HomeMy WebLinkAbout2 Shore Road - Plot Plan 3BENCHMARK
TOP OF FOUNDATION 10 FT. MINIMUM
ELEV._R
CONCRETE
COVERS -
1
4" CAST IRON PIPE
(OR EQUAL MINIMUM
PITCH 1/4 PER FT.
zone 13
J
s
-5—
C C
DiZ�v�� a�T COGS ,
•/jU i
ELEV. _ ,
1;1� I DEC 17 2001
FLOW LINE
10"
TMIN. 19'
ELEV. _
1500 GALLON
SEPTIC TANK
SOIL TEST i99�
DATE OF SOILTET macro 3FQ /
CLEAN SAND WITNESSED BY N'
PERCOLATION RATE < L MIN./INCH.
4" SCHEDULE 40 PVC PIPE ' .. OBSERWATION HOLE 1 OBSERVATION HOLE 2
- MIN. PITCH 1/8" PER FT. 4HED' LAYER OF
"" ELEV.= /4 8 ELEV.=
0 TOP AND
SUBSOI9Cv. �r,ELEV.m a rtJ G R trcAN GMD/L
o 0 0 0 o 12.
E�v.aLEVEL 12*
.
ELEV. 8•S' s e ee e ° e ° i e ° e e 8 ° e ° e 6" El EV_ Z' O WATER AT 96 EL=?' WATER AT EL=
DISTRIBUTION ro'x 38'x ls'
BOX '�DESIGN CALCULATIONS G
TO BE WATER TESTED 3/4" TO 1 1/2--/NUkBER OF BEDROOMS
WASHED STONE GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
(.10 GAL/BR./DAY X BR.) ed 0 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 9 9 o GAL
OBSERVED WATER TABLE ( )0/ 5-/9Y) ELEV. _ FL ACTJL SIZE OF SEPTIC TANK /BOO GAL
No7-o5- Alo V S CG9 A D7uS7-ME.JT r.> t.-, 7i' 3r'^' LEACHING AREA REQUIREMENTS
tnJ A T f u P4 t.. Z c..+ e- S0EWALL AREA �- GAL/S.F.
SI: -WAGE DISPOSAL SYSTEM PROFILE BOTTOM AREA 1.0 GAL/S.F. Ifo GAL/DAY
NOT TO SCALEACHING CAPACITY (BOTTOM + SIDEWALL)
o Z -S)
I EGEND• RESERVE LEACHING CAPACITY �S`O GAL/DAY
i
ers333�
1900 S -Ft /
X073 �
EXISTING SPOT ELEVATION 000
FINIAL SPOT CONTOUR
ELEVATION ---- 0
EVATION--O - NOTES:
FINAL CONTOUR QO -- 1, ALL WOP'YANSHiP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION •ITE 5 .',ND THE TOWN OF Y4z /moo o AA PULES AND
UTILITY POLE -0- REGULAT,ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER —W--qm--W 2, ALL COV - -.RS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN WITHIN 12' OF FINISHED GRADE
3. EXISTING .AND FINAL GRADES SHALL REMAIN ESSENTIALLY 11NE SAME.
w_rr .�:IT�.RY �y�T•ru Cl!Ai_i. PE CAPA^LE Ot*
WI IHSTAI DING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
i1: B04RD ` 4EAL-iH AND DESiGIN cNGiv:cR Z -HALL INSPECT TIHE Inv FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
CONSTRU: 10N OF THE n DTIC SYSTEM ON THE FOLLOWING USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
INSPECTION SCHEDUE: 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
INSP. p1 WHIrN THE EXCAVATION IS COMPLETE. BE MORTARED IN PLACE.'
INSP. �2 DURING PLACEMENT OF CAN FILL 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITHCLEAN
INSP. �3 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED.: DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
12. DESIGN EfIGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATIO14 FROM APPROPRIATE AUTHORITY.
THE EXCAVATION. AND SEPTIC SYSTEM HAVE BEEN
INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN. ►''4• , �" r` Y
9. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
�' n" `10. ALL UNSUITABLE' MATERIAL SHALL BE REMOVED
FOR A MINIMUM OF 10' AROUND LCACH TRFNCNAND BE REPLACED
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
e APPROVED: BOARD OF HEALTH
DATE AGENT
A 2 .S o C/ ,S'bC cS D
A
ELEV. _ ,
1;1� I DEC 17 2001
FLOW LINE
10"
TMIN. 19'
ELEV. _
1500 GALLON
SEPTIC TANK
SOIL TEST i99�
DATE OF SOILTET macro 3FQ /
CLEAN SAND WITNESSED BY N'
PERCOLATION RATE < L MIN./INCH.
4" SCHEDULE 40 PVC PIPE ' .. OBSERWATION HOLE 1 OBSERVATION HOLE 2
- MIN. PITCH 1/8" PER FT. 4HED' LAYER OF
"" ELEV.= /4 8 ELEV.=
0 TOP AND
SUBSOI9Cv. �r,ELEV.m a rtJ G R trcAN GMD/L
o 0 0 0 o 12.
E�v.aLEVEL 12*
.
ELEV. 8•S' s e ee e ° e ° i e ° e e 8 ° e ° e 6" El EV_ Z' O WATER AT 96 EL=?' WATER AT EL=
DISTRIBUTION ro'x 38'x ls'
BOX '�DESIGN CALCULATIONS G
TO BE WATER TESTED 3/4" TO 1 1/2--/NUkBER OF BEDROOMS
WASHED STONE GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
(.10 GAL/BR./DAY X BR.) ed 0 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 9 9 o GAL
OBSERVED WATER TABLE ( )0/ 5-/9Y) ELEV. _ FL ACTJL SIZE OF SEPTIC TANK /BOO GAL
No7-o5- Alo V S CG9 A D7uS7-ME.JT r.> t.-, 7i' 3r'^' LEACHING AREA REQUIREMENTS
tnJ A T f u P4 t.. Z c..+ e- S0EWALL AREA �- GAL/S.F.
SI: -WAGE DISPOSAL SYSTEM PROFILE BOTTOM AREA 1.0 GAL/S.F. Ifo GAL/DAY
NOT TO SCALEACHING CAPACITY (BOTTOM + SIDEWALL)
o Z -S)
I EGEND• RESERVE LEACHING CAPACITY �S`O GAL/DAY
i
ers333�
1900 S -Ft /
X073 �
EXISTING SPOT ELEVATION 000
FINIAL SPOT CONTOUR
ELEVATION ---- 0
EVATION--O - NOTES:
FINAL CONTOUR QO -- 1, ALL WOP'YANSHiP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION •ITE 5 .',ND THE TOWN OF Y4z /moo o AA PULES AND
UTILITY POLE -0- REGULAT,ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER —W--qm--W 2, ALL COV - -.RS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN WITHIN 12' OF FINISHED GRADE
3. EXISTING .AND FINAL GRADES SHALL REMAIN ESSENTIALLY 11NE SAME.
w_rr .�:IT�.RY �y�T•ru Cl!Ai_i. PE CAPA^LE Ot*
WI IHSTAI DING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
i1: B04RD ` 4EAL-iH AND DESiGIN cNGiv:cR Z -HALL INSPECT TIHE Inv FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
CONSTRU: 10N OF THE n DTIC SYSTEM ON THE FOLLOWING USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
INSPECTION SCHEDUE: 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
INSP. p1 WHIrN THE EXCAVATION IS COMPLETE. BE MORTARED IN PLACE.'
INSP. �2 DURING PLACEMENT OF CAN FILL 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITHCLEAN
INSP. �3 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED.: DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
12. DESIGN EfIGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATIO14 FROM APPROPRIATE AUTHORITY.
THE EXCAVATION. AND SEPTIC SYSTEM HAVE BEEN
INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN. ►''4• , �" r` Y
9. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
�' n" `10. ALL UNSUITABLE' MATERIAL SHALL BE REMOVED
FOR A MINIMUM OF 10' AROUND LCACH TRFNCNAND BE REPLACED
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
e APPROVED: BOARD OF HEALTH
DATE AGENT
A 2 .S o C/ ,S'bC cS D
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PROPOSED PLOT PLAN
FOR
I
PROJECT LOCATION
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SWEETSER ENGINEERING
235 GREAT STERN ROAD
SOUPTN DENNIS MASS.
398-3922 02660
I SCALE 1= O
DATE
REVISED
REVISED / ,•: ;/ ` ,� '
is
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SHEET / OF /
LOCATION MAP