83-1708 - Site PlanIST 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 PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
kd,
7.00'
PROP CRAWLSP. PROPOSED 1500
6.56, GALLON SEPTIC
TANK (H- 10 )
( 2 % SLOPE)
NOTE: FLOODZONE DEPTH OF FLOW = 4,
FOUNDATION REQUIRED
(DESIGN BY OTHERS) TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION- 22' ST -
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
INV. IN 6.26'
°7 RUN PIPE LEVEL
FOR FIRST 2'
ITEE �g
cAs 0 .62' 0 8.58' .
BAFFLE o 8.79' �� $~ 0.58'
6" CRUSHED STONE OR MECHANICAL o0
COMPACTION. (15.221 [2])
(-L-;, SLOPE) ( % SLOPE).
2" DOUBLE WASHED P
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
-
M
TEST HOLE LOGS
ENGINEER: D.A. OJALA, SE
WITNESS: LYNN MULKEEN
DATE: 10/27/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV. Q
3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 65' 0" 6.4'
PUMPLEACHING
5 CHAMBER 36 D' BOX 6FACILITY
40 MIL POLY VNYL AND
MASTIC ON INSIDE OF
777
00
6.5 PC
I
,p I ( f PERVIOUS 9.U' S.3
I � ITH2 DRNEWAY GAR AT EL. 9.25*
D i l LO
o
7.2 '- - _ J /
/ + 5.y
/ o
PROPOSED 40 MIL
LINER, AT 5' OFF
TOP AT ELEVATION 9.0'
(CONTINUE FROM
INSIDE OF WALL)
6.1
5.5
-K5.8 MOSS ROAD 4 2
l
1
+ 5.9
BENCHMARK: USE MAG NAIL
AT ELEVATION 5.9' BUOYANCY CALCS:
1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS
1.19' x 10.5 x 5.67 x 62.4 - 4420 (OKAY)
1000 GAL H-10 (SHOREY) PC WGT 8240 LBS
04-290 1.24' x 8.5 x 4.8 x 62.4 = 3157 LBS (OKAY)
PROP. 4 SR
DWELLING
FIRST FLOOR AT OR
.ABOVE ELEV. 11.0'
LOT 58\
+ 5.5 23,621± SQ.
+ 6.3
PROP. LINER AT EDGE OF
ROCK WALL /
+ 5.1�
COBBtEs 132.30'
GRAll RrVE CrNfD
APPROVED
DATE
C71
+ 5.7
b, ------4
rx
7-
+ 3.5
BOARD OF HEALTH
MA
0 0
2" 2-
A
LOCUS
RADIO (ANE
JROAtp)
MOS'
LOCATION MAP NTS
5'.
I
-- 1000 GAL. H-10 S/ u
t r,cc.�o...� �•• -
.:[.-
(6) #3 BARS CONT. FOR Uc
LS
500 GAL.+
SLOPE TO DRAIN BACK TO PC
2�.;
HORIZONTAL REINFORCEMENT
T
FLOAT SWITCH
ALARM ON RESERVE
WEEP HOLE
4'6'
SETTINGS,
PUMP ON
CHECK VALVE
.
'
5.0'
EL.6.5' (PROPOSED)
WDRKING RANGE 8'
MY RS SRM4
_
'.; #4 BARS 12" O.C. FOR VERTICAL
5.3'
SUBMERSIBLE 4/10 HP PUMP
B REAR = 20'
REINFORCEMENT
PUMP OFF 8'
SYSTEM (OR EQUAL).
�-�
-
o00 00000
;E ADJ. WATER AT EL. 3.0'
...6
:.•,
1OYR S/ 8
000000 0000 0000 0000
4.0' 36"
.
PUMP CHAMBER
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
12"4.0'
5' REMOVAL OF UNSUITABLE SOIL
BASE EL
(NOT TO SCALE)
REQUIRED AROUND PERIMETER OF -
;,�t+r-�2g•:..�
3 ENGINEERSHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
WATERPROOF/WATERTIGHT
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
-
�.�
WITH CLEAN MED. SAND.
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
NATURAL SOIL
OBS WATER
_
DEPOSITED
OBS WATER 2.2' 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
-
PROVIDE VENT WITH CHARCOALLrl
AND BUGSCREEN (FINAL PLACEMENT WITH - - _
OMEOWNER CONSULTATION) -
+ �.S_ LANE
CONC. RET.
WALL (NTS)
2.5Y 6/6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
/
-1-5.4_
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
96"
VER H`UTILITIES
- - -4-
- -
5.8
PLAN.
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
-
)
DESIGN FLOW: 4 BEDROOMS
- - PROP.6'
HIGH CEDAR FENCE
- - -
USE A 440 GPD DESIGN FLOW
6D - _
1. DATUM IS NGVD
*6.2
7.0 .,
9.
2. MUNICIPAL WATER IS AVAILABLE
USE A 1500 GALLON SEPTIC
TANK
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
�Q-
1
777
00
6.5 PC
I
,p I ( f PERVIOUS 9.U' S.3
I � ITH2 DRNEWAY GAR AT EL. 9.25*
D i l LO
o
7.2 '- - _ J /
/ + 5.y
/ o
PROPOSED 40 MIL
LINER, AT 5' OFF
TOP AT ELEVATION 9.0'
(CONTINUE FROM
INSIDE OF WALL)
6.1
5.5
-K5.8 MOSS ROAD 4 2
l
1
+ 5.9
BENCHMARK: USE MAG NAIL
AT ELEVATION 5.9' BUOYANCY CALCS:
1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS
1.19' x 10.5 x 5.67 x 62.4 - 4420 (OKAY)
1000 GAL H-10 (SHOREY) PC WGT 8240 LBS
04-290 1.24' x 8.5 x 4.8 x 62.4 = 3157 LBS (OKAY)
PROP. 4 SR
DWELLING
FIRST FLOOR AT OR
.ABOVE ELEV. 11.0'
LOT 58\
+ 5.5 23,621± SQ.
+ 6.3
PROP. LINER AT EDGE OF
ROCK WALL /
+ 5.1�
COBBtEs 132.30'
GRAll RrVE CrNfD
APPROVED
DATE
C71
+ 5.7
b, ------4
rx
7-
+ 3.5
BOARD OF HEALTH
MA
0 0
2" 2-
A
LOCUS
RADIO (ANE
JROAtp)
MOS'
LOCATION MAP NTS
5'.
I
A
LS
LS ASSESSORS MAP 14 PARCEL 113
ZONING DISTRICT: R-25
6"
1OYR 3/2
1OYR 3/2 YARD SETBACKS:
6"
FRONT = 30'
SIDE = 15'
B
B REAR = 20'
PLAN REF. - LCP 14426 G
LS
LS FLOOD ZONE: Al2 EL. 10
;E ADJ. WATER AT EL. 3.0'
1OYR 5/8
1OYR S/ 8
DALLY INFLUENCED) 30"
4.0' 36"
3.4' REQUIRED INSPECTIONS AND CERTIFICATIONS
C
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
C COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3 ENGINEERSHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
-
MS
MS OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
48"
OBS WATER
2.5' 50"
DEPOSITED
OBS WATER 2.2' 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
2.5Y 6/6
/
2.5Y 6/6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
/
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
96"
-1.5 10$"
-2.6' BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
)
DESIGN FLOW: 4 BEDROOMS
(110 GPD)
= 440 GPD
NOTES:
USE A 440 GPD DESIGN FLOW
1. DATUM IS NGVD
SEPTIC TANK: 440 GPD ( 2 )
= 880
2. MUNICIPAL WATER IS AVAILABLE
USE A 1500 GALLON SEPTIC
TANK
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
LEACHING:
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
SIDES: N/A
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
BOTTOM: - 40.5 x 15 (.74)
=
449
ENVIRONMENTAL CODE TITLE V.
TOTAL: 607 S.F.
449 GPD
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
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
3.3'
9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
AT SIDES, BETWEEEN ROWS
AND 1.5'
AT ENDS
INSPECTION BY BOARD OF HEALTH AND PERMI
I SS ON OBTAINED
FROM BOARD OF HEALTH.
LEGEND TITLE `5 SITE PLAN
+ 5.9
700.0 PROPOSED SPOT ELEVATION °F 36 MOSS ROA D
0
cV 100+0 EXISTING SPOT ELEVATION IN THE TOWN OF:
MO 0 PROPOSED CONTOUR (WEST) YARMOUTH
- 100 - EXISTING CONTOUR
PREPARED FOR: SAM TRAYWICK
20 0 20 40 80
SCALE: 1" = 20' DATE: DECEMBER 7, 2004
clown cape engineering, ill
F� CIVIL ENGINEERS
VLAND SURVEYORS
939 main st• yarmouth, ma 02675
",l. I,2`jaS.
ARNE H. OJALA, P.E., P.L.S. DATE