HomeMy WebLinkAbout83-1266 - Site PlanFIRST FLOOR
ELEVATION_
TOP of
FOUNDATION
ELEVATION
INVERT at
FOUNDATION
ELEVATION _
BASEMENT FLOOR
ELEVATION
FIN. GRADE
AT HOUSE
FIN. GRADE OVER
SEPTIC TANK
LEVELING RING TO WITHIN
12" OF FINISH GRADE I
3"
SEPTIC SYSTEM PROFILE
FIN. GRADE OVER FIN. GRADE OVER
DIST. BOX LEACHING TRENCH
2" of 1/8--1/2.,
- I WASFIFD PEAST014E 4" Perforated PVC Pipe
2.. S >• �s.�•.
3/4" - 1-1/2"
WASHED CRUSHED STONE
DIST. 80X ! r---- -----�----►
15 EFFECTIVE LENGTH
H-10 LOADING
TO BE SET ON A -
LEVEL d STABLE I 1a" EFFECTIVE
BASE TOTAL NUMBER I DEPTH
I ACME DB -3 OR OF
APPROVED EQUAL) 5-0
(
Profile no to scale EFFECTIVE WIDTH
1 Ex I15T
LEACHING TRENCH
L1/F `FOVJO o1= `,(4J7-)M00TTH
OVEp�Cct�OvJ>� t�,C�!r z ESE or-
� C7ITG1-t �
4o' l=- �� S
o'- 05'- 23 �- 3°
E>u -sT- r2 ITc p (F
io 5 tel'- 23 3g' E :9P� CP p
4--l' 40" F=
LOT 10
2rD, 3e!>0j .5. IF
\yJ } srAKE� I�vY s3c.0-E o�kE .—
F AT LIMIT oP LD �\
'PLAN REFERENCE:
SARNST. CNTY. REG. PLAN SK
� -Q
N O Ce
J p
t q.7
33 < 11.15
ESGIST Ie..lCx _N t/
3 v��nRoc�15 �/
1
IO
T r I I
PG SITE PLAN ---SCALE : I" ■ 30
DESIGN DATA
NUMBER OF BEDROOMS 3ExY�T -E 1 P¢op =
G.P.D./BEDROOM 1 k G.P.D.
TOTAL DAILY FLOW 440 G.P.D.
GARBAGE DISPOSAL 00
LEACHING REQUIRED � G.P.D.
LEACHING PROVIDED 4-TF5 G.P.D.
SIDEWALL AREA-P0XI,'5S.F. x 2.5 - 300 G.P.D
BOTTOM AREA = 55915 S.F. x 0 - J-iS G.P.D
TOTAL PROVIDED- 295 S.F. 415 G.P.D
41 v5 > 4.40 G.P.D.
NOTE: EXCAVATE TO EL. OR LOWER AS SOIL
CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL,
CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE
INLET INVERT OF THE LEACHING PIT FOR A DISTANCE
OF 10' AROUND THE PIT AND BACKFILL WITH CLEAN
SAND HAVING A PERC. RATE OF 2 MIN./INCH IN PLACE.
PR,DS? GARALSE A�OITio,1 LEGEND
u/IT14 r�ooM ABOVE
/2
��tTlo�lA
'[,)9 %\A5 WA`( EXISTING SPOT ELEV.: 23.50
EXISTING CONTOUR : 4—
PROPOSED SPOT ELEV. 24.75
n 0 PROPOSED CONTOUR: 261
0
TEST HOLE
g NCM`.tNl D�l
Mlco),
fk, I2'M5
UVIL
o" �fCi$ICRE� a` p
s At
ZONING DISTRICT FLOOD ZONE ELEVATION
A-11 Io
MAPS£C PCL LOT HSE
10 #2
0
i
SOILS LOG &
PERCOLATION TEST
TEST HOLE I TEST HOLE 2
FI FV - FI FV -
TOPSOIL ✓1
SUBSOIL
i
!PERCOLATION RATE:
ITESTS BY:
WITNESSED BY
DATE
WATER ENCOUNTERED AT
MIN./INCH
BOARD OF HEALTH:
GENERAL NOTES
I. ELEVATIONS BASED UPON DATUM.
2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN
ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL
OF TNF ENGINEER AND THE TOWN HEALTH AGENT.
3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN
ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH
RULES AND REGULATIONS.
4, ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH. 40.
5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE
NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED
AND READY FOR INSPECTION.
6. NORTH ARROW IS NOT TO BE USED FOR SOLAR
ORIENTATION.
7. WHEN COMPONENTS ARE SET SUCH THAT THE TOP
OF STRUCTURE IS GREATER THAN 4' BELOW FINISH
GRADE, HEAVY -TOP OR H-20 LOAD UNITS SHALL BE
REQUIRED.
To(;kf: ,c rA-PNY FrtoM r1tA.1 00. 81-1556-10
3`( R.J. r) HGNe*1 r I.1C., Iz.t,S,� R.S.. e3OJLDId67
LoGATI00 F2oM Puha-\ 1-10 e2- 056,. 10 r3�( 5A"e-
I REV I BY I DATE I DESCRIPTION
PLAN SHOWING PROP,"ADDITION
LOT 10 GREEN TEAL WAY
YARMOUTHPORT, MA.
APPLICANT: MARIO MARSANO
ADDRESS: 65 MORTON STREET
MILTON, MA.
ENGINEER: NORMAN GROSSMAN, R.P.E.
10 MARSH VIEW ROAD
EAST FALMOUTH, MA.
508-34e-1920
SCALE DATE _ DWN. BY / CK -D BY
AS NOTED NOV. 3, 1993 JTH / NG
PLAN NO.
H- 3Z5
w
w
'
PRECAST,
C.I. OR P.V.C. TEES
Q
1000
GALLON
SEPTIC TANK
l
H-10
LOADING
d
TI
e'-6•
_1
r
TO BE SET ON A
LEVEL AND STABLE
BASE
I
ACME ST -1000
OR APPROVED EQUAL
)
SEPTIC SYSTEM PROFILE
FIN. GRADE OVER FIN. GRADE OVER
DIST. BOX LEACHING TRENCH
2" of 1/8--1/2.,
- I WASFIFD PEAST014E 4" Perforated PVC Pipe
2.. S >• �s.�•.
3/4" - 1-1/2"
WASHED CRUSHED STONE
DIST. 80X ! r---- -----�----►
15 EFFECTIVE LENGTH
H-10 LOADING
TO BE SET ON A -
LEVEL d STABLE I 1a" EFFECTIVE
BASE TOTAL NUMBER I DEPTH
I ACME DB -3 OR OF
APPROVED EQUAL) 5-0
(
Profile no to scale EFFECTIVE WIDTH
1 Ex I15T
LEACHING TRENCH
L1/F `FOVJO o1= `,(4J7-)M00TTH
OVEp�Cct�OvJ>� t�,C�!r z ESE or-
� C7ITG1-t �
4o' l=- �� S
o'- 05'- 23 �- 3°
E>u -sT- r2 ITc p (F
io 5 tel'- 23 3g' E :9P� CP p
4--l' 40" F=
LOT 10
2rD, 3e!>0j .5. IF
\yJ } srAKE� I�vY s3c.0-E o�kE .—
F AT LIMIT oP LD �\
'PLAN REFERENCE:
SARNST. CNTY. REG. PLAN SK
� -Q
N O Ce
J p
t q.7
33 < 11.15
ESGIST Ie..lCx _N t/
3 v��nRoc�15 �/
1
IO
T r I I
PG SITE PLAN ---SCALE : I" ■ 30
DESIGN DATA
NUMBER OF BEDROOMS 3ExY�T -E 1 P¢op =
G.P.D./BEDROOM 1 k G.P.D.
TOTAL DAILY FLOW 440 G.P.D.
GARBAGE DISPOSAL 00
LEACHING REQUIRED � G.P.D.
LEACHING PROVIDED 4-TF5 G.P.D.
SIDEWALL AREA-P0XI,'5S.F. x 2.5 - 300 G.P.D
BOTTOM AREA = 55915 S.F. x 0 - J-iS G.P.D
TOTAL PROVIDED- 295 S.F. 415 G.P.D
41 v5 > 4.40 G.P.D.
NOTE: EXCAVATE TO EL. OR LOWER AS SOIL
CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL,
CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE
INLET INVERT OF THE LEACHING PIT FOR A DISTANCE
OF 10' AROUND THE PIT AND BACKFILL WITH CLEAN
SAND HAVING A PERC. RATE OF 2 MIN./INCH IN PLACE.
PR,DS? GARALSE A�OITio,1 LEGEND
u/IT14 r�ooM ABOVE
/2
��tTlo�lA
'[,)9 %\A5 WA`( EXISTING SPOT ELEV.: 23.50
EXISTING CONTOUR : 4—
PROPOSED SPOT ELEV. 24.75
n 0 PROPOSED CONTOUR: 261
0
TEST HOLE
g NCM`.tNl D�l
Mlco),
fk, I2'M5
UVIL
o" �fCi$ICRE� a` p
s At
ZONING DISTRICT FLOOD ZONE ELEVATION
A-11 Io
MAPS£C PCL LOT HSE
10 #2
0
i
SOILS LOG &
PERCOLATION TEST
TEST HOLE I TEST HOLE 2
FI FV - FI FV -
TOPSOIL ✓1
SUBSOIL
i
!PERCOLATION RATE:
ITESTS BY:
WITNESSED BY
DATE
WATER ENCOUNTERED AT
MIN./INCH
BOARD OF HEALTH:
GENERAL NOTES
I. ELEVATIONS BASED UPON DATUM.
2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN
ARE NOT TO CHANGE WITHOUT WRITTEN APPROVAL
OF TNF ENGINEER AND THE TOWN HEALTH AGENT.
3. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED IN
ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH
RULES AND REGULATIONS.
4, ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH. 40.
5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE
NOTIFIED WHEN SYSTEM IS COMPLETELY INSTALLED
AND READY FOR INSPECTION.
6. NORTH ARROW IS NOT TO BE USED FOR SOLAR
ORIENTATION.
7. WHEN COMPONENTS ARE SET SUCH THAT THE TOP
OF STRUCTURE IS GREATER THAN 4' BELOW FINISH
GRADE, HEAVY -TOP OR H-20 LOAD UNITS SHALL BE
REQUIRED.
To(;kf: ,c rA-PNY FrtoM r1tA.1 00. 81-1556-10
3`( R.J. r) HGNe*1 r I.1C., Iz.t,S,� R.S.. e3OJLDId67
LoGATI00 F2oM Puha-\ 1-10 e2- 056,. 10 r3�( 5A"e-
I REV I BY I DATE I DESCRIPTION
PLAN SHOWING PROP,"ADDITION
LOT 10 GREEN TEAL WAY
YARMOUTHPORT, MA.
APPLICANT: MARIO MARSANO
ADDRESS: 65 MORTON STREET
MILTON, MA.
ENGINEER: NORMAN GROSSMAN, R.P.E.
10 MARSH VIEW ROAD
EAST FALMOUTH, MA.
508-34e-1920
SCALE DATE _ DWN. BY / CK -D BY
AS NOTED NOV. 3, 1993 JTH / NG
PLAN NO.
H- 3Z5