)
NOTES.
1.IDATUM IS APPROXIMATE NGVD
2.' MUNICIPAL WATER IS AVAILABLE
3.' MINIMUM PIPE PITCH TO BE 1/8" PER FC T.
4.'' DESIGN LOADING FOR ALL PRECAST UNIT -TO BE AASHO
H-10
5.' PIPE JOINTS TO BE MADE WATERTIGHT.
6.' CONSTRUCTION DETAILS TO BE 1N ACCOR ANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONL AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY 0 ER PURPOSE.
8.' PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
9.' COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AiND PERMISSION
OBTAINED FROM BOARD OF HEALTH. -
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PR POSED
LEACHING FACILITY. I
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 38
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC. RATE = < .2 MIN/INCH (ASSUMED)
CLASS ' SOILS P#
Iii SYSTEM DESIGN: " 1 33.4 " C�z
0 33.4
_ 0
/
GARBAGE DISPOSER IS NOT ALLOWED 0/A/E 0 A/
E
t tt LS
tIt ,t ii DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD LS
i4 ii USE A 330 GPD -DESIGN FLOW 6" 10YR 4/1 32.9 loll10YR 4/1
t, B B
+ c tt SEPTIC TANK: 330 GPD (2) = 660 LS
t' USE A 1500 GAL. SEPTIC TANK " 10YR 4/6 S
t M• tt 28 31.1
LEACHING: 36" 10YR4/6
i. SIDES: 2(5 + 12.83) 2 .74= 112 GPD
t tt BOTTOM 25 x 12.83 (.74) = 237 GPD
C
it, r TOTAL: 472 S.F. 349 GPD
A-4
Lp t it USE -(2)-500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) MS MS
WITH 4' STONE ALL AROUND
N
t2.5Y 6/5 2.5Y 6/5
' n
„
' t, t � n
tii 23.6' -
it , MA ADJ. G.W. ADJ. G.W.
powAPPROVED DATE BOARD OF HEALTH
+3189 126" 22.9. 132"
, u
3Ou t, NO GROUNDWATER ENCOUNTERED
ski it tt
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i�
,t
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ELAS Ii,
TITLE 5 SITE PL
t,
tl
OF
51- BRUSH HILL RC
YARMOUTH (PORT),
PREPARED FOR
OUR- FIRST HOME
DATE: FEBRUARY 16, 2007
REV. DATE: SEPTEMBER 5, 2007
REV. DA/TE: SEPTEMBER 24, 2007 (BLDG ENVVEEL�
9=��
off -508-362-45 1 ''
fax 508 362-988b $ SEI
OF agSSSCy
�� DANIELA �w� ,� DANIEL tiGN'� �" ;
OJALA F A. do wn cape en gin eerl&-
CML y �i OJALA w
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.p0 �E6 STEa
-►12`1�„� s, EN LAND SURVEYORS
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street — YARMOUTHPC
02-206OUR_FIRSTHOME TOPO L(