HomeMy WebLinkAboutEngineered Plan - 2018LEGEND
X 99.1 EXIST. SPOT ELEV.
BATH
-[99]- PROPOSED CONTOUR
Scale: 1 "=
198.4] PROPOSED SPOT EL.
ROOM
TH1
20 30 40 50 FEET
rh TEST HOLE_ --
-
2� SLOPE OF GROUND
6" CRUSHED
UTILITY POLE
MECHANICAL
FIRE HYDRANT
CALLING DIGSAFE (1-888-344-7233) AND
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LIVING
NOTES
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
SYSTEM PROFILE COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING
PROVIDE MIN. 20" DIAM. WATERTIGHT ,i PROVIDE INSPECTION PORTS TO 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) WITHIN 3" OF FINISH GRADE
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-12
TOP FOUND. EL. 9.8' )I
\ 8.2' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM8.9
PRECAST H-10
8.5
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
ZABEL A100
D CE
RISERS TYP.
, PRECAST H 10
WITH 310 CMR 15.000 TITLE 5.
•' --_ - _- FILTER PRIOR _._ __ _ - - „ - _ _ ( )
2 sb 7.2 RISERS (TYP.) NOT, 2 MIN. WALL 4..,nSCH40 PVC � _ A.
TO P/C 2'0 THIC�NESS REQUIRED
1500 GAL H-10 s" MIN. SUMP I PIPES LEVEL 1ST 2' 8.07 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
* DUAL COMPARTMENT " A�'' 12" MIN• INT• DIM. OTHER PURPOSE.
7.3 f SEPTIC TANK 14
6.13' TEE 'a TEE 5.88' 10" 1000 GAL H-10 EE 7.68'
5.76 TEE PUMP CHAMBER o°oOg0,00, o WATERTEST D BOX 0,28'
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
GAS BAFFLE..,' SEE DETAIL �° 0000 FOR LEVELNESS 7.40'
9. COMPONENTS NOT TO BE BACKFILLED OR
880+ GAL. ; 440+ GAL. BELOW 7.89' 7.72' CONCEALED WITHOUT INSPECTION BY BOARD OF
QUICK4 PLUS STANDARD LOW PROFILE UNITS HEALTH AND PERMISSION OBTAINED FROM BOARD
,000°°o000000000 00•o000 OF HEALTH.
•000000000000000°00000000000000 0808080000°COO . _ , j
°°°°°°°i,2„01o,, 000 0°°°° r_ „°„°„°„°0000°. ;, ,.. ,.• _•. •• .. :.. • �I OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 11.33'
000 08080808000000000°00000000000000000800080;L
4' LIQ LEVEL ACME OR EQUAL °0000000000000000000000 (NO STONE PROPOSED)
SYSTEM DESIGN: i
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWELLING
(EXISTING DUPLEX WITH 2 BEDROOMS EACH SIDE)
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK:
440 GPD (2) = 880 FIRST COMPARTMENT
440 GPD (1) = 440 SECOND COMPARTMENT
880 + 440 GPD = 1320 TOTAL
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
AND A 1000 GAL. PUMP CHAMBER
LEACHING:
4.73 SF/LF x 4' LENGTH = 18.92 SF PER
QUICK4 PLUS STANDARD LP UNIT
440 GPD/0.74 GPD/SF = 595 SF LEACHING REQ'D
595 SF/18.92 SF/UNIT = 31.4 UNITS
THEREFORE, USE GRAVELLESS SYSTEM OF (32)
QUICK4 PLUS STANDARD LP UNITS "IN' -FIELD
CONFIGURATION OF 4 ROWS OF 8 UNITS
32 UNITS x 18.92 SF/UNIT = 605 SF> 595 SF
605 SF (0.74) = 448 GPD (OK)
APPROVED
9" COVER
MA
DATE BOARD OF HEALTH
2% MIN. SLOPE OVER SYSTEM
4" LOAM & SEED
T.O.W. 8.5
\ I' 21"f E CAP STONE UNITS
1/2" x 5 1/4"
1 = WWW Fiberglass
_IIL-II -
I=11LI_II --
Pins
AS- 5'MIN. 3.5' MAX.
6„ VARIES
PEASTONE
COARSE SAND BACKFILL AGAINST
WALL
40 MIL LINER FROM TOP PEASTONE/WALL -� �•
TO 12" BELOW GRADE
KEYSTONE OR EQUAL RETAINING WALL UNITS
18"X8 SET WITH 1" BATTER PER ROW
FIBERGLASS PINS REQ. 6"X30" Crushed Rock or
Unreinforced Concrete
Leveling Pad req.
RETAINING WALL CROSS SECTION
BUOYANCY CALCS:
H-10 1000 GAL. PC WEIGHS 8240 LBS
2.2' x 8.5 x 4.83 X 62.4 = 5636 LBS UP (OK)
5
NOT TO SCALE
LICE # 18-380
10
S
O
_77 O„
HE LOT AREA
10,000±SF
� 12:
U
1A•5
EXISTING
DUPLEX jai
DWELLING
v� TO F = 9.8
i
� � 6
G
DIRT
DRIVE G /
o X
G
10000
� 1
BENCHMARK:
MAG NAIL SET
=7.3' NAVD88
VARIANCES REQUESTED UNDER TITLE 5 AND YARMOUTH HEALTH REGULATIONS:
1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 14.3')
1h: REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4'
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 10-17-2018
PERC. RATE _ < 2 MIN/INCH
PROP. WATERTIGHT COVER TO GRADE CLASS I SOILS
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP r -I ELEV.
BUILDING. ALARM TO BE ON S,
SEPARATE CIRCUIT FROM PUMP O"
A
LS
10YR 2/1INV. IN 5.76' �j NO LOW P�0 NTS 12
1n .,o.. n 1 /T I__ PRESSURE LINE -E`-
. CAL. H-- . O s e
600 GAL.+ SLOPE TO DRAIN BACK TO' PC LS
ALARM ON RESERVE
FLOAT SWITCH 0.25" WEEP HOLES1OYR 5/6 3,
SETTINGS: PUMP ON CHECK VALVE 24„
4" WORKING RANGE 8
MYERS SRM 4
4„ SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 8" SYSTEM (OR EQUAL) C
000 000000 0 SIEVE
C><__ 0000 0 0 0000
PUMP CHAMBER -
Pel . v . . fir REPA11t 01 SEI' I tG SVS -FFM.! M MS
REMOVAL OF UNS I BLE SOIL REQUh (NOT TO SCALE) ONLY. due to. State and Local selyti�: variances.
OUND PERIMETER OF�EACHING FACILII WATERPROOF/WATERTIGHT hoard of Health review and approval +s requirecDfur G -W ADJ. DATA:
0 TO S;UITABLE/NSOF� LAYER. REPLACE any future additionslrcm++.+tio+is/ tltcrations f 1 OYR 7/4 WELL: MIW 29
nT CLEAN MED. 'AND TO MEET .
ECIFIC 110NS OF'S1 CMR 15.255(3) ;r sewage t +cifties an<1lor sb•uctures/�lwetli++g• ZONE. A
Y,a� moutll Heaft.h 1)ep'artnrerat ADJ: 1.9'
AUG 2018
PROPOSED BLOCK
RETAINING WALL
1 � � I-10
PROVIDE 120' OF 40 MIL
LINER AT 5' OFF SAS IN
10 AREA SHOWN. TOP AT
C° ELEV. 8.1', BOTTOM AT
EL. 4.1't
BATH
,,000,0008(,OOC„O,C,0000000008U[,O/,0(,000„0,00080.
- -
Scale: 1 "=
20'
ROOM
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
20 30 40 50 FEET
BEDROOM
6" CRUSHED
OR
MECHANICAL
4'
CALLING DIGSAFE (1-888-344-7233) AND
LOCUS MAP /rr p
C
LIVING
LIVING
downcape.com
COMPACTION. (15STO.
(15
21
[2])
BEDROOM
VERIFYING THE LOCATION OF ALL UNDERGROUND &
�S �V�/"11-
civil engineers
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
SCALE 1"=2000'±
939
Main Street ( Rte 6A)
YARMOUTHPORT
MA 02575
WORK.
2.5 4
( %SLOPE MIN.) ( %SLOPE MIN.)
1
( SLOPE)
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
ASSESSORS MAP 32 PARCEL 124
PROFILE
BE REMOVED BENEATH AND 5' AROUND THE
_
--
-LOW
- - - - - ...-------...._... --- -. _ ., _ _ -
_. --- - D0nDncrn E rerwnEr_ rerEE 1TV
_ _
�-
F UUNDATION
`
J I SEPTIC TANK S PUMP CHAMBER 1 5
, , lIVVVJILV VI\VVIVV ttfllLl\ LL. J.T
D BOX 6 ��r+�.nllvv
FACILITY
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
w�..v.� i� vvi E rnEv r rwEr\ r LVVv �VIVC F1C `CL
AS SHOWN ON COMMUNITY PANEL
-
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
#25001 CO588J DATED 7/16/2014
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
SAND.
UTILITIES AND ALL BUILDING SEWER
OUTLETS AND ELEVATIONS
SITE IS NOT LOCATED WITHIN A ZONE II
PRIOR TO INSTALLING ANY PORTON
OF SEPTIC SYSTEM
13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM
IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL
PERMIT REQUIRED. A SEPARATE ELECTRIC METER
FOR PUMP ONLY SHALL BE INSTALLED SO OWNER'S
CAN SPLIT COST.
SYSTEM DESIGN: i
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWELLING
(EXISTING DUPLEX WITH 2 BEDROOMS EACH SIDE)
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK:
440 GPD (2) = 880 FIRST COMPARTMENT
440 GPD (1) = 440 SECOND COMPARTMENT
880 + 440 GPD = 1320 TOTAL
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
AND A 1000 GAL. PUMP CHAMBER
LEACHING:
4.73 SF/LF x 4' LENGTH = 18.92 SF PER
QUICK4 PLUS STANDARD LP UNIT
440 GPD/0.74 GPD/SF = 595 SF LEACHING REQ'D
595 SF/18.92 SF/UNIT = 31.4 UNITS
THEREFORE, USE GRAVELLESS SYSTEM OF (32)
QUICK4 PLUS STANDARD LP UNITS "IN' -FIELD
CONFIGURATION OF 4 ROWS OF 8 UNITS
32 UNITS x 18.92 SF/UNIT = 605 SF> 595 SF
605 SF (0.74) = 448 GPD (OK)
APPROVED
9" COVER
MA
DATE BOARD OF HEALTH
2% MIN. SLOPE OVER SYSTEM
4" LOAM & SEED
T.O.W. 8.5
\ I' 21"f E CAP STONE UNITS
1/2" x 5 1/4"
1 = WWW Fiberglass
_IIL-II -
I=11LI_II --
Pins
AS- 5'MIN. 3.5' MAX.
6„ VARIES
PEASTONE
COARSE SAND BACKFILL AGAINST
WALL
40 MIL LINER FROM TOP PEASTONE/WALL -� �•
TO 12" BELOW GRADE
KEYSTONE OR EQUAL RETAINING WALL UNITS
18"X8 SET WITH 1" BATTER PER ROW
FIBERGLASS PINS REQ. 6"X30" Crushed Rock or
Unreinforced Concrete
Leveling Pad req.
RETAINING WALL CROSS SECTION
BUOYANCY CALCS:
H-10 1000 GAL. PC WEIGHS 8240 LBS
2.2' x 8.5 x 4.83 X 62.4 = 5636 LBS UP (OK)
5
NOT TO SCALE
LICE # 18-380
10
S
O
_77 O„
HE LOT AREA
10,000±SF
� 12:
U
1A•5
EXISTING
DUPLEX jai
DWELLING
v� TO F = 9.8
i
� � 6
G
DIRT
DRIVE G /
o X
G
10000
� 1
BENCHMARK:
MAG NAIL SET
=7.3' NAVD88
VARIANCES REQUESTED UNDER TITLE 5 AND YARMOUTH HEALTH REGULATIONS:
1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 14.3')
1h: REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4'
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 10-17-2018
PERC. RATE _ < 2 MIN/INCH
PROP. WATERTIGHT COVER TO GRADE CLASS I SOILS
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP r -I ELEV.
BUILDING. ALARM TO BE ON S,
SEPARATE CIRCUIT FROM PUMP O"
A
LS
10YR 2/1INV. IN 5.76' �j NO LOW P�0 NTS 12
1n .,o.. n 1 /T I__ PRESSURE LINE -E`-
. CAL. H-- . O s e
600 GAL.+ SLOPE TO DRAIN BACK TO' PC LS
ALARM ON RESERVE
FLOAT SWITCH 0.25" WEEP HOLES1OYR 5/6 3,
SETTINGS: PUMP ON CHECK VALVE 24„
4" WORKING RANGE 8
MYERS SRM 4
4„ SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 8" SYSTEM (OR EQUAL) C
000 000000 0 SIEVE
C><__ 0000 0 0 0000
PUMP CHAMBER -
Pel . v . . fir REPA11t 01 SEI' I tG SVS -FFM.! M MS
REMOVAL OF UNS I BLE SOIL REQUh (NOT TO SCALE) ONLY. due to. State and Local selyti�: variances.
OUND PERIMETER OF�EACHING FACILII WATERPROOF/WATERTIGHT hoard of Health review and approval +s requirecDfur G -W ADJ. DATA:
0 TO S;UITABLE/NSOF� LAYER. REPLACE any future additionslrcm++.+tio+is/ tltcrations f 1 OYR 7/4 WELL: MIW 29
nT CLEAN MED. 'AND TO MEET .
ECIFIC 110NS OF'S1 CMR 15.255(3) ;r sewage t +cifties an<1lor sb•uctures/�lwetli++g• ZONE. A
Y,a� moutll Heaft.h 1)ep'artnrerat ADJ: 1.9'
AUG 2018
PROPOSED BLOCK
RETAINING WALL
1 � � I-10
PROVIDE 120' OF 40 MIL
LINER AT 5' OFF SAS IN
10 AREA SHOWN. TOP AT
C° ELEV. 8.1', BOTTOM AT
EL. 4.1't
FLOOR PLAN
NOT TO SCALE
OF rF t �.Ii OFm'- ry "� ! 4SSq "
DANIEL
DANIELA. ti A,
< o OJALA C1JaLA
CIVIL f Nd,t0 .
] \ IS C d R�
i-2�~r�SS�ONE
n
DATE DANIEL A. OJALA, P.E., P.L.S.
i
AN
T' I T � � L Z 5 S�7= PL
OF
U`%TLAND DRIVE
-- 'If"% W T Y A" M T H M1 A
?I U U
PREPARED FOR
01W6 I m 1-4
Z5 T OLP"A Folff y T I I
DATE:
BATH
BATH
Scale: 1 "=
20'
ROOM
ROOM
20 30 40 50 FEET
BEDROOM
BEDROOM
KITCHEN
KITCHEN
I
fax 508-362-9880
LIVING
LIVING
downcape.com
BEDROOM
ROOM
ROOM
BEDROOM
FLOOR PLAN
NOT TO SCALE
OF rF t �.Ii OFm'- ry "� ! 4SSq "
DANIEL
DANIELA. ti A,
< o OJALA C1JaLA
CIVIL f Nd,t0 .
] \ IS C d R�
i-2�~r�SS�ONE
n
DATE DANIEL A. OJALA, P.E., P.L.S.
i
AN
T' I T � � L Z 5 S�7= PL
OF
U`%TLAND DRIVE
-- 'If"% W T Y A" M T H M1 A
?I U U
PREPARED FOR
01W6 I m 1-4
Z5 T OLP"A Folff y T I I
DATE:
OCTOBER 24, 2018
Scale: 1 "=
20'
0 10
20 30 40 50 FEET
off 508-362-4541
I
fax 508-362-9880
downcape.com
10W!1
CQPa e/I&ffl/I1e@f//1 . 111C.
civil engineers
land surveyors
MAY 14 2019
939
Main Street ( Rte 6A)
YARMOUTHPORT
MA 02575
HEALTH DEPT.
18-380 MARTIN.DWG