HomeMy WebLinkAboutEngineered Plan - 2013D -BOX
TWENTY FIVE (25) ADS ARC3GHC (3G I GBD2)
LEACH CHAMBERS IN BED CONFIGURATION WITH
FIVE (5) ROWS OF FIVE (5) CHAMBERS
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ngest Run TWENTYFIVE (25) ADO ARC -361
25' -} }- f l' 8' (36/ 6DD2) LEACH CHAMBERS IN BED
DD -6 • CONF/GURAT/ON WITH FIVE (5) ROWS 1n5r--Ch017Ports (See Note #4)
/500 GALLON (fJ-20 Rated) OFF/VE(5) CHAMBERS
PLAN VIEW
SEPT/C TANK _� LEACH C11AM0ER5 EL=39.41 Bottom of Test //o% SCALE: I " = 10'
FLOW PINOFILE
NOT -TO SCALE
CONSTRUCTION NOTES SYSTEM DESIGN CALCULATIONS
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): 5EWAGEDE5/6NFLOWP-FQU/RED.- 4 BEDROOM DWELL/NG @
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND / /0 GPD/BEDROOM = 440 GPD REQUIRED
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT
AND DI5PO5ALOf SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 5EWA6EDE5/6NFLOWPROVIDED: TWENTYF/VE(25)AD5VNIT5/NEED
CONF/GURAT/ON IN F1VE (5) ROW5 OFFIVE (5) UNIT5 EACH.
2.) ANY 5EPTIC`,5Y5TEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H--20 Vt = ((440/0.74)/(4.8 FT21) T)/5.0 LFJ = 24.7AD5 UNITS
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. REQUIRED (25 PROVIDED)
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON ASTABLEE% 444 GPD PROVIDED > 440 GPD REQU/RED
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE.
5EP77C TANK CAPAC/TYREQU/RED: 440 6)'0 X 200% = BBO GPD 2CQU/RED \
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE.DI5TROUTION BOX, AND 5EPT/C TANK CAPAC/TYPROV/DED= /500 GALLON SEPTIC SANK (MINALLOWED) \ \
THE 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING _
FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL A GARDAGE015P05AL /5 NOT PERM/TTED W/TH TI -115 DES/GN FLOW
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC
MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. yAwe\ �Q v �0 O
5.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT: PIPE SHALL BE LAID ON Avg\��G
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK a Gta \ 6
AND NOT LESS THAN I % OTHERWISE. Map G I G
Parcel 38
l m
G-) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40
PVC (OR EQUIVALENT) LAID AT 0.005 FT/1-T UNLESS OT: ,,ERW_ ISE h'O i - LINES SHALL BE CAPPED k02
AT END OR AS NOTED.
Existing Cesspools (2) to be Q \ G �\
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE Bdrm Bdrm- Abandoned (See Note A2 f) ��1 j' / �9 ' \ \
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO P�s tl�.7 �� \:
ASSURE EVEN DISTRIBUTION. 00°� A j
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES / p` /rho+�0 41da�`o� \ \
IN ORDER TO PROVIDE A WATERTIGHT SEAL.
SezPnd Floor / /Shed
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. /
i
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE. a16.9o
`. /
Bdrm Living 49.5 // r �� 10 min
1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. J-3 �\ �\
Deck
1 2.) FROM THE DATE OF THE'IN5TALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT:-, - BENCHMARK
-1 To Corner Concrete
OF THE AR
HC
,F= EA THAT MAY CAUSE DAMAGE TO THE SYSTEM. Bdrm 6th Kitchen S
13.) THE•DE5IGNER WILL NOT BE RESPONSIBLE "FOR THE SYSTEM AS DESIGNED UNLESS ,
CONSTRUCTED AS SHOWN: ON PLAN. ANY CHANGES SHALL BE APPROVED INWRITING BY THE or Ldry �S�O o " 49.5
DESIGNER. First Flo._.
14.) THE BbARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Map G i O
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE j�7 j� Parcel 3G O
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT FLOO 1 \ PLAN
AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
49.4
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR NOT TO SCALE
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO _ S
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIG5AFE,
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. oS,IZ
I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTEUNES ARE CONNECTED BY WATER TESTING `
WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY TEST HOLE LOGS
SEPTIC SYSTEM COMPONENTS.
18.1 INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE
USED FOR STAKING, OR ANY OTHER PURPOSES.
19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR
ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT'
RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE ,
APPROPRIATE AUTHORITY. ~-
20.) IF SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOG5,"DE5IGN ENGINEER IS TO INSECT
THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION. a
Test Hole # 1 (EL=49.4:�)
j EXISTING SPOT GRADE
Depth .
Layer.,
TOP OF FOUNDATION
24"dameter concrete covers
Comments
0"-1 1 "
EL=50.G
raised to withm 5- of brash grade
24 PROPOSED CONTOUR
I 1 "-31 "
(or as noted)
/nspe Port and cap with magnetic
I OYR 5/8
0 OVERHEAD UTILITY LINES
31 "-1 20"
rade-tion
manFmg tape to within 3" of g
Fine Sand
I OYR G/4
&,sting EL =49 22t
EL=49.3± EL=49.7(max)
EDGE OF CLEARING
L
-�-• I:] FENCE
TEST HOLE LOCATION
48.21
SEPTIC TANK
cu
DB DISTRIBUTION BOX
47.9±- .
--
_
r.; ',._.-••.
46:7+ 1
X
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-
a
47.6t 47.00
46.7546.60
_ 46.43 4C 30 i
_
r
Gas Baff/e Y
CV
45.40
D -BOX
TWENTY FIVE (25) ADS ARC3GHC (3G I GBD2)
LEACH CHAMBERS IN BED CONFIGURATION WITH
FIVE (5) ROWS OF FIVE (5) CHAMBERS
ru
b�
N
cv `r
L
1
ngest Run TWENTYFIVE (25) ADO ARC -361
25' -} }- f l' 8' (36/ 6DD2) LEACH CHAMBERS IN BED
DD -6 • CONF/GURAT/ON WITH FIVE (5) ROWS 1n5r--Ch017Ports (See Note #4)
/500 GALLON (fJ-20 Rated) OFF/VE(5) CHAMBERS
PLAN VIEW
SEPT/C TANK _� LEACH C11AM0ER5 EL=39.41 Bottom of Test //o% SCALE: I " = 10'
FLOW PINOFILE
NOT -TO SCALE
CONSTRUCTION NOTES SYSTEM DESIGN CALCULATIONS
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): 5EWAGEDE5/6NFLOWP-FQU/RED.- 4 BEDROOM DWELL/NG @
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND / /0 GPD/BEDROOM = 440 GPD REQUIRED
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT
AND DI5PO5ALOf SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 5EWA6EDE5/6NFLOWPROVIDED: TWENTYF/VE(25)AD5VNIT5/NEED
CONF/GURAT/ON IN F1VE (5) ROW5 OFFIVE (5) UNIT5 EACH.
2.) ANY 5EPTIC`,5Y5TEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H--20 Vt = ((440/0.74)/(4.8 FT21) T)/5.0 LFJ = 24.7AD5 UNITS
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. REQUIRED (25 PROVIDED)
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON ASTABLEE% 444 GPD PROVIDED > 440 GPD REQU/RED
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE.
5EP77C TANK CAPAC/TYREQU/RED: 440 6)'0 X 200% = BBO GPD 2CQU/RED \
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE.DI5TROUTION BOX, AND 5EPT/C TANK CAPAC/TYPROV/DED= /500 GALLON SEPTIC SANK (MINALLOWED) \ \
THE 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING _
FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL A GARDAGE015P05AL /5 NOT PERM/TTED W/TH TI -115 DES/GN FLOW
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC
MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. yAwe\ �Q v �0 O
5.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT: PIPE SHALL BE LAID ON Avg\��G
MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK a Gta \ 6
AND NOT LESS THAN I % OTHERWISE. Map G I G
Parcel 38
l m
G-) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40
PVC (OR EQUIVALENT) LAID AT 0.005 FT/1-T UNLESS OT: ,,ERW_ ISE h'O i - LINES SHALL BE CAPPED k02
AT END OR AS NOTED.
Existing Cesspools (2) to be Q \ G �\
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE Bdrm Bdrm- Abandoned (See Note A2 f) ��1 j' / �9 ' \ \
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO P�s tl�.7 �� \:
ASSURE EVEN DISTRIBUTION. 00°� A j
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES / p` /rho+�0 41da�`o� \ \
IN ORDER TO PROVIDE A WATERTIGHT SEAL.
SezPnd Floor / /Shed
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. /
i
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE. a16.9o
`. /
Bdrm Living 49.5 // r �� 10 min
1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. J-3 �\ �\
Deck
1 2.) FROM THE DATE OF THE'IN5TALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT:-, - BENCHMARK
-1 To Corner Concrete
OF THE AR
HC
,F= EA THAT MAY CAUSE DAMAGE TO THE SYSTEM. Bdrm 6th Kitchen S
13.) THE•DE5IGNER WILL NOT BE RESPONSIBLE "FOR THE SYSTEM AS DESIGNED UNLESS ,
CONSTRUCTED AS SHOWN: ON PLAN. ANY CHANGES SHALL BE APPROVED INWRITING BY THE or Ldry �S�O o " 49.5
DESIGNER. First Flo._.
14.) THE BbARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Map G i O
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE j�7 j� Parcel 3G O
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT FLOO 1 \ PLAN
AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
49.4
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR NOT TO SCALE
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO _ S
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIG5AFE,
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. oS,IZ
I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTEUNES ARE CONNECTED BY WATER TESTING `
WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY TEST HOLE LOGS
SEPTIC SYSTEM COMPONENTS.
18.1 INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE
USED FOR STAKING, OR ANY OTHER PURPOSES.
19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR
ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT'
RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE ,
APPROPRIATE AUTHORITY. ~-
20.) IF SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOG5,"DE5IGN ENGINEER IS TO INSECT
THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION. a
Test Hole # 1 (EL=49.4:�)
j EXISTING SPOT GRADE
Depth .
Layer.,
•5od Class
SodColor
Comments
0"-1 1 "
FdVA
24 PROPOSED CONTOUR
I 1 "-31 "
B
Fine -Mecum Sand
I OYR 5/8
0 OVERHEAD UTILITY LINES
31 "-1 20"
C I
Fine Sand
I OYR G/4
Perc @ 52"
I
21 .) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND DATE OF TESTING: 01/30/13
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING
BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
PERCOLATION RATE: LESS THAN 5 MIN/INCH IN "C" LAYER
NO GROUNDWATER ENCOUNTERED
7�
�7
p
EL=50.00 (Assumed Datum)
Map G I
Parcel 34
SITE PLAN
SCALE: I " = 20'
INSPECTION NOTE:
PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM
NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
Al
��LZN OF 41ti . s
9
LINO, J, oyG�
o PINTO
e
20 40 GO
SCALE 1 "=20'
C:\C5N\05-5tation\05-Station-5D5 Plan.dwg
YARMOUTH,
MA
Bass
`Str
e
(M
c7 verge
0-
m
LOCU5
m
J
Q'
51TE LOCUS
NOT TO SCALE
W
Bass River
Bridge
Old Main St.
I.) Asse'ssor's Map G I Parcel 35
2.) Deed Book 13995 Page 313
3.) Plan Book 398 Page 52
4.) This 1property is not In a Zone II of a Public
IWater Supply
5.) floold Zone: C
LEGEND
aouli.i Llealth DePaeat
ate Fl� 7 D 7 2013
HEAT_I t DIEM.
Survey Frork by. -
A & H Land Services
618 Route 28, Suite 3
iPest Ya=outh, MA 02673
Ph. (508) 737-,1777 E mull.• anmland®comcast net
Prepared for:
Jen Sexton
13 Station Ave., Yarmouth, MA
Propo5 ci Sewage D15po5al System
13 Ration Ave., Yarmouth, MA
Prepared by:
lieeri,
P.O. Bog P030 Phone. (508) 299-3250
Teaticke , MA 02536 Fag: (508) 548-5478
Date: O 1/25/13 5ca1el As Shown By: WP Check: MTA Project No. C5N0304
j EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
- - I , -- EXISTING CONTOUR
24 PROPOSED CONTOUR
ww_ WATER SERVICE LINE
0 OVERHEAD UTILITY LINES
u UNDERGROUND UTILITY LINES
c GAS SERVICE LINE
EDGE OF CLEARING
L
-�-• I:] FENCE
TEST HOLE LOCATION
SEPTIC TANK
DB DISTRIBUTION BOX
--
SAE 5blL-AB50RPTION SYSTEM
aouli.i Llealth DePaeat
ate Fl� 7 D 7 2013
HEAT_I t DIEM.
Survey Frork by. -
A & H Land Services
618 Route 28, Suite 3
iPest Ya=outh, MA 02673
Ph. (508) 737-,1777 E mull.• anmland®comcast net
Prepared for:
Jen Sexton
13 Station Ave., Yarmouth, MA
Propo5 ci Sewage D15po5al System
13 Ration Ave., Yarmouth, MA
Prepared by:
lieeri,
P.O. Bog P030 Phone. (508) 299-3250
Teaticke , MA 02536 Fag: (508) 548-5478
Date: O 1/25/13 5ca1el As Shown By: WP Check: MTA Project No. C5N0304