HomeMy WebLinkAboutEngineered Plan - 2015FOUNDATION 24"dto witerconcretecaues
EL -5.77 rarscd to th/n 6" of finish grade
(or as noted)
EL-5.2(mm)
4.5±
m �
L -
3.25 U'C� w 3.0)7 2.90
EL=
30' diameter cast Iron cover
raised to grade
EL=5.6t
=)oats shall be irmtalled
so they can -be reached
from manhale.crover.
24" diameter concrete covers
rased to wrthrn 6aof hn/sh grade
(or as noted) Inspection Port and cap with magnette
I marking tape to wrthrn 3'of grade
40 mil. l /DPE Liner
(see Note #24)
GasBaA4e
15 GALL _ TWFNTY(20) ADS A9036LP LEACH
g CtMMBE95 /N BED CONFIGURA i/ON
Lon est un
ON `r 6' l 23' s' WITTY FOUR (4) ROW.5 OF F1[/E (5)
�cp / n W.17
' 650 GALLON LOW -PROFILE 00-9 C11AMBER5
,5 / T/ TA / Y.1 (tf-20 Rated )
PUMP C ,AMB, R D -BOX LEAC1�1 CtIAMBf�'S
CONSTRUCTION NOTES
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): FLOW PROFILE
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION NOT TO SCALE
OF ON-51TE SEWAGE TREATMENT AND DISPOSAL 5Y5TEM5 AND FOR THE TRANSPORT AND DISPOSAL OF
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR BUOYANCY.
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DE51GNED TO WITHSTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 1 500 GALLON SEPTIC TANK
WEIGHT OF DISPLACED WATER: (10.5 x 5.67 x 2.8) x 62.4 LB5./FT3. = 10;402 LBS. T
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE WEIGHT OF PUMP CHAMBER (EMPTY): 1 1,480 LBS. (PER MANUFACTURER SPECS) 1,
MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. WEIGHT OF SOIL: [(10.5 x 5.67 x 0.8) - 2 Risers @ (n x 1. 122 x 0.81)] x 1.10 LB5./FT3. = 4,546 L55. y
TOTAL WEIGHT OF PUMP CHAMBER AND SOIL = 17, 162 LB5. y
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE
SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FIELDS, 16,026 LBS. 4, > 10,402 LB5. T (NO BALLAST REQUIRED)
TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT
LEAST ONE (I) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLYTO THE 650 GALLON PUMP CHAMBER
BOTTOM OF THE 501L ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE;WEIGHT OF DISPLACED WATER: ( IE x 32 x 3.3) x 62.4 L135./FT3. = 5,823 LB5. T
ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. WEIGHT OF PUMP CHAMBER (EMPTI'): 6,080 LBS. (PER MANUFACTURER SPECS) y
5.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A WEIGHT OF SOIL: [(�c x 32 x I .O') - 1 Riser @ (Tc x 1.252 x 1.0)] x 110 LBS./PT3. = 2,570 L55. 4
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND TOTAL WEIGHT OF PUMP CHAMBER AND SOIL = 8,650 L55.
NOT LESS THAN I % OTHERWISE.
8,650 LB5. J, > 5,823 LBS. T (NO BALLAST REQUIRED)'
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4' DIAMETER SCHEDULE 40 PVC
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLE55 OTHERWISE NOTED. UNE5' SHALL BE CAPPED AT END OR
AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO
THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN f
DISTRIBUTION.
z:
Kitchen Bth
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL.CONCRETE 5TRUCTURF-5 IN Bdrm
-
ORDER TO PROVIDE A WATERTIGHT SEAL: Roam
O
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE 5EWAGE $rs= g,p7 I8'S00
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. Livor Bdrm
9;r /O'
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1. ALL 5Y5TEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE Ln
W
1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 501L ABSORPTION SYSTEM. O zk l
FLOOR P LAN _y�rrl.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE '4 �''
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE 5'07
NOT TO SCALE ` , , •' �,-�^ �"�` /63 i
AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM:.7,l% Fw �/
{� i'�L 5T
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED
A5 5HOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER.
100, ,'..
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD g Fxs
OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE D15POSAL z ` �T, edroo trn9
SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. / 5hecl ' 1 of of Fo ,Dht-g",
48 HOURS ADVANCE NOTICE 15 REQUESTED. / S u
15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 6 g,3 }
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 32a.
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY TI''I <,
PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. °d" 4,87
Existing 5eptre Components to ° a
16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE be Abandoned or Removed as 4 7
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. Needed (See Notes #22 E 23) °. `• A 5.oz
i /.10 9 ... .
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY, SEPTICN 70a 0# .20 -
SYSTEM COMPONENTS. ` BENCHMARK l8S a�
Top Corner Pavement 7
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE.USED
FOR STAKING, OR ANY OTHER PURPOSES. EL=5.12 (NAD88 Datum) 4-
19.)
-19.) THI5 PLAN DOES NOT CEP\nfY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR 30NING TE PLAN
BYLAW5, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RE5TRICTION5. C�'j�
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. TES i HOLE
LOGS
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. , SOILS CAN BE VARIABLE AND SCALE: 1 " = 20'
TEST HOLE DATA 15 NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM
TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE SOILS PRIOR TO PROCEEDING
WITH INSTALLATION OF ANY SEPTIC. COMPONENTS.
2 1 .) 501L REMOVAL: ALL TOP501L ("A" LAYER), SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET
LATERALLY FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER ("B" LAYER)
(EL=4.9±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING,
22.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
Test Hole #!
DATE OF TESTING:
\/�\\/
Layer
PVC Tee
Sod Color
Comments
(Opening
TB,
Medium Loamy Sand
to Sides) ;.
7.2E
eh -,y Une
E
Medium Loamy Sand
--i Cr Poured
c°nc ete
7 Qfj
Thrust Bl -1-3
at all bends
Medium Loamy Sand
6.50
40 mil. l /DPE Liner
(see Note #24)
GasBaA4e
15 GALL _ TWFNTY(20) ADS A9036LP LEACH
g CtMMBE95 /N BED CONFIGURA i/ON
Lon est un
ON `r 6' l 23' s' WITTY FOUR (4) ROW.5 OF F1[/E (5)
�cp / n W.17
' 650 GALLON LOW -PROFILE 00-9 C11AMBER5
,5 / T/ TA / Y.1 (tf-20 Rated )
PUMP C ,AMB, R D -BOX LEAC1�1 CtIAMBf�'S
CONSTRUCTION NOTES
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): FLOW PROFILE
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION NOT TO SCALE
OF ON-51TE SEWAGE TREATMENT AND DISPOSAL 5Y5TEM5 AND FOR THE TRANSPORT AND DISPOSAL OF
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR BUOYANCY.
VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DE51GNED TO WITHSTAND AN H-20
LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 1 500 GALLON SEPTIC TANK
WEIGHT OF DISPLACED WATER: (10.5 x 5.67 x 2.8) x 62.4 LB5./FT3. = 10;402 LBS. T
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE WEIGHT OF PUMP CHAMBER (EMPTY): 1 1,480 LBS. (PER MANUFACTURER SPECS) 1,
MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. WEIGHT OF SOIL: [(10.5 x 5.67 x 0.8) - 2 Risers @ (n x 1. 122 x 0.81)] x 1.10 LB5./FT3. = 4,546 L55. y
TOTAL WEIGHT OF PUMP CHAMBER AND SOIL = 17, 162 LB5. y
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE
SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FIELDS, 16,026 LBS. 4, > 10,402 LB5. T (NO BALLAST REQUIRED)
TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT
LEAST ONE (I) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLYTO THE 650 GALLON PUMP CHAMBER
BOTTOM OF THE 501L ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE;WEIGHT OF DISPLACED WATER: ( IE x 32 x 3.3) x 62.4 L135./FT3. = 5,823 LB5. T
ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. WEIGHT OF PUMP CHAMBER (EMPTI'): 6,080 LBS. (PER MANUFACTURER SPECS) y
5.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A WEIGHT OF SOIL: [(�c x 32 x I .O') - 1 Riser @ (Tc x 1.252 x 1.0)] x 110 LBS./PT3. = 2,570 L55. 4
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND TOTAL WEIGHT OF PUMP CHAMBER AND SOIL = 8,650 L55.
NOT LESS THAN I % OTHERWISE.
8,650 LB5. J, > 5,823 LBS. T (NO BALLAST REQUIRED)'
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4' DIAMETER SCHEDULE 40 PVC
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLE55 OTHERWISE NOTED. UNE5' SHALL BE CAPPED AT END OR
AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO
THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN f
DISTRIBUTION.
z:
Kitchen Bth
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL.CONCRETE 5TRUCTURF-5 IN Bdrm
-
ORDER TO PROVIDE A WATERTIGHT SEAL: Roam
O
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE 5EWAGE $rs= g,p7 I8'S00
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. Livor Bdrm
9;r /O'
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1. ALL 5Y5TEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE Ln
W
1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 501L ABSORPTION SYSTEM. O zk l
FLOOR P LAN _y�rrl.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE '4 �''
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE 5'07
NOT TO SCALE ` , , •' �,-�^ �"�` /63 i
AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM:.7,l% Fw �/
{� i'�L 5T
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED
A5 5HOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER.
100, ,'..
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD g Fxs
OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE D15POSAL z ` �T, edroo trn9
SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. / 5hecl ' 1 of of Fo ,Dht-g",
48 HOURS ADVANCE NOTICE 15 REQUESTED. / S u
15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 6 g,3 }
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 32a.
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY TI''I <,
PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. °d" 4,87
Existing 5eptre Components to ° a
16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE be Abandoned or Removed as 4 7
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. Needed (See Notes #22 E 23) °. `• A 5.oz
i /.10 9 ... .
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY, SEPTICN 70a 0# .20 -
SYSTEM COMPONENTS. ` BENCHMARK l8S a�
Top Corner Pavement 7
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE.USED
FOR STAKING, OR ANY OTHER PURPOSES. EL=5.12 (NAD88 Datum) 4-
19.)
-19.) THI5 PLAN DOES NOT CEP\nfY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR 30NING TE PLAN
BYLAW5, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RE5TRICTION5. C�'j�
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. TES i HOLE
LOGS
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. , SOILS CAN BE VARIABLE AND SCALE: 1 " = 20'
TEST HOLE DATA 15 NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM
TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE SOILS PRIOR TO PROCEEDING
WITH INSTALLATION OF ANY SEPTIC. COMPONENTS.
2 1 .) 501L REMOVAL: ALL TOP501L ("A" LAYER), SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET
LATERALLY FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER ("B" LAYER)
(EL=4.9±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING,
22.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
Test Hole #!
DATE OF TESTING:
Depth
Layer
Soil Class
Sod Color
Comments
O"-2"
A
Medium Loamy Sand
I OYR 3/2
CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
2"-4"
E
Medium Loamy Sand
I OYR 5/2
4'-28'
B
Medium Loamy Sand
1 OYR 416
Perc @ 24"
28"-95"
C 1
Medium Sand
I OYR 6/6
GW @ 53'
N
Ste, PLAN VIEW (typ.)
`+ SCALY: 1 " _ ! 0'
L`L= J.5 t Fstrmated Agh Groundwater
0.6' (per Town of Yarmouth Standards)
--%- €1=09+ Observed Groundwater
LL= 2.6±• Bottom of Test Bole
PUMP NOTES t REQUIREMENTS:
1.) USE A MYERS 5KM4 (4/ 10 HP) PUMP OR EQUIVALENT, CAPABLE OF PASSING A
2" 50LID AND PUMPING 18.0 FT OF HEAD AT 27 GPM.
2.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE
BUILDING BEING SERVED,
3.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP
CHAMBER TO THE DISCONNECT PULL BOX. THE CORDS SHALL BE ENCASED IN 2-1/2"
TO 3" CONDUIT.
4.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS,
I..) Assessor's Map 32 Parcel 107
2.) Deed Book 1 1394 Page 259
3.) Pian Book 153 Pacge 33
4.) Th15 property Is not in a Zone II of a Public
Water Supply
5.) Flood Zone: Alf -
5.)
E
5.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO LEGEND_
MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES
AS WELL AS TO MANUFACTURER'S SPECIFICATIONS. EXISTING SPOT GRADE
I N5TALLER TO VERT FY THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES
PRJOR TO THE START OF ANY EXCAVATION
ACTIVITIES AND RELOCATE AS NFCE55ARY
(SFF mnTF # 1511
23.) EXISTING SEPTIC COMPONENTS TO BE REMOVED, ANY CONTAMINATED SOIL SHALL BE REMOVED
DATE OF TESTING:
m
24x5 PROPOSED SPOT GRADE
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH
SOIL EVALUATOR:
LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC.
- - -- EX15TING CONTOUR
CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
BOARD OF HEALTH AGENT:
Floats shall be m5talled
m
24-- PROPOSED CONTOUR
PERCOLATION RATE:
5o they can be reached
from manhole coyer.
w WATER SERVICE LINE
4.G±
24.) INSTALL A 40 and HDPE LINER FOR BREAKOUT FROM EL=7.2± TO EL=3.2± AS SHOWN ON PLAN
d
o OVERHEAD UTILITY LINES
SCALE 1 11-201
(SEE PLAN VIEW),
GROUNDWATER ENCOUNTERED @ 53" (EL=0.9+_)
Delivery Line
u UNDERGROUND UTILITY LINES
Clean-out
• i
�2"
G GAS SERVICE LINE
Quick Disconnect 90°
�-/�-/�-� EDGE OF CLEARING
Gate valve
�;
I CF Poured
-"---�` FENCE
Concrete
IP TEST HOLE LOCATION
2.90Check
Valve
I8" Bleeder Hole
27" Safety Volume
Thrust Blocking
at all bends
T SEPTIC TANK
ss
Alarm ON
PC PUMP CHAMBER
Pump ON
--.DB
DISTRIBUTION BOX-
Pump-
Pump OFF
SAS SOIL ABSORPTION SYSTEM
Sump
G50 GALLON PUMP
CHAMBER
5Y5TEM DESIGN CALCULATIONS
NOT TO SCALE
SEWAGE 0E5/GN FLAW REOUIRED.• 2 BORM DWELLING 0 BDRM MIN DE51GN
CRITERIA) ®/ IO GPD /BEDROOM = 330 GPD )WOVIF-E D
SEWAGE DE5/GN FLOW PROIAVED. TWFNTY(20) AD5 ARC36LP UNITS /N BEP
CON-76URA7701V IN FOUR (4) ROW5 OF FIVE (5) UMTS EACH,
O - ---"- O-
Vt = 7(330/0.74)/(4.73 FP1FV15.0V7 = 16.9A09 UN/75
REQUIRED (20 PROVIDED)
350 GPD PROWDIED > 330 GPD REOU/RED
Parcel a %
SEPTIC TANK CAPACITY REOUIRM9. 330 GPD X 200% = 660 GPD REQUIRFD
Area= 1 I ,280 S.F.
SEPTIC TANK CAPA0TYPR0WDEDr 1500 GALLON 56T1RC TANK (MIN ALLOWED)
VL
A 6AR8A4GEDI5P0,5A1 /S NOT PERM/TIED IA M 77115 DE516N FLOW
-- -
I N5TALLER TO VERT FY THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES
PRJOR TO THE START OF ANY EXCAVATION
ACTIVITIES AND RELOCATE AS NFCE55ARY
(SFF mnTF # 1511
23.) EXISTING SEPTIC COMPONENTS TO BE REMOVED, ANY CONTAMINATED SOIL SHALL BE REMOVED
DATE OF TESTING:
07/09/15
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH
SOIL EVALUATOR:
LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC.
U 20 40 eO
CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
BOARD OF HEALTH AGENT:
AMY VON HONE, YARMOUTH HEALTH DEPARTMENT
INSPECTION NOTE:
PERCOLATION RATE:
LE55 THAN 2 MIN/INCH IN B * C LAYERS
24.) INSTALL A 40 and HDPE LINER FOR BREAKOUT FROM EL=7.2± TO EL=3.2± AS SHOWN ON PLAN
PRIOR TO FINAL IN5PECT10N BY THE ENGINEER, 5Y5TEM
SCALE 1 11-201
(SEE PLAN VIEW),
GROUNDWATER ENCOUNTERED @ 53" (EL=0.9+_)
NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
C:\Ocean9lde\05-Pawkannawkut\05-Pawkannawkut-SD5 Plan.dwg
-1