HomeMy WebLinkAbout112.46 - Title 5 Site PlanSYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
X s9 EXIST. SPOT ELEV..
9s PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 110 GPD
U
198-4] PROPOSED. SPOT EL USE A 330 GPD DESIGN FLOW
-
THI SEPTIC TANK: 330 GPD (2)= 660
�} TEST HOLE -
Y USE A 1500 GAL. H-10 SEPTIC TANK
2> SLOPE OF GROUND
USE A 1000 GAL. H-10 PUMP CHAMBER
UTILITY POLE
y4 FIRE HYDRANT LEACHING:
NOTE: NOT ALLSrMBOLs wr APPEAR w DRAWNc (9) CULTEC C4 UNITS IN FIELD CONFIGURATION
OF 3 ROWS OF 3 UNITS, FOR TOTAL OF 72
LINEAL FEET. 72 L.F. x 6.7 SF/LF = 482.4 SF x
0.74 = 356.9 GPD.
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM MA
APPROVED DATE BOARD OF HEALTH
NOTE: INVERT INTO EXIST. CESSPOOL
ELEVATION 44.9'
BUOYANCY CALCS:
1000 GAL. H-10 SEPTIC TANK WGT: 8240 LBSf 3,35.09
3.2 x 8.5 x 4.83 x 62.4 - 8197 LBS DOWN (OK)
1500 GAL. H-10 ST WGL•11480 LBS. /
2.8 x 10.5 x 5.67 x 62.4 - 10,401 LBS DOWN (OK) // Q
/ 33
735.49 �.
10-.005
n
SYSTEM PROFILE MARKED WITH MAGN€TICTTAPSHALL
E OR ®E NOTES
ES
PROVIDE WATERTIGHT MIN, 20" DIAM.
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
-
ACCESS COVERS TO W1T}RN 6" OF FIN. GRADE - - 1. DATUM IS APPROX. NGVD
TOP FOUND, EL. 49.25' - - 2. MUNICIPAL WATER IS EXISTING
\ 1 46.0' PROVIDE INSPECTION PORTS TO
MINIMUM .75' OFC R OVER PRECAST 48 - 48.5 3. MINIMUM PIPE PITCH
2E SLOPE REQUIRED OVER SYSTEM WITHIN 3" OF FINISH GRADE � TO BE 1/8' PER FOOT.
PRECAST H-10 PROP. TEE 4. DESGN LOADING FOR ALL PROPOSED PRECAST UNITS
R2I0 (T+�•) 4"RSCH40 PVC TO BE AASHO H -LQ
-- - PIPES LEVEL 1ST 2' - CULTEC #410 GEOSYNTHETIC a Z" FILTER FABRIC COVER
5. PIPE JOINTS TO BE MADE WATERTIGHT.
`
OVER UNITS
* O" 1300 GAL H-10 14' �_� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
44.0 TEESEPTIC TAW TEE 43.75' -- a7.0' 310 ,&R 15.000 (TITLE 5.)
4' U0. LEVEL - i oms��e�a�eajei
ACME OR EQUAL GAS BAFFLE �[ / em!i!i!i?:!CC:.•i! 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
TUF-TITS EF -4 46.55'BE USED
WATERPROOF/WATERTIGHT EFFLU€NT FILTER w .46.75' / 46-5 025, PURPOSE. LOT LINE STAKING OR ANY OTHER
EOU
0 0 0 0 0 0 0 0 0 0 o c 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
0 0 0 0 0 0 0 0 0 0 0 0 j,
46.3'
0 0 0 0 0 0 0 0 0 0 o c
o„o„o„o„o„o„O„oo„o„o, WATER TEST D'SOX FOR LEVELNESS CULTEC C4 UNITS (9 TOTAL) 9. COMIONENTS NOT TO BE BACKFILLED OR CONCEALED
1L __ 6" 'CRUSHED STONE OR M€CWWICAL OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 12' WITHOUT INSPECTION BY BOARD OF HEALTH AND
COMPACTION. (15.221 [2]) PERUIS;ION OBTAINED FROM BOARD OF HEALTH.
(NO STONE PROPOSED) -
10. COMTRACTOR SHALL BE RESPONSIBLE FOR CALLING
PROVIDE SPLASH PADS 4.0' DIGSAF[ ( 1 )
AND VERIFYING THE
MIN. BELOW PIPING LOCATIONOFALL& OVERHEAD UTILITIES
(2-X SLOPE) ( x SLOPE) - (-!-X SLOPE) PRIOR '0 COMMENCEMENT OF WORK.
11. O'N UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
USE (PERCHED) G -W AT EL A2. �_,
5' REMOVLJ 5' BENEATH AND AROUND THE PROPOSED
46' C i0X 5'
FOUNDATION 11' SEPTIC TANK PUMP LEACHING LEACHING FACILITY.
CHAMBER FACILITY 12. E:XCTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVE) OR PUMPED AND FILLED HATH CLEAN SAND.
13. INS-ALLER TO DETERMINE IF ELECTRICAL SYSTEM
ADEQUATE FOR PROPOSED PUMP INSTALLATION (MUST BE
UPGRADED IF NOT ADEQUATE),
14. ELEiTRICAL PERMIT REQUIRED FOR PUMP
INSTALLATION
ALARM AND CONTROL PANEL PR>V1DE QUICK DISCONNECT r
x „ 5 TO K INSTALLED INSIDE -
,1 1UILDING- ALARM TO BE ON IN 3C DISCHARGE LINE �� �
SEPARATE CIRCUIT FROM PUMP ���'''!!!
_ I IN 4
i - 1000 GALL+ S If SL PTRE LINE500 TEST HOLE LOGS
FLOAT SWITCH ALARM ON RESERVE+ SLOPEE To O DRAIN BACK TO PC
SETTINGS: PUMP ON CHECK VALVE HOLE
VE
j 2 4" WORKING RANGE 5 M'.ERS SRM 4 ENGINEER: ARNE H. OJALA, PE, SE
oO� I 4"
SSUBAERSIBLEYSTEM (OR E4/10 HP PUMP AMY VON HONE, RS
PUMP OFF 12 WITNESS:
DATE: 1/28/10
PUMP CHAMBER PERC. RATE _ < 2 MIN/INCH (SIEVE)
i 1
(NOT TO SCALE) I
WATERPROOF/WATERTIGHT CLASS SOILS
I
NOT TO SCALE
ASSESSORS MAP 112 PARCEL 46
VARIANCE REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE:
15.405 1h: REDUCTION IN SEPARATION TO (PERCHED)
G -W (5' TO 4')
/A6' / 24,5 0 SFt
1xa� 3' CAUTION: OVERHEAD WIRES IN AREA OF PROPOSED
EXCAVATION WORK
-C]i raE y5
+ BALD
i
EE 5S CC
49 I BENCHMARK
6 DXWELUNG CELLAR 3Ci CDR BRICK PATIO
r ELEV. - 49.0'
se TOP FNDN.
-
ELEV. = 49.25' Gn r
x\49 25 �-
c -
\
CRA YIL 1`1\�`�ru'-,�.5=' / k PROP. VENT WITH CHARCOAL FILTER
AND DUGSCREEN (FINAL PLACtMENT BY
CONTRACTOR WITH HOMEOWNER
CONSULTATION)
\ \, CRAWL.
6 - 5' REMOVAL OF UNSUITABLE SOIL REWIRED
AROUND PERNIETER OF LEACHING FACILITY,
t � DOW4' TO SUITABLE SOIL LAYER. REPLACE
WTH CLEAN MED. SAND, TO MEET
`v _ ! SPECIFICATIONS OF 310 CMR 15.255(3)
1 @ H
G PROODE APPROX. 75' OF 40 MIL LINER AT 5' OFF SAS
may%
,� O IN AREA SHOWN. TOP AT ELEV. 46, BOTTOM AT EL. 42'1
A V 1
4-
-4
_ q 4 br CESSP>Sell�
NOTE: RECENT WATERLINE INSTALLED
IN PLACE OF BROKEN LINE; CONFIRM
LOCATION AND SLEEVE SEWER LINE
)S$4 t '" FOR 10' EITHER SIDE OF CROSSING.
A
- (FAILED)
PROVIDE MMI. 10' BETWEEN PROPOSED SAS AND WATERLINE
i i W
-�a Q �' pK .F I NOTE: SEPTI; SYSTEM IS NOT DESIGNED FOR VEHICLE
I Q 3 LOADWG
83 0
Ills \ _�
I
C44 * =
PROPOSED SAS
(9) CULTEC C4 UNITS (NO STONE)
SCALE: 1" = 20'
4
ELEV.
ELEV.
0" (FAILED)
44.2' 0"
4
47 3'
14"
30"
.,L.1 f.,r Hl P.111 UI 51.1'Ill 51 �IHAl 60"
,lu. lu Jlal 1 I ... if scPUc .anellc, S.
..I Il. altli n u .,I appn.�:J 1, I.yuu ul I I
lulu,. aJ.l ilk .uu.a lulual .call..... lu
1 .0 un.0 th IL. 111 Depai lmr 1.1
tv/eAITI VED
1 2"
D
A
SL
B
SL
C1
PERCHED H2O
Si LOAM
SL
iulrc 3/Z
12"
B
LS
1OYR 5/6
30" 44.8'
SIEVE C
39.2'
60" PERCHED H2O 42.3'
LS
2.5Y 5/4
28.2' 120" 37.3'
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DATE DANIEL A, OJALA, P.E., P.L.S.
TITLE 5 SITEtro-o"LAN
OF
23 WILLOW STREET
YARMOUTH PORT
PREPARED FOR
CAPEWIDE ENTERPRISES
FEBRUARY 1, 2010
REV. 5/30/10 (MOVE SAS)
REV. 6/7/10 (BOH COMMENTS)
Scale: 1 "= 20'
0 10 20 30 40. 50 TE_I
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, Inc,
civil engineers
Ion surveyors
939 Main Street ( Rte &A)
YARMOUT-IPORT MA 02575
10-005.DWG(SBO)