App# 4842r
TOP OF FOUNDATION l
ELEV - /�Q-� 1 t0 FT
4' CAST IRON PIPE
PIITCHQ /4') PERIMUFTM
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OK CRAWL 5YACL
CONCRETE
COVERS; 4' SCHEDULE 40 PVC PPI
MIN. PITCH 1/8' PER FT.
ELEV. U—TMN.
ELEV._ AS
B GAFT E ELEV. _
(TO BE PLACED ON FIRM BASE)
1500 GALLON
SEPTIC TANK
J 6' SUMP L-ELEV. _ —
DISTRIBUTION ELEV
BOX
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2'
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
lot•
CLEAN SAND
'
WATER ENCOUNTERED AT ELEV.
+
DESIGN CALCULATIONS
PROPOSED SEPTIC DESIGN �.
FOR
/�_
L-7 1... tom. �JV '1.3 �%/�. �C. h�J� ..l"-il.•°. .
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS
qF�JENT
T REQUIRED
GARBAGE DISPOSAL UNIT NO
CU.ONNCHOR
TOTAL ESTIMATED FLOW
f
( 110 GAL/BR./DAY X SR.) 33D CAL/DAY
SOIL TEST LOCATION
1 I e 10'I•l ELEV. _
/ HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
z
TRENCH FORMATION M
SOIL ABSORPTION
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _
v
I�
^i
LAJ
" � -� ` �'� 3•] Hid ov'S r — j
,.
c� — ! rl
r\2
' I'o
v" Y
clxla�+o
3311it"LN,:I^ lilt!OiAi>�`;A
e-{,� 93ALtidd�l
th
WELL
ZONE
INDEX
ADJUST
SOIL TEST
DATE OF SOIL TEST -Nabc 4raEr� .?5. +9SF
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY
OBSERVATION HOLE 1 ELEV.= OBSERVATION HOLE 2
PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE MIN.IINCH AT wryacc
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
WATER ENCOUNTERED AT ELEV.
WATER ENCOUNTERED AT ELEV.
+
DESIGN CALCULATIONS
PROPOSED SEPTIC DESIGN �.
FOR
/�_
L-7 1... tom. �JV '1.3 �%/�. �C. h�J� ..l"-il.•°. .
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS
EXISTING CONTOUR ---00----
GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
f
WELL
ZONE
INDEX
ADJUST
SOIL TEST
DATE OF SOIL TEST -Nabc 4raEr� .?5. +9SF
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY
OBSERVATION HOLE 1 ELEV.= OBSERVATION HOLE 2
PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE MIN.IINCH AT wryacc
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
WATER ENCOUNTERED AT ELEV.
WATER ENCOUNTERED AT ELEV.
LEGEND:
DESIGN CALCULATIONS
PROPOSED SEPTIC DESIGN �.
FOR
/�_
L-7 1... tom. �JV '1.3 �%/�. �C. h�J� ..l"-il.•°. .
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS
EXISTING CONTOUR ---00----
GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
FINAL CONTOUR--
( 110 GAL/BR./DAY X SR.) 33D CAL/DAY
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY ew'o GAL
UTILITY POLE -6•
ACTUAL SIZE OF SEPTIC TANK 1500 'GAL,
TOWN WATER —WAY
SOIL CLASSIFICATION I
CATCH BASIN (J
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT
GAS LINE G
LOADING RATE 0.74 GAL/DAY/S.F.
CLEAN OUT
L FACHING AREAS0, F7,
CESSPOOL GP.0
LEACHING CAPACITY (AREA X RATE) GAL/DAY
LOCATION MAP
REVS
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALLIrrCONFORM TO D.E.P.
TALE 5 AND THE TOWN OF VAJ?IM J# 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
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-
LACE5.
5.NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. '
6. UTILMES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'OIG—SAFE' AT 1—OBS-344-7233 AT LEAST 72 HOURS
P'rOR 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.
8. PARCEL IS IN FLOOD ZONE'
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
JJ
APPROVED: BOARD OF HEALTH
i
DATE AGENT
01998 SWEETSER.ENGINEERINGI .;
LOCUS
•DU[ y. �'k,lt
q r 4r
,� tiz,n5
CO
PROPOSED SEPTIC DESIGN �.
FOR
/�_
L-7 1... tom. �JV '1.3 �%/�. �C. h�J� ..l"-il.•°. .
PROJECT LOCATION .c7-
IA/ lJ1tICz .?itrr-y/,....triAk~ YAP"J>v; H
.
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS.. 02660
SCALE y =
DATE
Job No. C» . .
T�REVISE
LOCATION MAP
REVS
SHEET OF -
01998 SWEETSER.ENGINEERINGI .;