Engineered Plan - 1999BENCHMARK:
TOP OF FOUNDATION
ELEV. -,l'-'-'-'2, �'G
(ASSUMED)
TO BE
REPIPED AS
NECESSARY
BY LICENSED
PLUMBER
5 FEET
7�
8 FEET
10 FT. MINIMUM
8" MIN.
4" CAST IRON PIPE T MAX
(OR EQUAL) MINIMUM L_
PITCH 1/4" PER FT.
ELEV. _ 2Eg
El". - `a /, 7-�"-
20 FT. MRM" FROM CELLAR
10 FT, MIND4UM FROM SLAB OR CRAWL SPACE
(EXCEPT YARMOUTH)
� RA
4• SCHEDULE 40 PVC PIPE
/ ,-, S 4 � MIN. PITCH 1B" PER FT.
ZABEL FMTI
t' LAW LINE
10"
-THIN. /
BAFFLE
INSTALL
SPEED LEVELS
IF MORE THAN
1 OUI m
\-ELEV.= 9'a / L ELEV-0EL
ELEV. = ,4 z . ELEv. - Y' , Z4"
DISTRIBUTION E1,FV
ELEV. w 4. el- t BOX
TO BE WATER TESTED
(TO BE PLACED ON FIRM BASE) IF MORE THAN ONE OUTLET
14 INCHES (TO BE PLACID ON FIRM BASE)
19INCHLS 1500 GALLON
29 INCA SEPTIC TANK 3/4'70 1 1/2-
341NCHES INSTAU AT10NN OF TWICE WASHED
TE
ZABEi. FILTER IS
�RIlji@ _ RECOMMENDED
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
I
SOILTEST
DATE OF SOIL TEST
CLEAN SAND i 4" PVC VENT PIPE SOIL TEST' DONE BY CRAKE R SHORT, P.E.
LOAM AND SEED PAINTED FLAT DARK WITNESSED e"
GREEN OR BROWNOBSERVATION HOLE 1 Ems.- OBSERVATION HOLE 2V = .c
2" LAYER OF WII H CARBON FII.TER PERCOLATION RATE f MINANCH AT 4 2 lr4INCHES PERM ATION RATE— MNJD= AT INCMS
UL
1/8" TO " TWICE NOT REOUIREU
WASHED STONE ' s
ELEV. = ELEV =
6-
i' MAX —1—
a
o°
o D Q p o p 0 0 0
o °24'
a o 0 0 0 0
°
° a o 0 0 o co
�3 500 GAL DRYWEI.LS (OR F.,QUAL)
WITH STONE IN A
DEPTH
RIZ
_ .JRE
00WR
MOTE
OTHER
91
- BE BROUGHT TO TIM ATTOMON OF THE DESIGN ENGINEER IP.�i1'!I?DIATELY.
SOIL TEST LOCATION ®
ACTUAL SIZE OF SEPTIC TANK 1500 GAL .
9. LOT IS SHOWN ON ASSESSORS MAP 1 w AS PARCEL 1
9.
^J o
iTITI.Ii'Y POLE -0-
3 4'
SOIL CLASSIFICATION I n
ry
11. ALL UNSUITABLE MAMUAL SHALL BE REMOVED FROM UNDID.; AND FOR A.
NMgT viUN OF 5 FEET FROM AROUND THE SOIL ABSOTR=ON SYMEK ANDBE
L o 7-
TOWN WATER
CATCH BASIN
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) OLE_ TITLE 5)
DESIGN PERCOLATION RATE < 5 MIN.AN.
c, P, <��
DATE / /j�
GAS LWE 0 "
EFFLUENT LOADINGRATE 0.74 GALJDAYB.F.
0 ��, q L.s 77Q F< X2.5'
REVLSID
l32�
CLEAN OUT C O
LEACHING AREA Az/, -Sq FT.
DEPTH
II
_ .JRE
COL011
MOTT.
OTHER
91
- BE BROUGHT TO TIM ATTOMON OF THE DESIGN ENGINEER IP.�i1'!I?DIATELY.
SOIL TEST LOCATION ®
ACTUAL SIZE OF SEPTIC TANK 1500 GAL .
9. LOT IS SHOWN ON ASSESSORS MAP 1 w AS PARCEL 1
9.
10. MOSTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED OR .
iTITI.Ii'Y POLE -0-
3 4'
SOIL CLASSIFICATION I n
ry
11. ALL UNSUITABLE MAMUAL SHALL BE REMOVED FROM UNDID.; AND FOR A.
NMgT viUN OF 5 FEET FROM AROUND THE SOIL ABSOTR=ON SYMEK ANDBE
L o 7-
TOWN WATER
CATCH BASIN
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) OLE_ TITLE 5)
DESIGN PERCOLATION RATE < 5 MIN.AN.
c, P, <��
DATE / /j�
GAS LWE 0 "
EFFLUENT LOADINGRATE 0.74 GALJDAYB.F.
0 ��, q L.s 77Q F< X2.5'
REVLSID
CLEAN OUT C O
LEACHING AREA Az/, -Sq FT.
SHEET /OF .
LOCATION MAP
CESSPOOL C.P. Q
Lc��t-ry
LEACHING CAPACITY (AREA X RAT 3 4f GALIDAY
4,5-.^l 2:�
1'
T TL
t. L
�3ON ✓.Aa IqA%cES 2Epu/''P,—,J
NOTES:
WE r? A/0 WATER ENCOUNTERED AT % ELEV. - WATER ENCOUNTERED AT ELEV. _
SOIL ABSORPTION ZONE
srorSYSTEM (SAS) DMEX DESIGN CALCULATIONS
ADJUST LEGEND: NUMBER OF BEDROOMS
GA1tBAGE DISPOSAL UNIT NO 4.
USGS PROBABLE WATER TABLE ELEV. - - EXISTING SPOT ELEVATION 00,A TOTAL ESTMUTED FLOW
OBSERVM WATER TABLE ( / / ) ELEV. - - EXISTING CONTOUR'!- 110 GALJBR/DAY R :? BR �� }GAL/DAY ,
BOTTOM OF TEST HOLE ELEV. - FINAL SPOT ELEVATION )
r
-11-0/c. (� CONDAENCING WORK ON SITE.
7. CONTRACTOR IS TO VERY GRADES AND ELEVATIONS AS WELL AS SITE
FINAL CONTOUR -—
—
REQUIRED SE717C TANK CAPACITY �'sacT GAL.
91
- BE BROUGHT TO TIM ATTOMON OF THE DESIGN ENGINEER IP.�i1'!I?DIATELY.
SOIL TEST LOCATION ®
ACTUAL SIZE OF SEPTIC TANK 1500 GAL .
9. LOT IS SHOWN ON ASSESSORS MAP 1 w AS PARCEL 1
9.
10. MOSTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED OR .
iTITI.Ii'Y POLE -0-
SOIL CLASSIFICATION I n
I
11. ALL UNSUITABLE MAMUAL SHALL BE REMOVED FROM UNDID.; AND FOR A.
NMgT viUN OF 5 FEET FROM AROUND THE SOIL ABSOTR=ON SYMEK ANDBE
L o 7-
TOWN WATER
CATCH BASIN
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) OLE_ TITLE 5)
DESIGN PERCOLATION RATE < 5 MIN.AN.
c, P, <��
DATE / /j�
GAS LWE 0 "
EFFLUENT LOADINGRATE 0.74 GALJDAYB.F.
0 ��, q L.s 77Q F< X2.5'
REVLSID
CLEAN OUT C O
LEACHING AREA Az/, -Sq FT.
SHEET /OF .
LOCATION MAP
CESSPOOL C.P. Q
LEACHING CAPACITY (AREA X RAT 3 4f GALIDAY
RESERVE LEACHING CAPACITY ,llf GALJDAY
1'
T TL
/21cU7-/-J
�3ON ✓.Aa IqA%cES 2Epu/''P,—,J
NOTES:
S E C 7- v` ~. '� / /
n -r i ti! v 101-r r l 'tle- Ar- S
1.
ALL WOR MANSI3TP AND Nr.AT.EMAI.S. SHALL CONFORM TO D.E.P. TITLE 5
j
D
AND THE TOWN RULES AND REGULATIONS FOR`THE SUBSURFACE DISPOSAL
Z ' ✓ ,� /Z
IC42.
�,9 rL E Q c JE �S TED
OF SEWAGE3. F
ALL COVERS SANITARY UNITS SHALL BE BROUGHT TO VVTTTIlN 6" 0�
,TO
FDHSHED �Ev
�s r of-
s. �9 S. F c� ,o aEE PC 7-,yZ 1�E
3.
ALL COM[PONENT5 OF TAB SANITARY SYSTEM SILUL BE CAPABLE OF
Wa RSTANDING H-10 LOADING UNLESS 1TIEY ARE UNDER OR WMfIN 10 FT.
_1
La 5 V r, 2 / f� �/ G E" 2 � U F S T � E b G TLo/ vl
OF DRrVF.S OR PARM3G ARF -AS. H-20 LOADING SHALL BE USED UAtDT,..E" t OR
t
Q o i� D
Pow
WTI'FIIN 10 FT. OF DRIVES OR PARENG AREAS.
TRS, -i'�i0FING GOV0 S TO GRAD]9 SHALL BR4. AN 7n^NA. -
TTi:
MORTARIN PLACE.
OR
S.
NO DETERMINATION HAS BEEN MADE AS TO COM'iiANCE WITH DMM
r-
ZONING REGULATIONS. OWNER / APPUCANT IS TO OBTAIN SUCH
'-'
DETERMINATION FROM APPROPRIATE AUTHORITY.
6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS
O
TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO
-11-0/c. (� CONDAENCING WORK ON SITE.
� � � APPROVED: BOARD OP HEALTH
Nov 1 5 19�
HEALTH DEPT.
y4 DATE , AGENT -
0e
4
7. CONTRACTOR IS TO VERY GRADES AND ELEVATIONS AS WELL AS SITE
CONDITIONS PRIOR TO COMIti!l NMG WORK ON SITE. ANY VARIATION IS TO
91
- BE BROUGHT TO TIM ATTOMON OF THE DESIGN ENGINEER IP.�i1'!I?DIATELY.
8. PARCEL IS IN FLOOD ZONE <--
9. LOT IS SHOWN ON ASSESSORS MAP 1 w AS PARCEL 1
9.
10. MOSTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED OR .
FILLED IN WITH SAND.
�.`
r
11. ALL UNSUITABLE MAMUAL SHALL BE REMOVED FROM UNDID.; AND FOR A.
NMgT viUN OF 5 FEET FROM AROUND THE SOIL ABSOTR=ON SYMEK ANDBE
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) OLE_ TITLE 5)
SCALE 1 ° = 201
c, P, <��
DATE / /j�
Zo
JOB NO. 12 _ 8,5-Z
0 ��, q L.s 77Q F< X2.5'
REVLSID
� � � APPROVED: BOARD OP HEALTH
Nov 1 5 19�
HEALTH DEPT.
y4 DATE , AGENT -
0e
4
r
,GZ
-��---`�` 4oc\,
v"h' r� `71 v`r
PROPOSED SEPTIC DESIGN
FOP,
PROJECT LOCATION c" �; �`
L. ! t..1} 4� t�.�
F�MC?UT14P0/RT !4'/
CRAIG K SHORT P.E.
PROFESSIONAL ENC►II�EER
508- P. O. BOX 1044 235 GREAT WESTERN ROAD
398-8311 SOUTH MNTS, MASS. 02660
SCALE 1 ° = 201
DATE / /j�
JOB NO. 12 _ 8,5-Z
REVLSID
SHEET /OF .
LOCATION MAP
QED