HomeMy WebLinkAboutEngineered Plan - 2019TOP FOUND. EL. 13.3'
PRECAST H-10
RISERS (TYP.)
2'0
r ��*
10.8'
SYSTEM PROFILE
(NOT TO SCALE) •
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.2' MINIMUM .75' OF COVER OVER PRECAST
90' ELBOW
- 4"0SCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM. 1 11/
2500 GAL
10 SEPTIC TANK/
10.15' TEE PUMP CHAMBER'•
COMBINATION 010;0;0;0;0;°
SEE DETAIL BELOW 12.74'
ISX00000000000000000000000000006 0000000000000
000000000000000000000000000000000000000000000
":0000,0�0_0„n.q.� 0 0 o 0 o (..�_�_0_n_o.o 0
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(_2L.5% SLOPE)
FOUNDATION 26' SEPTIC TANK > 27'
*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
198.41
PROPOSED SPOT EL.
TH1
0
TEST HOLE
25
SLOPE OF GROUND
CT13
UTILITY POLE
v
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNF'gO,• PHIL RENAUD .
DATE: 12/11/2019
PERC. RATE _ < 2 MIN/INCH
CLASS • I SOILS 1z
ELEV.
0,9 4 13'
S
12" 1OYR 4/2
B
LS
229) 1OYR 5/6 11.2'
C
PERC
MS
G -W ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.3'
NOVEMBER 2019
108"
1OYR 7/6
4'
GROUNDWATER ENCOUNTERED AT 90" EL. 5.5'
DICE # 19-401
WATERTEST D'BOX
FOR LEVELNESS
.--,p
2.47',
(-Z-% SLOPE)
D' BOX 5' -
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE
FILTER FABRIC
13.6 TOP 12.82'
4"
8"
NOTES
1. DATUM IS NAVD 88
PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING
WITHIN 3" OF FINISH GRADE
2% SLOPE 3. MINIMUM PIPE PITCH TO BE 1/8' PER F )OT.
y \ 4. DESIGN LOADING FOR ALL PROPOSED PF�=CAST
FINISHED GRADE- a LOAM & SEED OR PAVE AS REQ. UNITS TO BE AASHO H -LQ
L CLEAN FILL
ERFORAIED PMC X O.C. S=0.005 0
0
3/4"-1-1/2" DOUBLE WASHED O
STONE LEACHING FIELD
LEVEL BOTTOM 0
LEACHING
FACILITY
BUOYANCY CALC:
2500 H-10 TANK WEIGHT: 22,560 LBS
12.0 x 6.5 x 2.4 x 62.4 = 11,682 UP (OK)
OF 40 MIL LINER AT 5'
ffA SHOWN. TOP AT
30.TTOM AT EL. 8.8't
Scale:1 "= 20'
0 10 20 30 40 50 FEET
30.0'
11.80'
5.0' J
ADJUSTED GROUNDWATER 6.8'
FLOOR PLAN
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCOI ;DANCE
WITH 310 CMR 15.000 (TITLE 5.)
6"DEPTH MIN BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONI.Y AND
NOT TO BE USED FOR LOT LINE STAKING C R ANY
L12.30
OTHER PURPOSE.
` 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40- •" PVC.
9. COMPONENTS NOT TO BE BACKFILLED O t
CONCEALED. WITHOUT INSPECTION BY BOARI 1 OF
HEALTH AND PERMISSION OBTAINED FROM �,lOARD OF
HEALTH.
I
- 10. CONTRACTOR SHALL BE RESPONSIBLE f OR
,_ t'II" TEE
CALLING DIGSAFE (1-888-344-7233) AND VERIFYING
LOCUS MAP
THE LOCATION OF ALL UNDERGROUND & OIERHEAD
-SLOPE TO DRAIN BACK
2.
UTILITIES PRIOR TO COMMENCEMENT OF WO K
I;
SCALE 1 "=2000'f
11. ANY UNSUITABLE MATERIAL ENCOUNTEF =D SHALL
BE REMOVED BENEATH AND 5' AROUND TH =
ASSESSORS MAP 40 PARCEL 48
5" WORKINGURANGMP
PROPOSED LEACHING FACILITY.
r -
MIN. 100 GAL.
THIS SI )E
CHECK VALVE
MYERS SRM 4
LOCUS IS WITHIN FEMA FLOOD ZONE X AS
PORCH
12. EXISTING LEACHING FACILITY SHALL BEIPUMPED
SHOWN ON COMMUNITY PANEL #25001CO588J
"LE
AND REMOVED OR PUMPED AND FILLED WI1 H CLEAN
SAND.
DATED 7/16/2014
PUMP OFF 12"
13. INSTALLER TO VERIFY THE ELECTRICAL
SYSTEM IS
SUITADLE FOR PUMP CONNECTION. ELECTRI
:AL PERMIT
SYSTEM DESIGN:
REQUIRED.
PUMP
ACCESS FOR ROUTINE MAINTENANCE
CAST IRON
MUST BE PROVIDED FOR ZABEL FILTER.
COVERS TO GRADE
COV
INSTALLER MUST FOLLOW ALL
-
567 GAL. RESERVE'
MANUFACTURER'S SPECIFICATIONS FOR
ONI,V, due to State and local septic variances.
Board of Health re,iew and approval is required for
PROVIDE QUICK DISCONNECT FOR PUMP
PROPER FILTER INSTALLATION
any future add:ttms/renovationsf:+Iterations to
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
sewage facilrtie. nn,l,or structures/d�%clling.
BUILDING: ALARM TO BE ON INV. IN 10.15'
-I
Yat moath Ilealth Depariment
NO LOW POINTS
SEPARATE CIRCUIT FROM PUMP
ZABEL FILTER
USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK/
PUMP CHAABER
2" PRESSURE LINE
FLOAT SWITCH ALARM ON - (A100)
OUTLET TEE W/EXTENSION
SETTINGS:N
,_ t'II" TEE
_ __
-SLOPE TO DRAIN BACK
OE
11
0.25" WEEP HOLES
5" WORKINGURANGMP
6"
r -
MIN. 100 GAL.
THIS SI )E
CHECK VALVE
MYERS SRM 4
5..
OF BAF
"LE
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12"
SYSTEM (OR EQUAL)
2500
GAL. SEPjFIC TANK/ s" BAFFLE
SYSTEM DESIGN:
PUMP
CHAMBEF
COMBINATION
GARBAGE DISPOSER IS NOT ALLOWED
(NOT TO
',SCALE)
-
Permit valid for REPAIR OF SEPTIC SYSTEM
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
ONI,V, due to State and local septic variances.
Board of Health re,iew and approval is required for
USE A 330 GPD DESIGN FLOW
any future add:ttms/renovationsf:+Iterations to
sewage facilrtie. nn,l,or structures/d�%clling.
SEPTIC TANK: 330 GPD (2) = 660
Yat moath Ilealth Depariment
Al'i ROV ED
USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK/
PUMP CHAABER
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
Naerte Date
SF
50
TITLE 5 SITE PLAN
450 SFX .74 33Oc D OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
OF
#15 HONEYSUCKLE WAY
YARMOUTH, MA
MA
PREPARED FOR
APPROVED DATE BOARD OF HEALTH
E; STATE OF LETTY RUSSO
.A&A,4..._ . . �A-rye.
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: DEC. 20, 2019
off 508-362-4541
I fox 508-362-9880
downcope.com
40MI 41pe 07 ;#70eM74gs inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
19-401