HomeMy WebLinkAboutEngineered Plan - 2014COMPACTION. (15.221 [2]) (NO STONE PROPOSED) '
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
5.58 CALLING DIGSAFE (1-888-344-7233) AND
12 % SLOPE (--L% SLOPE) (--!-% SLOPE VERIFYING THE LOCA77ON OF ALL UNDERGROUND &
(12-%
) 1 ( ) OVERHEAD U77LI77ES PRIOR TO COMMENCEMENT OF LOCUS MAP
FOUNDATION 11' SEPTIC TANK49' LEACHING wWORK.D' BOX 2' NOT T AL
FACILITY 11. ANY UNSUITABLE MA ENCOUNTERED
* 0 SCALE
THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 7.0 SHALL BE REMOVED 5' BENEATH AND AROUND THE
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PROPOSED LEACHING FACILITY. ASSESSORS MAP 23 PARCEL 49
`PRIOR TO INSTALLING ANY PORTION OF 'SEPTIC SYSTEM
12. EXIS77NG LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED IMTH CLEAN
SAND.
oma, SYSTEM DESIGN.
C #3 18.10 GARBAGE DISPOSER IS NOT ALLOWED
UP 2. �18 DESIGN FLOW: 3 BEDROOMS 0 110 GPD 330 GPD
POST & /.97 USE A 330 GPD DESIGN FLOW
RAIL` FENCE
(TYP.) SEPTIC TANK: 330 GPD (2) = 660
0�� 17 8O USE A 1500 GAL. H-10 SEPTIC TANK
1818.22 O� vVP� s 3198
LEACHING:
\ 4. SF LF x' 6.25 Lt130T`H = 29.56 SF PtR
STOCKADE LIGHT o HIGH CAPACITY INFILTRATOR UNIT
FENCE (
ooJ
C T � �' 7.79 330 GPD/0.74 GPD. /SF = 445.9 SF LEACHING
TEST HOLEYP.)
' LOGS ,cP; 17. RE
17.74?:
o D 1
DANIEL E. GONSALVES, SE #13587 C.O. r x s> 445.9 SF/29.56 SF/UNIT = 15.1 UNITS
ENGINEER: � � 17.80 .� ,
PHIL RENAUD s �,
WITNESS. o THEREFORE, USE GRAVELLESS SYSTEM OF 16 o
' 2 14 00 o H-20 HIGH CAPACITY UNITS IN FIELD
6
GATE: / � r I
TH1 17.01 CONFIGURATION OF 2 ROWS OF 8 UNITS
PERC. RATE _ < 2 MIN/INCH >> x 17.41 Za i'% 16.65
-
/ i 16.88 16 UNITS x 29.5' SF - 472 SF > 445.9 SF
CLASS SOILS 17.44
17.30 x 16.87 'Irv- 472 SF (0.74) GPD GPD (OK)
,� -�- �r_�...,•. s :;,..,.,.�..,
I/ •�' 7.10
6.98
ELEv: 1 .92 ST.
4 / SIGN
0 17.0 o ;
17.2 17. 1 c 1 . 4 ti 16.04' '
A o .00. O Nair,? .. �� i
0 16.40
LS �� / x 16' 6.54 MA
10
/ 15� 7
10YR 3/2 12 O 16.30 - 9 APPROVED DATE BOARD_ OF HEALTH
" 'o
O .85
B TITLE 6.39 0
16 3 � / s G oQ 5 SITE PLAIN
LS 0 F OF
8 6
10YR 5
-15.88 15.99
�
35» / - 14.1 'o
9 EGG HARBOR ROAD
#5 1, / ,6.91 WEST \ YARMOUTH, A\01OU M
C 14 0� PREPARED FOR
PERC
MAP 23 ornly q
MS PARCEL 48 15.72K.
<= E L _ SS. �,fl�,�.y� RICHARD STEWART
p.
JUL
DATE: JUNE 6, 2014
2.5Y 6/6
E,., 2
HEALTH DE
•
BENCHMARK. REAR SIDE
_ _ �`` �`,:., �.;/ rf: �\�F�� o �� : off 508-362-4541
15.85 LOWER FLANGE .B LT OF �\ �!, fs'` rsr��:/r fax 508-362-9880
v 0�_, c�Y� s, 'NAL downca e.c ,
(?HYDRANT ELEV.=-17.0
_ �_� down cape en inee�bi kc.
120» 7.0'
8 �,
- 20
Scale: 1 "= ' Civil` engineers
NO GROUNDWATER ENCOUNTERED , G-1 `�1 --� J /and Surveyors
_ 939 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA P.E. P.L.S.
`D CE #14-113 YARMOUTHPORT MA 02675
14-113 STEWART.DWG
NOTES
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 1. DATUM IS ASSUMED
MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING
ACCESS COVE RS TO WITHIN 6" OF FIN. GRADE
- 2" PEASTONE OR GEOTEXTILE PROVIDE INSPECTION PORTS TO J. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT.
WITHIN 3" OF FINISH GRADE
TOP FOUND. EL. 17.9' FILTER FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
MINIMUM OF COVER OVER PRECAST 1 6.5' UNITS TO BE AASHO H-10
D
.75 2% SLOPE REQUIRED OVER SYSTEM
PRECAST H-10 WATERIEST D'BOX FOR LEVELNESS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
•' RISERS (TYP.)
;. 2'0 4" OSCH40 PVC 6. CONSTRUC77ON DETAILS TO BE IN ACCORDANCE
•:
' PIPES LEVEL 1ST 2' WITH 310 CMR 15.000 (TITLE 5.)
14.32'
.16.15'* � 10" lsoo GAL H-10 14" 7.
�. ,. THIS PLAN IS FOR PROPOSED WORK ONLY AND
14.83' TEE SEPTIC TANK TEE
14.58NOT TO BE USED FOR LOT LINE STAKING OR ANY
GAS BAFFLE OOOOOOOOCO00 13.5' OTHER PURPOSE.
: ._ 0000a00000Qo 0.92,
o o
;'.. 4' UQ LEVEL (ACME OR EQUAL) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
.�.. .. ...•, .... 14.09 13.92' 12.58'
.
_
oogo000000o000o00000000Ogogagogogog000g000goo 9. COMPONENTS NOT TO BE BACKFILLED OR
0 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 _
O O O O.
o o n n n o o n n n 1 6
_ . _ . a o 0 o n n _ _ _ _n_o. o o H 20 HIGH CAPACITY INFILTRATORS CONCEALED WITHOUT INSPECTION BY BOARD OF
EACH UNIT: 6.25' X 2.83 X 16" HIGH
HEAL77-1 AND PERMISSION OBTAINED FROM BOARD
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: "50' X 5.6'
} 6" CRUSHED'STONE OR MECHANICAL OF HEAL 774
COMPACTION. (15.221 [2]) (NO STONE PROPOSED) '
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
5.58 CALLING DIGSAFE (1-888-344-7233) AND
12 % SLOPE (--L% SLOPE) (--!-% SLOPE VERIFYING THE LOCA77ON OF ALL UNDERGROUND &
(12-%
) 1 ( ) OVERHEAD U77LI77ES PRIOR TO COMMENCEMENT OF LOCUS MAP
FOUNDATION 11' SEPTIC TANK49' LEACHING wWORK.D' BOX 2' NOT T AL
FACILITY 11. ANY UNSUITABLE MA ENCOUNTERED
* 0 SCALE
THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 7.0 SHALL BE REMOVED 5' BENEATH AND AROUND THE
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PROPOSED LEACHING FACILITY. ASSESSORS MAP 23 PARCEL 49
`PRIOR TO INSTALLING ANY PORTION OF 'SEPTIC SYSTEM
12. EXIS77NG LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED IMTH CLEAN
SAND.
oma, SYSTEM DESIGN.
C #3 18.10 GARBAGE DISPOSER IS NOT ALLOWED
UP 2. �18 DESIGN FLOW: 3 BEDROOMS 0 110 GPD 330 GPD
POST & /.97 USE A 330 GPD DESIGN FLOW
RAIL` FENCE
(TYP.) SEPTIC TANK: 330 GPD (2) = 660
0�� 17 8O USE A 1500 GAL. H-10 SEPTIC TANK
1818.22 O� vVP� s 3198
LEACHING:
\ 4. SF LF x' 6.25 Lt130T`H = 29.56 SF PtR
STOCKADE LIGHT o HIGH CAPACITY INFILTRATOR UNIT
FENCE (
ooJ
C T � �' 7.79 330 GPD/0.74 GPD. /SF = 445.9 SF LEACHING
TEST HOLEYP.)
' LOGS ,cP; 17. RE
17.74?:
o D 1
DANIEL E. GONSALVES, SE #13587 C.O. r x s> 445.9 SF/29.56 SF/UNIT = 15.1 UNITS
ENGINEER: � � 17.80 .� ,
PHIL RENAUD s �,
WITNESS. o THEREFORE, USE GRAVELLESS SYSTEM OF 16 o
' 2 14 00 o H-20 HIGH CAPACITY UNITS IN FIELD
6
GATE: / � r I
TH1 17.01 CONFIGURATION OF 2 ROWS OF 8 UNITS
PERC. RATE _ < 2 MIN/INCH >> x 17.41 Za i'% 16.65
-
/ i 16.88 16 UNITS x 29.5' SF - 472 SF > 445.9 SF
CLASS SOILS 17.44
17.30 x 16.87 'Irv- 472 SF (0.74) GPD GPD (OK)
,� -�- �r_�...,•. s :;,..,.,.�..,
I/ •�' 7.10
6.98
ELEv: 1 .92 ST.
4 / SIGN
0 17.0 o ;
17.2 17. 1 c 1 . 4 ti 16.04' '
A o .00. O Nair,? .. �� i
0 16.40
LS �� / x 16' 6.54 MA
10
/ 15� 7
10YR 3/2 12 O 16.30 - 9 APPROVED DATE BOARD_ OF HEALTH
" 'o
O .85
B TITLE 6.39 0
16 3 � / s G oQ 5 SITE PLAIN
LS 0 F OF
8 6
10YR 5
-15.88 15.99
�
35» / - 14.1 'o
9 EGG HARBOR ROAD
#5 1, / ,6.91 WEST \ YARMOUTH, A\01OU M
C 14 0� PREPARED FOR
PERC
MAP 23 ornly q
MS PARCEL 48 15.72K.
<= E L _ SS. �,fl�,�.y� RICHARD STEWART
p.
JUL
DATE: JUNE 6, 2014
2.5Y 6/6
E,., 2
HEALTH DE
•
BENCHMARK. REAR SIDE
_ _ �`` �`,:., �.;/ rf: �\�F�� o �� : off 508-362-4541
15.85 LOWER FLANGE .B LT OF �\ �!, fs'` rsr��:/r fax 508-362-9880
v 0�_, c�Y� s, 'NAL downca e.c ,
(?HYDRANT ELEV.=-17.0
_ �_� down cape en inee�bi kc.
120» 7.0'
8 �,
- 20
Scale: 1 "= ' Civil` engineers
NO GROUNDWATER ENCOUNTERED , G-1 `�1 --� J /and Surveyors
_ 939 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA P.E. P.L.S.
`D CE #14-113 YARMOUTHPORT MA 02675
14-113 STEWART.DWG