HomeMy WebLinkAboutEngineer Plan / Floor PlanSYSTEM PROFILE
LEGEND
- 99 -
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2YYY
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
WALKOUT CRAWLSPACE WITH FLOOD VENTS .
LOWEST ADJACENT GRADE 9.0
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
NOTES
PROVIDE INSPEC ORT TO GRADE
ALL SYSTEM GOMPONENTS SHALL BE T10N P
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 EXIS71NG
LEBARON LA910 CAST IRON ACCESS 4" VENT, PERF.
''i SLOPE REQUIRED OVER SYSTEM PORT H-20 CONSTRUCTION. „
ALARM AND CONTROL PANEL RUNS OVER 2 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
TO BE INSTALLED INSIDE PROVIDE CHARCOAL FILTER
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE BUILDING. ALARM TO BE ON DRILL LAST HOLE IN EACH AND INSECT SCREEN 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TOF = 12.1 SEPARATE CIRCUIT FROM PUMP PROVIDE QUICK DISCONNECT/BALL VALVE ',`OR PUMP LATERAL ON TOP TO VENT TO BE AASHO H-10
LALL WIRING TO CODE. AIR WHILE LATERAL FILLS FEMALE ADAPTOR & THREADED PLUG
10.0 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 10.0 2"0 THREADED END CONNECTION 5. PIPE JOINTS TO BE MADE WATERTIGHT.
MINIMUM .75 OF COVER OVER PRECAST 11 0' SCH 40 PVC
PRECAST H-10
RISERS (TYP.)
2.0
KILL LANIINU I3AbLMLNI
AREA TO ELEVATION 9.2 MIN. 10" 1500 GAL H-10 14"
8.17' TEE SEPTIC TANK TEE
ZABE1 RVER
OUTLET TEE W/ExiEAISIOM
4' LIQ. LEVEL (ACME OR EQUAL) ,
J°O O O O O O O O O O O O O O O O O i
• 0060 O O O O O O o 0 0 0 0 0 0 0 0 0 0 0
00000,0000000000000000000000000000000000t
n10n0„0.�_n_n_n.n n o 0 0 0 n.n_n_n_n_0_c
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
INV. IN 7.88'
1/4" SHIELDED
ORIFICES
10.17'
310 CMR 15.000 (TITLE 5.)
1000 GAL. H-10 P C
/
2PRESSURE LINE99�1
"
IfiV. 10.0'
610 GAL.+
SLOPE TO DRAIN BACK
o0 0 0o
dodo 0 Of
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
FLOAT SWITCH ALARM ON
RESERVE
0
oo oo
00
oo�_ o�sz-_-oQ of
BE USED FOR LOT LINE STAKING OR ANY OTHER
SETTINGS:
0.25" WEEP HOLE
_moo
-- _ __ _ _
- -__ -- - 5'
PURPOSE.
PUMP ON
CHECK VALVE
2" INVERTS LEVEL AT 10.0 W
5" WORKING RANGE
6
z
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
-----
MYERS SRM 4
BOTTOM
LEACHING LEVEL AT EL. 9.5'
5" _
SUBMERSIBLE 4/10 HP
2" END MANIFOLD
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
PUMP OFF
12"
SYSTEM (OR EQUAL)
PITCH TO DRAIN BACK TO
WITHOUT INSPECTION BY BOARD OF HEALTH AND
0 0 0 0 0 0 0 o O o 0 0 0 0 0 o
0 0 0 0 0 0 0 0 co 0 0 0 00 00 00 00
0 0 0 0 0 0 0
0
PUMP CHAMBER- NO LOW
SPOTS.
PERMISSION OBTAINED FROM BOARD OF HEALTH.
000000000000o0o0co0o00 . OOOOOOOOc O I L
0 0 0 0 0 0 0 o cO o 0 0 0 0 o O c
ACCESS FOR ROUTINE MAINTENANCE MUST BE o o O o o O O 0"0 0 0 0 0 0 0 0 3/4" TO 1 1/2" DOUBLE WASHED STONE Ui 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
PROVIDED FOR ZABEL FILTER. INSTALLER MUST 6" CRUSHED STONE OR MECHANICAL DIGSAFE (1-888-344-7233) AND VERIFYING THE
FOLLOW ALL MANUFACTURER'S SPECIFICATIONS I SIDE ELEVATION VIEWOCUS MAP
FOR PROPER FILTER INSTALLATION coMPacTION. (15.221 [2]) - LOCATION OF AlALL UNDERGROUND &OVERHEAD UTILITIES
( 2 SLOPE) (1X SLOPE)
19' A
FOUNDATION SEPTIC TANK
PUMP CHAMBER
o \ BENCHMARK:
BOUND DH
\ =10.1, NAVD88
AROUND AREMOYLREER METERSOFALEACH G FAQ CY Q p
o DOWN TO UITABLE SOIL LAYER. E, \' FEMALE ADAPTOR & THREADED PLUG
WITH CL ED. SAND, TO ME o SCH 40 PVC
SPECIFICATI{) OF 310 CMR .25 (3) ti (� (TYP. BOTH ENDS)
�10 (0'cl,, EST FL OR T E RAISED r-----------------
-0 FLOOD ESISTANT
1 U CONtTRUOTI LOW Q I
ELEVATTfION RED s
PROVIDE 140' F M LINER AT 5 '� 772
OFF SAS IN AR A S 0 TOP AT 1 J TH 1 �0
./ I
ELEV. 10.17'. 131�1170 AT EL 17't I 'I" WORK LIMIT _LINE
9 SILT FENCE'
O
Co �I DWG �; a Q
\ I
AD&TI-ON ,
PROPOSED 7 Q�9• \ �� I o
VENT (SEE PROPLIE-- SHE
FINAL PLACEMENT g O _ 73� • DRIE4AY cn
TO BE DETERMINED �� I
AFTER CONSULTATION CO N
WITH HOMEOWNER 1pJ �$ �_ _ ,� ( DW
a �o eta 4�o Sri
~ J
V %0
a
-_LOED Q
M FLOOD/GENT �' 4� o
(TYP) l
5i 0y" \
o �s• OP 9 2 oy 1 � Nrc> � �°
34 4, P P PGA
no � •
DICE ##22- > 09
x ZONE AE I ` S P� �(� 2 77 a
(EL. I I) �
ROOF DR \
GRRjvE 4r
� � 1
Diu Iv °j 1
W f
o G
� x
O O
FLOOR PLAN
(N.T.S)
WORK,44MIT LIN.E��
x` LOT 29
16,674 SF±
0
0
0
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.
CLEANOUT (TYR) VENT
INSPECT/ON PORT
(SEE DETAIL)
34'
LEACHING
FACILITY
z_
2" TO M
PUMP PIT
\• z�
2" 0 SCH40 PVC MANIFOLD
a
PITCH PITCH
---.005 FT/FT MIN ---------------1---- .005 FT/FT MIN.
4.(0' o
W
0
n
48
LEACHING FIELD w
PLAN VIEW
PIPING ETAIL
2.0" 0 SCH-40 PVC LATERAL
SNAP -ON l C
SHIELD \
DRAIINAGE SLOTS
5.0,
_ O <
114 " ORIFICE 0 5' O. C 2'0 PVG LATERAL
SEE DETAIL (TYP.)
® 4' O.0
PLAN VIEW
LEACHING DETAIL.
(N. T. S)
ORIFICE SHIELD OS200
ORENCO SYSTEMS INC
PH. 1-800-348-9843
OR EQUAL.
- 219 CENTRAL FED
END MANIFOLD
2" PRESSURE
LINE TO
LEACHIMG
ADJ. G.W. EL.= 4.5'
PRIOR TO COMMENCEMENT OF WORK.
_
��
SCALE 1 =2000 f
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
ASSESSORS MAP 22 PARCEL 235.1
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.
14. FLOOD RESISTANT FOUNDA11ON DESIGN BY OTHERS.
15. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
BUOYANCY CALLS:
16. ACCESS FOR ROUTINE MAINTENANCE MUST BE
H-10 1000 GAL. PC WEIGHS 8200 LBS
PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
1.2' x 8.25 x 5.42 X 62.4 = 3348 LBS UP (OK)
INSTALLATION.
1500 GAL.WEIGHS00 LBS
0.92' x iO.5x5.67
62.4 120 418 LBS UP (OK)
SYSTEM DESIGN.
TEST HOLE LOGS
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
13871 SE , ERRARI
ENGINEER: CRAIG J. F#
PROPOSED 4 BEDROOM DWELLING
WITNESS: JASON GARDINER
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
DATE: 5/11/2022
USE A 440 GPD DESIGN FLOW
PERC. RATE _ < 2 MIN/INCH
SEPTIC TANK: 440 GPD (2) = 880 REQ.
CLASS SOILS
PUMP CHAMBER: 440 GPD (1) = 440 REQ.
USE A 1500 GAL. H-10 SEPTIC TANK
USE A 1000 GAL. H-10 PUMP CHAMBER
ELEV. ELEV.
LEACHING:
0" 10.0' p" 10.0'
440 GPD (.74) = 595 SF REQUIRED
? A
�LS
16.67' X 36' = 600 SF OK
/LS
600 SF X .7-, _ :t4A. GPD Off.
/� n�1r1 in
9„ 1 CYR 4/6 � � v � ;, 4� 6/
�„
USE A 15' X 40' PRESSURE DOSED PIPE AND
B B
STONE LEACHING FIELD
20
W15
z
0
Ld 10
Q
r
0
I- 5
0
25 50 75 100
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
RECEIVF_D
So 21 Z0
HEpLrH DIEPT.
Yarmouth Health Department
Z"PROVED
UNSUITABLE
SOIL
GROUNDWATER ADJ. DATA:
WELL: MIW-29
ZONE: A
ADJUSTMENT: 1.5'
(MAY 20, 2022)
�LS
20„ 1 OYR 4/6 8 3'
24"
C
FS
2.5Y 7/4
120"
3.0'
OBS. GW
0.0' 120"
OBS. GW AT 84" EL. 3.0
3.0'
0.0'
I
1 I I 5 ZS I T
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A
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m
#55 BAYBERRY RD.
WEST YARMOUTH, MA
PREPARED FOR
ALIREZA BIGDELIAZARI
DATE: JUNE 6, 2022
REV: JUNE 30, 2023 (ADDITIONS)
REV: AUGUST 1, 2023 (WORK LIMIT LINE)
CH OF 1, Scale:1 "= 20'
�i OF lyf.4 ,�fe L
SS9c :-` / JANIEL
s° DANIIELA. I� I OJALA cJl G 0 0 30 40 50 FEET
OlAIA
CIVIL ! No 40,980P
No. 46502 I °F or' off 508-362-4541
) ��� ass 2 I fax 508-362-9880
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LCOland surveyors
939 Main Street ( R to 5A)
DATE DANIEL A. OJAI A, P.E., P.L.S. YAPMOIJT14POPT MA 17_2675
CJF
22-109 BIGDELIAZARI.DWG