HomeMy WebLinkAboutEngineered Plan - 2015FOU
SYSTEMPROFILE
( o SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
23.8' FILTER FABRIC OVER STONE
F�[
-_ �723.75' OF COVER OVER PRECAST
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCREIL TO WITHIN 3" GRADE
2% SLOPE) REQUIRED OVER SYSTEM
BLOCKS OR
PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS
RISERS (TYP.) 4"q,SCH40 PVC MORTAR ALL
2'0 COMPONENTS INVERT IN 20.25'
PIPES LEVEL 1ST 2' 4' �1 (TYP )
ENDS SIDES 21.08'
* 1500 GAL H-10 po�o�o�o�; ..... ..... .: r :. ...... gog00000
10" TEE ®��0 ®®�C'] ®®®®-®® °
20,87' TEE SEPTIC TANK
20.62 0 0 0 0 0 0 6" MIN. SUMP
°°°°O°0°°°O° )�O�O�O�O ®®®®®®®I�®®® �p0o.. OpO
GAS BAFFLE +°00000°0°,0° 12" MIN. INT. 'DIM. ci ,°oo°000° ®®®®®®®®®®® a®®®®®®®®®® 00000000
°°°°° 18.25
0000000a , °o°o°o°o
+: 4' LIQ. LEVEL (ACME OR EQUAL) j 20.52' 20.35
...... ... •... WATERTEST D'BOX I
FOR LEVELNESS
c00o0°0000000°0000000o0o0o0000000000a0000000o H-10 500 L. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
0°o°,o°000000 0,0,000000000°0r0�00000 0000000. 3/4"-1-1/2" DOUBLE WASHED STONE 4MIN. ffI (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) J a
(2.5 % SLOPE) (-L-% SLOPE) ( 1 % SLOPE) t
MIN. LEACHING ADJUSTED GROUNDWATER
FOUNDATION- 13' SEPTIC TANK 10 D BOX 12 FACILITY j' EL. 14.25
I
i
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS t
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
a
j
LEGEND-
-
99-
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
12'
0
TEST HOLE
2-7-
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST- HOLE LOGS
ENGINEER. DANIEL E. GONSALVES, SE #13587
Z.
WITNESS: AMY VON HONE,
RS
DATE: -5/20/15
CD
PERC. RATE _
< 2 MIN/INCH
12'
0o
CLASS I
SOILS
ELEV.
4
0"
22.7'
A
G -W ADJ. DATA:
WELL: AIW 230
LS
ZONE: B
1OYR 4/2
ADJ: 0.3' (APRIL)
6"
E
MS
10"
2.5Y 4/1
21.9'
B
LS
30" 1 OYR 5/6 20.2'
C
PERC MS
2.5Y 7/3
126" 1 112.2'
GROUNDWATER ENCOUNTERED
AT 105" EL. 13.95
LICE # 15-09'
BENCH MARK - CORNER OF
FLAGSTONE PATIO. EL. = 22.8
s3LOT 31
12,000± S.F.
22.62
120 ()0
�'7.78
7
----q 22.60
74 FLAG W
PATIO I
2.86
.77 2.9
.60
FLAG I
PATIO 122.88
4 1
23.23 x 22.77 "�� �
r7 DE
N GRAVEL AREA
P&A
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
21.49
1
1
1
1
1
1
1 �
21.73 Vill
s�q
22.9 V
DR��Emk
23.3?
F`�IED 1
22.94 1
EXIST. DWELL.
TOP FNDN.
EL. 23.8'
x 23.
tr I Ix 23.42
18 OA
120.0
1 W
23.28
CII0 1
22.07
\ o
_ - - 22.97
OVER HEAD UTILS. \\
* 22.78
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 78 PARCEL 105
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 4 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (:74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HLALIH
TITLE 5 SITE PLAN
OF
76 CAPTAIN BACON ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
Permit valid for REPAIR OF SEPTIC. S1S'rEM �tAOF&WfAEDWARD PEHHHA Jr.
2 ONLY, due to State and Local septic variances. .-t. F4fq'ggc
Board of licaith review antlapproval is required for ti �� DANIEL
o �N �o�
any fuhrre additions/r'enus rtionslaIterations to DANIELA. �� OJALA � a A. DATE: MAY 28, 2015
�
sewage facilities anti/or structures/dwelling. CIVIL 0 OJALA m
No. 46502 � No. 40980 off 508-362-4541
I' Yarmouth Health Ucpartment o �� �o �� fax 508-362-9880
APPROVED/ °SFS G/STE �G,�`` �gNOSSSv�y�� I downcope.Com
/ G��� S/ONAL E SUR i
d®Wn cape 0#7 ftee47gi
, nc.
A)
Cil V civil engineers
Dare land surveyors
Scale:1 "= 20' �'�- (
f 939 Main Street (Rto 6A
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET 15-091 PEREIRA.DWG
22•$�
6
CD
23.4
0
12'
0o
CHERRY
P&A
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
21.49
1
1
1
1
1
1
1 �
21.73 Vill
s�q
22.9 V
DR��Emk
23.3?
F`�IED 1
22.94 1
EXIST. DWELL.
TOP FNDN.
EL. 23.8'
x 23.
tr I Ix 23.42
18 OA
120.0
1 W
23.28
CII0 1
22.07
\ o
_ - - 22.97
OVER HEAD UTILS. \\
* 22.78
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 78 PARCEL 105
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 4 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (:74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HLALIH
TITLE 5 SITE PLAN
OF
76 CAPTAIN BACON ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
Permit valid for REPAIR OF SEPTIC. S1S'rEM �tAOF&WfAEDWARD PEHHHA Jr.
2 ONLY, due to State and Local septic variances. .-t. F4fq'ggc
Board of licaith review antlapproval is required for ti �� DANIEL
o �N �o�
any fuhrre additions/r'enus rtionslaIterations to DANIELA. �� OJALA � a A. DATE: MAY 28, 2015
�
sewage facilities anti/or structures/dwelling. CIVIL 0 OJALA m
No. 46502 � No. 40980 off 508-362-4541
I' Yarmouth Health Ucpartment o �� �o �� fax 508-362-9880
APPROVED/ °SFS G/STE �G,�`` �gNOSSSv�y�� I downcope.Com
/ G��� S/ONAL E SUR i
d®Wn cape 0#7 ftee47gi
, nc.
A)
Cil V civil engineers
Dare land surveyors
Scale:1 "= 20' �'�- (
f 939 Main Street (Rto 6A
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET 15-091 PEREIRA.DWG