HomeMy WebLinkAboutEngineered Plan - 1997TOP OF
FOUNDATIONS
EL 101.3'
EL 100.25'
N
j
GROUND SURFACE EL 98.6
6" STONE BASE JJV ren! Cal
it
1500 Gal Septic Tank
(Typical)
2 b I 16'1
I
i
� I
0
(9s.4)
Prop. 1, 500 Gal
Sep tic Tank f9a oI
Install Manholes Over Access
Ports Rhere Shojm
Top of Co vers 9 Below Grade
i
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GROUND SURFACE EL 98.711
`t
INVERT El
INVERT EL y
3 ` Sides/3 I Eads
I L �
Existing Cesspools to be pumped
and filled
i
3z
3 Sidesl3E
MIN 2" LAYER DOUBLE
WASHED 1/8"— 1/2" STONE
EFFECTIVE
SIDEWALL
1 1/2" DOUBLE
WASHED STONE
94'.a. BOTTOM EL
— EL 87.0±
OF TEST HOLE
I � I
STS VDAIRL NOTE'S
1) THLS PLAN N M.R THE f\'STALLAITION OR REPAL? OF A SEP= AND L4 NOT MTENDED '`UR ''URWyfflG OR ZONING
PURPOSES. I
AlE1V7� CDDE
2) ALL INSTAL LATION PPOCLDUP.E:S AND AfATEPJALS SPALL COMP -ORM TO MO MIN 11000. THS STATS ENVWON
TITZF 5, AND = 7V AN OF 1' e i+!',:.'i cz SUBSURFACE DISPOSAL R=VZA=NS
3) NO DETEI MUVATION HAS HEEN 2VADE AS 7V COMPLLINCE OF A VAIZAL E PRO?srRTY B9UR 61270N 11179 RECORDED D
OR ZOA7NG REGULATIONS
4) YON HATER SERVICES THIS PROPERTY
5) TEW ARE NO ICNO IPN P=ATE WELL5 ON 77_—.S .PF.OPcr 7Y OP. 117= 100' OF MW PROPOSE? SOIL AI^SOP.P770N SYSFE2t
7
6) ALL COVERS OF SYS= COKPORENj SHALL BE BROUGH7 TO 137ZHM 12' OF .n?;L5SFX7 GRADE: 1/17H ONE rOV6P OF ME
.SL'P"_'=Iv L' Er:0=RT ' i=t1IN 8' O,�' GRADE
7) ALL SYSTEM COALOONFIV= SHALL REMAIN ACCESSIBLE FOP. INSPEC770N. NO STRUCIVRES Sf'-AL % BE /AG'T""D Dl�L'�Y
UPON OR ABOVE THE COA¢'ONENT ACCESS LOCATIONS, �3HIC.Y WOULD HTERFERE 07TH TIM PERKRUANCF" ACCO IN.SPEC'70N
PUMPING OR REPAIR
8) NO DRIEFINY, PARKING OR .TURNING AR ---A OR OTHER IMPM?VIOUS AREA SHALL BE LOCAM ABOVE A SOIL ABSORP77ON
SYLTE24 EXCEPT 3PHEN VEN77NG HAS'BEEN PRO VMELL
9) SEPTIC TANKS; GREASE TRAPS, DOSING CLULPERS AND DISTFI9U770N BOSS SHALL. BE PLACE ON A 6- sMAW BASE
TO ENSURE STABILITY AND PREVENT..SE77LING.
10) OU7Z-r7 DLSTRIBUTIMD
ON LINES SHALL R Z4EV LEVEL ME A •YIAlUW OF THE FIRS"ELT T TW OF 77 rVGTH
11) ALL SYSTEM COALPONEMS SHALL BE CAPABLE OF NITP.STANDWG H-10 LOADWG U'VLa' S 72 -MY ARE UNDER OR 111771LY 10
OF DRIVEIPAYS OR PARKLYG OR TURNING AREAS, W NHICH CASE H-20 co"GNENPS SHALL BE USED
12) ALL BUILDWG SE,TER LINES SHALL FLI VE AN INNER. DLUf= OF 4" AND SF'_ALL
BE C IS7=IRON OR SCrj=UL 40 PYL
13J ?7 DEPTH OF THE 7t7P OF ALL SITIElf COMPONENTS SMALL NOT E."C.:ED 36' UNLESS yE1yTZNG HAS BELY PROVIDED
14) W 7"R' AREAS OF =AVA770N, E 7,LVG GRADES SHALL BE R=.AE=ED UN=S NOTED AS PROPO'zo colmURS:
15) IF SOILS ARE ENCOVN7E= DURWG'= =AVA770N OF 771E SOIL AESORP770N SYSTEAL T-YAT DIFFER NOTABLY FROM
THE DEEP OL'SEP.VATION HOLE LOG. CONTACT TEE ENGLYEF•P. BEFURE PROCEEDDYC.
16) CONMC7VF IV VERIFY LGCA770N OF ALL UNDERGROUND iJTlI177ES
L
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II
C
DEEP OBSERVATI01
HOLE LOG
DESIGN DATA
Hole #1
NOW
F W90
AN 2
98.0' ±)
Dgmth
g
)
INVERT El
INVERT EL y
3 ` Sides/3 I Eads
I L �
Existing Cesspools to be pumped
and filled
i
3z
3 Sidesl3E
MIN 2" LAYER DOUBLE
WASHED 1/8"— 1/2" STONE
EFFECTIVE
SIDEWALL
1 1/2" DOUBLE
WASHED STONE
94'.a. BOTTOM EL
— EL 87.0±
OF TEST HOLE
I � I
STS VDAIRL NOTE'S
1) THLS PLAN N M.R THE f\'STALLAITION OR REPAL? OF A SEP= AND L4 NOT MTENDED '`UR ''URWyfflG OR ZONING
PURPOSES. I
AlE1V7� CDDE
2) ALL INSTAL LATION PPOCLDUP.E:S AND AfATEPJALS SPALL COMP -ORM TO MO MIN 11000. THS STATS ENVWON
TITZF 5, AND = 7V AN OF 1' e i+!',:.'i cz SUBSURFACE DISPOSAL R=VZA=NS
3) NO DETEI MUVATION HAS HEEN 2VADE AS 7V COMPLLINCE OF A VAIZAL E PRO?srRTY B9UR 61270N 11179 RECORDED D
OR ZOA7NG REGULATIONS
4) YON HATER SERVICES THIS PROPERTY
5) TEW ARE NO ICNO IPN P=ATE WELL5 ON 77_—.S .PF.OPcr 7Y OP. 117= 100' OF MW PROPOSE? SOIL AI^SOP.P770N SYSFE2t
7
6) ALL COVERS OF SYS= COKPORENj SHALL BE BROUGH7 TO 137ZHM 12' OF .n?;L5SFX7 GRADE: 1/17H ONE rOV6P OF ME
.SL'P"_'=Iv L' Er:0=RT ' i=t1IN 8' O,�' GRADE
7) ALL SYSTEM COALOONFIV= SHALL REMAIN ACCESSIBLE FOP. INSPEC770N. NO STRUCIVRES Sf'-AL % BE /AG'T""D Dl�L'�Y
UPON OR ABOVE THE COA¢'ONENT ACCESS LOCATIONS, �3HIC.Y WOULD HTERFERE 07TH TIM PERKRUANCF" ACCO IN.SPEC'70N
PUMPING OR REPAIR
8) NO DRIEFINY, PARKING OR .TURNING AR ---A OR OTHER IMPM?VIOUS AREA SHALL BE LOCAM ABOVE A SOIL ABSORP77ON
SYLTE24 EXCEPT 3PHEN VEN77NG HAS'BEEN PRO VMELL
9) SEPTIC TANKS; GREASE TRAPS, DOSING CLULPERS AND DISTFI9U770N BOSS SHALL. BE PLACE ON A 6- sMAW BASE
TO ENSURE STABILITY AND PREVENT..SE77LING.
10) OU7Z-r7 DLSTRIBUTIMD
ON LINES SHALL R Z4EV LEVEL ME A •YIAlUW OF THE FIRS"ELT T TW OF 77 rVGTH
11) ALL SYSTEM COALPONEMS SHALL BE CAPABLE OF NITP.STANDWG H-10 LOADWG U'VLa' S 72 -MY ARE UNDER OR 111771LY 10
OF DRIVEIPAYS OR PARKLYG OR TURNING AREAS, W NHICH CASE H-20 co"GNENPS SHALL BE USED
12) ALL BUILDWG SE,TER LINES SHALL FLI VE AN INNER. DLUf= OF 4" AND SF'_ALL
BE C IS7=IRON OR SCrj=UL 40 PYL
13J ?7 DEPTH OF THE 7t7P OF ALL SITIElf COMPONENTS SMALL NOT E."C.:ED 36' UNLESS yE1yTZNG HAS BELY PROVIDED
14) W 7"R' AREAS OF =AVA770N, E 7,LVG GRADES SHALL BE R=.AE=ED UN=S NOTED AS PROPO'zo colmURS:
15) IF SOILS ARE ENCOVN7E= DURWG'= =AVA770N OF 771E SOIL AESORP770N SYSTEAL T-YAT DIFFER NOTABLY FROM
THE DEEP OL'SEP.VATION HOLE LOG. CONTACT TEE ENGLYEF•P. BEFURE PROCEEDDYC.
16) CONMC7VF IV VERIFY LGCA770N OF ALL UNDERGROUND iJTlI177ES
L
I
I
II
C
DEEP OBSERVATI01
HOLE LOG
DESIGN DATA
Hole #1
(EL =
98.0' ±)
Dgmth
g
)
Number of Bedrooms:
Horizon
Teoil xture
Garbage Grinder:
NO
Design Flow (gpd):
- j' 0
(Munson)
(110 Gal/BR/Day z Number of BR)
96.7E
A
Septic Tank (gal): 1
1,500
15" — 32'
(Minimum = Design Flow a 007.)
B
LOAMY SAND
Leaching Area (sgft):
32" — 132"
87.0±
Sidewall:
MED—COARSE
2.5YR614
(2 Sidewalls x O.96z 38 . _Ft) +
9 2 ' I Lo
(2 Endwalls x 0.96 x --!(—Z-Ft)
Deep Obs Hole Date:
Bottom:
Soil Evaluator.
RICHARD LEARNBD
Witnessed By:
A. VON HONE
Pere Rate:
Long Term Acceptance Rate (LTAR):
0.74
CARVER
Leaching Area Design Capacity (gpd):
3 q
Depth to Standing Water No Water ETwountemd
(Sidewall Area + Bottom Area) x LTAR
NA
Depth to Mottling(Color):
K
Test
Hole #1
(EL =
98.0' ±)
Dgmth
g
)
�f)
Horizon
Teoil xture
son
Color
l
(USDA)
(Munson)
0 — 15'
96.7E
A
LOAMY SAND
f0YR21
15" — 32'
95.3±
B
LOAMY SAND
10YR516
32" — 132"
87.0±
C1
MED—COARSE
2.5YR614
SAND
Deep Obs Hole Date:
Oct. 15, 1997
Soil Evaluator.
RICHARD LEARNBD
Witnessed By:
A. VON HONE
Pere Rate:
2 MIN/IN ® 82"
Soil Survey Description:
CARVER
Geologic Material•
OUT WASH
Depth to Standing Water No Water ETwountemd
Depth to Weeping Water.
NA
Depth to Mottling(Color):
NA
Est Seasonal High GW:
NA
USGS Observation Well-
NA
Date of Last Measurement: NA _
Comments:
A -J V " (ill 1 CA.L 111 V U L1.1, 1Y111
L U PREPARED BY
A & 111 Land Services
33 Old Alam, Street
Soulb Yarmouth, Hj 02884
S (508) 398-2121 Fax 394-9842
•
d
3
SCALE.- 1 " = 20 DATE November 10, 1997
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LOCI S MAP. REV.
159 Old Main Street
South Yarmouth, MA DWG. NO.=T1059 SHEET 1 OF 1
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