HomeMy WebLinkAboutEngineer PlanNEFICHMAM
TOP OF FOUNDATION
i
ELEV
`ASSUM£01
i
MINIMUM
A' CAr'T IRON PIPE
(OR :.nUAL) MINIMUM
PITCH1l+4. PER FT.
ELEV
i
I � EL_r Q47Q_
J,
OUTLET !1
CONCRETE
COVERS '
FROM SELLAR OR CRAWL. SPACE_
4" SCHEDULE 40 PVC
MIN. PITCH 1/8" PFR
TEE
i ..� �, l ILELc.'. 94.46_. ! �� F.v
GAS ,�6" SUMP FV,,La _ PIA-
.� 0.4FFl.E � cLL.. = e 90.17 _�
DISTRIBUTION ELEV
L=-= - BOX
(T . BE. PLACE, 'JN FIR�MyB�ASE,' TO BE WATER T STED
15M GALLON IF MORE THAN ONE OUTLET
(TO BE PLACED ON IRM BASE)
SEPTIC TANK
3/4" TO 1 1/2" CLEAN -
DOUBLE iVASHiD.STONE
FRE-- OF FINES & .SILT -_.-
SEWAGE DISPOSAL SYSTEM PROFILE"
NOT TO SCALE
172;74`
11c,_
LEGEND:
;T N
I t'PY1T .VA Ti O.
EX'... NG � t'
x,STING +,i�rgLl - ,n- -
FiNAL SPOT ELEV TK+N
INAG CONT;(11R-- ..'r;..— -
SOIL TEST i.00ATION
i JTIL!TY POLE -4.
TOWN WATER W' ,--xW^�"
CATCH GA54N No
GAS. LME - --_.—_
CLEAN OIJT
CESSPClnI_ C.F-
CLEAN SAND
)N PORT
IAM AND SEED
2' LAYER OF
8- TO 1/2-
WASHED STONE
NOR fIL'EP F'ASI
VET
NOT REQUIRE
'
ccccn0cccu'❑
Q j IJI
;3
_20.0'
c0F�cccoaccq �° 2'
°
o
ELEV. _
+ °+ J
M.�
G po
ST -NF: IN AN
X_2.i`.. X. 21. ?'I'.ENCH FORMATION- 5i 30
--
—__i13`
..
SOIL ABSORPTION
ZONE
INDEXADJU
,
SYSTEM (SAS)
T^__
USES PROBABLE WATER TABLE ELEV -
OBSERVED WATER TABLE ( - ; ) ELEV
BOTTOM OF TEST HOLE ELEV. -
I
I
,I
-ARA :E-
; 00.0
11c,_
LEGEND:
;T N
I t'PY1T .VA Ti O.
EX'... NG � t'
x,STING +,i�rgLl - ,n- -
FiNAL SPOT ELEV TK+N
INAG CONT;(11R-- ..'r;..— -
SOIL TEST i.00ATION
i JTIL!TY POLE -4.
TOWN WATER W' ,--xW^�"
CATCH GA54N No
GAS. LME - --_.—_
CLEAN OIJT
CESSPClnI_ C.F-
CLEAN SAND
)N PORT
IAM AND SEED
2' LAYER OF
8- TO 1/2-
WASHED STONE
NOR fIL'EP F'ASI
VET
NOT REQUIRE
m
StXL TEST
°
DATE OF SOIL TEST MAY 1�2 2.____.,
50IL TES? GONf.: BY SW['R Ey,�:NRR�ruG !
WITNESSED B;
OBSERVATION HOLE 1 ELEVa
PERCOLATION RATE .... <. 2.__ MIN... /INCH AT
ICEPTH IHOFIZ I 'ExTUPE 'C�KX.OR IMOTT. ,OTHER
_..._..r._..+___.._._. i
0715" AP ILOAMY SAND 10YR$J6 ..'1
___...._No R00`5
15-36° 10 LOAMY SANL 10+R4j6 j ROOTS
36-13$" MEPT+ M ANC �2 SY7, 4 11 -µ 15?MEA1Ei5 J
NO W.ATEP. ENCOUNTERED AT -_?M__ ELEV. s FIG.t+_.
DESIGN CALCULATIONS
NUMBER Of BEDROOM- 2 DESOM AS 3
GARBAGE GYSPOSAL In.7-
TOTAL ESTIMATED FLOW -
( 110 0A6./&t,/DAY X .1_ OR.)
..REQUIRED SEPTIC TANK CAPACI'+
.ACTUAL. SIZE OF SEPTY-' TANK
SOIf CLASSIFICATION
D€SIC' PERCOLATION RATE
EFFLUENT LOADING RATE. GAL %C-?
LEACHING ARTA. .-S 5'FY
(1 ax2s�{2esc2�cz)
LEACHING, -APACIFY (AREA. A RATE%OA•
477.0 X0.74
RESEP.O.. LEACHING CAPACITY
NOTES:
,.L ALL WORKMANSHIP :AND MATERIALS SHALL C{SNFORM TO 01 F. j
TITLE 5 AND THE TOWN'S RULES AND REG ILATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2 .ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT Tr',
WITHIN 6" OF FINISHED GRADE.
3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE wAPABIY 0f
WITHSTANDINGH.-10 LOADING UNLESS THEY ARE UNDER: OP WITHIN j
I'D FT- OF DRIVES OR PARKING AREAS. H -20 -LOADING SHALL BE..
USED LINDER OR WITHIN 10 FT. Of DRIVES OR PARKING AREAS,
4 ANY MASONARY" UNITS' OSED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE,-
°�. NO DETERMINATION HAS BEEN MADE. AS TO <^,OMPLIANCE Wf iM
DEEDED OR ZONING REGULATIONS. OWNER i APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO. CALL "DIG -SAFE` AT !-888._344--7233. AT LEAST 72 HOURS
PRIOR TO. COMMENCING. WORK, ON SITE
?..CONTRACTOR ISTO VERIFY GRADES AND ELEVAAONS AS WELL AS.
SITE CONDITIONS PPICiR TO COMMENCING; WORK ON SITE, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DE%N ENGINEER
HAMEDIATELY.
PARCEL IS IN FLOOD ZONE x_
_9. L¢TTS,S}40W4 ON ASSF_SSORS MAP .61 AS FARCEI._ _
10 EX!STING CESSPOOLS ARE -Tc BE PUMPLr ANn P M,24TD..
11 THE INSTALLER IS TO GIVE THE ENGtNEER A MIN MUM OF 48 HOURS
02 WORKING DAT) NOTICE FOR THE FINAL INSPECTION 4NUMBER BELOW).
a 012022
HEAL rHH
W _� W
W ' (�
��. APPROVED: BOARD OF HEALTH
147 PLEASAh1T STREET
SOUTH YARMOUTH, MASS.
Y
Z
SwErrm 8MNEI RM
203 �-ETUCKET ROAD
508—
P J. BOX -13
38`-690vQ
SOUTH CENNIS M? 5' 26fi,
GA TF �t, ^, ^I .T 1 { SCALE
p p' 8652-00
L OC' -
I
IC < ,"?,,: wl.'.19.`. rFr C Y `ER EN'.tAtEFRiNr.i
'
ccccn0cccu'❑
Q j IJI
c0F�cccoaccq �° 2'
°
o
ELEV. _
2 500 GALLON GALLEYS WITH I�
ST -NF: IN AN
X_2.i`.. X. 21. ?'I'.ENCH FORMATION- 5i 30
--
—__i13`
..
SOIL ABSORPTION
ZONE
INDEXADJU
,
SYSTEM (SAS)
T^__
USES PROBABLE WATER TABLE ELEV -
OBSERVED WATER TABLE ( - ; ) ELEV
BOTTOM OF TEST HOLE ELEV. -
I
I
,I
m
StXL TEST
°
DATE OF SOIL TEST MAY 1�2 2.____.,
50IL TES? GONf.: BY SW['R Ey,�:NRR�ruG !
WITNESSED B;
OBSERVATION HOLE 1 ELEVa
PERCOLATION RATE .... <. 2.__ MIN... /INCH AT
ICEPTH IHOFIZ I 'ExTUPE 'C�KX.OR IMOTT. ,OTHER
_..._..r._..+___.._._. i
0715" AP ILOAMY SAND 10YR$J6 ..'1
___...._No R00`5
15-36° 10 LOAMY SANL 10+R4j6 j ROOTS
36-13$" MEPT+ M ANC �2 SY7, 4 11 -µ 15?MEA1Ei5 J
NO W.ATEP. ENCOUNTERED AT -_?M__ ELEV. s FIG.t+_.
DESIGN CALCULATIONS
NUMBER Of BEDROOM- 2 DESOM AS 3
GARBAGE GYSPOSAL In.7-
TOTAL ESTIMATED FLOW -
( 110 0A6./&t,/DAY X .1_ OR.)
..REQUIRED SEPTIC TANK CAPACI'+
.ACTUAL. SIZE OF SEPTY-' TANK
SOIf CLASSIFICATION
D€SIC' PERCOLATION RATE
EFFLUENT LOADING RATE. GAL %C-?
LEACHING ARTA. .-S 5'FY
(1 ax2s�{2esc2�cz)
LEACHING, -APACIFY (AREA. A RATE%OA•
477.0 X0.74
RESEP.O.. LEACHING CAPACITY
NOTES:
,.L ALL WORKMANSHIP :AND MATERIALS SHALL C{SNFORM TO 01 F. j
TITLE 5 AND THE TOWN'S RULES AND REG ILATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2 .ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT Tr',
WITHIN 6" OF FINISHED GRADE.
3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE wAPABIY 0f
WITHSTANDINGH.-10 LOADING UNLESS THEY ARE UNDER: OP WITHIN j
I'D FT- OF DRIVES OR PARKING AREAS. H -20 -LOADING SHALL BE..
USED LINDER OR WITHIN 10 FT. Of DRIVES OR PARKING AREAS,
4 ANY MASONARY" UNITS' OSED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE,-
°�. NO DETERMINATION HAS BEEN MADE. AS TO <^,OMPLIANCE Wf iM
DEEDED OR ZONING REGULATIONS. OWNER i APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO. CALL "DIG -SAFE` AT !-888._344--7233. AT LEAST 72 HOURS
PRIOR TO. COMMENCING. WORK, ON SITE
?..CONTRACTOR ISTO VERIFY GRADES AND ELEVAAONS AS WELL AS.
SITE CONDITIONS PPICiR TO COMMENCING; WORK ON SITE, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DE%N ENGINEER
HAMEDIATELY.
PARCEL IS IN FLOOD ZONE x_
_9. L¢TTS,S}40W4 ON ASSF_SSORS MAP .61 AS FARCEI._ _
10 EX!STING CESSPOOLS ARE -Tc BE PUMPLr ANn P M,24TD..
11 THE INSTALLER IS TO GIVE THE ENGtNEER A MIN MUM OF 48 HOURS
02 WORKING DAT) NOTICE FOR THE FINAL INSPECTION 4NUMBER BELOW).
a 012022
HEAL rHH
W _� W
W ' (�
��. APPROVED: BOARD OF HEALTH
147 PLEASAh1T STREET
SOUTH YARMOUTH, MASS.
Y
Z
SwErrm 8MNEI RM
203 �-ETUCKET ROAD
508—
P J. BOX -13
38`-690vQ
SOUTH CENNIS M? 5' 26fi,
GA TF �t, ^, ^I .T 1 { SCALE
p p' 8652-00
L OC' -
I
IC < ,"?,,: wl.'.19.`. rFr C Y `ER EN'.tAtEFRiNr.i