HomeMy WebLinkAboutEngineered Plan - Rev. 1996CONCRETE
,..;. . ANCHOR
MAX. r -
4" CAST IRON PIPE t
n
-(OR EQUAL) MINIMUM "
.._.
PITCH 1/4" PER FT. LEVEL
0
ELEV = 6" SUMP ELEV = 1,7'y'•'r , -- :_'--;-= ELEV
FLOW LINE r/A)SF/4)1-_,4 :70r.� W11'a S?.�,�
>=LEV 9 7, t,
100DISTRIBUTION ELEV _
MIN. 190 l0 7,'; / ",j .J
a 3/8" DRILL Z
ELEV. = �,2.- --, HOLE TO BE WATER TESTED Y qb `'r, TRENCH FORMATION WELL M�`'f ELEV._ �,5�ZONEoIF MORE THAN ONE OUTLET OIL ABSORPTION INDEX
CHECK
VALVE 3/4" TO 1 1/2 -ADJUST
(TO BE PLACED ON FIRM BASE) WASHED STONE
DEPTH
BENCHMARK
TEXTURE
4" SCHEDULE 40 PVC PIPE
MOTT.
SOIL
TEST
'
TOP; OF `SAAB.''-`
IDye
20 FT. MINIMUM
MIN. PITCH 1/8" PER FT.
CLEAN SAND :L" LAYER OF
DATE OF SOIL TEST
LE - /Od U
10 FT. MINIMUM
""
2 PRESSURE PIPE
TO 1/2'.
s \1/8V.
SOIL TEST DONE BY
�6
(ASSUMED)
-
150 PSI MINIMUM
_
ELE;
!t, Yk
, �•t.MASHED STONE
TcovE>Rs
WITNESSED BY I<
r ter. L 11
jr/1
V "
6
.� �.,�t s`1`�'-7
--------_�-
PVD
OBSERVATION HOLE 1 ELEV= /oc -
OBSERVATION HOLE 2 ELEVCU.
FT. OF
PERCOLATION RATE ': 2-�~. MIN./INCH AT = j INCHES
PERCOLATION RATE MIN./INCH AT INCHES
CONCRETE
,..;. . ANCHOR
MAX. r -
4" CAST IRON PIPE t
n
-(OR EQUAL) MINIMUM "
.._.
PITCH 1/4" PER FT. LEVEL
0
ELEV = 6" SUMP ELEV = 1,7'y'•'r , -- :_'--;-= ELEV
FLOW LINE r/A)SF/4)1-_,4 :70r.� W11'a S?.�,�
>=LEV 9 7, t,
100DISTRIBUTION ELEV _
MIN. 190 l0 7,'; / ",j .J
a 3/8" DRILL Z
ELEV. = �,2.- --, HOLE TO BE WATER TESTED Y qb `'r, TRENCH FORMATION WELL M�`'f ELEV._ �,5�ZONEoIF MORE THAN ONE OUTLET OIL ABSORPTION INDEX
CHECK
VALVE 3/4" TO 1 1/2 -ADJUST
(TO BE PLACED ON FIRM BASE) WASHED STONE
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
STYEETSER ENGINEERING
235 GREAT WESTERN ROAD
508=- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
IDye
yp
�6
c�z 99
I - 8
C.
•w
!t, Yk
jr/1
1000 GALLON PUMP Yt, r
BOTTOM OF TEST HOLE OR USGS PROBABLE Y'ATER TABLE ELEV = rJ' • ,' WATER ENCOUNTERED AT ELEV. _ � %' ' `� WATER ENCOUNTERED AT ELEV. _
SEPTIC TANKOBSERVED WATER TABLE ( 7 /7_� Aa > El EV.
HAMBER
�cl7 PUMP CHAMBER CA-.LCULATIONS: LEGEND: DESIGN CALCULATIONS
ELEV. AT INVERT INLET `
ELEV AT ALARM ON _L'� �F� _ EXISTING SPOT ELEVATION 00X0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE ECFV AT PUMP ON 2 REQUIRED FLOW PER CYCLE .25 X^� - �1 p GAL/CYCLE ,�?.i EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
- :, : VOLUME PER CYCLE I_l__n GAL/YCLE /7.48 GAL/CU. FT. - CU. FT./CYCLE
NOT TO SCALE ELEV. AT PUMP OFF '= '' �sZ, FINAL SPOT ELEVATION 00,0 TOTAL ESTIMATED FLOW
v� GAL AY
BOTTOM OF INSIDE PUMP CHAMBER .2'> s ;� CU. FT. FINAL CONTOUR 00 (-�ll.� /8 { ) =, .— /D
ra ` , c TOTAL MINIMUM VOLUME PER CYCLE i
REQUIRED SEPTIC TANK CAPACITY
BOTTOM OF OUTSIDE PUMP CHAMBER T �{ ) SOIL TEST LOCATION
DISCHARGE W_._._� ICUPIFT. 3 34.67 CU.FT4 X. - � FT. 1000 G.S.TT •� t� ',� GAL
c , � .� GAL R. AY X BR.
I s.3 / _ a.
%�D UTILITY POLE -O-GAL
•
STORAGE CAPACITY (��� GAL/DAY / 7.48 GAL/CU.FT. / 34.67 CU.FT./FT. = i" FT. ACTUAL SIZE OF SEPTIC TANK /� �'o �t f
/^ r _ -, fir p sr n ,:� y ( ` urs SOIL CLASSIFICATION
70 R t � ✓ � � �. �� � 9 :r TOWN WATER W �—.�
CATCH BASIN `®7 DESIGN PERGOLATION RATE MIN./IN.
GAS LINE G '" EFFLUENT LOADING RATE GAL/DAY/S.F.
_�_.-_
ACHING AREA a r SQ. FT,
LY,
�(t LEACHING CAPACITY (AREA X RATE) 7
GAL/DAY
t' ! 60( y0,71� vim
�Jt�
RESERVE LEACHING CAPACITY GAL/DAY
---
NOTES:o -
.� / , 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
C",�V' RULES AND
TITLE 5 AND THE TOWN OF YAri+aov
DISPOSAL OF SEWAGE.
REGULATIONS FOR `INE SUBSURFACE,ALL BE BROUGHT TO
-
. , _..._...,,.�---�-"'`. ��----•"." ,� ��.- - WITHIN 6 OF FINISHED GRASAN SANITARY 2. ALL COVERS TO SANITARY UNITS SH
3. ALL COMPONENTS OF THE I SYSTEM SHALL BE CAPABLE OF .
WITHSTANDING H--10 LOADING UNLESS THEY 'ARE UNDER OR WITHIN
Y •� 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 f?. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS ,USED TO BRING 'COVER S TO .GRADE SHALL
`_ _•... - . , r ! BE MORTARED IN PLACE.
Pl=!N Tl - HAS lfAnr T 11LA — —
r : s -
5. NO I�FTF f�►•J
tJtttiGi7 �i� �0-NTNG REV`ULAitONS.:Ot�1NI:R / APPLICANT, IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
o
IS TO CALL "DIG -SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
-
D 7. CONTRACTOR IS TO VERIFY GRADES 'AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR ,TO COMME�CING WORK ON SITE.
8: PARCEL IS IN FLOOD ZONE
.LOT IS SHOWN. ON ASSESSORS MAP AS. PARCEL .
s t ` • `• -- r'�" ' ` r - 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM 'S TO BE BOTH AUDIO AND UA
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTEDIN INSURE
THAT THERE IS NO INFILTRATION OF ' GROUNDWATER INTO FACILITIES.
.,, ` ` ♦ 13. ALL UNSUITABLE MATERIAL SHALLBE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL: ABSORPTION SYSTEM AND BE
-i= WITH 310 CMR 15.255:(3).
REPLACED MATERIAL AS IN
14. EXISTING !S TO BE PUMPED AND REMOVED.:
l,iren `` " + "fr .,�j 1 . A 6K. LA 3/4""RTO DI SIB E
5 SEPTIC T UMP CHAMBER, AND. DISTRIBUTION BOX ARE TO 8E
t SET ON LAYER OF 1-1 ONE.
L.��a 11,,- 16. DESIGN ENGINEER IS TO INSPECT AND. CERTIFY THAT THE SEPTIC
SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THIS PLAN.
QCT
AUG 11 4ISES APPROVED: BOARD OF HEALTH
_�it.i - _.
HEALTH DEFT.
_ DATE ,AGENT
c� PROPOSED PLOT PLAN
FOR
1 ZCJTIG:
vil
PROJECT LOCATION ,..-
�T '."" �r'`�f" %+ fP,j�frt°,✓*G"�I f"""�, {+'iprcMl�:'.*s! j .��
STYEETSER ENGINEERING
235 GREAT WESTERN ROAD
508=- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660