HomeMy WebLinkAboutEngineered Plan - Rev. 2017LEGEND
99-
EXISTING CONTOUR
X 99- 1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198-4]
PROPOSED SPOT EL.
THI
PRIOR TO CO'MMENCEMENT OF WORK.
KIA
TEST HOLE
SLOPE OF GROUND
C -OL)
UTILITY POLE
Zlfl
FIRE HYDRANT
NOTE- NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPID = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
ADD 1000 GAL. 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
446 SF/18.88 SF/UNIT = 23.6 UNITS
THEREFORE, USE GRAVELLIESS 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)
IAPPROVED
MA
DATE BOARD OF HEALTH
BEDROOM BATH KITCHEN
BA
LIVING
BEDROOM BEDROOM ROOM
GARAGE
EXISTING FLOOR PLAN
(NOT TO SCALE)
DCE #17-093
SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
T.O.F. EL. 25.3'
23 0'
NOTES
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD 88
COMPARABLE MEANS FOR FUTURE LOCATION. I
2. MUNICIPAL WATER IS EXISTING
PROVIDE INSPECTION PORTS TO 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
WITHIN 3" OF FINISH GRADE A r)P*4ZIfKI I nANKIr' CnD Al I ODnOnCC-n DDCr%ACT T
MINIMUM ./b OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYS M 123.21 J. J. I U 1141 1�
I . - Tn DE7
PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS
RISERS (TYP.) MIN. 2" WALL THICKNESS
2'0 21.7 4"OSCH40 PVC
PIPES LEVEL 1ST 2'
1 4
JTEE
10" EXISTING 14"
TEE 1000 GAL. TEE 20.3'* `3
PROP. TEE
SEPTIC TANK** t 0000O..�
0 00 0000
0 0 22.08
0
.28'
22.29' 22.12'
22.47'
AROUND PERI ETER OF LEA,
DOWN TO S ,
,SMABLE SOIL LA
NTH C�EAN MED. SAND,,T0
SP�CIFPCATIONS OF/'31'0-CMF
p,0 ND
Bz
NY) IN, -
MAIN-lu n_1V
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 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.
8. PIPE�FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPON ENTS NOT TO BE BACKIFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISS�ION OBTAINED FROM BOARD OF HEALTH
10. CON-fRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE�(1-888-344-7233) AND VERIFYING THE
Old Townhouse Rol
LOCATION OF� ALL UNDERGROUND & OVERHEAD UTILITIES
E�E� 21.8'
PRIOR TO CO'MMENCEMENT OF WORK.
SCALE I"=2000'±
d rom r
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
Loc
t.
'0
ASSESSORS MAP 77 PARCEL -1144
QUICK4 STANDARD LOW PROFILE UN ITS
OP.
ess
ADD ZABEL FILTER
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 32' X 8.5'
(AlOO) OUTLET TEE
6" CRUSHED STONE OR MECHANICAL
Cb
W/EXTENSION
COMPACTION. (15.221 [21)
(NO STONE PROPOSED)
BUOYANCY CALCS:
1�" ?006
0
% SLOPE) SLOPE)
00
4'
FOUNDATION EXIST.
SEPTIC TANK
- 1' - PUMP - 21' - D' BOX
61 LEACHING
2.01' x 8.5 x 4.83 X 62.4 5149 LBS UP (OK)
CHAMBER
FACILITY
PROP. WATERTIG HT COVER TO GRADE
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
TO BE INSTALLED INSIDE
UTILITIES AND ALL BUILDING SEWER
-ANY
OUTLETS AND ELEVATIONS,
"INSTALLER SHALL CONFIRM MINIMUM
GROUNDWATER ADJUSTED EL. 17.8'
PRIOR TO INSTALLING PORTION
CF SEPTIC SYSTEM
SEPTIC TANK SIZE AT 1000 GALLONS
TEST HOLE LOGS
AND ITS SUITABILITY FOR RE -USE.
REPLACE WITH 1500 GALLON SEPTIC
IX/N W
N
TANK APPROPRIATE TO SITE
ENGINEER: CRAIG J. FERRARI, SE #13871
INV. IN 20.29'
rr)KjnITIr)I`xIQ If:- I\lr)T QIIITA01 U
NO LOW PC
AROUND PERI ETER OF LEA,
DOWN TO S ,
,SMABLE SOIL LA
NTH C�EAN MED. SAND,,T0
SP�CIFPCATIONS OF/'31'0-CMF
p,0 ND
Bz
NY) IN, -
MAIN-lu n_1V
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 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.
8. PIPE�FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPON ENTS NOT TO BE BACKIFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISS�ION OBTAINED FROM BOARD OF HEALTH
PUMPCHAMB-ER.
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
V 60"
P-ermit valid for REPAIR OP' SEIPFIC SYSTtr4:
ONLY, dtic,. to State anti I mcal selytic variances
Boa rd of flealth review and appi-mral is require(I lot -
any,, future a(],(Iitions/�efli)k,�itiolls/iiitei-.Itiolis to
sewage facilities anti/or strucfijres/d�%dfing.
Ife.alth 1?epartmt�nt
APPROVE1.)
,-d,- _7 7 7
Mae, Date
v\ OF A4,q
e�,
"�' FDANIELA.
0 U p
ANIEL
OJAU�
C IVIL
N
CIVIL
OJALA
No. 46502
-0
No. 40 80
Pp S. \0
< S/ONAL �-�P'
R\J
DATE DANIEL A. OJALA, P.E., P.L.S.
66"
72"
PERC
FI ILL
A
LS
I OYR 4/2
B
LS
1 OYR 4/2
C
IVIS
I OYR 4/2
120" 13.0'
GROUNDWATER ENCOUNTERED AT 86" EL. 15.8
17.0'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: B
ADJUSTMENT: 2.0'
T�TLE 5 S�1� T1 E P L AN
OF
7 e-% 0-%
e.lill' AFTAIN
e-%eNIj,q
IN
ZA �,jTH YARMOUTH_,__U�k.
% J I
PREF`ARED FOR
IN
F
i m0k I W-1 I I M, � � NO 0,14-0, �, � � , , 0
DATE: JUNE 20, 2017
REV: JULY 17, 2017 (SAS SIZE)
Scale: 1 "= 20' r-RECIE"EVEF-b-
0 10 20 30 - 40 50 FEET 2017
E-EA1_T,q C)EPT
off 508-362-4541
fox 508-362-9880
downcope.com @
down cape e -q. firineerio
a , g, in c.
civ/7 engineers
land surveyors
9,39 lWain Street ( Rte 6A)
YARIWOUTHPORT MA 02675
17-093 SERPONE.DWG
10. CON-fRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE�(1-888-344-7233) AND VERIFYING THE
Old Townhouse Rol
LOCATION OF� ALL UNDERGROUND & OVERHEAD UTILITIES
wninY
PRIOR TO CO'MMENCEMENT OF WORK.
SCALE I"=2000'±
d rom r
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
Loc
t.
'0
ASSESSORS MAP 77 PARCEL -1144
0
OP.
ess
MozelTOOr
VARIANCE REQUESTED:
Cb
Noyes
BUOYANCY CALCS:
1�" ?006
0
(1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4'
00
H-10 1000 GAL. PC WEIGHS 8240 LBS
2.01' x 8.5 x 4.83 X 62.4 5149 LBS UP (OK)
PUMPCHAMB-ER.
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
V 60"
P-ermit valid for REPAIR OP' SEIPFIC SYSTtr4:
ONLY, dtic,. to State anti I mcal selytic variances
Boa rd of flealth review and appi-mral is require(I lot -
any,, future a(],(Iitions/�efli)k,�itiolls/iiitei-.Itiolis to
sewage facilities anti/or strucfijres/d�%dfing.
Ife.alth 1?epartmt�nt
APPROVE1.)
,-d,- _7 7 7
Mae, Date
v\ OF A4,q
e�,
"�' FDANIELA.
0 U p
ANIEL
OJAU�
C IVIL
N
CIVIL
OJALA
No. 46502
-0
No. 40 80
Pp S. \0
< S/ONAL �-�P'
R\J
DATE DANIEL A. OJALA, P.E., P.L.S.
66"
72"
PERC
FI ILL
A
LS
I OYR 4/2
B
LS
1 OYR 4/2
C
IVIS
I OYR 4/2
120" 13.0'
GROUNDWATER ENCOUNTERED AT 86" EL. 15.8
17.0'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: B
ADJUSTMENT: 2.0'
T�TLE 5 S�1� T1 E P L AN
OF
7 e-% 0-%
e.lill' AFTAIN
e-%eNIj,q
IN
ZA �,jTH YARMOUTH_,__U�k.
% J I
PREF`ARED FOR
IN
F
i m0k I W-1 I I M, � � NO 0,14-0, �, � � , , 0
DATE: JUNE 20, 2017
REV: JULY 17, 2017 (SAS SIZE)
Scale: 1 "= 20' r-RECIE"EVEF-b-
0 10 20 30 - 40 50 FEET 2017
E-EA1_T,q C)EPT
off 508-362-4541
fox 508-362-9880
downcope.com @
down cape e -q. firineerio
a , g, in c.
civ/7 engineers
land surveyors
9,39 lWain Street ( Rte 6A)
YARIWOUTHPORT MA 02675
17-093 SERPONE.DWG
10. CON-fRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE�(1-888-344-7233) AND VERIFYING THE
LOCATION OF� ALL UNDERGROUND & OVERHEAD UTILITIES
LOCUS MAP
PRIOR TO CO'MMENCEMENT OF WORK.
SCALE I"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
ASSESSORS MAP 77 PARCEL -1144
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED, OR PUMPED AND FILLED WITH CLEAN SAND.
VARIANCE REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
BUOYANCY CALCS:
(1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4'
H-10 1000 GAL. PC WEIGHS 8240 LBS
2.01' x 8.5 x 4.83 X 62.4 5149 LBS UP (OK)
PROP. WATERTIG HT COVER TO GRADE
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
PROVIDE QUICK DISCONNEC�'T�FOR PUMP
SEPARATE CIRCUIT FROM PUMP
TEST HOLE LOGS
IX/N W
N
ENGINEER: CRAIG J. FERRARI, SE #13871
INV. IN 20.29'
NO LOW PC
INTS
WITNESS: AMY VON HONE, RS
1000 GAL. H-10 S/
2" PRESSURE LINE
DATE: 5/17/17
FLOAT SWITCH
SETTINGS: ALARM ON
500 GAL.+
SLOPE TO DRAIN BACK
PERC. RATE < 2 MIN/INCH
RESERVE
��1-0.25"
PUMP ON
WEEP HOLES
I
8
CHECK VALVE
CLASS SOILS
4" WORKING RANGE
MYERSSRM 4
4"
SUBMERSIBLE 4/10 Fir HUMP
PUMP' OFF
8"
SYSTEM (OR EQUAL)
ELEV.
C>
C> C> C:>C>C>C>
O)p 23.0,
PUMPCHAMB-ER.
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
V 60"
P-ermit valid for REPAIR OP' SEIPFIC SYSTtr4:
ONLY, dtic,. to State anti I mcal selytic variances
Boa rd of flealth review and appi-mral is require(I lot -
any,, future a(],(Iitions/�efli)k,�itiolls/iiitei-.Itiolis to
sewage facilities anti/or strucfijres/d�%dfing.
Ife.alth 1?epartmt�nt
APPROVE1.)
,-d,- _7 7 7
Mae, Date
v\ OF A4,q
e�,
"�' FDANIELA.
0 U p
ANIEL
OJAU�
C IVIL
N
CIVIL
OJALA
No. 46502
-0
No. 40 80
Pp S. \0
< S/ONAL �-�P'
R\J
DATE DANIEL A. OJALA, P.E., P.L.S.
66"
72"
PERC
FI ILL
A
LS
I OYR 4/2
B
LS
1 OYR 4/2
C
IVIS
I OYR 4/2
120" 13.0'
GROUNDWATER ENCOUNTERED AT 86" EL. 15.8
17.0'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: B
ADJUSTMENT: 2.0'
T�TLE 5 S�1� T1 E P L AN
OF
7 e-% 0-%
e.lill' AFTAIN
e-%eNIj,q
IN
ZA �,jTH YARMOUTH_,__U�k.
% J I
PREF`ARED FOR
IN
F
i m0k I W-1 I I M, � � NO 0,14-0, �, � � , , 0
DATE: JUNE 20, 2017
REV: JULY 17, 2017 (SAS SIZE)
Scale: 1 "= 20' r-RECIE"EVEF-b-
0 10 20 30 - 40 50 FEET 2017
E-EA1_T,q C)EPT
off 508-362-4541
fox 508-362-9880
downcope.com @
down cape e -q. firineerio
a , g, in c.
civ/7 engineers
land surveyors
9,39 lWain Street ( Rte 6A)
YARIWOUTHPORT MA 02675
17-093 SERPONE.DWG