HomeMy WebLinkAboutSite planLEGEND
- 99 ----
EXISTING CONTOUR
X 99. 1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2%
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM PROFILE
(NOT TO SCALE)
NOTES
ALL SYSTEM COMPONENTS SHALL BE
PROVIDE INSPECTION PORT TO GRADE
"'-
MARKED WITH MAGNETIC TAPE OR
4" SCH40 PERFORATED PVC DOWN TO
1. DATUM IS NAVD 88
COMPARABLE MEANS FOR FUTURE LOCATION.
SAND AT BOTTOM LEACHING FIELD,
PROVIDE 4" THREADED COVER AND
2. MUNICIPAL WATER IS EXISTING
LEBARON LA910 CAST IRON ACCESS
4" VENT, PERE
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE /
2% SLOPE REQUIRED OVER SYSTEM
PORT H-20 CONSTRUCTION.
RUNS OVER 2"
PROVIDE CHARCOAL FILTER
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PROPOSED TOF
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
= 12.1
BUILDING. ALARM TO BE ON
DRILL LAST HOLE IN EACH
AND INSECT SCREEN
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
SEPARATE CIRCUIT FROM PUMP PROVIDE QUICK DISCONNECT BALL VALVE FOR PUMP
/
LATERAL ON TOP TO VENT
TO BE AASHO H-10
ALL WIRING TO CODE.
10.0
AIR WHILE LATERAL FILLS FEMALE ADAPTOR & THREADED PLUG
WALKOUT CRAWLSPACE WITH FLOOD VENTS
MINIMUM .75 OF OVER OVER PRECAST
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2"0 THREADED END CONNECTION
5. PIPE JOINTS TO BE MADE WATERTIGHT.
11.0'
SCH 40 PVC
LOWEST ADJACENT GRADE 9.0
SLAB ELEVATION 9.2 .. -
PRECAST H-10 j
RISERS (TYP.)
INV. IN 7.88'1/4
SHIELDED
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2g
2" PRESSURE LINE
ORIFICES 10.17'
310 CMR 15.000 (TITLE 5.)
1000 GAL. H-10 P/C
INV. 10.0'
---
:5'T$,17'
FILL EXISTING BASEMENT :.
9.3'*
610 GAL.+
SLOPE TO DRAIN BACK 00
0
009 000 o
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
AREA TO ELEVATION 9.2 MIN.
10" 1500 GAL H-10 14" :�
ALARM ON
FLOAT SWITCH RESERVE
00
o
00 000 o>�-----
0 0 00�
�-
00 0
J
BE USED FOR LOT LINE STAKING OR ANY OTHER
TEE SEPTIC TANK TEE 7 92,SETTINGS:
PUMP ON
0.25WEEP HOLE --- -- -
---------- -----� -PURPOSE.
"mmL��i°�5"
6'
CHECK VALVE
2" INVERTS LEVEL AT
10.0 UJI
WORKING RANGE
MYERS SRM 4
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
WTLU 1g W/Dabom ':
5„
BOTTOM LEACHING LEVEL AT EL. 9.5'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
;;,•:'. : 4 UQ. LEVEL (ACME OR EQUAL) :; PUMP OFF
SUBMERSIBLE 4/10 HP
12" SYSTEM (OR EQUAL)
2" END MANIFOLD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
°0O°°O°U°0O°G°C°C°C°°O°°O�CO
PITCH TO DRAIN BACK TO
WITHOUT INSPECTION BY BOARD OF HEALTH AND
O°O°O°O°O°O°O°O°O°OO.
°°00000�00000°000°o°�o�o c o_,o,c000°.
'
0 0 0 0 ° ° ° o o ° ° ° ° o 0 o
c°c°c°o°o°o°o°o°c000cocOc°c°o°coc°c
PUMP CHAMBER- NO LOW SPOTS.
PERMISSION OBTAINED FROM BOARD OF HEALTH.
ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST
00000000 00000000
°o°o°o°oho°o°o°o�°o°o°o°o°o°o°oho°
3/4" TO1 1/2" DOUBLE WASHED STONE
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
FOLLOW ALL MANUFACTURER'S SPECIFICATIONS 6" CRUSHED STONE OR MECHANICAL
}
DIGSAFE (1-888-344-7233) AND VERIFYING THE
COMPACTION. (15.221 [2])
I
SIDE ELEVATION VIEW
LOCATION
FOR PROPER FILTER INSTALLATION
(2 % SLOPE) (� SLOPE)
FOUNDATION 19' SEPTIC TANK 4'
o \ j
5' REMOVAL OF UNSUITABLE SQL REQWRE1
AROUND PERIMETER OF LEACHINV,G FAOLITY,
o DOWN TO SUITABLE SOIL LAYER.,. EPLACE
WITH CL �. �vIED. SAND, TO MEET -
SPECIFICA76Ns OF 310 CMR .2 (3)
All
If
PROVIDE 140' 'OF
cy OFF SAS IN AREJ
ELEV. 10.17', BO'
PROPOSED J
VENT (SEE PRORLI'F
FINAL PLACEMENT -,
TO BE DETERMINED
AFTER CONSULTATION
WITH HOMEOWNER
DICE #22-109
_ LINER AT
0. TOP AT
T EC $,17't
CD
PUMP CHAMBER
BENCHMARK:
BOUND DH
i L_f
=10.1' NAVD88
o
FEMALE ADAPTOR & THREADED
SCH 40 PVC
PLUG
J i
(TYP. BOTH ENDS)
FLOOR TO`BE RAISED
p• FOS11,2-.1-- `-.
r
FLOOD RESISTANT �
CONSTRI}CTIO'4 BtLOW
.12
!
ELEVAl1ON R` Z41RED
, J
72
TH 1
'I- WORK LIMIT NE
SILT FENC
1,
J'
�
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I
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Q
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10
DW
OF
\ Q�
4
.91
C FLOOD VENDT L9 I
o� (TYP)
1
_Qo 9? oti 1
4 PFL�� aj r •2
ZONE A ('I G 5�P (� >7 \
d
ROOF DR*WELL
TYR)•
oP0SE �-D+er � o•
PRI.
o>'
i / + �_ _ ,,j 1
W
�/ o / WORK MIT LIN�,
14 / �`VIT fENGE
j
o " "� LOT 29 _.
co
16,674 SF±
95.66
FLOOR PLAN
(N.T.S)
1 /4" 0 HOLE AT 5' O.C.
ALTERNATE BETWEEN TOP
& BOTTOM OF PIPE.
EXACT DIAMETER HOLES
SHOULD BE SHOP DRILLED WITH
A DRILL PRESS TO ENSURE
UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE.
34'
LEACHING
FACILITY
_z
2" TO m
PUMP PIT
2" 0 SCH40 PVC MANIFOLD
0
0
PITCH PITCH
---.005 FT/FT MIN-------------- - - - .005 FT/FT MIN.
4.00'
..
U)
n�
U
0
LEACHING FIELD w
U
L�
0
0
PLAN VIEW
PIPING DETAIL
2.0" 0 SCH-40 PVC LATERAL
SNAP -ON l
SHIELD \
DRAINAGE SLOTS
ORIFICE SHIELD OS200
ORENCO SYSTEMS INC
PH. 1-800-348-9843
OR EQUAL.
ADJ.
G.W. EL.= 4.5'
BUOYANCY CALCS:
H-10
1000 GAL. PC
WEIGHS
8200 LBS
1.2' x
8.25 x 5.42 X 62.4 =
3348 LBS UP (OK)
H-10
1500 GAL. ST
WEIGHS
12000 LBS
0.92'
x 10.5 x 5.67
x 62.4
= 3418 LBS UP (OK)
20
w 15
w
LL
z
0
w ,o
J
0
F- 5
0
OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
REQUIRED.
14. FLOOD RESISTANT FOUNDA11ON DESIGN BY OTHERS.
15. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
16. ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
INSTALLATION.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 4_40_ GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880--REQ.
PUMP CHAMBER: 440 GPD (1) = 440 REQ.
USE A 1500 GAL. H-10 SEPTIC TANK
USE A 1000 GAL. H-10 PUMP CHAMBER
LEACHING:
440 GPD (.74) = 595 SF REQUIRED
16.67' X 36' = 600 SF OK
600 SF X .74 = 444 GPD OK
USE A 15' X 40' PRESSURE DOSED PIPE AND
STONE LEACHING FIELD
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
UNSUITABLE
SOIL
GROUNDWATER ADJ. DATA:
WELL: MIW-29
ZONE: A
ADJUSTMENT: 1.5'
(MAY 20, 2022)
Route
c 0e,
o °c
0 �
0 �e QiijeS,
Q
LOCUS o
Lewis
Bay
Rodeo
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 22 PARCEL 235.1
LOCUS IS WITHIN FEMA FLOOD ZONE
AE (EL. 11) AS SHOWN ON COMMUNITY
PANEL #25001 CO588J DATED 7/16/2014
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: JASON GARDINER
DATE:- 5/11/2022
PERC. RATE _ < 2 MIN/INCH
CLASS _I- _ SOILS
ELEV. ELEV.
opt4 10.0' 0" �' 10.0'
A
,LS
1OYR 4/6'
9" /iiii/
Bj
/LS
1OYR 4/6
20' i 8.3'
C
FS
2.5Y 7/4
A
/LS
10YR 4/6
9"
B
LS
1OYR 4/6
24" 8.0'
C
FS
2.5Y 7/4
3. 0' 3. 0'
OBS. GW OBS. GW
120" 0.0' 120" 1 1 0.0'
OBS. GW AT 84" EL. 3.0
ITLE 5 j
E "LA N
OF
#55 BAYBERRY RD.
WEST YARMOUTH, MA
PREPARED FOR
CLEANOUT(TYP.) INSPECTION PORT VENT ALIREZA BIGDELIAZARI(SEE DETAIL) 2';0 CENTRAL FED
- END MANIFOLD DATE: JUNE 6, 2022
5. 0' REV: JUNE 30, 2023 (ADDITIONS)
E-
REV: AUGUST 1, 2023 (WORK LIMIT LINE)
Fa'AsScale:1 "= 20'
., o < ����`SfiOFrdASs o�DANlEL 9y� -
DANIELA. cyN �JALA
�' v ZC, a 50 FEET
ALA
OCIVIL o No. 40980
o N0.46502 boo or off 508-362-4541
2" PRESSURE p p Fss�
1/4" ORIFICE � 5' O.0 2.0 PAC LATERAL LINE TO °�FFc/sr, goo w`` qSURNJEvo� fax 508-362-9880
SEE DETAIL (TYP.) ® 4' 0.0 LEACHING ssIONAL � . downcape.com
down cope engineering, inc.
PLAN VIEW civil engineers
LCD _ _ 2 land surveyors
LEACHING DETAIL
/ 939 Main Street ( Rte 5A)
(N. T. S
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 CJF
22-109 BIGDELIAZARLDWG