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ELEV, = 100.00
(ASSUMED)
3.0
20 FT
M
4" CAST IRON PIPE
(OR EQUAL)
AL) MINIMUM
PITCH
2- PRESSURE PIPE
cc 115500 PSI MINIMUM
C01FIS�
MANHOLE
4" SCHEDULE 40 PVC PIPE
r- MIN. PITCH 1/8" PER FT.
ELEV. _
100.30
CLEAN SAND
FILTER FABRIC.
VENT
ELEV. _
40 ML
1 ELEV. = J64 SUMP LELEV. __per"
LINER WATER ENCOUNTERED AT 96� ELEV.
0. LINE STRIBUTION tr» G J
ELEV, = ELEV. _ _94•+ _ DESIGN CALCULATIONS
ELEV. = 07_00 MIN. 3/B' DRILL 4 HIGH CAPACITY INFILTRATORS DEC 14 2021
BAFFLE - WITH STONE IN A LADJUST
NUMBER OF BEDROOMS
ELEV. _ _ a_ AFFLE HOLE TO BE WOR TESTED 11' X 3Q• X 10a TRENCH FORMATA1N230 GARBAGE DISPOSAL UNIT - HEALTH DEPT.-ELEV. _ _ (TO BE PLACED ON FIRM BASE)ZONE
TOTAL ESTIMATED FLOW 3 gq• 330 GAL./DA3/4" TO 1 1/2- SOIL ABSO PTIO(SEPL2021) (110 GAL/�ItibAY X )CHECK Jj REQUIRED SEPTIC TANK CAPACITY GAL.
LIQUID OUTLET VALVE WASHED STONE SYSTEM SASS 1' ACTUAL SIZE OF SEPTIC TANK GAL.
(TO BE PLACED ON FIRM BASE) SEAL CLASSIFICATION L_
4 FEET 14 INCHES MYERS SRM 4, DESIGN PERCOLATION RATE < jL_ MIN /1N.
5 FEET 19 INCHES 1500 GALLON PUMP - (OR EQUAL)(MAX.) USGS PROBABLE WATER TABLE ESS 1" ELEV. 1 __ EFFLUENT LOADING RATE d74 GAL./DAY/S.F.
6 FEET 24 INCHES SEPTIC TANKCHAMBER -- 47433
7 FEET 29 INCHES USGS PROBABLE WATER TABLE ELEV. = LEACHING AREA SQ FT.
8 FEET 34 INCHES OBSERVED WATER TABLE (10/6/2021) ELEV _ (I1X36}F(47X2X10/12)
BOTTOM DF TEST HOLE ELEV. _a__ LEACHING CAPACITY (AREA X RATE) 351.00 GAL./DAY
74
ELEV. AT INVERT INLET - - PUMP CHAMBER CALCULATIONS: RESERVE LEACHING CAPACITY GAL /DAY
SEWAGE DISPOSAL SYSTEM PROFILE EELEV. AT PUMP ON -
REQUIRED FLOW PER CYCLE25X_. E _ _ GAL./CYCLE NOTES:
GJ:
NOT TO SCALE. ELEV. AT PUMP OFF - VOLUME PER CYCLE 5 GAL/CYCLE /7.48 GA`./CU. FT. _ �eW_ CU. FT./CYCLE
BOTTOM OF INSIDE PUMP CHAMBER - - VOLUME OF WATER IN PIPE 3.14 X 0.00694 X __L7__ FT. _ CU. FT,
BOTTOM OF OUTSIDE PUMP CHAMBER - - TOTAL MINIMUM VOLUME PER CYCLE �]A2 CU. FT. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM O D.E.P.
DISCHARGE _11,62 CU. FT. / 38.13 CU.FT./FT. = 0.30 FT. (1000 G.S,T.) TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
STORAGE CAPACITY (310.-_ GAL./DAY /7.48 GAL./CU.FT./38.13 CUTT./FT. FT. THE SUBSURFACE DISPOSAL OF SEWAGE.
-121- REQUIRED _Z� PROVIDED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE,
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
BUOYANCY CALCULATIONS: 10 FT, F DRI H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1000 GALLON PUMP CHAMBER (H-10 h MONO) 10 FT, OF DRIVES IT PARKING AREAS. H-20 LOADING SHALL BE
1500 GALLON SEPTIC TANK (H-10 &MONO) USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS.
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLAC€0 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
Permit valid for REPAIR OF SEPTIC SYSTEM 10.j7x6.W92.1-ft57W5 5913 LB& 4�f•t-O'�1I•5 4696 M BE MORTARED IN PLACE.
WEIGHT OF TANK PER MANUFACTURER11833 LBS. WEIGHT OF TANK PER MANUFACTURER 9200 LBS, 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
.ONLY, due to State and Local septic variances.WEIGHT OF CONCRETE
WEIGHT OF WATER IN SUMP DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
"
Board of Ilealth review and approval is required for OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
any future add itionstrenovationsta Iterations to WEIGHT OF CONCRETE 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
sewage facilities and/01 soucturesld""clung. EXCESS WEIGHT TO OFFSET FLOTATION 11833-5913 5020 LOSIS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST '72 HOURS
EXCESS WEIGHT TO OFFSET FLOTATION PRIOR TO COMMENCING WORK ON SITE.
farm„iiil, IlcaltL Depaiuucnt 9200-40" 4504 LB& 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS. WELL AS
APPROVED C}NG WORK ON SITE ANY VARIATION
A -4-+S plzl�lalll
Name Date
SQtL TEST
DATE OF SOflL TEST Q,CTOBER 6 1
SOIL TEST DONE BY SWEETSER 1n N RING
ap
p WITNESSED BYy_1_MV.8 hY__
OBSOVAMN HOLE 1 ELEV,=:_97_8-
PERCOLATION RATE MIN./INCH AT. 48 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12"
Ap
LOAMY SAND
10YR3/1
NO
PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS
12-32"
B
LOAMY SANG
t0YR6/6
Q
A ZABEL AIBOO FILTER IS TO BE INSTALLED,
32-108"
C
MEDIUM SAND
2.5Y7/4
14,
M
PUMP SWITCHES DETAIL
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTIUTY POLE _0_
TOWN WATER -W-70-
CATCH BASIN �B j
GAS UNE G
CESSPOOL C.P.
CLEANOUT 0.
1
SHED C.O.
" Cp
LOT 155
13,607 S.F.
90.00
CAPTrx
AIN
96.5
CIO.
10,0'
9
51560 GALL
SEPTIC TA
\\ 97 3
97.8 �-
\iy
',
a_
� n
L IT
vQ
501 RE OVAL d
SOIL
TEST.6
`i
1/ f
95.9
SMALL RDA
NO AREA.
PIPE Sr' IMPOUND
,0. RING 4 T, MULFORO
fL
ALARM
ON
_
IMMEDIATELY.
8.
9-
PARCEL IS IN FLOOD ZONE __X
LOT IS SHOWN ON ASSESSORS MAP �_ AS PARCEL
PUMP
ON
PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS
y
PUMP
OFF
Q
A ZABEL AIBOO FILTER IS TO BE INSTALLED,
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTIUTY POLE _0_
TOWN WATER -W-70-
CATCH BASIN �B j
GAS UNE G
CESSPOOL C.P.
CLEANOUT 0.
1
SHED C.O.
" Cp
LOT 155
13,607 S.F.
90.00
CAPTrx
AIN
96.5
CIO.
10,0'
9
51560 GALL
SEPTIC TA
\\ 97 3
97.8 �-
\iy
',
a_
� n
L IT
vQ
501 RE OVAL d
SOIL
TEST.6
`i
1/ f
95.9
SMALL RDA
NO AREA.
PIPE Sr' IMPOUND
,0. RING 4 T, MULFORO
fL
PROPOSED SEPTIC DESIGN
FOR
SHEILA GAGNONLOC
176 CCAtP�T'.. CHASE RVO0AQDOUTH Q
203 SETUCKET ROAD. -
508- P. 0, BOX 713
585--6900 SOUTH DENNIS MASS. _ 0266C
� 20
ALE „
DATE ( 'Sc 1 OCT. 7, 2021
REV JOB NO NW -,00
LOCATION MAP�� LREY tF'E7 1 OF 1
PRU,/}g6pq-00-oo`d+r�8609--SaSOI►1 02021 SWEETSER ENGWEERII
SITE CONDITIONS PRIOR TO COMMEN
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8.
9-
PARCEL IS IN FLOOD ZONE __X
LOT IS SHOWN ON ASSESSORS MAP �_ AS PARCEL
10.
PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS
M'
ALARM ISIVBE BOTHAUDIOAND VIISUAL;......
12
A ZABEL AIBOO FILTER IS TO BE INSTALLED,
13.
AN ELECTRIC PERMIT IS REQUIRED TO WARE PUMP AND ALARM,
14,
ALL UNSUITABLE MATERIAL MALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECWIED IN 310 CMR 15.255;(3).
M rxi
15
SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT
THE MANUFACTURER,
16.
THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
g
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
17.
EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED ALONG WITH
uI
ANY POLLUTED SOILS ENCOUNTERED.
18,
IT IS RECOMMENDED THAT THE PIPING TO THE REAR CESSPOOL. BE
h
REDIRECTED TO THE NORTH AVOIDING THE 90 DEGREE BEND.
+�
19.
VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS;
SYSTEM LESS THAN 100' FROM DRAIN PIPE (VAR. OF 3;
A.
B.
SOIL ABSORPTION
SOIL ABSORPTION SYSTEM LESS THAN 20' FROM CELLAR (VAR. OF 8').
LESS THAN FULL ADJUSTMENT OF WATER TABLE (VAR 100').
4C.
j
0.
SEPTIC TANK ESS THAN 10' FROM LOT LINE (VAR. OF 1')
E.
NO RESERVE AREk
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
SHEILA GAGNONLOC
176 CCAtP�T'.. CHASE RVO0AQDOUTH Q
203 SETUCKET ROAD. -
508- P. 0, BOX 713
585--6900 SOUTH DENNIS MASS. _ 0266C
� 20
ALE „
DATE ( 'Sc 1 OCT. 7, 2021
REV JOB NO NW -,00
LOCATION MAP�� LREY tF'E7 1 OF 1
PRU,/}g6pq-00-oo`d+r�8609--SaSOI►1 02021 SWEETSER ENGWEERII