HomeMy WebLinkAboutEngineered Plan - Rev. 2016ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP SYSTEM PROFILE
SEPARATE CIRCUIT FROM PUMP
11,6' PRECAST H-10
RISERS (TYP.)
2'0
11.0'
INV. IN 9.0'
ZABEL FILTER 10"
j.- (A100) TEE
OUTLET TEE W/EXTENSIO 14" TEE
ALARM ON
PUMP ON 1500 GAL. MIN.
5" WORKING RANGE 6" THIS SIDE
OF BAFFLE
5.. 8.5'
PUMP OFF 12"
FLOAT SWITCH
000 00O 0000
SETTINGS:
ACCESS FOR ROUTINE MAINTENANCE
MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
( 4.4% SLOPE)
PROVIDE MIN. 20" AM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS T WITHIN 6" OF FIN. GRADE
III
NOTE: 2" MIN. WALL PROVIDE INSPECTION PORTS TO
THICKNESS REQUIRED WITHIN 3" OF FINISH GRADE
4"OSCH40 PVC
PIPES LEVEL 1 ST 2'
SLOPE TO DRAIN BACK
0.25" WEEP HOLE EE
CHECK VALVE 9 69' '000000000 000
o„o�o_
MYERS SRM 4 9 52'
BMERSIBLE 4/10 HP PUMP WATERTEST D'BOX
(OR EQUAL) FOR LEVELNESS
jkSYSTEM
N BLOCK)
NOTE: 440± GAL. RESERVE
PROVIDED IN PC
6" BAFFLE
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
FOUNDATION 17 SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
5'
PORCH
(-!-% SLOPE)
- 6' -
KITCHEN
9.48' ,
0.28'
NOTES
ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS NAVD '88
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING
CONCRETE COVERS TO WITHIN 3" GRADE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
2% SLOPE REQUIRED OVER SYSTEM 11.0' I I UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
9.87' 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.
9.2' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
QUICK4 STANDARD LOW PROFILE UNITS CONCEALED WITHOUT INSPECTION BY BOARD OF
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 32' X 8.5' HEALTH AND PERMISSION OBTAINED -FROM BOARD
OF HEALTH.
(NO STONE PROPOSED)
LEACHING
FACILITY
TEST HOLE LOGS
LIVING BEDROOM
ENGINEER. DANIEL E. GONSALVES, SE #13587
WITNESS: P. RENAUD
DATE: 10/19/16
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4
ELEV.
1
p" 11.0'
A
LS
1OYR 4/2
4"
B
LS
30" 1 OYR 5/6 8.5'
W_
PERC
MS
2.5Y 7/4
114" OBS. WATER 1.5'
120" 1.0'
16-333
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY
(B -LAYER), DOWN TO SUITABLE SOIL LAYER.
REPLACE WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
GROUNDWATER ADJUSTMENT DATA:
WELL: M I W 29
ZONE: A
ADJ: 2.7' (OCT.)
off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
EXISTING
FLOORPLAN
0
1014' --- z5 ---� SHED
I �
I I
I I
I I
_TH_-- _
io
C5 °
07 I
61
0) I I EXIST. DEEP
DIRT I DWELL.
7 1 I DRIVE. I 3' CRAWLSP.
' TOP FNDN.
EL. 11.6'
01 I�
3
1 �
1 Ill LOT AREA
j / 1 _Z 7,849 s.f.
of
1 1 I
3
tiY° i I 85.00' 0
L
N
10. CONTRACTOR SHALL BE . RESPONSIBLE FOR ^ /�
LO CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
ADJ. GROUNDWATER EL. 4.2' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 42 PARCEL 203
WE
w 15
w
z
0
w 10
J
Q
0
~ 5
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.
13. ELECTRICAL PERMIT REQUIRED.
14. SYSTEM AND EFFLUENT FILTER TO BE
MAINTAINED PER TITLE 5 AND MANUFACTURER
DESIGN.
GUIDELINES.
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
USE A 330 GPD DESIGN FLOW
SEPTIC TANK:' 330 GPD (2) = 660
USE A 2000 GAL. H-10 SEPTIC TANK/PUMP CHAMBER
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER
QUICK4 PLUS STANDARD LP UNIT
330 GPD/0.74 GPD/SF = 446 SF LEACHING
REQ'D
25 50 75 100 446 SF/18.88 SF/UNIT = 23.6 UNITS
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP THEREFORE, USE GRAVELLESS SYSTEM OF (24)
QUICK4 STANDARD LP UNITS IN FIELD
CONFIGURATION OF 3 ROWS OF 8 UNITS
24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
453 SF (0.74) = 335 GPD (OK)
MA
APPROVED DATE BOARD OF HEALTH
BENCHMARK
COR BULKHEAD
EL. = 11.6'
Ynr�outh Health Department
-V
I�1wae Date
1 �r<
�pii U
AWL VA 57"REET
DATE
DANIELA.
OJALA
No. 46VCO)2ST
� A OF M,gSs I.
'icy •�,�,
DANIEL �N
A.
OJALA N
No. 40980
DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
16 MELVA STREET
SOUTH YARMOUTH
PREPARED FOR
ROB HENNESSEY
NOVEMBER 4, 2016
REV: DECEMBER 2, 2016 (PUMP CHAMBER)
�- Scale:1 "= 20'
0 10 20 30 40 50 FEET
ti
St�
oa
v
�
�ornin
OW
m�
,
rn o
Z
m
o °tr Cb -21 a
5
J -1" Locus
m P �
a
o�.
Nantu et
Sh ore
Sou d
nth
10. CONTRACTOR SHALL BE . RESPONSIBLE FOR ^ /�
LO CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
ADJ. GROUNDWATER EL. 4.2' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 42 PARCEL 203
WE
w 15
w
z
0
w 10
J
Q
0
~ 5
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.
13. ELECTRICAL PERMIT REQUIRED.
14. SYSTEM AND EFFLUENT FILTER TO BE
MAINTAINED PER TITLE 5 AND MANUFACTURER
DESIGN.
GUIDELINES.
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
USE A 330 GPD DESIGN FLOW
SEPTIC TANK:' 330 GPD (2) = 660
USE A 2000 GAL. H-10 SEPTIC TANK/PUMP CHAMBER
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER
QUICK4 PLUS STANDARD LP UNIT
330 GPD/0.74 GPD/SF = 446 SF LEACHING
REQ'D
25 50 75 100 446 SF/18.88 SF/UNIT = 23.6 UNITS
CAPACITY - GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP THEREFORE, USE GRAVELLESS SYSTEM OF (24)
QUICK4 STANDARD LP UNITS IN FIELD
CONFIGURATION OF 3 ROWS OF 8 UNITS
24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
453 SF (0.74) = 335 GPD (OK)
MA
APPROVED DATE BOARD OF HEALTH
BENCHMARK
COR BULKHEAD
EL. = 11.6'
Ynr�outh Health Department
-V
I�1wae Date
1 �r<
�pii U
AWL VA 57"REET
DATE
DANIELA.
OJALA
No. 46VCO)2ST
� A OF M,gSs I.
'icy •�,�,
DANIEL �N
A.
OJALA N
No. 40980
DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
16 MELVA STREET
SOUTH YARMOUTH
PREPARED FOR
ROB HENNESSEY
NOVEMBER 4, 2016
REV: DECEMBER 2, 2016 (PUMP CHAMBER)
�- Scale:1 "= 20'
0 10 20 30 40 50 FEET
