HomeMy WebLinkAbout260 Route 6A - Site PlanLEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-CM-
PROPOSED CONTOUR
(98.4)
PROPOSED SPOT EL.
TH1
(10' TO 6')
1. DATUM IS APPROX. NGVD
TEST HOLE
2
SLOPE OF GROUND
/
UTILITY POLE
ENGINEER:-
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DI
"THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
3 GPD x 133 PEOPLE = 399 GPD
USE A 399 GPD DESIGN FLOW
SEPTIC TANK: 399 GPD (2) = 798
USE A 1500 GAL. 2 COMPARTMENT H-20 SEPTIC TANK
& 1 H-20 1000 GAL. PUMP CHAMBER
LEACHING:
SIDES: 2 (30 + 12.83) 2 (.74) = 126 GPD
BOTTOM 30 x 12.83 (.74) = 284 GPD
TOTAL: 554 S.F. 410 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.25' STONE AT ENDS AND 4' AT SIDES (H-20 LOADING)
MA
APPROVED DATE BOARD OF HEALTH
PROVIDE CONCRETE COVERS TO FINISH GRADE
4"OSCH40 PVC
S=1z MIN.
26.46' =o' 14' 26.21'
TODD CAL :
COMPARTMENT T4'TEE 450
W/ CAS BAFFLE
GALLON
7,
COMPART _
e0• poo[d 6" BAFFLE
o°On oon
MECHANICAL COMPACTION Sc 6" STONE (TYP.) 310 CMR 15.228(1)
1500 GAL H-20 ST- ACME 11' X 6.2' OR APPROVED EQUAL
4' LIQUID LEVEL x 10' x 5' INTERIOR DIMENSIONS
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
S 81'57'00" W
PARCEL 62
40,075± SF
PROP. WATERTIGHT COVER TO GRADE 14 -ILD
, PROVIDE QUICK DISCONNECT FOR PUMP
INV. IN 26.19' rO.25"
000 GAL. H-20 S/T URE LINE
500 GAL+ DRAIN BACK TO PCALARM ON RESERVEFLOAT SWITCH P HOLES
SETTINGS: PUMP ON 8.VE
4" WORKING RANGE SRM 4
4" SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12" SYSTEM (OR EQUAL)
000 000000
000000. 0000 0 0 0000
PUMP CHAMBER
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
07-098
*26..8
(PROP)
SHALL
SYSTEM PROFILEALL MARKED
WITHCOMPONEMAGNETICTTAE OR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
WATERTIGHT
ACCESS COVERS TO FIN. GRADE - 1i -7-D CAST IRON COVERS TO GRADE
2' PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
29.0'N 2% SLOPE REQUIRED OVER SYSTEM 35:0'
MINIMUM .75 OF COVER OVER PRECAST
PROP. TEE CAST IRON
PRECAST
(TYP.)Q RISERS
2'0 4'0SCH40 PVC MORTAR ALL H-20
_ $P PIPES LEVEL 1ST 2' 4 COMPONEnNTTS NV' 1 17 3
ENDS ( ) SIDES
26.46' TEE 3ECOMPTIC �ENr TEE 26.21 ° ° yp®q®® �B®® -H®®® 8 8 %
4' UO. LEVEL o ve000eoa000 o¢ �a°o 0 00 �a®B®®y}�c{®�®®p�{{ ®y®®�®®®��®�® :0 0 0 0°
CMS BAFFLE o ooeo°o°o o° a o°o°oo °o°o°000
ACME OR EOWL e 00... 0 0 o e a .000 000 'O000eo°oo
"o„o e. ®®®®® 8® ®®®®®®®�
SEE DEwL 31.45' °°°
..;. •':'..... TUF-TRE EF -4
•O O O •O. 0 0 0 0 0 0 ;O C EMVET'1T FILTER
00000000000000000000000c (oR EouAL) H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR
o�o„o„0„0„0 0� 0„0„0„0^or w/�MMOpL�OpEEop IN GAS 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED
DEFLECroR ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 12.63'
COMPACTION. (15.221 [21)
WATER -TEST D'BOX FOR LEVELNESS
(_L.6% SLOPE) (-L-% SLOPE) SLOPE) USE ADJUSTED G -W EL.
FOUNDATION - 16' - SEPTIC TANK 2' PUMP 77' D' BOX 13' LEACHING
CHAMBER FACILITY
1
1
1
X
N
rel
n/f VALERIE BUTLER r
u
MAP 122 LOT 63 N0
BENCHMARK: C. `O
BASIN AT EL. 27.0' z
O
TPI]] 2 1
n/f LAWRENCE PERERA
MAP 122 LOT 69 ` r b �1 1
� � 1O
z X090 N N 36' EE 1 I
C) 171)
N / 1 0
00 EXIS
ps (o cni in
�
-4 /
43' ex,
i
r RAMP
/ \\ TTIP STOW
6
,1
ESIDENCE /
i
EXISTING SEPTIC
SYSTEM FOR 9
RESIDENCE TO X00
REMAIN
YARMOUTH NEW CHURCH
PRESERVATION
FOUNDATION
BUILDING
REAR DOORSILL EL.=29.1'
)P OF STONE FNDN = 39.6-
f SIGN
35
34
END
ROOF DRAM
NOTE: ADD ALT. DUPLEX PUMP WITH PANEL
PROP. WATERLINE
(SLEEVE FOR 10'
EITHER SIDE OF
CROSSING WITH
SEWER LINE)
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
-AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
BENCHMARK: TEL MANHOLE COVER
NOTES
VARIANCE REQUESTED UNDER
MFC 15.405:
60"
16: REDUCTION IN SETBACK,
PC TO FOUNDATION
Si LOAM/
(10' TO 6')
1. DATUM IS APPROX. NGVD
TEST
HOLE LOGS
/
120" 1OYR 5/6 25.1'
ENGINEER:-
DANIEL A. OJALA, PE. SE &
2. MUNICIPAL WATER IS AVAILABLE
ARNE H. OJALA, PE, SE
Si LOAM
C
WITNESS:
BRUCE MURPHY, RS
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
DATE: 5/12/11
.
C2
o
PERC. RATE _ < 2 MIN/INCH
MS
CLASS I
SOILS
SILT LOAM
126" OBS WATER 17.5'
ELEV.
ELEV.
1OYR 6/6 18.3'
-
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
28.3' 0"
o
Rood
m ��
FILL
/S
TO BE AASHO H -2Q
6
//X//
10YR 4/2
q/g
A/g
10"
i
B
1OYRL4/2
10YRL4/2
/�,
30"
// / / / 24"
//////
5. PIPE JOINTS TO BE MADE WATERTIGHT.
Locu
32.0'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
Rle 6A
h
c 2
310 CMR 15.000 (TITLE 5.)
a
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
c
BE USED FOR LOT LINE STAKING OR ANY OTHER
o
Sond 1 FF
29,17'
PURPOSE.
ha
8. PIPE FCR SEPTIC SYSTEM TO SCH. 40-4" PVC.
O
EQUAL
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
V
WITHOUT INSPECTION BY BOARD OF HEALTH AND
Dennis
O
PERMISSION OBTAINED FROM BOARD OF HEALTH.
Pond
10.3'
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
LOCUS
���
18.9
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
NOT TO SCALE
REMOVED 5 BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
ASSESSORS
MAP 122 PARCEL
62
12. ELECTRICAL PERMIT REQUIRED
NOTE: ADD ALT. DUPLEX PUMP WITH PANEL
PROP. WATERLINE
(SLEEVE FOR 10'
EITHER SIDE OF
CROSSING WITH
SEWER LINE)
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
-AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
BENCHMARK: TEL MANHOLE COVER
38" 10YR 5/6/
VARIANCE REQUESTED UNDER
MFC 15.405:
60"
16: REDUCTION IN SETBACK,
PC TO FOUNDATION
Si LOAM/
(10' TO 6')
TEST
HOLE LOGS
/
120" 1OYR 5/6 25.1'
ENGINEER:-
DANIEL A. OJALA, PE. SE &
RC1
ARNE H. OJALA, PE, SE
Si LOAM
C
WITNESS:
BRUCE MURPHY, RS
78" 1OYR 5/6 21.5'
DATE: 5/12/11
.
C2
CS & GRAVEL
PERC. RATE _ < 2 MIN/INCH
MS
CLASS I
SOILS
SILT LOAM
126" OBS WATER 17.5'
ELEV.
ELEV.
1OYR 6/6 18.3'
0"
35.1' 0"
28.3' 0"
28.0'
GROUNDWATER ADJUSTMENT DATA:
FILL
FILL
/S
24„
6
//X//
10YR 4/2
q/g
A/g
10"
i
B
1OYRL4/2
10YRL4/2
/�,
30"
// / / / 24"
//////
38" 10YR 5/6/
/
L/�/cLC1
B
60"
/1R 5/4 23.3'
48" 10YR 5/6
Si LOAM/
PERCE'
/
120" 1OYR 5/6 25.1'
C1
RC1
MS
Si LOAM
C
98"
1OYR 6/6 20.1
78" 1OYR 5/6 21.5'
C2
C2
CS & GRAVEL
MS
GRAVEL
SILT LOAM
126" OBS WATER 17.5'
174" 1OYR 7/4 20.6'
120"
1OYR 6/6 18.3'
138" 1OYR 7/4 16.5'
NO GROUNDWATER
ENCOUNTERED
GROUNDWATER ADJUSTMENT DATA:
WELL: SDW 252
ZONE: B
ADJUSTMENT: 1.4'
TITLE 1 PLAN
OF
266 ROUTE 6A
DATE DANIEL A. OJALA, P.E., P.L.S.
YARMOUTH PORT
PREPARED FOR
YARMOUTH NEW CHURCH
FEBRUARY 15, 2012
REV. 6/20/12 (H-20 PC NOTE)
REV. 9/6/12 (H-20 CHAMBERS)
Scale:1 "= 20'
0 10 20 30 '40 50 FEET
I off 508-362-4541
fax 508-362-9880
ddwncape.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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