HomeMy WebLinkAbout24 Harbor Road Proposed Septic DesignFOUNDATION
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4' CAST IRON PIPE
(OR EQUAL MINIMUM
PITCH 1/4 PER FT.
ELEV. o 97.9
ELEV.
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4' SCHEDULE 40 PVC PIPE
v MIN. PITCH 1/B' PER FT. ,
{ 1
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CLEAN SAND
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2' LA`xER OF
a' 1/8' TO 1/2'
top WASHED STONE VENT
REQUIRED
Z 1 CU. FT. OF
CONCRETE
�7 Q ANCHOR
SOIL TEST
DATE OF SOIL TEST Ru nStI.4 X959
SOIL TEST DONE BY SWEElSER ENGINEERING
WRNESSED BY;
OBSERVATION HOLE 1 Euv.- OBSERVATION HOLE 2 ELEV.- 97C'
PERCOLATION RATE �2 MIN./INCH AT 196' INCHES PERCOLATION RATE MIN./INCH /xi {{/.Loam.-/
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
°10'
° EL°V.
fl AS4%
fey„
GAS
ELEVvd�%O
6' SU ELEV e /��
°• o
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY T=—' CAL
L
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 CAL
TOWN WATER —WSW SOIL CLASSIFICATION
BAFFLE
SWEETSER ENGINEERING '
235
GREAT.WESTERN ROAD 508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS.: -02660
DISTRIBUTION
• ° J `g Y` °L ,Y
CLEAN OUT YZx Z SQ. FT.
SX! ! (� S
= 9 y.so
(TO BE PACED ON FIRM BASE)
ELEv.
BOX %G'
TO BE WATER TESTED
� HIGH CAPACITY IINN AfNRATORS WTH
4�r
Z
9y
1500 GALLON
IF MORE THAN ONE OUTLET
XbI xz TRENCH FORMAfON
t,
r�
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION to
WELL—/—
A� 1 1 •
SYSTEM (SAS)
ZONE
INDEX
27.10
�q�✓r:,
�T
ADJUST
SEWAGE DISPOSAL SYSTEM PROFILEUSGS
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
SHEET ( F /
PROBABLE WATER TABLE ELEV. -
NOT TO SCALE
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALT
OBSERVED WATER TABLE ( / / ) ELEV. m
BOTTOM OF TEST HOLE ELEV. _
BE MORTARED IN PLACE
SOIL TEST
DATE OF SOIL TEST Ru nStI.4 X959
SOIL TEST DONE BY SWEElSER ENGINEERING
WRNESSED BY;
OBSERVATION HOLE 1 Euv.- OBSERVATION HOLE 2 ELEV.- 97C'
PERCOLATION RATE �2 MIN./INCH AT 196' INCHES PERCOLATION RATE MIN./INCH /xi {{/.Loam.-/
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
(A
9.✓ Y
fey„
FINAL SPOT ELEVATIONTOTAL ESTIMATED FLOW ttc yvp
0-(0
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY T=—' CAL
L
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 CAL
TOWN WATER —WSW SOIL CLASSIFICATION
CATCH BASIN �� DESIGN PERCOLATION RATE 5 MM./IN.
SWEETSER ENGINEERING '
235
GREAT.WESTERN ROAD 508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS.: -02660
GAS LINE EFFLUENT LOADING RATE 0.74 CAL/DAY/S.F.
� CHING EA
CLEAN OUT YZx Z SQ. FT.
SX! ! (� S
CESSPOOL C.P. QS {% yJ r
CAPACITY
LEACHING (AREA X RATE) CAL/DAY
6G�-sY o "7
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
t,
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO A.E.P.
TITLE'S AND THE TOWN OF Yn-°"+�"{ RULES AND
�p/�
C
to
5R D
27.10
�q�✓r:,
Sq�f
LOCATION MAP
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
SHEET ( F /
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS
DEPTH
HORIZ
TEXTURE.
COLOR
MOTT.
OTHER
EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
0//lC�
9.✓ Y
fey„
FINAL SPOT ELEVATIONTOTAL ESTIMATED FLOW ttc yvp
0-(0
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY T=—' CAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 CAL
TOWN WATER —WSW SOIL CLASSIFICATION
CATCH BASIN �� DESIGN PERCOLATION RATE 5 MM./IN.
SWEETSER ENGINEERING '
235
GREAT.WESTERN ROAD 508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS.: -02660
GAS LINE EFFLUENT LOADING RATE 0.74 CAL/DAY/S.F.
� CHING EA
CLEAN OUT YZx Z SQ. FT.
SX! ! (� S
CESSPOOL C.P. QS {% yJ r
CAPACITY
LEACHING (AREA X RATE) CAL/DAY
6G�-sY o "7
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
t,
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO A.E.P.
TITLE'S AND THE TOWN OF Yn-°"+�"{ RULES AND
�p/�
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. '
12o
5R D
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
�q�✓r:,
WATER ENCOUNTERED AT n�'n ELEV. _ '6d /)0 WATER ENCOUNTERED A7 t�N I1EV'A 7C�
LEGEND: DESIGN CALCULATIONS
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r'
EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
j
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATIONTOTAL ESTIMATED FLOW ttc yvp
FINAL CONTOUR 0 ( 110 CAL/BR./DAY X _ BR.) GAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY T=—' CAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 CAL
TOWN WATER —WSW SOIL CLASSIFICATION
CATCH BASIN �� DESIGN PERCOLATION RATE 5 MM./IN.
SWEETSER ENGINEERING '
235
GREAT.WESTERN ROAD 508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS.: -02660
GAS LINE EFFLUENT LOADING RATE 0.74 CAL/DAY/S.F.
� CHING EA
CLEAN OUT YZx Z SQ. FT.
SX! ! (� S
CESSPOOL C.P. QS {% yJ r
CAPACITY
LEACHING (AREA X RATE) CAL/DAY
6G�-sY o "7
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
t,
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO A.E.P.
TITLE'S AND THE TOWN OF Yn-°"+�"{ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. '
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
LOCATION MAP
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
SHEET ( F /
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALT
BE MORTARED IN PLACE
S. NO DE—ILR iiNATwN 14AS GEaIt WAVE, AS iv =MLIANCE:;17114
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIC -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN01N
EN EER
IMMEDIATELY.
S. PARCEL IS IN FLOOD ZONE.,a /
"LOT
9. IS SHOWN ON ASSESSORS MAP , � % AS PARCEL
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'41DU:, S APPROVED: BOARD OF HEALTH '
!^ u No. 6t9 IL
S
ITFF"r
DATE AGENT
01998 SWEE7SER ENGINEERING
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PROPOSED SoEPTIC DESIGN
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PROJECT LOCATION r IZ— J. .
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SWEETSER ENGINEERING '
235
GREAT.WESTERN ROAD 508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS.: -02660
DATE/Vfr /q
SCALE 1^ = y
REVISED /, � c�
/
JOB NO..,Y-5'z Y -o
LOCATION MAP
REVISED
SHEET ( F /
01998 SWEE7SER ENGINEERING