HomeMy WebLinkAboutApp# 6-A080�� � i
/1�-. �
ti
��fll...`, ''�
�-';/0
SYSTEM D SCALE) TOP FNDN ELEV. 43.1'* PROVIDE 2 RISERS WITHIN 6"
OF FINISH GRADE
ACCESS COVERS (WATERTIGHT) TO ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE -
/� WITHIN 6" OF FIN. GRADE
38.0' MINIMUM .75' OF COVER OVER PRECAST /t - 2% SLOPE REQUIRED OVER SYSTEM 35.0' - 36.0'
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
41.4f *�fOR FIRST 2' /
Egj
f/ 3' MAX.
'
33.85' TEE 33.0'
,_. 32.60'2.43' o0o ED ED O ED OC7 O O j:logo
DB -9 0 32.17' p O E- O ED E3 E3 C7 0
6 CRUSHED STONE OR MECHANICAL O 0 O E=l ED C7 El ID
(14.59 SLOPE) COMPACTION. (15.221 [21) 0 2' E� E� E� E� E� E I o� 30.17'
DEPTH OF FLOW = 4' (16 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE SIZES: 9 67'
INLET DEPTH = 10 H-20 CHAMBERS
OUTLET DEPTH = 14"
PROPOSED BOTTOM TH 2 ELEV. 20.5'
FOUNDATION- 52' SEPTIC TANK 6' D' BOX 28 LEACHING
FACILITY
(LONGEST)
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL PROVIDE GONERS TO
BUILDING SEWER OUTLETS AND ELEVATIONS RADE
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM 28 5'
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE L,
BUILDING. ALARM TO BE ON INV. IN 26.50' �[JI
SEPARATE CIRCUIT FROM PUMP 2- PRESSURE LINE
u' TEE SLOPE TO DRAIN BACK TO PC
ALARM ON WEEP HOLE
FLOAT SWITCH 1000 GAL. MIN.
SETTINGS: PUMP ON CHECK VALVE HALLETS MILL- POND.
THIS SIDE -
8- WORKING RANGE 6' OF BAFFLE MYERS SRM 4 (TIDAL)
8' SUBMERSIBLE 4/10 HP PUMP -
PUMP OFF 18' SYSTEM (OR EQUAL)
�F 0.22
6.84
oo�000 00 00 0000
GAS 6' BAFFLE 11.79
BAFFLE .66'53 2.04
DIST. !
1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION .53
11.3BLDG. 13 3
(NOT TO SCALE) 1
0.54 _- 3
WATERPROOF/WATERTIGHT 3 15.36
6.79 .89
,F 11A9
+ 7 : +®b0 +13.75
FOR PROPOSED POOL CABANA: i .69 +t 18.83
11 .34
7.93 �9y I1.i;0
CO
USE (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER +6.90 � 117.43 17.5 018.19 202
COMBINATION 9.05 2L23
USE (1) H-20 D'BOX WITH INLET TEE W is ' +v9 BOULDER
11.10
2" PRESSURE LINE TO PROPOSED LEACHING FACILITY X006 +.50
(SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND`4tAA�Y +1
O
LENGTH OF PIPING) +230
PROP. 4FENCE
(PER STATE AND
4.06 LOCAL REGS)
BENCHMARK: NAIL
- SET IN TREE AT
ELEV. 30.0'
6.7
N
in
_�_ PROP. POOL
FLOODZONE ELEV. 11
(= COASTAL BANK)
FOR MAIN DWELLING:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2 )_= 11.00
USE A 1500_ GALLON SEPTIC TANK
LEACHING:
SIDES: 2(59 + 10.83) 2 (.60) = 167
BOTTOM: 59 x 10.83 (.60) = 383
TOTAL: 916 S.F. 550 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT
SIDES
BOARD OF HEALTH
. MA
APPROVED DATE
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
cy�100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
B2s TEST BORING
+22.17
+29.53
+28.48
30.76 COQ
0 +28.97 Q
+30.99 O
C
PND �`
oM
+32.00 SEj FR'� � +29.13
OEi'
"Do
> 150' TO SAS j- PROP WELL
32.76
+31.00 +28.77 a,
33.52
g
29.77 +28.43
PROP. H-201500 GAL
SEPTIC TANK/PUMP
CHAMBER COMBINATIO
INVERT IN ELEV.
26.50'
30.35
#28.94
1
.1
.` +27.75
+28.01
+28.69
C)DO
;
*27.64 j29�p��' �t
f, }32663
ER
t 28.0
!
+27.44 '� 8.49+27.82
27.67
im
n +27.24
1
;
i
i
41.15' 1773'
}25.91
N �
CP
w �
1
�2s.21
PROVIDE APPROX. 172'
OF 40 MIL LINER AT 5'
OFF SAS,
SURROUNDING
PERIMETER. TOP AT
ELEV. 33.0', BOTTOM
AT ELEV. 29.0' -C
+27.12
PROP. CABANA
N
O
In
PROVIDE INSULATING
BLANKET/REQUIRED SOIL COVER
OVER PIPING
+27.96
O 29.72
I + 732
00
9� .5' PROP H-20 1500
GAL SEPTIC TANK
+27.74
rn
+30.43 EXISTING
off 508-362-4541
fox 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
98-355
o CESSPOOL
TH
SHE +48.37
+4 .77
35.45
I------ 3. P
2
r-`
+42.12 +49.82
I ------ +4 1
; DECK
i C
x EXISTING
DWELLING 44 6 =
r -cop CONC BLOC'* FNDN.
45 ; DECK ELEV = 43.1'
I 4 Dai o
.86+44�R3` 1 1
so
I `1+143.95 I
1 1
4,43.85 !� i
+-i-__BRIC ; i
,,+A32
.BVALKS 1,
.r4g- q-'-- - §43h7e
+48.57
4s.ee------
J7347
T
B3
STONE 81 a , wRE
46 9
I DRIVE - ''t
I
43.99
I1'43.56
1 I B2� '}4304 431 +43.7
1 I 1 +4 24
I 2 �
+113 + 41 ; GI
rn I I I + .71 ,t43. Q +44.24
i 1 _ +42.41 ; 1 A +42.60 +43 7q
1
v 5.90.
C DRAIN 1
z I � 1 ,{43.30
2.401, 1143.23
I+44.1 +42.33 }4 .0i I
}44, 1 PAVED I
+ .72 ; }4 .98 DRIVE ;
1
I I 11 +`2.96 1
I 1
i 1 1
+42.57 ; `
1 42.48•, I
5.4I [� I ; 't 42.80 I
li +44. n+ 87 .55 +4J.63 ( ; +42.70 ,1 L
+ �4
+'42.56
}aa.aQ _-...
+'L��7 1 !�42.6
ROUTE 6A
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 13094-A
FLOOD ZONE: A3 ELEV. 11 & C
TEST HOLE
BORINGS
ENGINEER: RICK JUDD, RS
1
4
ELEV.: z
L�
ELEV.
Q
ELEV. 41.5 +
RS/ HOLLY DOWDEN
0"
PERC. RATE = 6 MIN/INCH
TOP &
TOP &
TOP &
SUBSOIL
SUBSOIL
FAILED
SUBSOIL
3.
3.
3.
ELEV.
Q
DENSE SILTY
SILTY GREY
0"
27.6' 0"
GREY CLAY
SAND/CLAY
BROWN SAND
SILTY
GRAVEL
DENSE GRAY.
FILL 9"
GRAY/BLACK
8'
36
B
8,
SAND
DRY
SL
DRY
12'
+
BROWN/GREY
4/6
GREY SILTY
CLAY
32.67'
SAND/CLAY
TR F. GRAV
FINE -MED
MIX
13'
DRY
72"
SAND/THIN
13'
C
LAYER OF
14'
SILTY SAND
FINE -MED
WET
SAND TR.
74'
GREY SILTY
2.5Y 6/4
BROWN CLAY
CLAY
SAND/CLAY
15'
DRY
LOAM
FINE -MED
MIX
162"
20.5'
SAND BROWN
NGWE
DRY
18'
WET
FINE MED.
16'
SAND
A
FINE MED
GREY SILTY
SAND
SAND/CLAY
DRY
BROWN
z
MIX
181
DRY
20'
19'
TR. GRAVEL
off 508-362-4541
fox 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
98-355
o CESSPOOL
TH
SHE +48.37
+4 .77
35.45
I------ 3. P
2
r-`
+42.12 +49.82
I ------ +4 1
; DECK
i C
x EXISTING
DWELLING 44 6 =
r -cop CONC BLOC'* FNDN.
45 ; DECK ELEV = 43.1'
I 4 Dai o
.86+44�R3` 1 1
so
I `1+143.95 I
1 1
4,43.85 !� i
+-i-__BRIC ; i
,,+A32
.BVALKS 1,
.r4g- q-'-- - §43h7e
+48.57
4s.ee------
J7347
T
B3
STONE 81 a , wRE
46 9
I DRIVE - ''t
I
43.99
I1'43.56
1 I B2� '}4304 431 +43.7
1 I 1 +4 24
I 2 �
+113 + 41 ; GI
rn I I I + .71 ,t43. Q +44.24
i 1 _ +42.41 ; 1 A +42.60 +43 7q
1
v 5.90.
C DRAIN 1
z I � 1 ,{43.30
2.401, 1143.23
I+44.1 +42.33 }4 .0i I
}44, 1 PAVED I
+ .72 ; }4 .98 DRIVE ;
1
I I 11 +`2.96 1
I 1
i 1 1
+42.57 ; `
1 42.48•, I
5.4I [� I ; 't 42.80 I
li +44. n+ 87 .55 +4J.63 ( ; +42.70 ,1 L
+ �4
+'42.56
}aa.aQ _-...
+'L��7 1 !�42.6
ROUTE 6A
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 13094-A
FLOOD ZONE: A3 ELEV. 11 & C
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL. WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE
ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS PROPOSED SEPTIC TANK.
12. ELECTRICAL PERMIT REQUIRED
f
I-
TITLE 5 SITE PLAX; _ -7-1
of 30 HALLET STREET (RTE 6A'
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: ALLEN & GLORIA LARSON
30 0 30 60 90
SCALE: 1' = 30' DATE: AUGUST 9, 2005
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL. H-20)
TEST HOLE
LOGS
ENGINEER: RICK JUDD, RS
WITNESS: BRUCE MURPHY,
RS/ HOLLY DOWDEN
DATE: 6/23/05
PERC. RATE = 6 MIN/INCH
CLASS II SOILS
FAILED
ELEV.
ELEV.
Q
Q
0"
27.6' 0"
34.0'
-
AP
SL
FILL 9"
1OYR 4/3
36
B
SL
ORGANIC
PEAT1OYR
16"
4/6
32.67'
WATER WEEP 0 40'
C
STONES,
72"
COBBLES,
C
BOULDERS
SL
PERC
74'
SANDY
2.5Y 6/4
CLAY
LOAM
168"
162"
20.5'
NGWE
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL. WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE
ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS PROPOSED SEPTIC TANK.
12. ELECTRICAL PERMIT REQUIRED
f
I-
TITLE 5 SITE PLAX; _ -7-1
of 30 HALLET STREET (RTE 6A'
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: ALLEN & GLORIA LARSON
30 0 30 60 90
SCALE: 1' = 30' DATE: AUGUST 9, 2005
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL. H-20)