HomeMy WebLinkAboutEngineered Plan - 1999/5- TO 1/2- LEGEND:
VA 6 SHED STONE
4" CAST IRON PIPE VENT
EXISTING SPOT ELEVATION 00.0
(OR EQUAL) MINIMUM NOT REQUIRED
EXISTING CONTOUR ---- 00----
PITCH 1/4- PER FT.
FINAL SPOT ELEVATION "M
I CU. FT. OF
CONCRETE FINAL CONTOUR
FLOW LINE SOIL TEST LOCATIONI.
'W E rd ANCHOR
UTILITY POLE
ELEV. 10' TOWN WATER
_TMIN.
2#00 4 CATCH BASIN
V. 7
LEVEL 44 _!i�'
GAS LINE
ELEV. GAS ELEV. p ELEV. af ELEV. C.O.
CLEAN OUT
BAFFLE
CESSPOOL
DISTRIBUTION Aw C.P. C)
ELEV.
OUTLET ELEV.
CITY INFILTRATORS WITH LIQUID HIGH CAPACITY
-DEPTH TEEBOX
STONE IN AN
(TO BE PLACED ON FIRM BASE)
4 FEET INCHES TO BE WATER TESTED
5 FEET 19 INCHES 1 gVV) r� A I I r)KI (o x jo TRENCH FORMATION M
r. = Ir IF MORE THAN ONE OUTLET
DEPTH
HORIZ
TEXTURE
MOTT.
OTHER
1rA ki
y,<
A$ 1)
51s
5 F),M D
QI
pl.
W,
I
IRY4
45
1>
ye
_3
5'4tuo
&jy
Alt iiv%.nr_a
(-VWATER ENCOUNTERED AT 119b" ELEV.
8 FEET 34 INCHES WELL
7 FEET 29INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION
SEPTIC TANK ZONE
3/4- TO 1 1/2--/
WASHED STONE SYSTEM (SAS)
INDEX
ADJUST
DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV = NUMBER OF BEDROOMS
OBSERVED WATER TABLE E
NOT TO SCALE ELEV. = GARBAGE DISPOSAL UNIT NO
BOTTOM OF TEST HOLE ELEV. = TOTAL ESTIMATED FLOW
110 GAL/BR./DAY X 3 BR.) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 1, t, 0 GAL
ACTUAL SIZE OF SEPTIC TANK 1500_ GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < 5 MIN.11N.
EFFLUENT LOADING RATE OIL GAL./DAY/S.F.
LEACHINQ AREA
Sa FT.
LTA 040
CH�IG CAPACITY (AREA X RATE) GAL/DAY
x' 0,7 5/ yz?
RESERVE LEACHING CAPACITY GAL/DAY
Il. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND NOTES:
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
TITLE 5 AND THE TOWN OF __'L 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
f
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 ZONINC REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN -SUCH DEfkYmINAi_1U3 FTjOij APFROrAiATE Au-Nicilu'l..
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -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 DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS OWN ON MAP AS PARCEL
10. EXISTING SHSEPTICS ARE TO BEASSESSORS PUMPED AND BACKFILLED.
APR 2 8 1999
A(i 4
E
HEALTH DEPT.
wz-o'A
' Elt
AF HE/
'R 2 8 1999
L
D _PT.
T A
4 ul- - ------ -
a APPROVED: BOARD OF HEALTH
/
/C�r: ^Y `�,
6u
'
DATE AGENT
c; :;�15 ^"�\ � '� `FF;4
�
j
v,
PROPOSED SEPTIC DESIGN
FOR
5b twiw D LAI it-1 6 E
PROJECT LOCATION
�/'7 l�Ut.D `i��A J, .�� j N �%A��f r7v7"N
S WEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
JOB NO.
REVISED
LOCATION MAP
REVISED
SHEET OF j
01999 SWEETSER ENGINEERING