HomeMy WebLinkAboutEngineer Plans - 20212'
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO GRADE
8 5MINIMUM .75 OF C
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
9% SIOPF RFOUIRED OVER SYSTEM
NOTE: 2" MIN. WALL
PRECAST H-10 THICKNESS REQUIRED
RISERS (TYP.) PROP. 90'
2.0 4" OSCH40 PVC
PIPES LEVEL 1ST 2'
«:
:.
*6.2'± 2500 GAL
10" SEPTIC TANK/
5.52'A...TEE PUMP CHAMBER 7
COMBINATION 0000?0000000000
0 10 -
SEE DETAIL BELOW
7.67' 7.50'
( J00000000000000000000000000 ;11
•00 000
2% SLOPE) �oo
(-!-% SLOPE) 1 % SLOPE)
_17M
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
NOTES
MARK CORNERS OF
LEACHING FIELD W/ 1. DATUM IS NAVD 88
REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO
GRADE WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
_ l
2% SLOPE \
FILTER FABRIC \\ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TOP 7.8' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
CLEAN FILL
4• PERFORATED PVC 4' OX. S=0.005 0
0
3/4"-1-1/2" DOUBLE WASHED 0
9" STONE LEACHING FIELD
0 'La'
LEVEL BOTTOM 0
WATER -TEST D'BOX FOR LEVELNESS
FACTORY WATERPROOFED LEACHING
FOUNDATION 34' SEPTIC TANK/ 2' D' BOX 2' FACILITY
PUMP CHAMBER LOW PROFILE
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
98.4]
PROPOSED SPOT EL.
TH1
ROOM
1
4
TEST HOLE
8'
SLOPE OF GROUND
FILL
UTILITY POLE
V
FIRE HYDRANT
NOTE: NOT ALL
SYMBOLS MAY APPEAR IN DRAWING
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405 AND TOWN OF
YARMOUTH HEALTH REGULATIONS:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 11.7')
(1h): REDUCTION IN GROUNDWATER SEPARATION (5' TO 4')
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNIFcc• MALLORY LANGLER
DATE: 4/6/2021
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS .
ELEV.
ROOM
1
4
0"
8'
12»
FILL
KITCHEN
FLOOR
A
PLAN
LS
1OYR 5/1
24"
19" TEE
BATH
BEDROOM BEDROOM
DINING
NOT TO SCALE
PROVIDE 130' OF 40 MIL ER AT 5'
OFF SAS IN AREA SHOWN. TO"T
ELEV. 7.8', BOTTOM AT EL. 5.3'±
45.0'
ACCESS FOR ROUTINE MAINTENANCE
MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
6.7'
4.0'
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.)
T7.2'
EPTH MIN BELOW INV.
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.
ADJUSTED GROUNDWATER 2.7' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
BUOYANCY CALL: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
2500 H-10 TANK WEIGHT: 24,000 LBS BE REMOVED BENEATH AND 5' AROUND THE ASSESSORS MAP 25 PARCEL 339
12.0 x 6.5 x 2.98 x 62.4 = 14505 UP (OK) PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE AS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J
AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014
SAND.
13. INSTALLER TO CONFIRM SUITABILITY OF
ELECTRICAL SYSTEM FOR PUMP INSTALLATION.
ELECTRICAL PERMIT REQUIRED.
COVERS TO GRADE
14. OWNER'S ENGINEER TO PERFORM INSPECTIONS
/567 GAL, RESERVE OF THE SOIL REMOVAL, 40 MILLINER, AND FINAL
INSTALLATION. MINIMUM OF 24 HOURS NOTICE
REQUIRED.
PROVIDE QUICK DISCONNECT FOR PUMP
SUN ROOM
ROOM
LMNG
TO BE INSTALLED INSIDE
ROOM
INV. IN 5.52'
I
SEPARATE CIRCUIT FROM PUMP
KITCHEN
FLOOR
PLAN
NOT TO SCALE
PROVIDE 130' OF 40 MIL ER AT 5'
OFF SAS IN AREA SHOWN. TO"T
ELEV. 7.8', BOTTOM AT EL. 5.3'±
45.0'
ACCESS FOR ROUTINE MAINTENANCE
MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
6.7'
4.0'
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.)
T7.2'
EPTH MIN BELOW INV.
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.
ADJUSTED GROUNDWATER 2.7' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
BUOYANCY CALL: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
2500 H-10 TANK WEIGHT: 24,000 LBS BE REMOVED BENEATH AND 5' AROUND THE ASSESSORS MAP 25 PARCEL 339
12.0 x 6.5 x 2.98 x 62.4 = 14505 UP (OK) PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE AS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J
AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014
SAND.
13. INSTALLER TO CONFIRM SUITABILITY OF
ELECTRICAL SYSTEM FOR PUMP INSTALLATION.
ELECTRICAL PERMIT REQUIRED.
COVERS TO GRADE
14. OWNER'S ENGINEER TO PERFORM INSPECTIONS
/567 GAL, RESERVE OF THE SOIL REMOVAL, 40 MILLINER, AND FINAL
INSTALLATION. MINIMUM OF 24 HOURS NOTICE
REQUIRED.
PROVIDE QUICK DISCONNECT FOR PUMP
NO LOW POINTS
2" PRESSURE LINE -"-
SLOPE TO DRAIN BACK
-0.25" WEEP HOLES
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 2500 GAL. SEPTIC TANK/ PUMP CHAMBER
LEACHING:
220 GPD / (.74) = 298 SF REQUIRED
10' X 45' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 10' X 45' PIPE AND STONE LEACHING FIELD
APPROVED
DATE BOARD OF HEALTH
SITE PLAN
OF
#35 BRIAR CIRCLE
SOUTH YARMOUTH, MA
MA
=7.7' NAVD88 PREPARED FOR
5' REMOVAL OF UNSUITABLE SOIL REQUIRED n O�SO
AROUND PERIMETER OF LEACHING FACILITY, T MARIE BARTH
DOWN TO SUITABLE SOIL LAYER. REPLACE?
C G -W ADJ. DATA:WITH CLEAN MED. SAND, TO MEET _ �8 ti�-�f' �r� W _X_x
PERC SPECIFICATIONS OF 310 CMR 15.255,(-3)? X x
WELL: MIW 29 J95 00 x
DATE: APRIL 12, 2021
ZONE: A� s<-� REV: MAY 4, 2021 (TANK LOCATION)
MS ADJ: 1.7'oFf'Avsq REV: JUNE 30, 2021 (HEALTH COMMENTS)
11 �y 9 DANIELC,S,
MARCH 2021 0 A. Fye Ion caNIEL ��\
- � �^,� off 508-362-4541
D o C) O'LA. OJ ALA
� CIVIL �}} fax 508-362-9880
1 0YR 7/4 I No, 40980 downcope.com
No. 46,502
/STEL / Ess\ 0 down cope e'/gineel ing, ift.
01
civil engineers
Scale:1 20' land surveyors
GROUNDWATER ENCOUNTERED @ 84" ELEV. 1.0 "= � �3df�� -�--�
939 Main Street ( Rte 6A)
BICE#21-090 0 0 20 30 4o so FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
21-090 BARTH.DWG
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
INV. IN 5.52'
I
SEPARATE CIRCUIT FROM PUMP
ZABEL FILTER -
(A100)
19" TEE
FLOAT SWITCH ALARM ON
OUTLET TEE W/EXTEN:ION
SETTINGS:
PUMP ON
6
MIN. 1500 GAL.
5" WORKING RANGE
_
THIS SIDE
5"OF
BAFFLE
4' LIQ. LEVEL
PUMP OFF
12"
(ACME OR EQUAL)
000 00000 000 O
ppp 000 0000 00 0000
FACTORY WATERPROOFED s" BAFFLE
2500 GAL. SEPTIC TANK/
PUMP CHAMBER COMBINATION
(NOT TO SCALE)
NO LOW POINTS
2" PRESSURE LINE -"-
SLOPE TO DRAIN BACK
-0.25" WEEP HOLES
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
SYSTEM (OR EQUAL)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 2500 GAL. SEPTIC TANK/ PUMP CHAMBER
LEACHING:
220 GPD / (.74) = 298 SF REQUIRED
10' X 45' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 10' X 45' PIPE AND STONE LEACHING FIELD
APPROVED
DATE BOARD OF HEALTH
SITE PLAN
OF
#35 BRIAR CIRCLE
SOUTH YARMOUTH, MA
MA
=7.7' NAVD88 PREPARED FOR
5' REMOVAL OF UNSUITABLE SOIL REQUIRED n O�SO
AROUND PERIMETER OF LEACHING FACILITY, T MARIE BARTH
DOWN TO SUITABLE SOIL LAYER. REPLACE?
C G -W ADJ. DATA:WITH CLEAN MED. SAND, TO MEET _ �8 ti�-�f' �r� W _X_x
PERC SPECIFICATIONS OF 310 CMR 15.255,(-3)? X x
WELL: MIW 29 J95 00 x
DATE: APRIL 12, 2021
ZONE: A� s<-� REV: MAY 4, 2021 (TANK LOCATION)
MS ADJ: 1.7'oFf'Avsq REV: JUNE 30, 2021 (HEALTH COMMENTS)
11 �y 9 DANIELC,S,
MARCH 2021 0 A. Fye Ion caNIEL ��\
- � �^,� off 508-362-4541
D o C) O'LA. OJ ALA
� CIVIL �}} fax 508-362-9880
1 0YR 7/4 I No, 40980 downcope.com
No. 46,502
/STEL / Ess\ 0 down cope e'/gineel ing, ift.
01
civil engineers
Scale:1 20' land surveyors
GROUNDWATER ENCOUNTERED @ 84" ELEV. 1.0 "= � �3df�� -�--�
939 Main Street ( Rte 6A)
BICE#21-090 0 0 20 30 4o so FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
21-090 BARTH.DWG