HomeMy WebLinkAbout37 Moss Road Title 5 Site Plan 31 ST FLOOR AT EL. 11.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
{
/;9 p' MINIMUM .75' OF COVER OVER PREC ST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL 2 DOUBLE WASHED PEASTOI
7.00' _ FOR FIRST 2' r
PROP CRAWLSP. PROPOSED 1500 U
6.56' GALLON SEPTIC 6.31 ITEE
TANK (H- 10) GAS o 8.58'
-. a 8.79
8.62' o
(2 % SLOPE)
NOTE: FLOODZONE DEPTH OF FLOW = '4,
FOUNDATION REQUIRED TEE SIZES:
(DESIGN BY OTHERS)
INLET DEPTH 1O"
OUTLET DEPTH = 14"
FOUNDATION- 22' ST
ALARM AND CONTROL PANEL
7D BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ALARM
FLOAT SWITCH
SETTINGS, PUMP
WORKING RAI
1000 GAL. H-10
500 GAL.+
RESE�RVE
1 8'
BAFFLE
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(-!-% SLOPE) ( % SLOPE)
_PUMP
5. CHAMBER 3s'
F
SLOPE TODRAIN BACK TO PC
WEEP HOLE
CHECK VALVE
MYERS SRM4
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
0.58'
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
--,
3/4" TO 1 1/2" DOUBLE WASHED STONE
D' BOX 6' LEACHING
FACILITY
40 MIL POLY VINYL AND
MASTIC ON INSIDE OF
-10"-a RETAINING WALL
5
(6) /3 BARS CONT. FOR USE ADJ. WATER AT EL. 3.0
2% V HORIZONTAL REINFORCEMENT (TIDALLY INFLUENCED)
4.0': EL.6.5' (PROPOSED)
_ #4 BARS 12" O.C. FOR VER11CAL
.. REINFORCEMENT
..fi ,,..12 ..
PUMP CHAMBER `t
5' REMOVAL OF UNSUITABLE SOIL rpt4,0, BASE EL.
(NOT TO SCALE) REQUIRED AROUND PERIMETER OF-�2g•;.
LEACHING FACILITY, DOWN TO ... .
WATERPROOF/WATERTIGHT SUITABLE SOIL LAYER. REPLACE c1
[[� qQ WITH CLEAN MED. SAND. NATURAL SOIL
PROVIDE VENT PITH CHARCOAL i1LTER- _
AND BUGSCREEN (FlNAL PLACEMENT PATH -- "f' �.5--- ^�DZO� CONC. RET. WALL (NTS)
OMEOKNER CONSULTATION) - X -
TEST HOLE LOGS
ENGINEER: D.A. OJALA, SE
WITNESS: LYNN MULKEEN
DATE: 10/27/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
ELEV. Q
6.5' 0" 6.4'
0
2"
A
u,
e d
I � �
LOCUS
RADIO LANE
covF a,,." ti
4
0"
-
LS
0
2"
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
.
A
ZONING DISTRICT: R-25
LS
6"
1OYR 3/2
YARD SETBACKS:
B
6.
LS
FRONT = 30'
1OYR 5/8
30"
SIDE = 15'
C
B
Ms
48"
OBS WATER
+ 6.3
2.5Y 6/6
96"
BOARD OF HEALTH LAND SURVEYORS
ELEV. Q
6.5' 0" 6.4'
0
2"
A
u,
e d
I � �
LOCUS
RADIO LANE
covF a,,." ti
SEPTIC DESIGN: (GARBAGE DISPOSE IS NOT ALLOWED ) NOTES:
/ S OVER H""0 UDl - - _ - T as - - DESIGN FLOW: a BEDROOMS (1 10 GPD) = 440 GPD
/ CITIES _-__
USE A 440 GPD DESIGN FLOW 1. DATUM IS NGVD
- PROP. 6' HIGH CEDAR FENCE
6.Q _ -+ 6,2 SEPTIC TANK: 440 GPD ( 2 ) = 880 2. MUNICIPAL WATER IS AVAILABLE
7,0 9• �- ^ 206.00' - - _ 3 MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT
1 I + 6,5 1 �
-�� Pc
I I
� I
tp 1 f I i PERVIOUS
1 CL ITH2 DRIVEWAY
I I
10. 1 17.2
/ +5.X
/ O
PROPOSED 40 MIL
LINER, AT 5' OFF SAS,
TOP AT ELEVATION 9.0'
(CONTINUE FROM / / •0
INSIDE OF WALL)
6.1
L=p3. 77'
0C
-K5.8 MOSS ROAD
+ 5.9
104-290
El/5.3
/ GAR AT EL 9.25'
BENCHMARK: USE MAG NAIL
AT ELEVATION 5.9'
1
O 0 ST 4X 40-+ 5.5
+ .2 2�0
oR'G�
\ Q¢ 0
\
\
PROP. DECK
/
PROP. 4 BR
DWELLING
FIRST FLOOR AT OR
ABOVE ELEV. 11.0'
6R\1I, C\
APPROVED
USE A 1500 GALLON SEPTIC TANK
-
LS
ASSESSORS MAP 14 PARCEL 113
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
.
0
ZONING DISTRICT: R-25
6'
IOYR 3/2
YARD SETBACKS:
-
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
FRONT = 30'
BOTTOM: 40.5
x 15 (.74) = 449
SIDE = 15'
23,6211 SQ.
B
REAR = 20'
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
+ 6.3
TOTAL: 607
PLAN REF. - LCP 14426 G
BOARD OF HEALTH LAND SURVEYORS
LS
FLOOD ZONE: Al2 EL. 10
8•
1OYR 5/8
H-10 STANDARD
4.0' 36"
9•
3.4'
REQUIRED INSPECTIONS AND CERTIFICATIONS
AT SIDES, 3.3'
BETWEEEN ROWS AND 1.5' AT ENDS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
OJALA,
C
DATE
- COMPLETE.
FROM BOARD OF HEALTH.
6.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
MS
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
+ 5.9 100.0
PROPOSED SPOT ELEVATION
OF
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
_5' 50"
OBS WATER
2.2'
DEPOSITED
S. SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
36 MOSS ROAD
- PUMP MECHANISMS AFTER INSTALLATION
EXISTING SPOT ELEVATION
2.5Y 6/6
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
100
PROPosED coNrouR
IN
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
-1.5 1 OB"
_2 6'
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
(WEST) YARMOUTH
100
PLAN.
SEPTIC DESIGN: (GARBAGE DISPOSE IS NOT ALLOWED ) NOTES:
/ S OVER H""0 UDl - - _ - T as - - DESIGN FLOW: a BEDROOMS (1 10 GPD) = 440 GPD
/ CITIES _-__
USE A 440 GPD DESIGN FLOW 1. DATUM IS NGVD
- PROP. 6' HIGH CEDAR FENCE
6.Q _ -+ 6,2 SEPTIC TANK: 440 GPD ( 2 ) = 880 2. MUNICIPAL WATER IS AVAILABLE
7,0 9• �- ^ 206.00' - - _ 3 MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT
1 I + 6,5 1 �
-�� Pc
I I
� I
tp 1 f I i PERVIOUS
1 CL ITH2 DRIVEWAY
I I
10. 1 17.2
/ +5.X
/ O
PROPOSED 40 MIL
LINER, AT 5' OFF SAS,
TOP AT ELEVATION 9.0'
(CONTINUE FROM / / •0
INSIDE OF WALL)
6.1
L=p3. 77'
0C
-K5.8 MOSS ROAD
+ 5.9
104-290
El/5.3
/ GAR AT EL 9.25'
BENCHMARK: USE MAG NAIL
AT ELEVATION 5.9'
1
O 0 ST 4X 40-+ 5.5
+ .2 2�0
oR'G�
\ Q¢ 0
\
\
PROP. DECK
/
PROP. 4 BR
DWELLING
FIRST FLOOR AT OR
ABOVE ELEV. 11.0'
6R\1I, C\
APPROVED
+ 5.1/ 1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS 20 0 20 40 80
/ 1.19' x 10.5 x 5.67 x 62.4 = 4420 (OKAY)
1000 GAL H-10 (SHOREY) PC WGT 8240 LBS
1.24' x 8s x 4.8 z 62.4 3157 LBS (OKAY) SCALE: 1 " = 20' DATE: DECEMBER 7, 2004
132.30'
DATE
USE A 1500 GALLON SEPTIC TANK
-
LEACHING:
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
.
0
LSH OF /44
��
tiG
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
SIDES:
N/A
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LOT 58
BOTTOM: 40.5
x 15 (.74) = 449
ENVIRONMENTAL CODE TITLE V.
23,6211 SQ.
CIVIL ENGINEERS
7•
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
+ 6.3
TOTAL: 607
S.F. 449 GPD
BOARD OF HEALTH LAND SURVEYORS
TO BE USED FOR ANY OTHER PURPOSE.
USE 40.5' x 15' LEACH FIELD OF 2 ROWS OF 6
8•
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-10 STANDARD
INFILTRATORS EACH, WITH 3' STONE
9•
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
AT SIDES, 3.3'
BETWEEEN ROWS AND 1.5' AT ENDS
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
OJALA,
, P.L.S.
DATE
FROM BOARD OF HEALTH.
6.
LEGEND
TITLE S SITE PLAN
+ 5.9 100.0
PROPOSED SPOT ELEVATION
OF
+ 5.7
0
36 MOSS ROAD
100+0
EXISTING SPOT ELEVATION
100
PROPosED coNrouR
IN
THE TOWN OF:
(WEST) YARMOUTH
100
EXISTING CONTOUR
PREPARED
FOR: SAM TRAYWICK
BUOYANCY CALCS:
+ 5.1/ 1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS 20 0 20 40 80
/ 1.19' x 10.5 x 5.67 x 62.4 = 4420 (OKAY)
1000 GAL H-10 (SHOREY) PC WGT 8240 LBS
1.24' x 8s x 4.8 z 62.4 3157 LBS (OKAY) SCALE: 1 " = 20' DATE: DECEMBER 7, 2004
132.30'
DATE
off 508-362-4541
fox 508 362-9880
.
down cdtDe engineering, inc,
LSH OF /44
��
tiG
SNC-
�� AHE
+3.5
�a oala
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CIVIL ENGINEERS
CIVIL
(1JAUA
BOARD OF HEALTH LAND SURVEYORS
�� No. 307
N0. �4a
��..
".
MA 939 main st, yarmouth, ma 02675
:r''
A
OJALA,
, P.L.S.
DATE