HomeMy WebLinkAboutEngineered Plan - 2004y_ TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
' 99.•� �s8•Go 10 FT. MINIA"UM 10 FT. MINIP.'UM FROM SLAB OR CRAWL SPACE
CLEV. a ---- CLEAN SAND
x
CONCRETE
COVERS � - f'
9 b SP
ECTON PORT
- l R
> _ 99.1 -- - 4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN PITCH 1 /8" PER FT..
/8 ATO1R/2 '
/ u r"MAX. A 912.00 MAX. WASHED STONE �i�N;
LEGE
• w i 18.50 4 CAST IRON PIPE
EXISTING SPOT ELEVATION x0.0 " ` c.,^ 96.3 x0.50 (OR EQUAL) MINIMUM �A•75 1E$ih1• NOT REQUrRED
x t
SLAB ELEV. ------ PITCH 1 /4 PER FT. z
EXISTING !CONTOUR ----00---- _ --
' I FINAL 'SPOT ELEVATION OC.Oj m --c
FINAL CONTOUR �TP / ')W LINE a 3.G0 �' 1
SOIL TEST :LOCATION.
UTILITY POLE <� w ELEV. WIN. o 0
TOWN WATER=W--_-W - / ` 1 ELEV. _ `E';-. Q}
BATCH BASIN �Q� /1a0- L.�'tL
_ 01�
\ 1 > 94.6 7 r-
f I
GAS LINE G ' : ELE ✓. _ _� GAS _ 6" SUMP % ELEV.
>,f7 ELEV. Cs7.f�<
'ELEV. - ! p - - -
CESSPOOL GP r BAFFLE [i�T�li" ELEV
CLEANOUT --e!. C.O. LOT 26 95.1 LIQUID OUTLET #a B
/ DoT 4EF TO BE PLACED ON FIRM BASE -_ 15 1 HIGH CAPACITY/,"IF/LTnAT0RS 6 TH STONE z
`41,7 .3. S.F. / FEET 14 INCHF ( ) TO BE WATER TESTED g
5 FEET FEET 14 INCHES
1500 Ll a IF MORE THAN ONE OUTLET /1/ AN 11' X 4B' X 10 " 1 ENGN fOPA�fA ON '`7
6° / �( 7 FEET.
19 INCHES (TO BE PLACED ON FIRM BASE) AY. M1ELL tJ
,4 INCHES SEPTIC TANK �t��L �a � ��is�" f i § � ZONE
8 FF. T 3/4' TO 1 1 /2" CLEAN INDEX
/ DOUBLE WASHED STONE SYS � ,+ :JST
FREE OF FI, !
/
NES & SILT
ON/ `' i. :".y p� ,� gg,�.,er��Q/�� USCS PROBABLE WATER TABLE ELEV. _-
��.�R D:S0 ld L SYSTEM PROME OBSERVED WATER TABLE ( / / ) ELEV: _
NOT TO SCALE BOTTOM OF it HOLE ELEV. _
/ DESIGN CALCULATIONS
SOIL TESTNUMBER OF BEDROOMS 4
DATE OF SOIL TEST APRIL 12004 GARBAGE ,DISPOSAL -UNIT �NO
,c r ,
SOIL TEST DONE BY SWEETSF_R ENGINcEERING TOTAL ESTIMATED FLOW
WITNESSED BY D. FLAHERTY ( 110 GAL./DR./DAY X fir. LFI,) _ _ GAL./DAY
ry \
-• " REQUIRED SEPTIC TANK CAPACITY __� Q_ -GAL.
+ �� ELEV.=__90.40
ACTUAL' SIZE OF. SEI'TTC TANK 1:00 GAL. '
PERCOLATION RATE �<�2MIN./INCH AT 84 INCHES SOIL CLASSIFICATION 1
• ., - / / 89.6 ---__-
' F00 GALAr0K r /
;, - 7"�7` A
U
L IX OECK 4,
/ x 95.0/ 1 o < b /
435¢��. �0FGS�pO
/ BEpaN / =X 9oQY /
LL\ \ SOIL
DEPTH HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-6 A
LOAMY SAND 10YR2/1
10YR2/1
ROOTS
6-14 8
LOAMY SAND 10YR64/3
ROOTS
14-45 Cl
LOAMY SAND 10YR5/8
OYR4/3
5% COBBLES
45-120 C2
FINE SAND 2.5Y6/4
10YR5/8
5% COBBLES
40-65
C2 FINE SAND
2.5Y6/4
DESIGN PERCOLATION RA 7 MIN./IN.
EFFLUENT LOADING RATE_Qj GAL./DAY/S.F.
LEACHING AREA_ SQ. FT.
(11 X4�8)+(51IX2X10/12)
LEACHING' CAPACITY (AREA X RATE) A GAL./DAY
625.32 X 0.74
RESERVE LEACHING CAPACITY ',_ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM :TO D:E,P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR:
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6 OF F11";SHED GRADE.
3, ALL COMPONENTS OF THE SANITARY SYSTEMA SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR VVI THIN
_ .�._J"T_:L'.F-L1D�w_r,7-A nn g+1S?1L•.ir�.. �i�cn C� t; nn r-nnnsr r
ET l c e=• ._i-Cti�_ __.. __._ _d �_ -'
p T / T$ - ... _ .., :AREAS.
' cb� �� �� / i / / NO ,'WATER ENCOUNTERED AT __J2Q"_ ELEV. _ --M-40 4. ANY MASONRY UNITS USED TO BRING CO`%,ERS TO GRADE SHALL
EE MORTARED IN PLACE.
/ / j_s . _91.905. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
o7•s � i am HOLE 2 ELEV.-
l`% DEEDED OR ZONING REGULATIONS. OWNER / APPLICANTISTO
9� PERCOLATION RATE - <?__ MIN./INCH IN C4 HORIZON
/ �/ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
DIO
J SOIL / \ - / / /
w / TEST 2
94.8 \ \ z
r
rn
of
i
to /
DEPTH
HORIZ TEXTURE
COLOR MOIi.
OTHER
0-8
A LOAMY SAND
10YR2/1
ROOTS
8-24
8 LOAMY SAND
OYR4/3
ROOTS
24-40
Cl LOAMY SAND
10YR5/8
5% COBBLES
40-65
C2 FINE SAND
2.5Y6/4
65-84
C3 SANDY LOAM
, 2.5Y5/3
84-132
C4 COARSE SAND
2.5Y6/4
6. UTILITIES SHOGUN 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 C____.
9. LOT IS SH0WN ON ASSESSORS MAP ---134
--- AS PARCEL __'47_1
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
11. A NEGATIVE GRADE OF 3/4" PER FOOT AWAY FROM THE FOUNDATION rr
SHALL BE MAINTAINED FOR -A MINIMUM OF 15'. - I
12. A VARIANCE OF 6.8' IS REQUIRED FOR THE TOP OF FOUNDATION TO
BE LESS THAN 2' • ABOVE THE HIGH POINT IN ROAD.
NO WATER ENCOUNTERED AT 132__ ELEV.
-
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�. ASSU44£A /
,! y- :�✓ R u P A D OF
HEALTH
SES Si"711C lu"'ElSIGN,
FOR
X11 V °l I ��
'IM UST
LOC.
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:�� Safi=.w r� �si 7T7,7,2�1+�
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398--3922 SOUTH DENNIS, MASS., 02660
DATE SCALE ". '
Y 2- 4
1 4
�u� 2, goo
REVISED JOB iiO.-5747-00
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