HomeMy WebLinkAboutApp# 8-A097I
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,
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
5' REMOVAL OF UNSUITABLE SOIL
REWIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER (MAY BE
VARIABLE). REPLACE WITH CLEAN
MED. SAND. ENGINEER TO INSPECT
AND CERTIFY REMOVAL t
MAIN OFFICE TOP FNDN. AT EL. 44.8' SYSTEM PROFILE
GARAGE TOP SLAB FNDN. AT EL. 42.0'
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
i ACCESS COVERS (WATERTIGHT) TO
A= 43.0' J 13=F4-2-. OMINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
*t A=40.22f '�'� f��I RUN PIPE LEVEL
*t 6=40.43'± 1L�/�FOR FIRST 2'
AP�3jVKYCt23
9.73' ���.
A=39.98 9.64
8=39.89' B
10GAS
z0 %m14M 39.21'
DEPTH OF FLOW 4' 6" CRUSHED STONE OR MECHANICAL
TEE SIZES: COMPACTION. (15.221 [21) -
INLET DEPTH - 1Q_
OUTLET DEPTH 14" MIN. (-2 % SLOPE) (__I_% SLOPE)
A=12' PROPOSED 15.40. GALLON A=35'
FOUNDATION -
D' BOX
SEPTIC DUAL COMPARTMENT B=26'
SEPTIC TANKS
1
I
LOT 4 i m
1.14 ACRES _ 1 m
10
--__- I n
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-41 >
i Im
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GRAVEL I g I
PARKING
:to I
SEWER LINE MUST BE SLEEVED I�
WITHIN 10' OF WATER UNE
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SCP., ----__-_
.E E - W
WATER METER 1
n =_PIT
° I1 I
O II
TANK 'B
I II
m 11 APP. LOCATION
OF- PRIVATE
III ELECTRIC LINE-
II SEE NOTE #10 I
m II I
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m 11 PAVED
II PARKING 1
N 1
11
EXISTING
)_CESSPOOLS I
m Ix 1
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stays % 0 }
m u 11�
�e
?s� 70P FNDN
EL=44.8'
29.7' Y
17/
M
a
4.2' 22 /
AQ " EXISTING
BUILDING UY
WIRE:
I
ill
29.69-
- - - - - - - - - -
9.69'---------- _ 74.83' i
-��---- PA D S EWALK - ---_-
GE PAVE
EDMENT - ------ -�
LICE Scale: 1 "= 20' ROUTE 6A
X07- 150 0 10 20 30 40 50 FEET
(-i-% SLOPE)
A=3'
- B-3'
BENCHMARK
COR CONC PAD
OH
NOTES
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE 1. DATUM IS APPROXIMATE NGVD
TO BE PERFORATED AT BOTTOM AND UNDER STONE
/1 2. MUNICIPAL WATER IS EXISTING
2% SLOPE REQUIRED OVER SYSTEM / 42 O'
39.2'
SAS DETAIL
rn
O
O
2" DOUBLE WASHED PEAST(
OR GEOTEXTIE FABRIC
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
39.55' H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
0.5' m CIC® o0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
o 000 o � 38 4, MASS. ENVIRONMENTAL CODE TITLE V.
3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
LEACHING PIPING TO BE AT .005'/' SLOPE
FACILITY 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH. LOCUS MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1" = 2,000'±
ADJ. G.W. EL. 33.4' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES (PRIVATE ASSESSORS MAP 121 PARCEL 52
UTILITIES AS WELL) PRIOR TO COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS NOT WITHIN APD
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE TEST HOLE LOGS
,
*THE INSTALLER SHALL VERIFY THE REMOVED 5 BENEATH AND AROUND THE PROPOSED
LOCATIONS OF ALL UTILITIES AND ALL LEACHING FACILITY. ENGINEER: DAVID FLAHERTY, R.S.
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
t INSTALLER SHALL CONFIRM OUTLET
INVERT ELEVATIONS AS SHOWN PER PLAN -
CONTACT DESIGN ENGINEER IF LOWER
THAN SHOWN PRIOR TO INSTALLATION OF
ANY PORTION OF THE SYSTEM.
N.B.-SEWER LINES "A" AND/OR "B" MAY
NEED TO BE RAISED TO ELEVATION
SPECIFIED. INSTALLER MUST VERIFY
FEASIBILITY OF RE -PLUMBING PRIOR TO
INSTALLING ANY COMPONENT.
OBSERVATION WELL
DATA:
LOCUS APPEARS TO
BE ON LINE OF
.y
OBS. WELL A1W-247 (ZONE B) AND
OBS. WELL SDW-252 (ZONE A)
OBSERVATION WELL
DATA:
WELL:
Al W-247
ZONE:
B
READING:
•
ADJUSTMENT.
1.2'
WELL:
y
ZONE:
A
READING:
JUNE 2007
ADJUSTMENT.
0.6'
AVERAGE:
0.9'
TOTAL:- 600 S.F. 444 GPD
USE (3) LINES OF 4" PERFORATED PVC PIPE ON STONE
IN A 10' X 30' FIELD CONFIGURATION
WITH 2' STONE ON SIDES AND 3' STONE BETWEEN ROWS
'
K•
10.0'
W
Ld
O
oW
0_
2" DOUBLE WASHED PEAST(
OR GEOTEXTIE FABRIC
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
39.55' H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
0.5' m CIC® o0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
o 000 o � 38 4, MASS. ENVIRONMENTAL CODE TITLE V.
3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
LEACHING PIPING TO BE AT .005'/' SLOPE
FACILITY 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
OBTAINED FROM BOARD OF HEALTH. LOCUS MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1" = 2,000'±
ADJ. G.W. EL. 33.4' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES (PRIVATE ASSESSORS MAP 121 PARCEL 52
UTILITIES AS WELL) PRIOR TO COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS NOT WITHIN APD
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE TEST HOLE LOGS
,
*THE INSTALLER SHALL VERIFY THE REMOVED 5 BENEATH AND AROUND THE PROPOSED
LOCATIONS OF ALL UTILITIES AND ALL LEACHING FACILITY. ENGINEER: DAVID FLAHERTY, R.S.
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
t INSTALLER SHALL CONFIRM OUTLET
INVERT ELEVATIONS AS SHOWN PER PLAN -
CONTACT DESIGN ENGINEER IF LOWER
THAN SHOWN PRIOR TO INSTALLATION OF
ANY PORTION OF THE SYSTEM.
N.B.-SEWER LINES "A" AND/OR "B" MAY
NEED TO BE RAISED TO ELEVATION
SPECIFIED. INSTALLER MUST VERIFY
FEASIBILITY OF RE -PLUMBING PRIOR TO
INSTALLING ANY COMPONENT.
OBSERVATION WELL
DATA:
LOCUS APPEARS TO
BE ON LINE OF
DEMARCATION BETWEEN
OBS. WELL A1W-247 (ZONE B) AND
OBS. WELL SDW-252 (ZONE A)
OBSERVATION WELL
DATA:
WELL:
Al W-247
ZONE:
B
READING:
JUNE 2007
ADJUSTMENT.
1.2'
WELL:
SDW-252
ZONE:
A
READING:
JUNE 2007
ADJUSTMENT.
0.6'
AVERAGE:
0.9'
Scale:1 "=10'
0 5 10 15 20 25 FEET
APPROVED DATE
, MA
BOARD OF HEALTH
= UNSUITABLE MATERIAL
ARNEH.
SYSTEM DESIGN:
ARNE
GARBAGE DISPOSER IS NOT ALLOWED
s
DESIGN FLOW:
CML
EMERGENCY OFFICE SPACE (GARAGE) -
OJALA
1700 SQ. FT. OFFICE SPACE ® 75 GPD/1000 SQ. FT. = 128 GPD
I
MAIN OFFICE BUILDING -
3810 SQ. FT. OFFICE SPACE ® 75 GPD/1000 SQ. FT. = 286 GPD
USE 414 GPD DESIGN FLOW
SEPTIC TANK: 414 GPD (2) = 828
USE A 1500 GAL DUAL COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 60 x 10 (.74) = 444GPD
TOTAL:- 600 S.F. 444 GPD
USE (3) LINES OF 4" PERFORATED PVC PIPE ON STONE
IN A 10' X 30' FIELD CONFIGURATION
WITH 2' STONE ON SIDES AND 3' STONE BETWEEN ROWS
Scale:1 "=10'
0 5 10 15 20 25 FEET
APPROVED DATE
, MA
BOARD OF HEALTH
= UNSUITABLE MATERIAL
ARNEH.
�,`� ��'
ARNE
OJALA
s
H.
CML
mi 'v
OJALA
No- 30792
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Lk, Iaze
a�a �19 ':•�
WITNESS: AMY VON HONE, R.S., C.H.O.
DATE: JULY 5, 2007
PERC. RATE _ < 2 MIN/INCH (ASSUMED)
CLASS I SOILS P#
0" E�PELEV. 4 ELEV.
43.0' 0^�, 42-5'
1OYR 4/2/ ' 1OYR 4/2
12�
" 42.0 14" 41.3'
B B
�iS
1OYR 5/4 1OYR 5/4
25" �/// 40.9' 30" / / / / 40.0'
2.5Y 7/2- 2.5Y 7/2�
ADJ_G_W_ 33.4'
124" . _ 32.7' 124 32.2'
126" 32.5' OBS�V32.0'
C2 C2
FS FS
2.5Y 7/3 2.5Y 7/3
174" 28_5' 180" 1 27.5'
TITLE 5 SITE PLA .
OF
108 RT. 6A
YARMOUTH (PORT), MA
PREPARED FOR
OCEANSIDE, INC./
BARNSTABLE CO. MUTUAL INS.
DATE: JULY 16, 2007
REV. DATE: 'AUGUST 1, 2007 (INCLUDE MAIN OFFICE)
I %, 17
®
i"puhl 3 A 7008
,UG
13:9� - �._
qF.q 6, i.:., ....R
YARMOUTH off 508-362-45411!1 OLD it .,, rrv�,v
0�_D KINGS HIGHVI fax 508 362-9880 -
do wn cope engineering, inc.
C/VIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOU THPOR T, MASS.
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