Engineered Plan - 2007ACCESS COVERS MUST BE WITHIN
INSPECTION 9* MINIMUM,
6',OF FINISHINVER.T ELSE VA, T 1ONS '. DES I GN CR I TERI A. GENERAL,. `NO TES:
AD TCOVER: I , G -
POR 3' MAXIMUM
.-INVERT AT BUILDING 10/:: ;99.66
..FIRST 2' TO DFSIGN FLOW.
INVERT AT BUILDING #2: 99,24 3 BEDROOMS AT 116 G.P.D. PER THISPLANIS FOR THE,DESIGN AND CONSTRUCTION
BE. L E VEL IN 2* OF PEA S TONE,
"INVERT IN SEPTIC TANK: 97.1 ZOUAL S 330 G.P.D. 'SYSTEM ONL Yi.
ff BEDROOM OF THE SEWAGE, DISPOSAL'S
4* DIAM PIPE
3 14' 1 112' DIA. INVERT OUT SEPTIC TANK: � 96.85
INVERT IN DIST. .'BOX: 96.62 NO GARBAGE GRINDER 2. VERTICAL DATUM - IS ASSUMED. ,FOR .BENCH MARKS
6. GAS 96 ,8511, 96. 45 0, 0' DOUBLE WASHED STONE
T, 1 95.6 INVERT OUT DIST. BOX: P5.45 SET. SEE SI TE PLAN.
SAFFLE-1 - 96- 5 H . 16H CAPACITY INFILTRATOR "INVERT IN LEACH CHAMBER: 96.43 SEPTIC TANK REQU . I I RED , :
3 OUTLET 339 G. P. D. X 200v 660_GAL , 3. _ALL CONSTRUCTION METHODS AND MATERIALS AND
CHAMBERS W13. 5 STONE AROUND
D -BOX BOTTOM OF LEACH CHAMBER. : 95.6 OVI,
1506 GAL SEPTIC TANK PROVIDED: 1500 GAL. MIN. MA INTENANCE -OF THE SEPTIC: SYSTEM SHALL
10'w x 38'1 x IO'd 'ADJUSTED GROUND WATER: NIA
CONFORM TO MASS. D.E.P. : T1 TLE 5 AND LOCAL
SEPTIC T) CRUSHED STONE OR
OBSERVED GROUND WATER: _NIA SOIL ABSORPTION SYSTEM REOUIRED: BOARD OF HEALTH REGULATIONS,
COMPACTED BASE
`BOTTOA4 OF TEST HOLE 89.0 DESIGN PERC RATE (5 MIN/ INCH
PROFILE -:NO T TO SCALE SOIL TEXTURAL CLASS 4. ALL SEPTIC.SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT. LOADING RATE -0. 74 GPDISF, AREAS SUBJECT,,TO VEHICULAR TRAFFIC OR GREATER
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH
STANDING H-20 WHEEL LOADS.
PROVIDED: 5 HIGH CAPACITY INFILTRATOR
SM. \CB10ENTER CHAMBERS WI3.5'±.STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
EL -10 . 4.70 460 S.F. x 0.74 340 GPD APPROVED EQUAL.
6. SEPTIC TANK AND 0 -BOX SHALL BE REINFORCED
SO I L TES T P I T DA TA PRECAST CONCRETEIAND WATERTIGHT. D -BOX SHALL.
on I ND I CA TES V INDICATES BE WA TER, TESTED TO CHECK FO!, LEVEL WHEN THERE
PERCOLATION OBSERVED IS MORE THAN ONE OUTLET.
TEST GROUNDWATER
aY 2 -12 -OAK 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
TP 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
16 -PINE
HORIZON TEXTURE COLOR FOR LOCATION OF UNDERGROUND UTILITIES.
0' 99,0
LOAMY IOYR
0 A
8. EXISTING CESSPOOLS TO BE PUMPED DRY AND
D -BOX SAND 313
OAK CL US TER BACKFILLED.
66 9 �56
4
3 HIGH CAPACITY 6 . .......................................... - 98.5
Z INFILTRATOR CHAMBERS '.4
,ice p LOAMY IOYR
W13.5't STONE AROUND
SAND 516
............. ...........
30' - 96.5
$LAS
MED I UM IOYR
1500 GALLON i SAND 614
LOCUS MAP
_57
<
0 /0 20 40
UP 107512
C
,,V/DH .FND
120-I NO WATER
DATE: SEPTEMBER 5. 2007
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERCRATE: ( 2 MIN/INCH
kov
Id
L -7
Zee
89.0
I - -
cl;l jj
ttSzJ C TrS
CLrAA\lOUT
CIVIL
7
DD
Ym
aroun Uc-ntt -]Dzpnrtment IF @ 12W 12 DD
O '�-�QCI TZ
NOV
, Z-
2 00 7
1�
-OV 2007 7.' 49-
HEALTH DEPTT
.
rito
LEGEND
0 CB
CONCRETE BOUND
_W_
WATER L I NE
O
�r 7-
77 77
GAS LINE
OHW-
7
0
LIGHT POST
-E
UNDERGROUND ELECTRIC LINE
-T- ,
va UNDERGROUND TELEPHONE LINE
m q
UNDERGROUND 'CABLEVI SION LINE
+40.4
SPOT ELEVATION
,-40--
EXISTING CONTOUR
ACCESS COVERS MUST BE WITHIN
INSPECTION 9* MINIMUM,
6',OF FINISHINVER.T ELSE VA, T 1ONS '. DES I GN CR I TERI A. GENERAL,. `NO TES:
AD TCOVER: I , G -
POR 3' MAXIMUM
.-INVERT AT BUILDING 10/:: ;99.66
..FIRST 2' TO DFSIGN FLOW.
INVERT AT BUILDING #2: 99,24 3 BEDROOMS AT 116 G.P.D. PER THISPLANIS FOR THE,DESIGN AND CONSTRUCTION
BE. L E VEL IN 2* OF PEA S TONE,
"INVERT IN SEPTIC TANK: 97.1 ZOUAL S 330 G.P.D. 'SYSTEM ONL Yi.
ff BEDROOM OF THE SEWAGE, DISPOSAL'S
4* DIAM PIPE
3 14' 1 112' DIA. INVERT OUT SEPTIC TANK: � 96.85
INVERT IN DIST. .'BOX: 96.62 NO GARBAGE GRINDER 2. VERTICAL DATUM - IS ASSUMED. ,FOR .BENCH MARKS
6. GAS 96 ,8511, 96. 45 0, 0' DOUBLE WASHED STONE
T, 1 95.6 INVERT OUT DIST. BOX: P5.45 SET. SEE SI TE PLAN.
SAFFLE-1 - 96- 5 H . 16H CAPACITY INFILTRATOR "INVERT IN LEACH CHAMBER: 96.43 SEPTIC TANK REQU . I I RED , :
3 OUTLET 339 G. P. D. X 200v 660_GAL , 3. _ALL CONSTRUCTION METHODS AND MATERIALS AND
CHAMBERS W13. 5 STONE AROUND
D -BOX BOTTOM OF LEACH CHAMBER. : 95.6 OVI,
1506 GAL SEPTIC TANK PROVIDED: 1500 GAL. MIN. MA INTENANCE -OF THE SEPTIC: SYSTEM SHALL
10'w x 38'1 x IO'd 'ADJUSTED GROUND WATER: NIA
CONFORM TO MASS. D.E.P. : T1 TLE 5 AND LOCAL
SEPTIC T) CRUSHED STONE OR
OBSERVED GROUND WATER: _NIA SOIL ABSORPTION SYSTEM REOUIRED: BOARD OF HEALTH REGULATIONS,
COMPACTED BASE
`BOTTOA4 OF TEST HOLE 89.0 DESIGN PERC RATE (5 MIN/ INCH
PROFILE -:NO T TO SCALE SOIL TEXTURAL CLASS 4. ALL SEPTIC.SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT. LOADING RATE -0. 74 GPDISF, AREAS SUBJECT,,TO VEHICULAR TRAFFIC OR GREATER
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH
STANDING H-20 WHEEL LOADS.
PROVIDED: 5 HIGH CAPACITY INFILTRATOR
SM. \CB10ENTER CHAMBERS WI3.5'±.STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
EL -10 . 4.70 460 S.F. x 0.74 340 GPD APPROVED EQUAL.
6. SEPTIC TANK AND 0 -BOX SHALL BE REINFORCED
SO I L TES T P I T DA TA PRECAST CONCRETEIAND WATERTIGHT. D -BOX SHALL.
on I ND I CA TES V INDICATES BE WA TER, TESTED TO CHECK FO!, LEVEL WHEN THERE
PERCOLATION OBSERVED IS MORE THAN ONE OUTLET.
TEST GROUNDWATER
aY 2 -12 -OAK 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
TP 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
16 -PINE
HORIZON TEXTURE COLOR FOR LOCATION OF UNDERGROUND UTILITIES.
0' 99,0
LOAMY IOYR
0 A
8. EXISTING CESSPOOLS TO BE PUMPED DRY AND
D -BOX SAND 313
OAK CL US TER BACKFILLED.
66 9 �56
4
3 HIGH CAPACITY 6 . .......................................... - 98.5
Z INFILTRATOR CHAMBERS '.4
,ice p LOAMY IOYR
W13.5't STONE AROUND
SAND 516
............. ...........
30' - 96.5
$LAS
MED I UM IOYR
1500 GALLON i SAND 614
LOCUS MAP
_57
<
0 /0 20 40
UP 107512
C
,,V/DH .FND
120-I NO WATER
DATE: SEPTEMBER 5. 2007
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERCRATE: ( 2 MIN/INCH
kov
Id
L -7
Zee
89.0
I - -
cl;l jj
ttSzJ C TrS
CLrAA\lOUT
CIVIL
7
DD
Ym
aroun Uc-ntt -]Dzpnrtment IF @ 12W 12 DD
O '�-�QCI TZ
NOV
, Z-
2 00 7
1�
-OV 2007 7.' 49-
HEALTH DEPTT
.
rito
LEGEND
0 CB
CONCRETE BOUND
_W_
WATER L I NE
O
HYDRANT
GAS LINE
OHW-
OVER HEAD WIRES
0
LIGHT POST
-E
UNDERGROUND ELECTRIC LINE
-T- ,
va UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND 'CABLEVI SION LINE
+40.4
SPOT ELEVATION
,-40--
EXISTING CONTOUR
F40-1
PROPOSED CONTOUR
EP T/ 0 S )-` S TE/V/ 0 E_ S/ G 11V
66 MORTI-1 ROAL). IVAP Oa. ll='A R CEL 6 4
_141EF"S T YAR "o U T/-/. "A
PREP,4 REO FOR
CA RME-L L A W14 G/VE_/17
SCAL 4F : / " - .20 1 OCTOBER .26. 2007
EAGLE SURVEY I NO I NC
923 Route SA
Yarmouth p ort, MA. 02675
( 508 ) 362-8132
(508) 432-5333