HomeMy WebLinkAboutEngineer PlansTOP FNDN. AT EL. 100.9'
SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
100' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
RUN LEVEL
*98.1 t FOR FIIRST 2'
PROPOSED 1500
97,3 GALLON SEPTIC TANK 97.05'
BGAS
FLE 96.57'
DEPTH OF FLOW =
4'
TEE SIZES:
R.S., C.H.O.
INLET DEPTH =
10„
OUTLET DEPTH =
14
(
5 % SLOPE)
FOUNDATION
16' —
96.74
6" CRUSHED STONE OR MECHANICAL COMPACTION
SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
LEGEND
100.0 PROPOSED SPOT ELEVATION
+100.00 EXISTING SPOT ELEVATION
—[100]— PROPOSED CONTOUR
100 EXISTING CONTOUR
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: AMY
VON HONE,
R.S., C.H.O.
DATE: APRIL
10, 2008
m
m m
IN,
PERC. RATE _
< 2 MIN/INCH
C/)m
CLASS 1
SOILS
P#
z
m
13. NO ABUTTING FOUNDATIONS WITHIN 20' OF
ELEV.
1 O
0"
100.0'
A
LS
1OYR 3/2
4„
SEPTIC TANKS 3_30 GPD (2) = 660
B
LS
40"
1 OYR 5/8
96.7'
C
PERC
FMS
2.5Y 7/4
132" 1 1 89.0'
(1.7 % SLOPE)
- 18' —
m :•
96.5'
(-!—% SLOPE)
a
ACCESS COVER TO WITHN 3" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
OR GEOTEXTILE FABRIC
m
m
m
m
11. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
m
m m
IN,
I
SHALL BE
C/)m
LEACHING FACILITY.
z
m
13. NO ABUTTING FOUNDATIONS WITHIN 20' OF
0
c
p
ESSEX WAY
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
3/4" TO 1 1/2" DOUBLE WASHED STONE
LEACHING
FACILITY
I
BENCH MARK: TOP
CORNER BRICK STEP
EL. 100.5' (ASSUMED)
Za :Gb�
\ oN
F
GARAGE
PA WD DR/VE (SLAB)
a
EXIS77NG
3 BR
ODNELLING 15.1
I � Q DECK
� I
0 I o BH
I �
I
` I LOT 33
15,000 S.F.f
.--
Qv I
� I
/4: -
100
3' MAX.
.,
u
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED UNITS TO BE
AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. LOCUS MAP
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOT TO SCALE
5.5' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ASSESSORS MAP 133 PARCEL 10
OBTAINED FROM BOARD OF HEALTH.
LOCUS IS NOT WITHIN APD (ZONE II)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
BOTTOM TH-1 EL. 89.0' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
Scale:1 "= 20'
0 10 20 30 40 50 FEET
NO GROUNDWATER ENCOUNTERED PLANS REFERENCED L.C.P. #23134 B DATED 2/26/1965
N
c
c
BELVEDERE TER.
11. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN
LOCUS
c
I
SHALL BE
C/)m
LEACHING FACILITY.
z
m
13. NO ABUTTING FOUNDATIONS WITHIN 20' OF
0
c
p
ESSEX WAY
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. LOCUS MAP
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOT TO SCALE
5.5' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ASSESSORS MAP 133 PARCEL 10
OBTAINED FROM BOARD OF HEALTH.
LOCUS IS NOT WITHIN APD (ZONE II)
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
BOTTOM TH-1 EL. 89.0' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
Scale:1 "= 20'
0 10 20 30 40 50 FEET
NO GROUNDWATER ENCOUNTERED PLANS REFERENCED L.C.P. #23134 B DATED 2/26/1965
N
c
c
DIN/NG gg
ROOK/
GARAGE
FIRST FLOOR
(BASEMENT UNFINISHED)
BATH
SR 1
BR 3
BR 2
SECOND FLOOR
X NQe�itt oanaarrunent
,APPROVED (NTS
4 S,vB
L.4 l V I V V. 1 LI I ILI\ 1 1 VII.,
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
14 CAMELOT RD.
YARMOUTH PORT, MA
PREPARED FOR
BARBARA LAFFERTY
FLAHERTY ENVIRONMENTAL SERVICES
P.O. BOX 81
YARMOUTH PORT, MA 02675
508-362-1657 7FIE-ALTH
508-362-1590 faxAPRIL 15, 2008 s
Ov. . AIWI 1L 12 ov 8 pts
COMMENCEMENT OF WORK.
11. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
13. NO ABUTTING FOUNDATIONS WITHIN 20' OF
PROPOSED
LEACHING FACILITY.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANKS 3_30 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
FLOOR PLANS
SIDES: 2 (25 + 12.83) (2) (.74) = 112 GPD
-�
BOTTOM: 25 X 12.83 (.74) = 237 GPD
472 S.F. 349 GPD
)TOTAL:
FAM/L Y ROOM
,,�('�
USE (2) 500 GALLON CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
LIVING
ROOK/
DIN/NG gg
ROOK/
GARAGE
FIRST FLOOR
(BASEMENT UNFINISHED)
BATH
SR 1
BR 3
BR 2
SECOND FLOOR
X NQe�itt oanaarrunent
,APPROVED (NTS
4 S,vB
L.4 l V I V V. 1 LI I ILI\ 1 1 VII.,
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
14 CAMELOT RD.
YARMOUTH PORT, MA
PREPARED FOR
BARBARA LAFFERTY
FLAHERTY ENVIRONMENTAL SERVICES
P.O. BOX 81
YARMOUTH PORT, MA 02675
508-362-1657 7FIE-ALTH
508-362-1590 faxAPRIL 15, 2008 s
Ov. . AIWI 1L 12 ov 8 pts