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TOP OF FOUNDATION
ELEV. = 100.00 _
4" SCHEDULE 40 PVC PIPE CLEAN SAND
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE MIN. PITCH 1/8" PER FT. INSPECTION PORT 2" LAYER OF
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB 1 /8' TO 1/2"
2" PRESSURE PIPE WASHED STONE
110,4-
- AIN SM'EL'T
�Z 22 OLD
M
117 im,
(ASSUMED) I
EXISTING SPOT ELEVATION
150 PSI MINIMUM
ELEV. =
99.83 MA OR FILTER FABRIC
VENT
F0_ 0-0
FINAL CONTOUR
00
CONCRETE
_Ri.PQ " MA
97.58 AKIN.
�
TOWN WATER =W-�-W
t
CATCH BASIN j
COVERS MANHOLE
GAS LINE G "
CLEAN OUT C.O.
CESSPOOL C.F. Q
A
COVER
q SICONNECT
UNION
TEE
FLOW
LEVELERS
z
3.0
4" CAST IRON PIPE
.. MA . 6" A
+
9$.83
(OR EQUAL) MINIMUM
2,01,
o 0
0
PITCH 1 /4" PER FT.
ZABEL A1800 FILTE .
L =
6" SUMP
4
° 0
0
ELEV. _ _ £5.50_
ELEV. = ELEV.LEVE96.33°
FLOW LINE
-��i
97.0_0__
k§41_
D I ! � I �e �jE�&.�3
ELEV. =
6" SLEEVE
3/8" DRILL°C)X
6 HIGH CAPACITY INFILTRATORS
50 PSI PRESSUP,E PIPE
ELEV. = 95.25
�111N0
GAS
BAFFLE
HOLE
TO BE WATER TESTED
WITH STONE IN A
11` X 48' X 10' TRENCH. FORMATION
?
5.35
ELEV. _ _ 95.00_
�-
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
inWELL
N
81 1 29
LIQUID OUTLET
CHECK 3/4" TO 1 1/2
VALVE WASHED STONE
YT,111 (SAS...)
ONE
INDEX 7.72 (JAN.2018)
DEPTH TE
(TO BE PLACED ON FIRM BASE)
ADJUST 2.02
4 FEET INCHES
5 FEET 19 INCHES
1 GALLON � 0.4 HP (MAX.)
6 FEET 24 INCHES
FEET 29 INCHES
"� � (OR EQUAL}
AMBER
USGS PROBABLE WATER TABLE ELEV. = _9D.15 -
OBSERVED WATER TABLE (2/14/2018) ELEV. =
OBSERVED
8 FEET 34 INCHES
_83,U_
BOTTOM OF TEST HOLE ELEV. _ 87.,?
P 1CHAMBER CALCULATIONS:
ELEV. AT INVERT INLET 94.90 _
SEWAGE I =sL SYSTEM P l ''�OFI L
ELEV. AT ALARM ON _ 92•`I0_
ELEV. AT PUMP ON 92.17_
REQUIRED FLOW PER CYCLE 25 X AA -D = _�^_5 GAL./CYCLEE.
_
X1,73_
VOLUME PER CYCLE _ �Q�_ GAL/CYCLE /7.48 GAL./CU. FT. _ _11�_7i_ CU, FT,/CYCLE
NOT TO SCALE
ELEV. AT PUMP OFF
80.9(}_
VOLUME OF WATER IN PIPE 3.14 X 0.00694 X X25 _ FT. _ _Q_ CU. FT.
BOTTOM OF INSIDE PUMP CHAMBER
9'6.15_
TOTAL MINIMUM VOLUME PER CYCLE _ =5 CU. FT.
BOTTOM OF OUTSIDE PUMP CHAMBER _
DISCHARGE 15.25 CU. FT. / 34.67 CU.FT./FT. = _ Q-44 FT. (1000 G.S.T.)
STORAGE CAPACITY (440-- GAL./DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. _ _�•��_ FT.
NOTES:
-.19_ REQUIRED _-= PROVIDED
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
` $ ''
DIE S1 7 CALL �
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
NUMBER OF BEDROOMS
_
4 sL ! EST
THE SUBSURFACE DISPOSAL OF SEWAGE.
GARBAGE DISPOSAL UNIT
_ _
NO DATE OF SOIL TEST FEBRUARY 12018
-
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
TOTAL ESTIMATED FLOW
--
SOIL TEST DONE BY SWEETSER ENGINEERING
WITHIN 6" OF FINISHED GRADE.
( 110 GA.L/BR./DAY X _ A BR.)
_A4Q_ GAL./DAY WITNESSED BY
r�
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
REQUIRED SEPTIC TANK CAPACITY
GAL.
!�
ry
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL $E
ACTUAL SIZE OF SEPTIC TANK
-1-1_
_1_503 GAL. „-�, -*ate p
`SSE VA MIN HOLE � ELEV.= 68.3
USED UNDER OR WITHIN 10 FT. OF DRIVES `OR PARKING AREAS.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
€��
__,j_
5_5__ MIN./IN. PERCOLATION RATE <MIN./INCH AT `12_�° INCHES
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
EFFLUENT LOAD'NG RATE
n 7 GAL /DAY/Q97
110,4-
- AIN SM'EL'T
�Z 22 OLD
M
117 im,
LEACHING AREA
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR----00----
(11X0+(59X2X10/12)
FINAL SPOT ELEVATION
F0_ 0-0
FINAL CONTOUR
00
SOIL TEST LOCATION
F
UTILITY POLE __o_
626.33 X 0.74
TOWN WATER =W-�-W
t
CATCH BASIN j
RESERVE LEACHING CAPACITY
GAS LINE G "
CLEAN OUT C.O.
CESSPOOL C.F. Q
BE MORTARED IN PLACE.
LEACHING AREA
626_33 SQ. FT.
MOTT.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
(11X0+(59X2X10/12)
Ap LOAMY SAND
10YR4/1
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
LEACHING CAPACITY (AREA X RATE)
GAL./DAY
F
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
626.33 X 0.74
ROOTS
t
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
RESERVE LEACHING CAPACITY
_aN GAL./DAY
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
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP 51 AS PARCEL
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
13. AN ELECTRIC PERMIT IS REQUIRED TO "IRE PUMP AND ALARM.
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WTH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3)1.
15. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFILLED.
16. FRONT WASTE LINE IS TO BE SLEEVED INSIDE A 150 PSI PRESSURE
PIPE WHERE SHOWN ON THIS PLAN.
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
PUMA SWITCHES DETAIL
ALARM ON
PUMP ON
� t
N PUMP OFF r
NT
DEPTH
HORIZ I TEXTURE
COLOR
MOTT.
OTHER
0-11"
Ap LOAMY SAND
10YR4/1
NO
ROOTS
1129"
B LOAMY SAND
10YR7/4
ROOTS
29-132"
C MEDIUM SAND
2.5Y7/4
WATER ENCOUNTERED AT .x 122 _ ELEV. = 86_13
Yarmouth HenIth Department
PPWIVED
w Mime Date
"'ARD OF HEALTH
SPO\FLU;
DATE AGENT
SC)�; s
FOR
LOC. 122 tj
'; s
'is
.- I,
p / 203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
4
DATE SCALE �
FEB. 15, 2018 20
REV. JOB N0. 793-113-00 -0
LOCATION MAP REV. IFSHEET 1 OF 1
.. _ _ - �- 15YSTf..uifOVC.'� •,A¢' `••:^RWm4�Y1Y.ug.sne..
C. 58 PROD 7983-00 dwg\7983-SAS.DPIG-0 2018 :SWEETSER ENGINEERING