HomeMy WebLinkAbout5057 55 Bayberry Rd Site PlanCVCTCKA GQf1C11 C
(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" VENTPERF.
ALARM AND CONTROL PANEL
2% SLOPE REQUIRED OVER SYSTEM
PORT H-20 CONSTRUCTION.
,
RUNS OVER 2"
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TO BE INSTALLED INSIDE
PROVIDE CHARCOAL FILTER
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-M
10.0
0
ALL WIRING TO CODE.
10.0
AIR WHILE LATERAL FILLS FEMALE
ADAPTOR & THREADED PLUG
MINIMUM
ACCESS COVERS TO
WITHIN 6" OF FIN. GRADE
2"0 THREADED END CONNECTION
5. PIPE JOINTS TO BE MADE WATERTIGHT.
WALKOUT CRAWLSPACE WITH FLOOD VENTS
.75 OF COVER OVER PRECAST
11,0'
SCH 40 PVC
LOWEST ADJACENT GRADE 9.0
SLAB ELEVATION 9.2
`
-
PRECAST H-10
RISERS (TYP.)
I
1 /4ORIFICESED
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
�.
INV. IN 7.88'
2" PRESSURE LINE
10.17'
310 CMR 15.000 (TITLE 5.)
1000 GAL. H-10 P/C
INV. 10.0'
FILL EXISTING BASEMENT
::.
9.3'*
610 GAL.+
SLOPE TO DRAIN BACK
o0
0
0 00 0 0
o� 0�
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
AREA TO ELEVATION 9.2 MIN.
:�.
10" 1500 GAL H-10 14"
FLOAT SWITCH ALARM ON
RESERVE
o0
�o �o o0
o0 0
5
BE USED FOR LOT LINE STAKING OR ANY OTHER
8.17
:' TEE SEPTIC TANK TEE
7.92'
SETTINGS: PUMP ON
0.25" WEEP HOLE --- -- ---_-_-_-_-
-------_sa_-_sue-_-_�_-
PURPOSE.
„
6
CHECK VALVE
2 INVERTS LEVEL AT
10.0
Z
0D)
5" WORKING RANGE
MYERS SRM 4
I
-
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
ounFT TEE W/ExiENSIMI '
•
5"
BOTTOM LEACHING LEVEL AT EL. 9.5
4' LIQ. LEVEL (ACME OR EQUAL).-
PUMP OFF
SUBMERSIBLE 4/10 HP
2" END MANIFOLD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
• O
° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° '
O O O p p p O O p O 0 0 p O p 0 0 0 0
04`
0 0
12"
SYSTEM (OR EQUAL)
PITCH TO DRAIN BACK TO
WITHOUT INSPECTION BY BOARD OF HEALTH AND
R"
.fOppp0p(+�e��r��•��r�°pppppppp00'?n?n�n�7�7�p°p°O
'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PUMP CHAMBER- NO LOW SPOTS.
PERMISSION OBTAINED FROM BOARD OF HEALTH.
THE INSTALLER SHALL VERIFY THE ACCESS
FOR ROUTINE MAINTENANCE MUST BE
OOOOOOOOOOOOOOOOCOOOOOOOOOOOOpOpOC
° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°o°o°pro°o°o°p°o°OO_O°O°O_o'p°o°p°
0
3/4" TO 1 1/2" DOUBLE WASHED
LOCATIONS OF ALL UTILITIES A
STONE �;
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
ND ALL PROVIDED FOR ZABEL FILTER. INSTALLER MUST 6" CRUSHED STONE OR MECHANICAL DIGSAFE 1-888-344-7233 AND VERIFYING THE
BUILDING SEWER OUTLETS AND FOLLOW ALL MANUFACTURER'S SPECIFICATIONS COMPACTION. (15.221 [21) SIDE ELEVATION VIEW LOCATION( OF ALL UNDERGROUND &OVERHEAD UTILITIES LOCUS MAP
ELEVATIONS PRIOR TO INSTALLING ANY FOR PROPER FILTER INSTALLATION LYL ADJ. G.W. EL.= 4.5' PRIOR TO COMMENCEMENT OF WORK.
PORTION OF SEPTIC SYSTEM (2 % SLOPE) ( % SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000 f
REMOVED BENEATH AND 5' AROUND THE PROPOSED
19' SEPTIC TANK 4' PUMP CHAMBER 34' LEACHING ASSESSORS MAP 22 PARCEL 235.1
FOUNDATION FACILITY LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AE (EL. 11) AS SHOWN ON COMMUNITY
13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS PANEL #25001 CO588J DATED 7 /16 /2014
SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
REQUIRED.
z
o BENCHMARK: 2" TO 14. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
v V BOUND DH PUMP PIT _L 15. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
5' REMO AL OF UNSUITABLE S L REQ RED =10.1' NAVD88 2"0 SCH40 PVC MANIFOLD a� DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
AROUND ERIMETER OF LEACH G FA LITY, � o
o DOWN TO UITABLE SOIL LAYER. E ACE FEMALE ADAPTOR & THREADED PLUG BUOYANCY CALCS: 16. ACCESS FOR ROUTINE MAINTENANCE MUST BE
WITH CL ED. SAND, TO ME o SCH 40 PVC PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
SPECIFIC OF 310 CMR .25 (3) H-10 1000 GAL. PC WEIGHS 8200 LBS
� (TYP. BOTH ENDS) PITCH � MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
PITCH .005 Ft/FT MIN. 1.2 x 8.25 x 5.42 X 62.4 = 3348 LBS UP (OK) INSTALLATION.
010 .005 FT/FT MIN.
q, oFL OR T E RAISED r---------------- H-10 1500 GAL. ST WEIGHS 12000 LBS
a ^ �OS'T . FLOOD ESISTANT p I a 0.92' x 10.5 x 5.67 x 62.4 = 3418 LBS UP (OK) SYSTEM DESIGN:
CON TR TI LOW N
ELEVA ON IRED i
TEST HOLE LOGS
n PROVIDE 140' F M LINER AT 5 ^0^ 112 4.00' GARBAGE DISPOSER IS NOT ALLOWED
4 OFF SAS IN AR A S 0 TOP AT Q TH1 k 00 i o
0 S ELEV. 10.17', B TTO AT EL. 1Tt WORK LIMIT NE I ,. _ EXISTING 3 BEDROOM DWELLING ENGINEER: CRAIG J. FERRARI, SE #13871
N
PROPOSED 4 BEDROOM DWELLING WITNESS: JASON GARDINER
F o � SILT FENC 5 1
T p�'/VqR Co `^, �� ^ '- J DESIGN FLOW: 4 BEDROOMS 0110 GPD = 440 GPD
/1 2022
/
DW ry' I - DATE:
10 o USE A 440 GPD DESIGN FLOW
PERC. RATE _ < 2 MIN/INCH
PRQf�'C�SEL(p, I LEACHING FIELD w
AD�jj/ON > SEPTIC TANK: 440 GPD (2) = 880 REQ. CLASS I SOILS
PROPOSED �p I I o I I PUMP CHAMBER: 440 GPD (1) = 440 REQ.
VENT (SEE PRO SHE I _
FINAL PLACEMENT 9 0 _ 13, �� DRILAY USE A 1500 GAL. H-10 SEPTIC TANK
TO BE DETERMINED � � � o i
USE A 1000 GAL. H-10 PUMP CHAMBER 1 ELEV. z ELEV.
AFTER CONSULTATION i C� ^ �' , N
WITH HOMEOWNER 10J x `='8 y _ ^ ( Dw lye LEACHING: 0" 10.0' 0» 10.0'
440 GPD (.74) = 595 SF REQUIRED
A A
C�N��� o PLAN VIEW Ls Ls
fF< o ^ 16.67 X 36 = 600 SF OK
n k4, 0�'G. ` ��w 2�9, h�° 600 SF X .74 = 444 GPD OK 9�, / 10YR 4/6
o PIPING DETAIL 10YR 4 6 9
M FLOOD NT �9' o�
USE A 15 X 40 PRESSURE DOSED PIPE AND B B
9 (TYP) �� D STONE LEACHING FIELD
TYP / 0
/LS / BLS
o, PROP 92 oti \ o �° 1OYR 4/6 „ 1OYR 4/6
20
o 20 8.3 24 8 0 ,
34e 4 ' �9 pa�p,8
k P'
ZONE A I ` G SAP (� 77 Q
(EL. 11) ROOF -DR w 15
a
`g `,gyp I ♦ \\ TYP.). z
r 10
1 p5
ORIFICE SHIELD OS200
0 _
GRP E // ORENCO SYSTEMS INC
pRw 2.0" 0 SCH-40 PVC LATERAL PH. 1-800-348-9843 0Q�
5
/ OR EQUAL.
J 0
UNSUITABLE C C
SOIL
PERC FS FS
2.5Y 7/4 2.5Y 7/4
GROUNDWATER ADJ. DATA:
WELL: MIW-29
ZONE: A V 3.0' 3.0'
ADJUSTMENT: 1.5' (MAY 20, 2022) OBS. GW OBS. GW
p 120" 0.0' 120" 0.0'
W U O 25 50 75 100
o � � WORK MIT IN CAPACITY -GPM
1/4"4 HOLE AT 5' O.C. _ PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP OBS. GW AT 84" EL. 3.0
X SNAP ON
io X__- LOT 29 ALTERNATE BETWEEN TOP SHIELD
& BOTTOM OF PIPE.
o " 16,674 SF±
a EXACT DIAMETER HOLES DRAINAGE SLOTS
g SHOULD BE SHOP DRILLED WITH
5.66 A DRILL PRESS TO ENSURE TITLE 5 SITE PLAN
UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE. OF
0
#55 BAYBERRY RD.
WEST
YARMOUTH, MA
PREPARED FOR
'
CLEANOUT (TYP.) INSPECT/ON PORT VENT
(SEE DETAIL) ALIREZA BIGDELIAZARI
215 CENTRAL FED
KITCHEN BA TH END MANIFOLD DATE: J U N E 6, 2022
BED BED 50' REV: JUNE 30, 2023 (ADDITIONS)
6 e e e 9 REV: AUGUST 1, 2023 (WORK LIMIT LINE)
ics r _
Scale: 1 20
sq J DANIEL \
r� c� w
/4� uA NifEL A. ti� ����i .1 , 0 10 20 30 40 50 FEET
,� '
c> C r1lIL cn a No. 40,1? 0 1 j
LIVING ROOM
N'a.4E3502 1 ofi o`a` off 508-362-4541
BED 2" PRESSURE \ s 5 r
114 ' ORIFICE @ 5' O. C LINE TO c> J , , e �`. „ ,a
c fax 508-362-9880
2 ,a PVC LATERAL �S" , " downcope.com SEE DETAIL (TYP.) LEACHING 'iO. w rt w I
®4 0.0
�R�n�.
down co00e eagift-Win8, ifc.
PLAN VIEW civil engineers
LCD �ii�
land surveyors
FLOOR PLAN LEACHING DETAIL I , 939 Main Street (Rte 6A)
DCE>09 - 22(N.T.S) (N. T. S DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 CJF
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