162 Pleasant Street - Proposed Septic Design• CAt110iLtK� .t
•. • (:•T- ' + :ii:•::1 ..+..:. • ...
' t :•,, ,•,, , •;i-.• 20 FT. 'MINIMUM FROM .CELLAR
TOP :OF ' FOUNDATION
s,- �; ,+ ;,, 10 FT: MINIMUM FROM. SLAB OR CRAWL: SPACE
ELEV. !00.00. '1O' FT: 'MINl1UI{:
`
• .. (AS SUMED• . i; .' CONCRETE
CORS .• ,
•
;. 4" SCHEDULE' 40 PVC PiPE
it
PER FT'.
• ,' MIN. PITCH 1/8• ,
i .t �� .' •' M -
2.43., ' 6 MA
4"•CAST:IROW PIPE
POITCH Q1 /4"> PEI : F3M
r t FLOW.LiNE
i ELEV. Q '97.57 10"
{.' "'MIN."
ELEV. = 97.11 LEVEL
ELEV. _7$ GAS ELEV. = 9.67 6" SUMP ELEV. - 96.50
BAFFLE DISTRIBUTION
ELEV.
LIQUID OUTLET BOX
4 FEET" 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
5 FEET 19 -INCHES C ^ IF MORE THAN ONE OUTLET
6 FEET. 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE)
7 FEET 29 INCHES
S FEET 34 INCHES 'SEPTIC TANK 3/4" TO 1 1/2" CLEAN
•' T DOUBLE WASHED STONE
/SEWAG DISPOSAL. SYS 1 E�{ �O�II.E FREE' OF FINES & SILT
NOT TO SCALE
V\
10 x.10
1 (00. 3,
- .. s. .. _ : .t •_ :v ._ I,:✓ may. •'i'
f T "
s.TEST
t
[7LY 16: - 200'`:
F-. OIL TES7`�,�
.. � .DATE 0 S
.. v S ET ER.E G
:.•• S EES11`L
• SOII:�,TEST DONE.BY Wim.
r . btu 1�U.KEE�W17NES5ED'BYCLEAN SAND
L~
- : 913:7.:
. 08SERVATION� •;HOLE _
INSPECTION .PORT
MIN: NCH: A
`1NCHES
-:-: /►
LOAM 'ANO ►EED PERCOI.AT!ON R ATE.
'.•
2" LFYER OF
1/8To 1/2.
c4:'
;.
• LEGEND ',•��...,:
_
9.93.MAX
WASI-ED STONE
, .
VENT
.
EXISTING SPOT ELEVA-11ON -00X0
\
Y
NOT REQUIRED
EXISTING CON TOUR=-=•�-00--f-
0 '
8-
LOAMY. -SAND•'
FINAL SPOT .ELEVATION 0
z
1 CU. FT. • OF
CONCRETE
FINAL CONTOUR :., ; 00.
MEDIUM. SANG
2.5Y8/ -Z
SOIL, TEST' LOCATION -
0}
ANCHOR
UTILITY POLE =�-
96.93
TOWN • WATERW---==w
CATCH. BASIN
r o
ON
010 ELEV. -- 95'8
7.0, 00 00 0 0 0 - o vu
GAS UNE -�^=�"
CLEAN' OUT. ' C.�' . r•--�""
�Po o - --
-
CESSPOOL G.P. ,
6 HIGH -CAP INFILTRATORS WITH
S7 SONE'
,
., •' l
CD
_
ED
- 'fir �i: •,: l•••.J •k5• r.ti�.:tc i_� 'J•:' �k/f
i!!}i. i.'•..f. ..�^f:�:^ ,,�t..p L'1'('•:'}:,,.':r Vii" �t
•
- .. s. .. _ : .t •_ :v ._ I,:✓ may. •'i'
f T "
s.TEST
t
[7LY 16: - 200'`:
F-. OIL TES7`�,�
.. � .DATE 0 S
.. v S ET ER.E G
:.•• S EES11`L
• SOII:�,TEST DONE.BY Wim.
r . btu 1�U.KEE�W17NES5ED'BYCLEAN SAND
L~
- : 913:7.:
. 08SERVATION� •;HOLE _
INSPECTION .PORT
MIN: NCH: A
`1NCHES
-:-: /►
LOAM 'ANO ►EED PERCOI.AT!ON R ATE.
'.•
2" LFYER OF
1/8To 1/2.
c4:'
;.
• LEGEND ',•��...,:
_
9.93.MAX
WASI-ED STONE
, .
VENT
.
EXISTING SPOT ELEVA-11ON -00X0
LOAMY SAND.
97.68 MIN
NOT REQUIRED
EXISTING CON TOUR=-=•�-00--f-
0 '
8-
LOAMY. -SAND•'
FINAL SPOT .ELEVATION 0
z
1 CU. FT. • OF
CONCRETE
FINAL CONTOUR :., ; 00.
MEDIUM. SANG
2.5Y8/ -Z
SOIL, TEST' LOCATION -
0}
ANCHOR
UTILITY POLE =�-
96.93
TOWN • WATERW---==w
CATCH. BASIN
r o
ON
010 ELEV. -- 95'8
7.0, 00 00 0 0 0 - o vu
GAS UNE -�^=�"
CLEAN' OUT. ' C.�' . r•--�""
�Po o - --
-
CESSPOOL G.P. ,
6 HIGH -CAP INFILTRATORS WITH
S7 SONE'
,
"T
z 5.4 -
11' X 48' X 10" TRENCH FORMATION' WATER ENCOUNTERED AT _+.,I96=_ -EL£V.
.n
9
M1W2 � ..
SOiL ABSORPTION wELL___A ___-- :
ZONE
INDEX 8.7_ 6/02 :
AS -
S _
SYSTEM • z.0
S / ADJUST
• � ' Y DESIGN CAI.CULATiONS 4 .
NUMBER 'OF BEDROOMS
USGS PROBABLE WATER TABLE ELEV. = -912- GARBAGE DISPOSAL. UNIT NO
OBSERVED WATER TABLE ( 7 /16/02) ELEV. = 81120 TOTAL 'ESTIMATED FLOW
BOTTOM OF TEST HOLE ELEV. _ Z4_._ (•110' CAL,/BILAAY X,_:J_'19R.) 440'- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _ $$4_ GAL
ACTUAL: SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION =-1 '
DESIGN PERCOLATION RATEMIN,/IN.
EFFLUENT LOADING RATE GAL,/DAY/`S.F.. ,
LEACHING -AREA SQ. FT.
,• (11 X4f*+(47X2X1O/i 2) i -
• LEACHING CAPACITY -(AREA X ,RATE) $: GAL:/DAY i
E06
.33 X 0.74•
'
GAL./D
AIx-
RESERVE• LEACHING CAPACITY
,•�.�
.
..
A 10.D.E.-
H L � R-
�S FO
•S L 0 M
AND M
ATERfAL C N•'
K A SHiP .
0 M
1. TITLE 5ANf7 THE TOWN' OF Y RULES AND ,t •.' , :`. ; '
- REGULATIONS FOR, THE' SUBSURFACE, DISPOSAL OF • SEWAGE. _
2.• ALL COVERS TO SANITARY UNITS. SHALL' BE� BROUGHT. T0.
-WITHIN.6" OF, FINISHED GRADE:
3. ALL COMPONENTS OF. THE SANITARY, SYSTEM: SHALL BE -CAPABLE OF;'`''
WITHSTANDING H-10,LOADING'UNLESS THEY- ARE UNDER OR WITHIN: L'
10 FT. QF `DRIVES OR PARKING AREAS: -H-20 `LOADING SHALL BE, - . ' :' :;•'
USED -,DER 'OR WITHIN 10; FT. OF • DRIVES :OR' PARKING • 'AREAS., ., '
4. ANY* MASONARY UNITS USED TO BRING .COVERS TO GRADE -SHALL
BE MORTARED iN 'PLACE.;'•,
5. NO DET
ERMINATION-.HAS- BEEN -_MADE AS TO. COMPLIANCE..'WITH
DEEDED; OR ZONING'..REGULAMONS.• O'iVNER.-/ APPUCANT. iS'TO
i
0BTAiN1SUCH DETERMINATION -FROM -APPROPRIATE AUTHORITY.-:
6. UTILITIES SHOWN ARE .APPROXIMATE, ONLY, EXCAVATION CONTRACTOR'
j IS TO CALL "DIG -SAFE" AT' 1-888-344-+7233 AT LEAST: 72' HOURS ; - .•'' , : '
a•. PRIOR TO COMMENCING. WORK: ON. SITE
7. CONTRACTOR.IS TO VERIFY GRADES. AND'ELEVknONS-AS AS-.•., :,:
? SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.ANY VARfATiON' -
IS TO ;BE BROUGHT T4.7H£ 'ATTENTION' OF - THE. DESIGN ENGINEER• : , ;w+:;
IMMEDIATELY..
8., PARCEL: IS • IN FLOOD ZONE. '
N ASSESSORS' -"MAP' 51 AS,PARCEL.• 89" '
39. OT 'IS :SHOWN' 0 ,
i 9. L ;
99.1
-10. EXISTING PLUMBING IS 'TO BE' REPLUMBED AS SHOWN' BY A .LICENSED.
PLUMBER.
11: EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED:
OF
0iN Ni�' T. A.-
Wi 1i v t o DUMAS
v CoxNo
819 P!
0.31341 y APPROVED: BOARD OF
•NEAi�
i TAR : a
- �7.��t,�''!=•1 - I _ ' is
.
PAT
,.AGENT'
: PO8ED
PROSEPTI:';:SIG
U 2g FOR.
93.6
K 98.3 z° BASS • PROJECT; LOCATION:
• • �,-;., ,! .. ` • •iii/`/': ''}'. '1•• ,M1• ':1
SOIL N"',=ANT
iES7" 98.7 -a' : _
S.
'-
235'.GREAT WESTERN, ROAD.': .
R
11�G� 5Qg, SOUTH DENNIS; -MASS. :0266Q
2
� 3
9$=39 2 •
1 L..
1'
5
's" �`k• - O •• Il •• • • : DATE. -SCALE.` -»: - ',' - -'• 'r;`
ocus JULY 1'•8;:.-200.2:
A [REV."• .UG� .19 2��2 J06. No. JT7""'
A
LOC
AYIO�t MAP . :i • 'SHEET`.. F- .
s.
C.� 58 PROD 5476-00`• dw ,\,64 76 -00 6WG: 02002 ,SWt:ETSER ENGINEERING
HORIZ
TEXTURE-,
'COLOR,--
'=.MOTT::
-OTHERA
rH'
LOAMY SAND.
IOYR5/1:
RD,"..-
ROOTS.'
0 '
8-
LOAMY. -SAND•'
.10YR7/6.•
ROOTS
20•-126
' C ' '
MEDIUM. SANG
2.5Y8/ -Z
_
"T
z 5.4 -
11' X 48' X 10" TRENCH FORMATION' WATER ENCOUNTERED AT _+.,I96=_ -EL£V.
.n
9
M1W2 � ..
SOiL ABSORPTION wELL___A ___-- :
ZONE
INDEX 8.7_ 6/02 :
AS -
S _
SYSTEM • z.0
S / ADJUST
• � ' Y DESIGN CAI.CULATiONS 4 .
NUMBER 'OF BEDROOMS
USGS PROBABLE WATER TABLE ELEV. = -912- GARBAGE DISPOSAL. UNIT NO
OBSERVED WATER TABLE ( 7 /16/02) ELEV. = 81120 TOTAL 'ESTIMATED FLOW
BOTTOM OF TEST HOLE ELEV. _ Z4_._ (•110' CAL,/BILAAY X,_:J_'19R.) 440'- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _ $$4_ GAL
ACTUAL: SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION =-1 '
DESIGN PERCOLATION RATEMIN,/IN.
EFFLUENT LOADING RATE GAL,/DAY/`S.F.. ,
LEACHING -AREA SQ. FT.
,• (11 X4f*+(47X2X1O/i 2) i -
• LEACHING CAPACITY -(AREA X ,RATE) $: GAL:/DAY i
E06
.33 X 0.74•
'
GAL./D
AIx-
RESERVE• LEACHING CAPACITY
,•�.�
.
..
A 10.D.E.-
H L � R-
�S FO
•S L 0 M
AND M
ATERfAL C N•'
K A SHiP .
0 M
1. TITLE 5ANf7 THE TOWN' OF Y RULES AND ,t •.' , :`. ; '
- REGULATIONS FOR, THE' SUBSURFACE, DISPOSAL OF • SEWAGE. _
2.• ALL COVERS TO SANITARY UNITS. SHALL' BE� BROUGHT. T0.
-WITHIN.6" OF, FINISHED GRADE:
3. ALL COMPONENTS OF. THE SANITARY, SYSTEM: SHALL BE -CAPABLE OF;'`''
WITHSTANDING H-10,LOADING'UNLESS THEY- ARE UNDER OR WITHIN: L'
10 FT. QF `DRIVES OR PARKING AREAS: -H-20 `LOADING SHALL BE, - . ' :' :;•'
USED -,DER 'OR WITHIN 10; FT. OF • DRIVES :OR' PARKING • 'AREAS., ., '
4. ANY* MASONARY UNITS USED TO BRING .COVERS TO GRADE -SHALL
BE MORTARED iN 'PLACE.;'•,
5. NO DET
ERMINATION-.HAS- BEEN -_MADE AS TO. COMPLIANCE..'WITH
DEEDED; OR ZONING'..REGULAMONS.• O'iVNER.-/ APPUCANT. iS'TO
i
0BTAiN1SUCH DETERMINATION -FROM -APPROPRIATE AUTHORITY.-:
6. UTILITIES SHOWN ARE .APPROXIMATE, ONLY, EXCAVATION CONTRACTOR'
j IS TO CALL "DIG -SAFE" AT' 1-888-344-+7233 AT LEAST: 72' HOURS ; - .•'' , : '
a•. PRIOR TO COMMENCING. WORK: ON. SITE
7. CONTRACTOR.IS TO VERIFY GRADES. AND'ELEVknONS-AS AS-.•., :,:
? SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.ANY VARfATiON' -
IS TO ;BE BROUGHT T4.7H£ 'ATTENTION' OF - THE. DESIGN ENGINEER• : , ;w+:;
IMMEDIATELY..
8., PARCEL: IS • IN FLOOD ZONE. '
N ASSESSORS' -"MAP' 51 AS,PARCEL.• 89" '
39. OT 'IS :SHOWN' 0 ,
i 9. L ;
99.1
-10. EXISTING PLUMBING IS 'TO BE' REPLUMBED AS SHOWN' BY A .LICENSED.
PLUMBER.
11: EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED:
OF
0iN Ni�' T. A.-
Wi 1i v t o DUMAS
v CoxNo
819 P!
0.31341 y APPROVED: BOARD OF
•NEAi�
i TAR : a
- �7.��t,�''!=•1 - I _ ' is
.
PAT
,.AGENT'
: PO8ED
PROSEPTI:';:SIG
U 2g FOR.
93.6
K 98.3 z° BASS • PROJECT; LOCATION:
• • �,-;., ,! .. ` • •iii/`/': ''}'. '1•• ,M1• ':1
SOIL N"',=ANT
iES7" 98.7 -a' : _
S.
'-
235'.GREAT WESTERN, ROAD.': .
R
11�G� 5Qg, SOUTH DENNIS; -MASS. :0266Q
2
� 3
9$=39 2 •
1 L..
1'
5
's" �`k• - O •• Il •• • • : DATE. -SCALE.` -»: - ',' - -'• 'r;`
ocus JULY 1'•8;:.-200.2:
A [REV."• .UG� .19 2��2 J06. No. JT7""'
A
LOC
AYIO�t MAP . :i • 'SHEET`.. F- .
s.
C.� 58 PROD 5476-00`• dw ,\,64 76 -00 6WG: 02002 ,SWt:ETSER ENGINEERING