HomeMy WebLinkAbout96.38 - Title 5 Site Plan (Copy 2)LEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
100
ELEV. 23.6'
PROPOSED CONTOUR
7)
5. PIPE JOINTS TO BE MADE WATERTIGHT.
100
EXISTING CONTOUR
-
W
PROPOSED WATER
02-206 (LOT 4)
TOP FNDN. AT EL. 35.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3' OF FIN. GRADE
ACCESS (AVER (WATERTIGHT) TO
31.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6- OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
v RUN PIPE LEVEL
32.5' n /—FOR FIRST 2'
PROPOSEnSEPnCL32
{//
GALLON32.3TANK (HAFFLE 32.03' �� 31.86
(--=2% SLOPE) \._6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW `I (—LX X SLOPE) 0—% SLOPE)
TEE SIZES:
INLET DEPTH = .�—
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK 2'
D' BOX
2" DOUBLE WASHED
OR GEOTEXTILE
3/4" TO 1 1/2" DOUBLE WASHED STONE
13' LEACHING
FACILITY
Scale:1 "= 20'
0 10 20 30 40 50 FEET
3' MAX.
7.55' 16.15'
BOTTOM TH-2
EL. 22.2'
2. MUNICIPAL WATER IS AVAILABLE
1
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ADJ. GROUNDWATER
ELEV. 23.6'
(LOT
7)
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
MASS. ENVIRONMENTAL CODE TITLE V.
GPD
7. THIS PLAN IS FOR PROPOSED WORK ONLY ANDNOT
TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
13POSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
mmm
9. COMPONENTS NOT TO BE BACKFILLED OR CONC
AILED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
•
•
•
•
DIGSAFE (1-888-344-7233) AND VERIFYING THE
'OCATION
3/4" TO 1 1/2" DOUBLE WASHED STONE
13' LEACHING
FACILITY
Scale:1 "= 20'
0 10 20 30 40 50 FEET
3' MAX.
7.55' 16.15'
BOTTOM TH-2
EL. 22.2'
2. MUNICIPAL WATER IS AVAILABLE
1
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ADJ. GROUNDWATER
ELEV. 23.6'
(LOT
7)
NOTES
1. DATUM IS APPROXIMATE NGVD
0"
2. MUNICIPAL WATER IS AVAILABLE
= 330 GPD
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ELEV.
33:2'
4. DESIGN LOADING FOR ALL PRECASTUNITS-TOAASHO
0/A/E
H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH
MASS. ENVIRONMENTAL CODE TITLE V.
GPD
7. THIS PLAN IS FOR PROPOSED WORK ONLY ANDNOT
TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
13POSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
32:9' 10..
9. COMPONENTS NOT TO BE BACKFILLED OR CONC
AILED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH.
LING
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CA
DIGSAFE (1-888-344-7233) AND VERIFYING THE
'OCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRI
R TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTEREDSH
LL BE
REMOVED 5' BENEATH AND AROUND THE PROPOS
b
LEACHING FACILITY.
30:2 '
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
0"
DESIGN FLOW. 3 BEDROOMS ® 110 GPD
= 330 GPD
USE A 330 GPD DESIGN FLOW
ELEV.
33:2'
SEPTIC TANK: 330 GPD (2) = 660
0/A/E
USE A 1500 GAL, SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112
GPD
BOTTOM 25 x 12.83 (.74) = 237
GPD
TOTAL: 472 S.F. 349
GPD
USE -(2)-500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 4' STONE ALL AROUND
32:9' 10..
APPROVED DATE
, MA
BOARD OF HEALTH
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#
-11-L110-1
DATE
OF
51- BRUSH- HILL RD.:
FARMOUTH (PORT), MA
PREPARED FOR I
OUR- FIRST HOME
DATE: FEBRUARY 16, 2007
REV. DATE: SEPTEMBER 5, 2007
REV. DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
LTz9_ off 508-362-4541
fax 508 362-9880 a�
down cape en gin eerin g, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
02-206OUR—FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)
0"
n
'V
ELEV.
33.4' 0"
V
ELEV.
33:2'
0/A/E
0/A/E
LS
LS.
6"
1OYR 4/1
32:9' 10..
1OYR 4/1
32.4'
B
B
LS
LS
28"
1OYR 4/6
31-l' 36"
1OYR 4/6
30:2 '
C
C
MS .
MS
2.5Y 6/5
2.5Y 6/5
23.6'_
23.6'
ADJ. G.W
_
ADJ._G.W
126"
22.9,. .132"
22.2'
NO GROUNDWATER
ENCOUNTERED
-11-L110-1
DATE
OF
51- BRUSH- HILL RD.:
FARMOUTH (PORT), MA
PREPARED FOR I
OUR- FIRST HOME
DATE: FEBRUARY 16, 2007
REV. DATE: SEPTEMBER 5, 2007
REV. DATE: SEPTEMBER 24, 2007 (BLDG ENVELOPE)
LTz9_ off 508-362-4541
fax 508 362-9880 a�
down cape en gin eerin g, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
02-206OUR—FIRSTHOME TOPO LOTS 4-7.9,10.DWG (DDF)