11 Broadcast Lane - Septic DesigniVr yr ruc+,vun{
(PRtIi��1S,E0)
E V . 70 N
450
PROPOSED CRAWL
SPACE FLOOR
AT CLEV 6.50
4° SCHEDULE40 .PVC 1110E
20 fT.. MINIMUM' fROU_ CELLAR' MIN. PITCH 11C PER T.
10 FT, MINIMUM 10 FT. INIMUM FROM SLAB OR CRAWL --SPACE
2" PRESSURE PIPE
150 PSI MINIMUM ELEV. =
VANTLE.HT s•40 _ -
CO
ELEV: 950_
4' CAST IRON PIPE
(OR t EQUAL)
PER FTM 2'0"
L Al 0 L R LEVEL
ELEV. = 6" SUMP ELEV. _ -9.33_
5 1oLGw LINE C11S'CRIA"TICN` EtEv. _
CLEAN
FORT
A
"YER OF
TO1/2"
ED STONE.75 MIN. REQUIRED
_ 842_
DUMP SNTC;HES DETAIL
ALAR6! ON
PUMP ON
OD
"ELEV. - 7_�_
-
ELEV.
MIN
?
GAS
BAFFLELo
MOTT.
a
0-9 � 0,/E
3/e'" DRILL }�QX
-
HOLE TO BE WATER TESTED
--$'25- J
I
5 HIGH CAPACITY INFILIEATORS
WITH STONE INA
11' X 34' X 10' TRENCH "ORMATION
z
� �
1 (7�
&05'
WELL M1W 29
I
h
.
PUMP OFF
� �•c�
,p
�P
�18-78 C
I
-
COBBLES
ELEV. _ - (TO BE PLACED ON FIRM BASE)
L CHECK 3 4" TO 1 1/2 SOIL ABSORPTION u- NDEX 7.5
LIQP iD OUTLET VALVE WASHED STONE l AO JUST 4.2
SYSTEM `SAS) LEVEND:
H TEE (TO BE PLACED ON FIRM BASE)
FEET EXISTING SPOT '_! EVATION -00
SOIL TEST
DATE OF SOIL TEST JUL` 13, 2005
SOIL TEST DONE BY S
WITNESSED BY A. VON HONE
08S�RMi MON HOM i ELEV - 5.50
PERCOLATION RATE' __< 2MIN./INCH AT
INCHES
DEPTH HORIZ
iTEXTURE COLOR
MOTT.
OWER
0-9 � 0,/E
MEDIUM SAIVD� 10YR6/1
� NO
I
ROOTS
II
19-18 B
LOAMY SAND t0YR5/6
i
I
�18-78 C
I
MEDIUM SAND( 10YR6/4
COBBLES
4 , EET 14 INCHES /�• /�,� MYERS SRM- . ^-_ -- _ ---
5 FEET 14 INCHES 2�0 \7a!'1LL{/17 0.4 HP (MAX.) ' EXIS'lNG CONTOUR ----00--
6 FEET 24 INCHES SEPTIC TANK pumpr� (OR EQUAL) USGS PROBABLZ WATER TABLE ELEV. 3,37 F{NAI, SPOT ELEVATION 0 ,D WATER ENCOUNTERED AT 40"___ EL£V. m 2.17
8 FEET 3a INCHES
(y..p CHAMBER OBSERVED WATER TABLE (7/13/05) ELEV. ?^
(H'-20) BOTTOM OF TEST HOLE ELEV. _ TOW*t WATER �W W� UMBER OF BEDROOMS CALCULATION FINAL CONTOUR 00
.'��' CONCRETE �-- SOIL TEST LOCATION
ELEV. AT INVERT INLET PUMP CHAMBER CALCULA10NS: UTILITY POLE rQ UMBER OF BEpR00UN 2 OFS1dV F 3
�q T NO
y�y��I PROFILE ELEV. AT ALARM ON Z50 CATCH BASIN �. TOTAL ESTIMATED FLOW _330 GAL./DAY
SEWAGE DISPOSAL { 7 W PROFIL . ELEV. AT PUMP ON _2.17 REQUIRED FLOW PER CYCLE .25 X � .: ,�1�5 GAL./CYCLE GAS LINE G' -- (110 GAL%(3R/DAY X ? BR.}
i�83_- VOLUME PER CYCLE 895 G;L/CYCLE /7.48 GAL,/CU. FT. = 11.0_3_ Ct , i' 'CYCLE � REQUIRED SEPTIC TANK CAPACITY 680_ GAL.
CAPACITY rac TANK
TO SCALE BOTTOMTOFUMP OFFNSIDE PUMP CH MBER SSPOOL
1,� VOLUME OF WATER IN PIPE .1.14 s 0.00694 X 53 - FT. = 1.15_ CU. T CLEANOUT -J--e C.O. ACTUAL SIZE OF SEPTIC TANK �2T� GAL.
CAPACITY yr SEPTIC i�P}}t BOTTOM OF OUTSIDE PUMP AMBER __0 _ TOTAL MINIMUM VOLUME PER CYC.:, J-115 CL. FT. CAPACITY OF SEPTIC TANK _109- GAL.
DISCHARGE -�16 CU. FT. / 36.11 CU.FT./FT. = _0_34• FT. (1000 G.;..j SOIL CLASSIFICATION I -._t__
5X1OX(5.33- 1_00 )X7.48 = Mt9 _ GALLONS STORAGE CAPACITY ( 330 G''!,/DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT, ET. DESIGN PERCOLATION RATE <MIN./IN.
ASPHALT
40 NL V
LINER
ELEV. =
M cv - 5.501
ELEV. =
WALL SCHEMATIC
(SEI= CONSTRUCTION PLANS
AND INSPECTION SCHEDUL:)
IQ
-j, &- REQUIRED _.2.BiL PR, :;PED EFFLUENT LOADING RATE 0.74 GAL./DAY/S.F.
R014. 7/BUOYANCY CALCULATIONS: 14,UNDATION )FULL LIEACHING (1X34)t(4sX2X10/12) ++ SQ. FT,
AREA I
�•=/ 2000 GALLON SEPTIC TANK EACHiNG CA ACITY (AREA X RATE) 332-.28 GAL./DAv,
O L.� WEIGHT OF WATER DISPLACED 449.00 X 0.74
_... 11.Dx6.00x(7.33)x64.0 30,962 LBS. ESERVE LEACHING CAPACITY NSE GAL,/DAY
WEIGHT OF TANK F£4 '�Anf,.�+` ;:, T a=R
_ _ = 25. J LSS,NOTES:
L �B.>4g� � �i a E •-�-�'�-- -- --- ---- -.__ ,. 4,iIGN - ^. 12 " CONCRETE
I0.Ox5.QOx(1.06)x135.0 6,750 IHS. t. 7�LL WORKMANSHIP AND MATERIALS SHALL CONFORM C D.E.P.
SS WEIGHT TO 017t - SET
5.4 Ak / OPT/OVAL ELACH BASIN 4b. 80' 4.6 f CE 09 GALLON �D+67�HAMBERTI^N - $6B �S c (TLE 5 AND THE TOWN'S RULES AND REGULATIONS R
HE SUBSURFACE DISPOSAL OF SEWAGE.
LL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
�, WEIGHT OF WATER DISP_ACED 'ATHN 6' OF FINISHED' GRADE.
600 CA Pff WN, J, I � 9.0x5.25x(6.00)x64.0 18,144 LBS. 3. bLL COMPONENTS OF i, E SANITARY E CAPABLE OF
o/ 3%4 TO ' lj2 STONE p THE SYSTEM RELIC
`' ( WEIGHT OF '"ANK FR A'`ANUFACTU'r2�R 1¢500 L,gg, ''ITHSTAND] NO H-10 LOADING UNLESS THEY ARE UN R OR WITHIN
3 1 ( WEIGHT OF WATER IN SUMP 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADIN SHALL BE
8.17x4.42x0.83x62,5 1.873 19S. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS
TE y D 0 BRING COVERS 0 DE SHALIL
fid WEIGHT OF 9'
CONCRETE ANY MASONARY UNITS(USE T A
\ I8.17x4.42x0.75x135 3,656 LBS. BE MORTARED IN PLACE
r 5'S uRl VE -WA f �" I EXCESS WEIGHT TO OFFSET FLOTA-_ION o NO DETERMINATON HAS BEEN s-1ADE AS TO OMPLIA.'^E 'NTH
m •
DEEDED a REG:.LA :r ^h vER iPPL:nn IS T
16i44-(1x,R„ 4IB'73+3656) -1,88b .HS.
-- k.--- OBTAIN SUCH DETERMINATION FROM APPRCPRIA iE Al,I-02 T�'
(2- I 6. L!iiullt_. DHJVN AML vl';-K.�r ,,:,�� ONLY EXCAV,. 'TRAr'TnP
•• PPIN4'`� I 1 --i 5.2 17. EXISTING CESSPOOLS ARE TO BE a°UVPED AND FEIAOVED.
15 TO CALL "DIG -SAFE" O ON SI344-7233 AT LE ST 72 HOURS
\ �, 18. SEPTIC TANK AND PUMP CHAMBER ARE TO BE "MONO" TANKS WITH PRIOR TO COMMENCING WORK ON SITE.
J ELASTOMERIC >EALS AND WATERTIGHT COVERS.
5.2 SWJALE h i, CONTRACTOR i5 TO VERIFY GRADES AND ELEVATION, AS WELL S
7I' 6 K 19. VARIANCES TO TITLE 5 AND YARMOUBER L S GUITHAN
`I10' SITE CONDITIONS PRIOR TO COMMENCING WORK ON SI E. ANY 'VARIATION
A. SEPTIC TANK AND PUMP CHAMBER LESS THAN 7D' FROM '_CT LINE.
BERM B. SOI'_ ABSORP?ION SYSTEM LESS TH-I, 10' FRGV LOT LINE. IMMED1ATFLY, ;$ TO BE BROUGHT TOI THE ATTENTION OF THE DES( ENGINEER
C. NO RESERVE AREA. fiARCEL IS IN FLOOD 'LONE Al2_CEL 10.0)
9. OT IS SHONN ON ASSESSORS MAP _ AS CEL._._
4• `` ! f I I 'C UMP AND ALARM ARE TO BE ON SEPERATE OIRCUI S.
5.5
LOT 56
392.0 f S. F,
5.43
SOIL
VENT ,,K 44 TEST
6.7
ALARM IS TO BE BOTH AUDIO AND VISUAL
ZABEL A1B00 FILTER IS TO BE INSTALLED,
j. N ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP A ALARM.
J, 4. . LL UNSUITABLE MATERIAL SHALL BE REMOVED FRO- UNDER AND
�I� = 5.6 9 5 OAK2O !I i I FOR A N41MIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
rl j EPLACED W17H MATERIAL AS SPECIFIED IN 310 CMR 5.255:(3).
_CK JJJ 4 j _ 15 EP11C TANK AND PUMP CHAMBER ARE 10 BE WATERPROOFED AT
4.4 / E MANUFACTURER.
7 / +6.&INTERIOR PIPING IS ?0 BE REPiPED BY A LICENSED UMBER TO
5.4 / I _ 1l '.. XIT AS SHOWN.
W' APPROVED BOARD PF HEALTH,
� • f r
2000 GALLON I .(�+�,�.�'�s I� o
A"JOUS�
•ti E (STING DWELLING SEPTIC TANK'°
2 BEDROOMS 10.0' - �' ° ' DATE T AGENT
ATION OF 20.25 N.G.V.
FOUNDATION DESIGN
BY OTHERS
DECK
8.77'
I
i 5.7
5.1
AYGP
p^ e
6. 5.9 Sgy��i
PUMP EVS77NG
CHAMBER SAS WALL
EL -Z71 SFA r1111
IJISED SEP i
FOR
.. L: • !
t� s
I 1 - , 6
s
LTG I R. SH01
235 GRED r BYE5TEIPN
P. 0. BOX 1044
14
ill _111
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fox.
LSEDLOCAT1ON MAP jSHEET 1 OE 1
11 f7LE 12-1070 Todcb-BenoiP_k8.d t2005 TADCO
Ram-,
;4
LTG I R. SH01
235 GRED r BYE5TEIPN
P. 0. BOX 1044
14
ill _111
V'
fox.
LSEDLOCAT1ON MAP jSHEET 1 OE 1
11 f7LE 12-1070 Todcb-BenoiP_k8.d t2005 TADCO