HomeMy WebLinkAbout96.39 - Title 5 Site PlanLEGEND
ALLOWED
100.0
PROPOSED SPOT ELEVATION
100x0.
EXISTING SPOT ELEVATION -
100
PROPOSED CONTOUR
— 100 —
EXISTING CONTOUR
yWl
PROPOSED WATER
02-206 (LOT 5)-
PROP. TOP FNDN. AT EL. 35.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER TO WITHIN 30 OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO I
ZI MINIMUM .75' OF COVER OVER PRECAST /_ WITHIN 6- OF FIN. GRADEI
2% SLOPE REQUIRED OVER SYSTEM
32.64' { RUN PIPE FOR FIRST LEVEL'
PROPOSED 1500
GALLON SEPTIC
32.37' 32.12 I/"\31.57'
TANK (H— 10 ) GAS
BAFFLE 31.74'
MIN. ( X SLOPE) \.6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (2]) MIN
DEPTH OF FLOW a 4' (--L-% % SLOPE) (-!—% SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION— 11' — SEPTIC TANK
38' D' BOX
2" DOUBLE WASHED PEASTONE
OR GEOTE MLE FABRIC
r73' MAX.
9'
3/4" TO 1 1/2" DOUBLE WASHED STONE
_ LEACHING
FACILITY
29.5'
4"
BOTTOM TH-2 EL. 25.5' 1
LOT 7 ADJ. WATER AT EL. 23.6'
NOTES_
ALLOWED
1. DATUM IS APPROXIMATE NGVD
DESIGN FLOW- 3 BEDROOMS
2. MUNICIPAL WATER IS AVAILABLE
330 GPD
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
-
4. -DESIGN LOADING FOR ALL PRECAST UNITS TO
I E AASHO
H– 10
B
5. PIPE JOINTS TO BE MADE WATERTIGHT.
LS
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
MASS. ENVIRONMENTAL CODE TITLE V.
33.5' 30" 10YR 4/6 33.5'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
URPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC
GPD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
S.F. 1349
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSIOP
OBTAINED FROM BOARD OF HEALTH.
CHAMBERS (ACME
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CA
NG
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO
COMMENCEMENT OF WORK.-
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SH
LL BE
REMOVED 5' BENEATH AND AROUND THE PROPOS
LEACHING FACILITY.
12. ALL TRAFFIC TO BE RESTRICTED UTILIZING LANSCAPE
TIES OR FENCING WITHIN 10' OF PROPOSED LEAC
ANG
FACILITY OR CHAMBERS -ARE TO BE MADE H2O L
AD
BEARING.
11
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT
ALLOWED
ELEV. ELEV.
36.3. 0" V 36:0'
— 0/A/E —
DESIGN FLOW- 3 BEDROOMS
0 110 GPD =
330 GPD
USE A-330 GPD DESIGN FLOW
-
1OYR 3/2
SEPTIC TANK: 330 GPD (2)
= 660
B
USE A 1500 GAL. SEPTIC TANK
LS
LS
LEACHING:
10YR 4/6
33.5' 30" 10YR 4/6 33.5'
SIDES: 2 (25 + 12.83) 2
(.74) = 112
GPD
BOTTOM 25 x 12.83
(.74) = 237
GPD
TOTAL: 472
S.F. 1349
GPD
USE (2) 500 GAL. LEACHING
CHAMBERS (ACME
OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED DATE
, MA
BOARD OF HEALTH
Q � -
A o
LOCUS
Route 6
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 96 PARCEL 39
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL
#250015 0003 C DATED JUNE 17, 1996
TEST t HOLE - LOGS
ENGINEER: DAVIDFLAHERTY, R.S.
WITNESS:. PHIL RENAUD, YBOH
DATE: JANUARY 16, 2007
PERC. RATE < 2 MIN/INCH
CLASS I SOILS- P#
0 "
—
V
ELEV. ELEV.
36.3. 0" V 36:0'
— 0/A/E —
0/A/E
LS
LS
9"
1OYR 3/2
35.5' " 10YR 3/2
6 35.5
B
B
LS
LS
34"
10YR 4/6
33.5' 30" 10YR 4/6 33.5'
C PERC C
MS MCS
2.5Y 6/5 2.5Y 6/5
126" 1 25_8' 126" I 25.5'
NO GROUNDWATER ENCOUNTERED .
'ITLE 5 SITE PLAIN
OF
57 BRUSH -HILL RD.
YARMOUTH_ (PORT), MA
PREPARED FOR
OUR FIRST HOME
DATE: FEBRUARY 9, 2007
REV. DATE: SEPTEMBER 5, 2007
REV. DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
cDle:1 "= 20'
rvlt -if/K �fX tgti �� 1
0- 10 - 20 30 40 50 FEET
Ax
off 508-362-4541
fax 508 362-9880
DANIEL �cycdown cope en gin e erin g, in C.
OJALA
h. 40980 C/ VIL . ENGINEERS
osR�E� P LAND SURVEYORS
I
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street — YARMOUTHPORT, MASS.
1 11 02-2060UR_FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)