HomeMy WebLinkAboutEngineered Plan - Rev. 2018SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR NOTES
NOT TO SCALE COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" DIAM. WATERTIGHT ( � 1. DATUM IS NAVD 88
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
12 9' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING
13.5 MINIMUM .75' OF COVER OVER PRECAST
NOTE. 2" MIN. WALL
RISERS (TP.)
PRECAST YP.) THICKNESS REQUIRED
• 2'0 4" OSCH40 PVC
,.:
6" MIN. SUMP PIPES LEVEL 1 ST 2'
12" MIN. INT. DIM. / 4'-
`• ENDS
*9.9' t0„ 2000 GAL - =----
g,j'j' TEE SEPTIC TANK/
PUMP CHAMBER
COMBINATION
SEE DETAIL BELOWG
WATERTEST D'BOX o ;
FOR LEVELNESS cV ;
T
2% SLOPE REQUIRED OVER SYSTEM 14'-15'
X 99.1
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
BLOCKS OR
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
198•41
PROPOSED SPOT EL.
PRECAST RISERS
MORTAR ALL H-10
COMPONENT)
(TYP. 0
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5. PIPE JOINTS TO BE MADE WATERTIGHT.
TEST HOLE
2�
SLOPE OF GROUND
SIDES 12.53'
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
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°o°o°o - °° ° ° ° HIS PLAN IS FOR PROPOSED WORK ONLY AND
11.97 1 1.80 °°°°°°°° °o°o°o° 9.7 NOT TO BE USED FOR LOT LINE STAKING OR ANY
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OTHER PURPOSE.
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,,o,o o_°_°_o_�_o ° o o o o °_°_°_n_o.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
ALL (1) UNIT REQUIRED
*THE INSTALLER SHALL VERIFY THE LOCATIONS �- 6" CRUSHED STONE OR MECHANICAL OVERALL D MENSIONSSTO OUTS DEEOF STONE: 16.50' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR
OF ALL UTILITIES AND ALL BUILDING SEWER COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF
OUTLETS AND ELEVATIONS PRIOR TO INSTALLING
ANY PORTION OF SEPTIC SYSTEM
(2.5 % SLOPE)
FOUNDATION 14' -
LEGEND-
99
EGEND
99 --
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH1
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TEST HOLE
2�
SLOPE OF GROUND
orse
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ST/PC 25' D' BOX
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE # 13871
WITNESS: AMY VON HONE, RS
DATE: NOV. 30, 2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
ETI
p" 14'
12"
22'
Permit valid for REPAIR OF SEPTIC SYti 1 F,N1 42"
ONL}, due to SMte and Local septic varmlices.
Board of llealth review and approval is requited for
Zany future additions/repo% ttionshalterations to PERC
selvage facilities and/or strurtares/dNrelling.
Yai m"Outh Health Department
E
,l 61a 1 ate
132"
SYSTEM DESIGN:
A
LS
1OYR 3/2
B
LS
1OYR 4/6
Cl
LS
10YR 5/4
C2
MS
10YR 7/4
12.2'
10.5'
3.0'
NO GROUNDWATER ENCOUNTERED**
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 1500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
LEACHING:
SIDES: 2(16.5 + 12.83) 2 (.74) = 87 GPD
BOTTOM 16.5 x 12.83 (.74) = 156 GPD
TOTAL: 329 S.F. 243 GPD
USE (1) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED DATE
DCS' #17-4/0
MA
BOARD OF HEALTH
VARIANCES REQUESTED UNDER MFC 15.405 1(h): REUCTION IN SEPARATION TO
GROUNDWATER, 5' TO 4'; 15.405 1(a): REDUCTION IN SETBACK TO LOT LINE (10' TO 9')
VARIANCE REQUESTED TOWN OF YARMOUTH REG. 3.7: SAS TO BE 80' TO
WETLAND (20' VARIANCE REQ.)
EXIST. DWELL.
( 2 % SLOPE)
5' -
PROP. WORK LIMIT LINE OF
STAKED SILT FENCE
w
16A 15
�X
OTA_-9iti\hF
20"
VO
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
LAND
STORM
�0 (51LSCSF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
3.0' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
NO GROUNDWATER FOUND** VERIFYING THE LOCATION OF ALL UNDERGROUND & ,
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =000 t
WATER ENCOUNTERED IN BASEMENT WORK.
AT EL. 5.7't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSOR MAP 110 PARCEL 34
BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X
PROPOSED LEACHING FACILITY. i
NOTE: INSTALLER TO CONFIRM (AREA OF INIMAL FLOOD HAZARD) AND AE
ADEQUACY OF ELECTRICAL SYSTEM FOR 12, EXISTING LEACHING FACILITY SHALL BE PUMPED EL. 9
PUMP INSTALLATION AND REMOVED.
13. HANDPUMP IN FRONT YARD IS ORNAMENTAL PER LOCUS IS ITHIN ZONE II
OWNER
*2 BEDROOM1 DEED RESTRICTION REQUIRED
14. ELECTRICAL PERMIT REQ'D
ACCESS FOR ROUTINE MAINTENANCE
MUST BE PROVIDED FOR ZABEL FILTER. 22 + GAL RESERVE
OGS INSTALLER MUST FOLLOW ALL
Q MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
ALARM AND CONTROL PANEL ,,,,,;,;,, ,�,� , • ,,„�„� �,.,
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV.. IN 9.55'
\moi SEPARATE CIRCUIT FROM PUMP
2" PRESSURE LINE
ZABEL FILTER
�4 FLOAT SWITCH ALARM ON (A100) 19" TEE SLOPE TO DRAIN BACK
OUTLET TEE W/EXTENSION
SETTINGS: 0.25" WEEP HOLES
TO COASTAL PUMP ON(LSSM 5"
-CSF) WORKING RANGE 6» 1500 GAL. MIN. CHECK VALVE
r 5 THIS SIDE MYERS SRM 4
5 OF BAFFLE SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12" SYSTEM (OR EQUAL)
(ON BLOCK)
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DINAH'S POND 6" BAFFLE
H-10 2000 GAL. SEPTIC TANK'
PUMP CHAMBER COMBINATION
/ >%, (NOT TO SCALE)
EX/STING
NO
WELLING
F = 12.9
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sF1\\�\� NOTE: OWNER REQUESTS THAT WALKWAY AND WALLS BE PRESERVED
COASTAL BANK AT
FLOODZONE LINE
PROP. WORK LIMIT LINE OF
STAKED SILT FENCE
EXIST. DWELL
Gia C' NIcL
-A DANIIELA.
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_ \ �6 BENCHMARK. USE CONCRETE2.
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BOUND AT ELEV. 16.3'
% O PROP. VENT WITH CHARCOAL FILTER r
s AND BUGSCREEN (FINALS CEMENT BYpj-'s'"'
� CONTRACTOR WITH HOMEOW ER s
CONSULTATION)
1 DATE DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
36 MAYFLOWER TERRACE
SOUTH YARMOUTH
PRIPARED FOR
JACI, OLSEN
NOVEMBER 30, 2017
REV: JANUARY 5,12018 (TANK SIZE, WLL)
off 508-362-4541
I fax 508-362-9880
downcope.com
MY# cape en�ineering, hK
civil engineers
/and surveyors
939 Main treet ( Rte 6A)
YARMOU HPORT MA 02675
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PUMP OFF 12" SYSTEM (OR EQUAL)
(ON BLOCK)
�� 6 0 0000 00 moo �o0 00�
DINAH'S POND 6" BAFFLE
H-10 2000 GAL. SEPTIC TANK'
PUMP CHAMBER COMBINATION
/ >%, (NOT TO SCALE)
EX/STING
NO
WELLING
F = 12.9
♦ �` 13
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1
A -
sF1\\�\� NOTE: OWNER REQUESTS THAT WALKWAY AND WALLS BE PRESERVED
COASTAL BANK AT
FLOODZONE LINE
PROP. WORK LIMIT LINE OF
STAKED SILT FENCE
EXIST. DWELL
Gia C' NIcL
-A DANIIELA.
r 01i
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_ \ �6 BENCHMARK. USE CONCRETE2.
')CIVIL
n
BOUND AT ELEV. 16.3'
% O PROP. VENT WITH CHARCOAL FILTER r
s AND BUGSCREEN (FINALS CEMENT BYpj-'s'"'
� CONTRACTOR WITH HOMEOW ER s
CONSULTATION)
1 DATE DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
36 MAYFLOWER TERRACE
SOUTH YARMOUTH
PRIPARED FOR
JACI, OLSEN
NOVEMBER 30, 2017
REV: JANUARY 5,12018 (TANK SIZE, WLL)
off 508-362-4541
I fax 508-362-9880
downcope.com
MY# cape en�ineering, hK
civil engineers
/and surveyors
939 Main treet ( Rte 6A)
YARMOU HPORT MA 02675