HomeMy WebLinkAboutApp# 5052i
TOP OF FOUNDATION
ELEV.
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS/7 4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8- PER Fr.
4* CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4- PER FT..
FLOW LINE
io-
LEV. -T MIN. \-ELEV. LEVEL
ELEV. BAFFLE ELEV.
GAS 60 SUM ELEV.
DISTRIBUTION
ELEV.
LIQUID OUTLET
DEPTH "E (TO BE PLACED ON FIRM BASE) BOX
4 FEET 14 INCHES To BE WATER TESTED
5 Rs 19 INCHES IF MORE THAN ONE OUTLET
6 24 INCHES 1500 GALLON
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE)
8 FEET 34 INCHES SEPTIC TANK 3/4- TO 1 1/2--/
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
LOAM AND SEED
LOAM AND SEED
ULJtiLKVAIIUN HULL
I ELEV
UdtitKVAIIUN HULL
fl–
Z ELEV.-
PERCOLATION
RATE
MIN./INCH-AT
INCHES
PERCOLATION RATE
MIN./INCH7AT
INCHES
A OF
2 2" LAYER OF
1 1/2
1/8' TO 1/2*
DEPTH
HORIZ
TEXTURE
COLOR
MOTr.
OTHER
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
WASHED STONE
'WASHED STONE
VENT
S WEETSER ENGINEERING
235 GREAT WESTERN ROAD
L4> 'j'-1
1,
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
NOT REQUIRED
� ZLy
F—s`LE 1" = au
A
REVISED
JOB NO. 10o
1 CU. FT. OF
C14
LOCATION MAP
REVISED
SHEET /OF
CONCRETE
ANCHOR
-23
Y4
15
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15
c
I
4
i#Awq PME-gr�all �l
10,
6
LE
ELEV.
-
/,I 1�61
/-
�"7'1/
Ir
I
S
HIGH CAP�CIINFILTRATORS WITH
17
CZ
VF 7 y
- � "; e
Cc
STONE IN AN5A/
"r'l
TRENCH FORMATION.4
N
"/V
1
910
SOIL ABSORPTION
If,!
"',� /) '4
WATER
ENCOUNTERED
AT
—'-0 ELEV.
"JI, WATER ENCOUNTERED AT
ELEV.
ZNE
SYSTEM (SAS)INDEX
—
ADJUST—
LEGEND:
DESIGN CALCULATIONS
.USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( ) ELrV. -
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR ----00----
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
NO
BOTTOM OF TEST HOLE ELEV. -
FINAL SPOT ELEVATION13
_no
TOTAL ESTIMATED FLOWzd
—
<
PROPOSED SOREPTIC DESIGN
F
S WEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
� ZLy
F—s`LE 1" = au
REVISED
JOB NO. 10o
LOCATION MAP
REVISED
SHEET /OF
TOP OF FOUNDAITON
ELEV. - 101_� --\
&A
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4' PER FT.
ELEv. _
ELEV. _
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4' SCHEDULE 40 PVC PIPI
MIN. PITCH 1/8' PER FT.
T
ASBAFFLE ELEV. _ = '%' 6' SUM ELEV. _
DISTRIBUTION ELEV.=
BOXY -
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2" -
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
DAM AND SEED
2" LAYER 0'
1/8' TO 1/2'
j.. WASHED S ONE VENT
NOT REQUIRED
z 1 CU. FT. OF
CONCRETE
' ( ANCHOR
T_
" "� ' a 10 a ELEV.
HIGH CAPACITY
I M GATORS WITH
TRENCH FORMATION ZE
SOIL ABSORPTION WELL f
ZONE
SYSTEM (SAS) INDEX
ADJUST_
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _ 7 -1 -
>
DEP iH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
TOTAL ESTIMATED FLOW �
( 110 GAL/13R./DAY
R./DAY X '�
FOR
BR.) �3-719 GAL/DAY
!
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY44 :,' GAL
UTILITY POLE
i/
TOWN WATER
SOIL CLASSIFICATION I
i
DESIGN PERCOLATION RATE < 5 IN. N.
-
( �
C/4
<
toY
CESSPOOL C.P.0'3E
f oar;
&A
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4' PER FT.
ELEv. _
ELEV. _
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4' SCHEDULE 40 PVC PIPI
MIN. PITCH 1/8' PER FT.
T
ASBAFFLE ELEV. _ = '%' 6' SUM ELEV. _
DISTRIBUTION ELEV.=
BOXY -
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2" -
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
DAM AND SEED
2" LAYER 0'
1/8' TO 1/2'
j.. WASHED S ONE VENT
NOT REQUIRED
z 1 CU. FT. OF
CONCRETE
' ( ANCHOR
T_
" "� ' a 10 a ELEV.
HIGH CAPACITY
I M GATORS WITH
TRENCH FORMATION ZE
SOIL ABSORPTION WELL f
ZONE
SYSTEM (SAS) INDEX
ADJUST_
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _ 7 -1 -
>
DEP iH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
TOTAL ESTIMATED FLOW �
( 110 GAL/13R./DAY
R./DAY X '�
FOR
BR.) �3-719 GAL/DAY
!
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY44 :,' GAL
UTILITY POLE
ACTUAL SIZE OF SEPTIC TANK 1500 GAL•
TOWN WATER
SOIL CLASSIFICATION I
CATCH BASIN �J
DESIGN PERCOLATION RATE < 5 IN. N.
-
( �
C/4
<
toY
CESSPOOL C.P.0'3E
f oar;
LEACti1NC CAPACITY (AREA XRATE)
i'Q''J J
' . ? vG-7u
RESERVE LEACHING CAPACITY '1ST �GAL/DAY
NOTES:
?�r7Z
C'�
CU P/L56
i2 G/f
^' \
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
235 GREAT WESTERN ROAD
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
W TH'N 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WTHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
11,7 7/1
USED UNDER OR WITHIN 10 FT. OF -DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
1
- -
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
JOB N0.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-3"-7233 AT LEAST 72 HOURS
REVISED
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
11u
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
S. PARCEL IS IN FLOOD ZONE /
c �AS Z
9. LOT IS SHOWN ON ASSESSORS MAP PARCEL (o
:<
I✓ WATER ENCOUNTERED AT ' ELEV.
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
TOTAL ESTIMATED FLOW �
( 110 GAL/13R./DAY
R./DAY X '�
FOR
BR.) �3-719 GAL/DAY
!
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY44 :,' GAL
UTILITY POLE
ACTUAL SIZE OF SEPTIC TANK 1500 GAL•
TOWN WATER
SOIL CLASSIFICATION I
CATCH BASIN �J
DESIGN PERCOLATION RATE < 5 IN. N.
-
( �
EFFLUENT LOADING RATE --Q.74: CA CALn/DAY/S.f.
( v �✓ v
toY
CESSPOOL C.P.0'3E
f oar;
LEACti1NC CAPACITY (AREA XRATE)
i'Q''J J
' . ? vG-7u
RESERVE LEACHING CAPACITY '1ST �GAL/DAY
NOTES:
?�r7Z
C'�
CU P/L56
i2 G/f
^' \
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
235 GREAT WESTERN ROAD
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
W TH'N 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WTHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
11,7 7/1
USED UNDER OR WITHIN 10 FT. OF -DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
1
- -
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
"'k WATER ENCOUNTERED AT � ELEV. a /'9'
LEGEND:
DESIGN CALCULATIONS-,
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS l�
EXISTING CONTOUR ----DO----
GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
TOTAL ESTIMATED FLOW �
( 110 GAL/13R./DAY
R./DAY X '�
FOR
BR.) �3-719 GAL/DAY
!
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY44 :,' GAL
UTILITY POLE
ACTUAL SIZE OF SEPTIC TANK 1500 GAL•
TOWN WATER
SOIL CLASSIFICATION I
CATCH BASIN �J
DESIGN PERCOLATION RATE < 5 IN. N.
GAS UNE
EFFLUENT LOADING RATE --Q.74: CA CALn/DAY/S.f.
CLEAN OUT �
LEACHING, AREA 7 , ; SO. FT.
CESSPOOL C.P.0'3E
4107x zy•cl_,,)
3S/ CGAL/DAY
LEACti1NC CAPACITY (AREA XRATE)
' . ? vG-7u
RESERVE LEACHING CAPACITY '1ST �GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF Y<ly.+svrt RULES AND
^' \
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
235 GREAT WESTERN ROAD
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
W TH'N 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WTHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF -DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
- -
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
JOB N0.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-3"-7233 AT LEAST 72 HOURS
REVISED
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 DESIGN ENGINEER
IMMEDIATELY. G
S. PARCEL IS IN FLOOD ZONE /
c �AS Z
9. LOT IS SHOWN ON ASSESSORS MAP PARCEL (o
Du,tis ,Vt
APPROVED: BOARD OF HEALTH
No. 619
DATE
AGENT
PR0P0SED SEPTIC DESIGN
FOR
• /! � � - _ r'�
�fi;JISG i- p/1i�.i' I��
y
PROJECT LOCATION (Y t
SWEETSER ENGINEERING
^' \
235 GREAT WESTERN ROAD
r-
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE
\
REVISED q / �y
/
JOB N0.
LOCATION MAP =11
REVISED
SHEET / OF