HomeMy WebLinkAbout26 Berry Avenue - Septic DesignTOP OF FOUNOlyT10N 20 FT: MINIMUM FROM CELLAR
ELEV. dJ. 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
COVERS
OV
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
321
0
LE
ELEV. m BAFFLE
GELEV. s 98 0 6" Su ELEV. s ?
DISTRIBUT ON ELEV.,.�
UTLET -- "�- BOX J
INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
4'INC S 1500 GALLON IF MORE THAN ONE OUTLET
4 Ir"u`HES SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4- TO 1 1/2-J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
e
1
2" LAYER OF
TEXTURE
M44
1/2"
ZED
OTHER
tote
WASHED STONE
VENT
r7Y4
NOT REQUIRED
z
1 CU. FT. OF
9P.n
5
�
CONCRETE
rr ANCHOR
s 10- _ECFV,- e
9"-"
HIGH CAPST NO EIINN GATORS WITH
ff 13to A'r0r TRENCH FORMATION Y
SOIL ABSORPTION
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
DATE of SINSLISLTTZryi 2Do0
SOIL TEST DONE BY SY EFTSER ENGINEERING
WITNESSED BY K , 6pnr1n•,stN/
OBSERVATION HOLE 1 Div.. to,-( OBSERVATION HOLE ELEY= fai'3 '
PERCOLATION RATE L'2 MIN. NCH AT O It ' "1
/i 6 _INCHES PERCOLATION RATE � 'AKAN
DEPTH
HORIZ
TEXTURE
I COLOR
MOTT.
OTHER
I OTHER ,
DESIGN
770,--i
J
r7Y4
PROJECT LOCATION
of Z
a
SWEETSER ENGINES
235 GREAT WESTERN RO
508- _ P. 0.BOA 713
398-3922 SOUTH DENNIS, MASS.
ING
kD
02660
SCALE 1�
NO WATER ENCOUNTERED AT ( h ELEV. 9f ( Loa ; may a 51,3
�(� WATER ENCOUNTERED AT
LEGEND: DESIGN CALCULATION
EXISTING SPOT ELEVATION 00x0 NUMBER OF BEDROOMS P3
EXISTING CONTOUR = ---00---- GARBAGE DISPOSAL UNIT N 7
FINAL SPOT ELEVATION 0. - TOTAL ESTIMATED -FLOW`
FINAL CONTOUR— ( 110 GAL/SR./DAY X SR.) 330 GAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL* 7g,
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER —W'- SOIL CLASSIFICATION
CATCH BASIN \�� DESIGN PERCOLATION RATE < 5 MIN./IN.
GAS LINE —GI EFFLUENT LOADING RATE_QJ4 GAL/DAY/S.F.
CLEAN OUT0C�l CHING , \ SQ. FT. p
CESSPOOL GP. 0 (t t KF()
f q7A t "y
LEACHING CAPACITY (AREA X RATE) TO GAL/DAY
RESERVE LEACHING CAPACITY Sf GAL/DAY
NOTES:
1' 1. ALL WORKMANSHIP AND MATERIALS SHALL FORM TO D.E P.
TITLE 5 AND THE TOWN OF Y .¢rrou 1 RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSA OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE 8OUGHT TO
( WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM HALL BE CAPABLE OF `
WITHSTANDING H-10 LOADING UNLESS THEY E UNDER OR WITHIN ,
10 FT. OF DRIVES OR PARKING AREAS. H-20 OADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVER TO GRADE SHALL
BE MORTARED IN PLACE. I
5. NO DETERMINATION HAS BEEN MAnE: AC Tn CIvp-l;,V;CE W;T,
DELVED Ok ZONING REGULATIONS OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY,EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-688-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELE ATIONS AS WELL A5
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF TH DESIGN ENGINEER'
IMMEDIATELY. C
S. PARCEL 1S IN FLOOD ZONE O
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 7
I �U
a.
r(l
DUMAS
No 619 APPROVED: BOARD
OF HEALTF,'
DATE AGENT
r
DEPTH
HORIZ
TEXTURE-
COLO
MOTT.
I OTHER ,
DESIGN
770,--i
J
PROJECT LOCATION
of Z
a
SWEETSER ENGINES
235 GREAT WESTERN RO
508- _ P. 0.BOA 713
398-3922 SOUTH DENNIS, MASS.
ING
kD
02660
SCALE 1�
DATE���7Zj Zuc� -290011
h
1-0'1+" Y
(0�,2�
8-25
REVISED
JOB NO. a
14-ef Iz-
ZyiZU
REVISED -
Mt dr�rr/
10X
{r
.R
NO WATER ENCOUNTERED AT ( h ELEV. 9f ( Loa ; may a 51,3
�(� WATER ENCOUNTERED AT
LEGEND: DESIGN CALCULATION
EXISTING SPOT ELEVATION 00x0 NUMBER OF BEDROOMS P3
EXISTING CONTOUR = ---00---- GARBAGE DISPOSAL UNIT N 7
FINAL SPOT ELEVATION 0. - TOTAL ESTIMATED -FLOW`
FINAL CONTOUR— ( 110 GAL/SR./DAY X SR.) 330 GAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL* 7g,
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER —W'- SOIL CLASSIFICATION
CATCH BASIN \�� DESIGN PERCOLATION RATE < 5 MIN./IN.
GAS LINE —GI EFFLUENT LOADING RATE_QJ4 GAL/DAY/S.F.
CLEAN OUT0C�l CHING , \ SQ. FT. p
CESSPOOL GP. 0 (t t KF()
f q7A t "y
LEACHING CAPACITY (AREA X RATE) TO GAL/DAY
RESERVE LEACHING CAPACITY Sf GAL/DAY
NOTES:
1' 1. ALL WORKMANSHIP AND MATERIALS SHALL FORM TO D.E P.
TITLE 5 AND THE TOWN OF Y .¢rrou 1 RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSA OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE 8OUGHT TO
( WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM HALL BE CAPABLE OF `
WITHSTANDING H-10 LOADING UNLESS THEY E UNDER OR WITHIN ,
10 FT. OF DRIVES OR PARKING AREAS. H-20 OADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVER TO GRADE SHALL
BE MORTARED IN PLACE. I
5. NO DETERMINATION HAS BEEN MAnE: AC Tn CIvp-l;,V;CE W;T,
DELVED Ok ZONING REGULATIONS OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY,EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-688-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELE ATIONS AS WELL A5
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF TH DESIGN ENGINEER'
IMMEDIATELY. C
S. PARCEL 1S IN FLOOD ZONE O
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 7
I �U
a.
r(l
DUMAS
No 619 APPROVED: BOARD
OF HEALTF,'
DATE AGENT
r
0200 SWEETSER ENGINEERIN
a�
F
its L�'
ocu5
j
4/ 2`0
-PROPOSED SEPTIC
FOR
DESIGN
770,--i
PROJECT LOCATION
of Z
SWEETSER ENGINES
235 GREAT WESTERN RO
508- _ P. 0.BOA 713
398-3922 SOUTH DENNIS, MASS.
ING
kD
02660
SCALE 1�
DATE���7Zj Zuc� -290011
REVISED
JOB NO. a
14-ef Iz-
LOCATION MAP
REVISED -
SHEET
/ OF 1
0200 SWEETSER ENGINEERIN
a�
F