HomeMy WebLinkAbout83-18129- MINIMUM COVER
1-1/4' PERF PIPE MIN. 2' OF
W/6' HALF PIPE PEASTONE�
UMBRELLA
9.2 MIH 2X
CLEANOUT
SEE DETAIL
e, s
REINFORCED CONCRETE
RETAINING WALL TO BE
FACED WITH A STONE VENEER
..:1• AND/OR HIDDEN WITH A ROW
OF SHRUBS OR BURIED.
�T 3.8 •I� 3' MANIFOLD -7
3.75 1 7.5 I
3/9' - i I/2' DIA. 40 MIL POLY
o m DOUBLE WASHED STONE VAPOR BARRIER
1500 GAL H-20 PUMP. CHAMBER
H-20 SEPTIC TANK GROUNDED
WATERTIGHT AND = eRoulroWAT£a. EL -1.9
FAST READY FACTORY WATERPROOFED 20'x 30'
WATERTIGHT AND LEACH FIELD
FACTORY WATERPROOFED 6' CRUSHED STONE OR
COMPACTED BASE
PROF ILE:NOT TO SCALE
NOTES : BOUYANCY CALCULATIONS:
rOR THE DESIGN AND CONSTRUCTION SEPTIC TANK DISPLACEMENT - (2.5-(-0.7) x It x 6.17 - 217 C.F.
DISPOSAL SYSTEM AND PERMITTING 217 C.F. x 62.4 */C.F. - 13540#. H-20 TANK - 2/230* OK
PUMP CHAMBER DISPLACEMENT - 12.5-1-1.01 x 9 x 5.25 - 165 C.F.
ll IS NGVD. FOR BENCH MARKS 165 C.F. x 62.4 #/C.F. - /0296^. H-20 TANK - 14500* OK
gr
VARIANCES REOUIRED:
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
SECTION 15.211:(/) MINIMUM SETBACK DISTANCES
!0' IS REOUIRED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE. 8' IS PROVIDED.
A 2' VARIANCE IS REOUESTED. 10' IS REQUIRED BETWEEN THE PUMP CHAMBER AND
THE PROPERTY LINE. 2' IS PROVIDED. AN 8' VARIANCE IS REOUESTED. 10' IS
REOUIRED BETWEEN THE PUMP CHAMBER AND THE CELLAR WALL. 5' IS PROVIDED. A 5'
VARIANCE IS REQUESTED. 10' IS REQUIRED BETWEEN THE SAS AND THE PROPERTY LINE.
4' IS PROVIDED. A 6' VARIANCE IS REOUESTED.
TOWN OF YARMOUTH SUBSURFACE DISPOSAL OF SEWAGE REGULATIONS
REGULATION 3.7: DISTANCES 6 LOCATION OF DISPOSAL FACILITIES
50'IS REQUIRED BETWEEN THE SEPTIC TANK AND THE WETLAND. 45' IS PROVIDED.
A 5' VARIANCE IS REOUESTED. !00' IS REOUIRED BETWEEN THE SAS AND THE
WETLAND. 70' IS PROVIDED TO THE TOP OF BANK. A 30' VARIANCE IS REOUESTED.
a
N
GEC CB/DISK FND
VEGETATED I
BVW*8
VWr9 �
FINISH GRADE
CLEANOUT
2 -IJ'
OR SWEEP
Y-6'-173- 1 3 7
o o I74' VENT HOLE
aoeo_
r3-IMANI�FOLD
4' LATERAL
114' PERFORATION IN CROWN OF PIPE
DIAM INSPECTION PORT
2.5•MIN 5' MIN B' SCHEO 40 PVC
HALF PIPE UMBRELLA Fa .9,2 MIN
_ i
A -o
TOP -B.4
........ ..........o... .........Ij NV - 8.0
AYER OF 3/4'-1 1/2 DIA.
LE WASHED STONE _ BOTTOM -7.5
4.5
- 4..
1\ /N I
'
SVWr4
p\r ____ o. F` P ,ter \•. -i ! /
�Y'. 'Sa 4.7 0. O @ CS l ,/_- - i'// t t�% 5.0ell /
�0 •�, 1 • CESSPOOL
/Jfy4/0 _ - v��' Y CES POOL
SERT IC TANX
�p ` e�4 1, Sys ♦\ _ - <\o `\ ry' `` WiFAST UNITJj
Al !� \nR yD� - \ ,-.i/ aV L'O ,up` - Jf �..PROPOSED GRAVEL
04 .4
\ �O \ 5\\ i o �\ \ - 1_ � DR7V£WAY
I fr. /
CBr4 \\. \\ 6y l\ ysoQ a� \ •* j i // //
/ 0\t "?•'i { \t1 /J oos�a oiE ```•.�-------------//
.e9oq \\G. 'IN `T Pi/AIP
INV -!.B gP\'// pQ / \�) - 1 ! o �5(\ // �• CHAMBER
TPrI .! OF '�. METER PIT
\..SLEEVE PIPE a\
', /�v ! oOn x,5.1. --r �0' 20' LONG ..L� i'� ` /
' L1T.r 0;
4 1�----- .. COO - 6 �• c q- 1 114.5 ! .
CDi StP 'fi•\TO S.J��'Co. O 'moi
OSPt..lib\ryo~
x c
1>0
/20'x JO' LE CH IEL 72 e/ OBS % �� \,iS\�t�
r4
O \moi +�
/ F6.7SOIL Ri ALi .�T0'
SEE NOTE
BETA JNJNG LL " + ! \
\\. \\ \�\ 4•''Ic \ S f opt
`\\ 10 TS S. T U &�\ `'<< CDP`\ 5.5 " .j- f . !
_HT1" e
\'\
UPLAND -13.7651 S. F�\ 1Z.
\\ WETLA`kq-6.235' S. F. \\
TOTAL -'20.000* S.F. ` --
CD -6 009
CD COASTAL DU/
CD* LIMIT
o
S v20' DIANt
\ ISI\
PUMP SYSTEM NOTES:
1. PUMP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4
OR EOUAL,
2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN.
J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS.
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO
BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT
HAVING TO ENTER THE PUMP CHAMBER.
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
POWERED BY A CIRCUIT SEPARATE FROM THE PLRIP POWER.
S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION.
4' PVC INLET COUIt ING
MERLTYRY FLOAT
SII Tows VEEP
HOLE
ALARM ON_
PUMP ON 4 YVALL VE
6.5' RAM
PLNP OFF PUMP
6Y AV
PUMP DETA I L :NOT TO SCALE
USING 1000 GAL. PUMP CHAMBER
WATERTIGHT AND WATERPROOF
PVC OUTLET
4BN
5.7
INVERT ELEVATIONS:
0'
DESIGN CRITERIA:
TEXTURE
INVERT
AT BUILDING:
4.25
DESIGN FLOW:
INVERT
IN SEPTIC TANK:
4.05
4 BEDROOMS AT 1/0 G.P.D. PER
INVERT
OUT SEPTIC TANK:
3.8
BEDROOM EOUALS 440 G.P.D.
4.5
INVERT
IN PUMP CHAMBER.,
3.75
INVERT
IN LEACH FIELD:
8.0
NO GARBAGE GRINDER
BOTTOM
LEACH FIELD:
7.5
........
...................
....
/.9
STAKED. DUG -IN FABRIC SILT FENCE. -THE FENCE SHALL
SEPTIC TANK REOUIRED:
7c/
NIGH GROUND WATER:
2,5
440 G.P.D. X 200X - 880 GAL.
OBSERVED GROUND WATER:
1.9
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
3/I
BOTTOM
OF TEST BORING #2:
-17.1
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
SOIL ABSORPTION SYSTEM REOUIRED:
C2
LOAMY
DESIGN PERC RATE ( 5 MIN/INCH
SAND
SOIL TEXTURAL CLASS - I
CONSERVATION COMMISSION.
64'
• • •• • •....
....• . •• ............
EFFLUENT LOADING RATE - 0.74 GPD/SF
-0./
C`3
440 GPD / 0.74 GPD/SF - 595 S.F. REOUIRED
2.5Y
2, NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
PROVIDED: 20'x 30' LEACH FIELD. 6' DEEP
SAND
5/1
AREA - 600 S.F. x 0.74 - 444 G.P.D.
WETLAND SIDE OF THE WORK LIMIT.
96'
SOIL TEST
PIT DATA
-2.8
INDICATES
INDICATES
PEAT
PERCOLATION
OBSERVED
ORGANIC
TEST
GROUNDWATER
156'
TB #1
TB *2
DATE:
HORIZON TEXTURE
COLOR
HORIZON TEXTURE COLOR
0'
5.2
0'
5.2
TEST
FILL
A
BRACKEN
SHALL BE ACCOMPLISHED SY APPLICATION OF MULCH AND/OR
401-
0'
1.9
-
FILL
-_
BY: AMY VONHONE
40'
1.9
PEA T
188' ..........................................
-10.5
PEA T
C I COARSE
SAND
148
..........................................
-7.1
200 -..........................................
-11.5
C I COARSE
2.5YC2
FINE
SAND
6/1
SAND
216.......
-12.8
C3 MEDIUM
SAND
216'
-12.8
264'
-17.1
DATE: OCTOBER
8. 2002
TEST BY: STEPHEN HAAS
WITNESSED BY:
AMY VONHONE
PERC RATE: (
2 MIN/INCH ASSUMED IN Cl
TP #1
\
0'
HORIZON
TEXTURE
COLOR
5.2
A SAAND
CONSERVATION NOTES:
8 .
.............................
.......
4.5
1. f THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT
L I L L
FENCE AS REOUIRED BY THE CONSERVATION COMMISSION.
i
THE FENCED WORK LIMIT40
SHALL CONSIST OF A CONTINUOUS.
-..
........
...................
....
/.9
STAKED. DUG -IN FABRIC SILT FENCE. -THE FENCE SHALL
7c/
SANDY
/AYR
LOAM
3/I
REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
C2
LOAMY
SUCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE
SAND
CONSERVATION COMMISSION.
64'
• • •• • •....
....• . •• ............
-0./
C`3
MED -COARSE
2.5Y
2, NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
SAND
5/1
WETLAND SIDE OF THE WORK LIMIT.
96'
..... :....................................
-2.8
C4
PEAT
J. STONE TRENCHES ARE TO BE INSTALLED ALONG THE DRIP LINE
ORGANIC
FOR ROOF RUNOFF CONTROL.
156'
7.8
DATE:
MARCH
24. 1999
4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
TEST
BY: FLAHERTY. STEFANI
A
BRACKEN
SHALL BE ACCOMPLISHED SY APPLICATION OF MULCH AND/OR
WITNESSED
BY: AMY VONHONE
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA
THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS
AS SHOWN AROUND THE PROPOSED DWELLING SITE.
6. ALL DEBRIS SHALL BE LADED FROM THE SITE AS IT 1S
PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
HANDL I NG FAC I L I TY. r
N Of PR't.
7. A LANDSCAPE PLAN IS TO BE REVIEWED AND APPROVED BYq/fF'���
THE CONSERVATION ADMINISTRATOR PRIOR TO CONSTRUCTION. $ e
CrnL "r_
35 el
8. REFER TO ANY ORDER OF COND I T IONS ISSUED FOR THEy�'Af 4iGaC��sto-
PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION NAL
COMMISSION. -"
,5 / TE- P L A/\/ OL ,4 1\.10
7 STONE AVENUE. MAP 20. PARCEL 30
WE S T YA R"O U "A
PREPARED FOR :
AIIART/N RE- III LLY
27 NANTUCKET STREET . HYA/V/\/ / S . MA 0.2601
SCAL E : / " - 20 AUGUST /0. 2007
REVISED: SEPTEMBER 13. 2007 REVISED: OCTOBER 2. 2007
REVISED: SEPTEMBER 17. 2007
EAGLE S U R V E Y I N G, INC
_ 923 Route 6A
Yormouthport MA. 02675
( 508) 362-8 1 32
( 508) 432-533'S
0 w. 10
_ 20 40
INSPECTION PORTS FOR
FAST UNIT TO BE BROUGHT ACCESS COVERS MUST BB
TO FINISH GRADE TO FINISH GRADE
BLOWER TO BE PLACED
WITHIN 60. OFF FAST UNIT (IVENT
/
I 1 II l8- YIN
9' MINIMUM COVER
1-1/4' PERF PIPE MIN. 2. OF
W/6' HALF PIPE PEASTONE�
UMBRELLA
9.2 M/N 2X
0.0 0 0
��� 3.a 3' MANIFOLDS I I
4.05 ` 3.75 7• J
3/4' - 1 1/2' DIA. 40 MIL POLY
1500 GAL . DOUBLE WASHED STONE VAPOR BARRIER
H ?0 PUMP CHAMBER
H-20 SEPTIC TANK WATERTIGHT AND iv OBSERVED
FAST READY 20'x 30' - GROUNDWATER. EL -1.9
FACTORY WATERPROOFED
WATERTIGHT AND LEACH FIELD
FACTORY WATERPROOFED 6' CRUSHED STONE OR
COMPACTED BASE
PROF I L E: NOT TO SCALE
GENERAL NOTES: BOUYANCY CAL CUL4 T I ONS :
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION SEPTIC TANK DISPLACEMENT - (2.5-f-0.71 x 11 x 6.17 - 217 C.F.
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING 217 C.F. x 62.4 */C.F. - 13540*. H-20 TANK - 21230* OK
PURPOSES ONLY.
PUMP CHAMBER DISPLACEMENT - 12.5-(-I.0) x 9 x 5.25 - 165 C.F.
2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS 165 C.F. x 62.4 */C.F. - 10296*. H-20 TANK - 14500. OK
SET. SEE SITE PLAN.
3. LIMIT OF WETLAND VEGETATION WAS DELINEATED
BY HAULYN CONSULTING. LIMIT OF COASTAL DUNE
WAS DELINEATED BY ENSR.
4. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
5. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
6. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
7. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE
REINFORCED PRECAST CONCRETE. WATERTIGHT AND
WATERPROOF. D -BOX SHALL BE WATER TESTED TO
CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
6. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
9. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS. THE FOLLOWING INSPEC-
TIONS SHALL BE DONE AT A MINIMUM:
I. DURING THE REQUIRED EXCAVATION.
2. FOOTING FORMS AND REBAR PRIOR TO POURING
3. WALL FORMS AND REBAR PRIOR TO POURING,
4. FINAL INSPECTION OF SEPTIC TANK. PUMP AND
LEACHING FIELD PRIOR TO BACKFILLING.
l0. ALL UNSUITABLE MATERIAL (FILL AND PEAT)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND TO A DEPTH OF 12'-I6' AND REPLACED
WITH SAND IN ACCORDANCE W I TH TITLE 5.
ll. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR
LOCATION ONLY AND SHALL CONSTRUCTED IN ACCOR-
DANCE WITH THE DESIGN PROVIDED ON A SEPARATE
SHEET.
12. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
l3. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
14. INSTALLATION OF FAST UNIT TO BE CERTIFIED BY
FAST REPRESENTATIVE. A YEARLY INSPECTION AND
MAINTENANCE CONTRACT SHALL BE MAINTAINED WITH
THE FAST REPRESENTATIVE.
15. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED
AND BACKFILLED WITH CLEAN SAND.
OY
LOCU /
J' LEWIS BAY
I
LOCUS MAP
VARIANCES REQUIRED:
CLEANOUT
SEE DETAIL
B. 5
REINFORCED CONCRETE
RETAINING WALL TO BE
FACED WITH A STONE VENEER
AND/OR HIDDEN WITH A ROW
OF SHRUBS OR BURIED.
TITLE S. MAXIMUM FEASIBLE COMPLIANCE
SECTION 15.211:(1) MINIMUM SETBACK DISTANCES
10' IS REOUIRED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE. 8' IS PROVIDED.
A 2' VARIANCE IS REQUESTED. 10' IS REQUIRED BETWEEN THE PUMP CHAMBER AND
THE PROPERTY LINE. 2' 1S PROVIDED. AN 8' VARIANCE 1S REQUESTED. 10' IS
REQUIRED BETWEEN THE PUMP CHAMBER AND THE CELLAR WALL. 5' IS PROVIDED. A 5'
VARIANCE IS REQUESTED. l0' IS REQUIRED BETWEEN THE SAS AND THE PROPERTY LINE.
4' IS PROVIDED. A 6' VARIANCE IS REQUESTED. 10' IS REQUIRED BETWEEN THE SEPTIC
TANK AND THE CELLAR WALL. 6' IS PROVIDED. A 4' VARIANCE IS REQUESTED.
TOWN OF YARMOUTH SUBSURFACE DISPOSAL OF SEWAGE REGULATIONS
REGULATION 3.7: DISTANCES A LOCATION OF DISPOSAL FACILITIES
50'1S REQUIRED BETWEEN THE SEPTIC TANK AND THE WETLAND. 45' IS PROVIDED.
A 5' VARIANCE IS REQUESTED. 100' IS REQUIRED BETWEEN THE SAS AND THE
WETLAND. 70' IS PROVIDED TO THE TOP OF BANK. A 30' VARIANCE IS REQUESTED.
2.
kid
GEC CB/DISK FNO
Ca•l
a
YN*9
Y /
�o
06
pPPk_
4 .
s
INV -l.$ ,Sp i� OF Tv
-
B
CD*3
ca
,'iR`R // • /' �'o o /20'x JOLE CH IEC TBJ1 ,/ OBS
CD*4 SOIL RE AL
SEE NOTE \ dDO �b'g.• y
c.
RETAINING LL P�
'LOTS S. T. U Q\ ''<< C005 5 = ` + d>`
c-
�INvLs \\\
UPLAND -13.765* S.F X
`\ WETLAND -6.235' S.F.
\ TOTAL -20.000± S.F.-
` CD•9
CD* LIM'T
OF
Coo DUN \
o* \�
0
roq
9�
m
V `
VEGETATED W
FINISH 6R,AD£
I CLEANOUT
2-45• I�I{
OR SWEEP
r6'--73.13'7
VENT HOLE
!-1/4' LATERAL \
I/1' PERFORATION IN CROWN OF PIPE
J' MANIFOLD
4' DIAM INSPECTION PORT
2.5'NIN 5' WIN 6' SCHED 40 PVC
HALF PIPE UMBRELLA MIN
TOP -8.4
�----- ----- - _- ---p^ STONE -'T
�......._ .. ......... .. 0.........0.. ... ......I1NV - e.0
Y£R OF 5/4'-1 I/2 DIA
E WASHED STONE _ BOTTOM -7.S
a
BVW*J
I'll N
`i0 •�. `= BVW*6
G & 4
8405 �.r" ,�/• i 5.0 /
C£S$POOLN
SERTIC TAvx
p•`(L�
PROPOSED GRAVEL
{ ?� DRIVEWAY
O Ar PUMP
CHAMBER \C ' SS \e 5
METER PIT ,'^ , 6 Eos
00 SLEEVE PIPE P\yP
/ p1
i / o41j4YF �
<'�
/
=--4-9.5 /
= o
PUMP SYSTEM NOTES
1. PUMP TO BE LAYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4
OR EQUAL.
2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN.
J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS,
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO
BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT
HAVING TO ENTER THE PUMP CHAMBER.
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
POWERED BY A CIRCUIT SEPARATE FROM THE PNIP POWER.
S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION.
4' PVC INLET
?Jo.
�2Tv�
PUMP DE TA I L :Nor To SCALE
USING 1000 GAL. PUMP CHAMBER
WATERTIGHT AND WATERPROOF
Z PVC OUTLET
INVERT ELEVATIONS:
COOL
I NO
4.25
KRCVRY FLOAT
INVERT IN SEPTIC TANK.,
4.05
SW/TCNFW WEEP
INVERT OUT SEPTIC TANK:
3.8
HOLE
INVERT IN PUMP CHAMBER:
3.75
ALARM ON :. C.cW
INVERT IN LEACH FIELD:
8.0
PUMP ON VALVE
BOTTOM LEACH FIELD:
7.5
S.3• RAW
2.5
PLYP OFF Pow
l.9
a'3 P
8'
..................................
PUMP DE TA I L :Nor To SCALE
USING 1000 GAL. PUMP CHAMBER
WATERTIGHT AND WATERPROOF
Z PVC OUTLET
INVERT ELEVATIONS:
BY. STEPHEN HAAS
INVERT AT BUILDING:
4.25
INVERT IN SEPTIC TANK.,
4.05
IN Cl
INVERT OUT SEPTIC TANK:
3.8
INVERT IN PUMP CHAMBER:
3.75
INVERT IN LEACH FIELD:
8.0
BOTTOM LEACH FIELD:
7.5
HIGH GROUND WATER:
2.5
OBSERVED GROUND WATER:
l.9
BOTTOM OF TEST BORING *2: -17.1
RA
40.4 I L L
DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT 110 G.P.D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 200x - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED.,
DESIGN PERC RATE ( 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
PROVIDED: 20'x 30' LEACH FIELD. 6' DEEP
AREA - 600 S.F. x 0.74 - 444 G.P.D.
SOIL TEST PIT DA TA
INDICATES 7 INDICATES
PERCOLATION = OBSERVED
TEST - GROUNDWATER
TB *I TB #2
EXTURE COLOR 5.2 0" HORIZON TEXTURE COLOR 5 2
FILL
40" 1.9
1.9
PEA T
148 '.......................................... - 7. !
C I COARSE 2.5Y
SAND 6/1
PEA T
188• ............ ............... ......I........ 10.5
C I COARSE
SAND
200' ........................................... 1I.5
C2 FINE
SAND
216' .......................................... -12.8
C3 MEDIUM
SAND
216'' -12.8 264 -17.1
DATE: OCTOBER 6. 2002
CONSERVATION NOTES:
I. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT
FENCE AS REQUIRED BY THE CONSERVATICNtCOMM(SSION.
THE FENCED WORK LIM1T SHALL CONSIST OF A CONTINUOUS.
STAKED. DUG -IN FABRIC SILT FENCE. THE FENCE SHALL
REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
SUCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE
CONSERVATION COMMISSION.
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
WETLAND SIDE OF THE WORK LIMIT.
J. STONE TRENCHES ARE TO BE INSTALLED ALONG THE DRIP LINE
FOR ROOF RUNOFF CONTROL.
4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA
THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS
AS SHOWN AROUND THE PROPOSED DWELLIAG SITE.
6. ALL DEBRIS SHALL BE LADED FROM THE SITE AS IT IS
PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
HANDLING FACILITY.
7. A LANDSCAPE PLAN IS TO BE REVIEWED AND APPROVED BY
THE CONSERVATION ADMINISTRATOR PRIOR TO CONSTRUCTION.
8. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE
PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION
COMMISSION.
C.
F11APOK
No. 2ySOq
0 10 - 20
40
TEST
BY. STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC
RATE: ( 2 MIN/INCH ASSUMED
IN Cl
TP *I
0. HORIZON TEXTURE COLOR
5.2
A LOAMY
SAND
8'
..................................
4.5
FILL
40"
...................................
1.9
-C I SANDY IQYR
LOAM 3/1
48'
...
1.2
C2 LOAMY
SAND
64'
...
... ..... ............... ...
-0. 1
C3 MED -COARSE 2.5Y
5/I
96'SAND
.
2.8
C4 PEAT
ORGANIC
156
-7.8
DATE:
MARCH 24. 1999
TEST
BY: FLAHERTY. STEFANI 6 BRACKEN
WITNESSED BY: AMY VONHONE
S / TE- PLA/V OF LA/VO
7 STONE AVENUE. MAP 20. PARCEL 30
WEST YARMOUTH, "A.
PREPARED FOR
MART/Al FRE/LL Y
27 NANTUCKET S TREET . HYA/V/V / S . MA 01-100/
SCALE: / "- .20' AUGUST /0. .200>-
REVISED:
007REVISED: SEPTEMBER 13. 2007 REVISED: OCTOBER 2, 2007
REVISED: SEPTEMBER 17. 2007 REVISED: OCTOBER 15. 2007
EAGLE SURVEYING INC
923 Route 6A
Yarmouthport, MA. 02675
/`jijll/1 I`� ( 508 ) 362-8132
�V1�/ ( 508 ) 432-5333
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