HomeMy WebLinkAboutEngineered Plan - 2018LEGEND
99 --
EXISTING CONTOUR
X 99. '
EXIST. SPOT ELEV.
- [99]--
P T
PROPOSED CONTOUR
[98.41
PROPOSED SPOT EL.
TH1
A
„1
TEST HOLE
2%
SLOPE OF GROUND
CC�
UTILITY POLE
Pond
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 6-8-2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
SYS -EM DESIGN:
UAKbAUL UIJF USLK 15 NUI ALLUWtU
STATE ZONE II- 1 BEDROOM/10,000 SF MAX. - 3 BEDROOM OK
ALSO ONSITE WELL PROPOSED- NITROGEN SENSITIVE AREA
PROPOSED 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED DATE
120" I I 44' 132"
NO GROUNDWATER ENCOUNTERED
DCE # 18-226
43'
Y I CI\/I tJKVI-ILS ALL SYSILM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR NOTES
PROVIDE MIN. 20" DIAM. WATERTIGHT (NTO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAV 88
2" PEASTONE OR GEOTEXTILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
CONCRETE COVERS TO WITHIN 3" GRADE
2. MUNICIPAL WATER IS NOT AVAILABLE (ONSITE WELL)
TOP FOUND. EL. 59.0 FILTER FABRIC OVER STONE
57.0'
MINIMUM .75OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 55.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
NOTE: 2" MIN. WALL
PRECAST H -lo 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
RISERS TYP.
THICKNESS REQUIRED BLOCKS OR
TO BE AA -
( SHO H 10
PRECAST RIS -
2'4
4"bSCH40 P C
ERS
_ MORTAR ALL
..• . " _ H-10
s MIN. SUMP PIPES LEVEL 1ST 2 4' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
12" MIN. INT. DIM. ENDS (TYP.) INV'S EL. 51.7 4'
`'.
*53.8' lo" 14 SIDES 52.53' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
P•=� •��_�__� 310 CMR 15.000 (TITLE 5.)
' 1500 GAL H-10 °o°o°o°o . " 000000°o°
53.35 TEE TEE 53.10' o ° ° o �DDO DMO� ��0- -0m��
SEPTIC TANK o 0 0 0 0 °o°o°o°o �OD��LpjM QQ��O �O ��Op ap OO >oo°00000
4' LIQ. LEVEL o°o°o°o°o°o° WATERTEST 'D BOX O >°°°°°o°° o°00000
o000000aE9oo MM0MM���L �( 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
ACME OR EQUAL GAS BAFFLE ;: '°°�°��°°�°� FOR LEVEL ESS N 00000000 ������0��0� 0�0000��000 ,0°000000 BE USED FOR LOT LINE STAKING OR ANY OTHER
7 ;°°00000°p°o°o°o°
51.97 511
1.80 °o°°°°°o °°o°°o°o°0 49.7' PURPOSE.
000°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0oa 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
,0000000°o°o�o�o�o°000°o°o°o�,ono°o°opo°o°o°o. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
ALL ARO IND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL OVERALL IMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROMBOARDOF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
`V
ELEV.
4
ELEV.
0"
PROPOSED:
54' 0"
c
o g
54'
A
A
v
v
c
150'
I
o
0
Dennis
MIN.
LS
Pond
LS
MIN.
o
1OYR 3/2
mLocus
ti
10YR 3/2
REAR SETBACK
12"
156'
6"
BUILDING COVERAGE 25%
6.4%
SITE
B
7
B
PROTECTION OVERLAY DISTRICT
l
LS
LS
Compground
60"
1OYR 6/8
49'42
1OYR 6/8
,
50.5
C
C
PERC
MS
MS
10YR 7/4
1OYR 7/4
120" I I 44' 132"
NO GROUNDWATER ENCOUNTERED
DCE # 18-226
43'
Y I CI\/I tJKVI-ILS ALL SYSILM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR NOTES
PROVIDE MIN. 20" DIAM. WATERTIGHT (NTO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAV 88
2" PEASTONE OR GEOTEXTILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
CONCRETE COVERS TO WITHIN 3" GRADE
2. MUNICIPAL WATER IS NOT AVAILABLE (ONSITE WELL)
TOP FOUND. EL. 59.0 FILTER FABRIC OVER STONE
57.0'
MINIMUM .75OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 55.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
NOTE: 2" MIN. WALL
PRECAST H -lo 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
RISERS TYP.
THICKNESS REQUIRED BLOCKS OR
TO BE AA -
( SHO H 10
PRECAST RIS -
2'4
4"bSCH40 P C
ERS
_ MORTAR ALL
..• . " _ H-10
s MIN. SUMP PIPES LEVEL 1ST 2 4' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
12" MIN. INT. DIM. ENDS (TYP.) INV'S EL. 51.7 4'
`'.
*53.8' lo" 14 SIDES 52.53' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
P•=� •��_�__� 310 CMR 15.000 (TITLE 5.)
' 1500 GAL H-10 °o°o°o°o . " 000000°o°
53.35 TEE TEE 53.10' o ° ° o �DDO DMO� ��0- -0m��
SEPTIC TANK o 0 0 0 0 °o°o°o°o �OD��LpjM QQ��O �O ��Op ap OO >oo°00000
4' LIQ. LEVEL o°o°o°o°o°o° WATERTEST 'D BOX O >°°°°°o°° o°00000
o000000aE9oo MM0MM���L �( 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
ACME OR EQUAL GAS BAFFLE ;: '°°�°��°°�°� FOR LEVEL ESS N 00000000 ������0��0� 0�0000��000 ,0°000000 BE USED FOR LOT LINE STAKING OR ANY OTHER
7 ;°°00000°p°o°o°o°
51.97 511
1.80 °o°°°°°o °°o°°o°o°0 49.7' PURPOSE.
000°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0oa 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
,0000000°o°o�o�o�o°000°o°o°o�,ono°o°opo°o°o°o. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
ALL ARO IND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL OVERALL IMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROMBOARDOF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
, 2.5 7 5 430' BOTTOM TH-2
PRIOR TO COMMENCEMENT OF WORK.
MA
BOARD OF HEALTH
( % SLOPE) ( % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION- 15' SEPTIC TANK 15' D' BOX - 12' LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62
FACILITY LEACHING FACILITY.
12. T.O.F. IS 2.5' BELOW HI PT. VAR. REQUIRED. LOCUS IS WITHIN FEMA FLOOD ZONE X
*THE INSTALLER SHALL VERIFY THE (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS
LOCATIONS OF ALL UTILITIES AND ALL SHOWN ON COMMUNITY PANEL #25001 C0559J
BUILDING SEWER OUTLETS AND DATED 7/16/2014
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
ZONING SUMMARY
I
ZONING DISTRICT: R-40
DISTRICT
R . 64
PROPOSED:
� \
c
o g
40,000 S.F.
\
Sondysid ���
v
v
c
150'
I
o
0
Dennis
MIN.
FRONT SETBACK
Pond
o
MIN.
o
20'
mLocus
ti
MIN.
REAR SETBACK
20'
156'
MAX.
BUILDING COVERAGE 25%
6.4%
SITE
IS LOCATED WITHIN
7
PROTECTION OVERLAY DISTRICT
l
Yol,mouth
Route
---- 6 6
Compground
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
, 2.5 7 5 430' BOTTOM TH-2
PRIOR TO COMMENCEMENT OF WORK.
MA
BOARD OF HEALTH
( % SLOPE) ( % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
FOUNDATION- 15' SEPTIC TANK 15' D' BOX - 12' LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62
FACILITY LEACHING FACILITY.
12. T.O.F. IS 2.5' BELOW HI PT. VAR. REQUIRED. LOCUS IS WITHIN FEMA FLOOD ZONE X
*THE INSTALLER SHALL VERIFY THE (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS
LOCATIONS OF ALL UTILITIES AND ALL SHOWN ON COMMUNITY PANEL #25001 C0559J
BUILDING SEWER OUTLETS AND DATED 7/16/2014
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
ZONING SUMMARY
I
ZONING DISTRICT: R-40
DISTRICT
PROPOSED:
MIN.
LOT SIZE
40,000 S.F.
40,919 SF
MIN.
LOT FRONTAGE
150'
150'
MIN.
FRONT SETBACK
30'
82.8'
MIN.
SIDE SETBACK
20'
30.0'
MIN.
REAR SETBACK
20'
156'
MAX.
BUILDING COVERAGE 25%
6.4%
SITE
IS LOCATED WITHIN
AQUIFER
PROTECTION OVERLAY DISTRICT
(ZONE 2)
�c
YLrmoulth He2lth Department
Sam, -Date
71;'x� I
T1,11 I �:..,F IIli' � I. i � PLAN"
OF
OLD HYANH\ Is- ROAD
Y A [Fq�. M 0 U`Fr''d P 0 R T M A
PREPARED FOR
LIKAARIN0 101� - -- I
_._.... 1. TRYY NC.
Im
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: JUNE 25, 2018
RLIN
Scale:1 "= 20' t
AUG 0 9 190 18
0 10 20 30 40 50 FEET HEALTH DEFT
off 508-362-4541
fax 508-362-9880
downcope.com
4621-6 CdPO Mly1fteefffiff. 111C.
civil engineers
Ian d surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
18-226
i
�c
YLrmoulth He2lth Department
Sam, -Date
71;'x� I
T1,11 I �:..,F IIli' � I. i � PLAN"
OF
OLD HYANH\ Is- ROAD
Y A [Fq�. M 0 U`Fr''d P 0 R T M A
PREPARED FOR
LIKAARIN0 101� - -- I
_._.... 1. TRYY NC.
Im
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: JUNE 25, 2018
RLIN
Scale:1 "= 20' t
AUG 0 9 190 18
0 10 20 30 40 50 FEET HEALTH DEFT
off 508-362-4541
fax 508-362-9880
downcope.com
4621-6 CdPO Mly1fteefffiff. 111C.
civil engineers
Ian d surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
18-226