HomeMy WebLinkAboutEngineered Plan - 2017TOP OF FOUNDATION.
` |
5LAB |
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 F[ MINIMUM
10 F[W|N|M0W FROM SLAB -
.
PRESSURE PIPE
150 PSI MINIMUM
|CONCRETE
COVERS 7MANHOLE
4^ CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
4" SCHEDULE 40 PVC PIPE CLEAN SAND
f- MIN. PITCH 1/8" PER FT. -:N INSPECTION PORT 2" LAYER OF
WASHED STONE
ELEV. 95.50 \MA OR FILTER FABRIC VENT
MAX. 93,25 MIN.
QUICK
QISCONNECT TEE FLOW z
UNION LEVELERS
92.50 ELEV. 92.6
LEVEL 10.0 01 17 40 ML
ELEV. 6" SUMP ELEV. 92.00 VINYL
92.17
FLOW LINE UNER
""-ELEV. 92.0± 10" DISIRIBUTIONELEV.
-TMIN. 3/8- DRILL 4 HIGH CAPACITY INFILTRATORS
5- HOLE WITH STONE IN A -
ADD GAS ELEV. 89.6
ELEV. = 91.17± BAFFLE TO BE WATER TESTED 11' X 36' X 10* TRENCH FORMATION M
ELEV. = 91-00 (TO BE PLACED ON FIRM BASE) D "0
p WELL MIV.1 29
LIQUID p OUTLET VALVE WASHED STONE.- INDEX -J.-70 (4/2017)
DEPTH TEE (EXISTING) s Ys T ADJUST 1.30
5 FEET 19 INCHES 0.4 HP (MAX.)
6 FEET 24 INCHES 1000 GALLON PUI F_ (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. = 86,12-
7 FEET 29 INCHES P. i
CHAMi"ll R. OBSERVED WATER TABLE (5/11/2017) ELEV. =
8 FEET 34 INCHES BOTTOM OF TEST HOLE ELEV. =
ELEV. AT INVERT INLET 90.80
IS El kAlA G E DISPOSAL SYSTEM F-IRORUEE ELEV. AT PUMP ON 87.05 REQUIRED FLOW PER CYCLE .25 X _129 GAL./CYCLE
NOT TO SCALE ELEV. AT PUMP OFF 87.63 vOLUME PER CYCLE 55 GAL/CYCLE /7.48 GAL./CU. FT. CU. FT./CYCLE
VOLUME OF WATER IN PIPE 3.14 X O00694 X __9L_ FT. CU. FT.
BOTTOM OF INSIDE PUMP CHAMBER KC07
BOTTOM OF OUTSIDE PUMPiCHAMBER TOTAL MINIMUM VOLUME PER CYCLE --7,7-V- CU. FT.
0.84 REQUIRED __2W5LQ_ PROVIDED
DATE OF SOIL TEST MAY ll,_2017
SOIL TEST DONE BY 13- lAqLCOX
WITNESSED By A. VON HONE
PERCOLATION RATE 2 MINJINCH IN C HORIZON
101.5,,--' DEPTH HORIZ TEXTURE COLOR MOTT.
IOTHLR
03 0-37" FILL NO
37-64" A/E LOAMY SAND 10YR5/1
Z_ 64 8 LOAMY SAND 10YR
LOT 9 75-126" C COARSE SAND 110YR7/6
20,444.7 _i- SIF, WATER ENCOUNTERED AT 85" ELEV.
104.4
1w.0 NUMBER OF BEDROOMS
NO
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
REQUIRED SEPTIC TANK CAPACITY __4A0_ GAL.
10-0.4
ACTUAL SIZE OF SEPTIC TANK (00STING) 41 000 GAL.
-J SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE
94.8 EFFLUENT LOADING RATE __0j_4_ GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
LEACHING CAPACITY (AREA X RATE) 351.00, GAL./DAY
92.9 ld60 GALLON 474.33 X 0.74
SEPTIC TANK RESERVE LEACHING CAPACITY JQN_E_� GALJDAY
94.2
92.9 CHAMBER
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
BOT S
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
91.2 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
VENT, WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
91.3
UMIT OF 5', WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
OVERDIG J6. 00' 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
V BE MORTARED IN PLACE.
-'90.5 90.3 5. NO DETERMINATION HAS BEEN MA'DE AS TO COMPLIANCE WITH
kv
/Olt I
/U
m.y~-
� �����-
������=_�,"��^
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ---- OO ----
FINAL SPOT ELEVATION 0 0=0
FINAL CONTOUR - COROD
SOIL TEST LOCATION
UTILITY POLE _0_
TOWN WATER W
CATCH BASIN /gfl\lGAS LINECLEAN OUT C-OCESSPOOL c.p. 0
\
DLLULD OR ZONING REGULATIONS. OWNER / m'puc*m| IS TO
'
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
/
O.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
/
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
/
PRIOR TO COMMENCING WORK ON SITE.
7.
CONTRACTOR IS TO VERIFY GRADES AND.ELEVATIONS AS WELL AS
'
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
\|
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
� ` .
g2�O
IMMEDIATELY,^
�
,/'
�
ti
� �
PARCEL IS IN ZONE
.^...
LOT SHOWN ON ASSESSORS MAP __�� A3 PARCEL
__
. // /
~ S2�2
10i
PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11.
ALARM IS TO BE BOTH AUDIO AND VISUAL.
^ 91.4
12.
A ZABEL A1800 FILTER IS TO BE INSTALLED.
13.
AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
14.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND 50L ABSORPTION SYSTEM AND BE
92'8
REPLACED WITH MATERIAL ASSPECIFIED IN 310 CMR 15.255:(3).
,/ �
. .u`T
^y
,
15.
EXISTING LEACHING FACILITY IS TO BE PUMPED AND BACKFILLED.
'
cA
CD -
096.3
46,1
cLjF
�~��j���� ����~�Ail
PUMP ON
PUMP OFF
-All p1ppl*Z1 VE D
RECEIVED
JUN. 0 5 2017
HEALTH DEPT
�������-�° ������� ��r �������
��� *x����. ������ �� �HE���� |
|
DATE AGENT
11. ku
564-8379 SOUTH DENNIS, MASS. 02660
DATE SCALE
MAY 12, 2017 20'
[JOB NO.
LOCATION MAP
�
)
RECEIVED
JUN. 0 5 2017
HEALTH DEPT
�������-�° ������� ��r �������
��� *x����. ������ �� �HE���� |
|
DATE AGENT
11. ku
564-8379 SOUTH DENNIS, MASS. 02660
DATE SCALE
MAY 12, 2017 20'
[JOB NO.
LOCATION MAP
�