HomeMy WebLinkAbout22 Cardinal Lane - Septic Designnmfmwm 20 FT. MINIMUM FROM CE'_! AP _
TOP OF FOUNDATION 10 FT. MINIMUM FRCM SLAB OR CRP SPACE
ELEV. - 100.00 "'� 10 cT. MINIMUM
(ASSUMED) ; CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
MN.P!TCH 1/8- PER FT. !
i
I
a' CAST IRON PIPE
3.00 /
(OR EQUAL) MINIMUM -
PI'CH 1/4" PER FT.
t-� FLOW LINE I-------� ---
ELEV = _97.00_ i M° i -- - _�
LEVOEL
ELEV. _ _i$I4_J �" ADD GAS i ELEI _96.37 _j6_
_ _96_37-j6" SUMP ELEV.
AFFLE
LIQUID
P
OUTLET
4 FEET
4 INCHES
5 :FE'
g ,NIC -!Es
6 'EET
24 INCHES
? FEET
, NCTES
8 FEET
34 NC'^_ES-
B DISTRIBUTION ELEV. s
BOX
(EXISTING) TO BE WATER TESTED
MORE THAN ONE OUTLET
1OO® GALLON
SEPTIC IC TANK l�'.'0 6E PLACED ON FIRM BASE)
3/4" TO 1 1/2- CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PRMLE
NOT TO SCA_E
g yr e 1noINuvA
SNSX19 NtA0.11
-IST:{ Isn�l ^
Eo
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION 00.
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE _0_
TOWN WATER -W - W
CATCH BASIN
GAS LINE G
CESSPOOL U C P
CLEANOUT C.O.
CLEAN SAND
MAX.
PORT
r
I
,M AND SEED
2' LAYER OF
1/8" TO 1 /2"
WASHED 5TONE VENT
''-OC. 22 CARDINAL L i
T YARMOUTK MASS.
6 98.45 Mi jr NOT REQUIRED
z
DATE M AR. 9, 2005
L
SCALE 1
F = 20'
t
°10'I°' 05.37_
I ' ELEV.
I
4 1 HIGH CAPACITYINFILTRA TOPS WN STONE( z I
5 16.17
IN AN 11 X 36 X 10 ' TRENCH F"A 17ON
SOIL ABSORP'nON " WELL IIN/A
ZONE I
SYSTEM (SAS) INDEX
AOJUST
i
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV.
99.8
t07 33
99F4 RESERVE SAS
-F,
1, 920 r S.: 99.5 It
jo
SOIL �4
TEST
D. 80X 1000 GALLON
SEPTIC TANK
p4.O'
9.3 R24POOS K
SUN '
1 r. .
IB $ \ 98.6
EXISTING + I
GARAGE I DWELLING
98.8
99 t
99.4
99.1 ',� c. Y - 98.2
?5.1' 98.8
GRAVEL
DRIVEWAY a
i 98.3 i
100.00
97.4 ' 97.3 97.2
• 97.2
CARDINAL LANE
G1 96.4
96.5
i
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY SWEET_SEP. _E f1bEERlLG
WITNESSED BY ------Il
OVATION HOLE i ELEv'.=__99.20
PERCOLA(ION RATE __<___ MIN./!NCH AT _ 63___ INCHES
FDEP H� HORIZ TEXTURE COLON MOTT. OTHER
- - --
I
0-5 j A (LOAMY SAND !10YR5/3 NO (ROOTS
5-27 1 B LOAMY SAND ''10YR6/6 ROOTS 1
�27 1201 C ( COARSE SANDI 2.5Y7/4 C013BLES
I I
I j
i
NO WATER ENCOUNTERED AT __ 20._ ELEV
DESIGN CALCULATIONS
NUMBER OFIBEDROOMS 3 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 3 SR.) _ iQ_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY --MQ_ GAIL. j
ACTUAL SIZE OF SEPTIC TANK (aornNG)
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <-`MIN'./IN.
EFFLUENT LOADING RATE Q.7.4_ GAL,/DAY/S.F,
474.33 r
-EACH!NG AREA SG
.--:-
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) 5t0Q GAL./DAY _.
474.33 X 0.74
RESERVE LEACHING CAPACITY '. LQQ GAL./DAY
NOTES:
'_ ALL WORK ANSHIP AND MATERIALS SHALL CONFORM TO O.EP.
TITLE 5 AND THE TOWN'S RULES AND REGUL,�TIONS FOR
'HE SUBSURFACE DISPOSAL OF SEWAGE.
2. AL'_ COVERS TO SANITARY UNITS SHAL'_ BE BROUGHT TO
W"HIN 6- QF FINISHED GRADE.
3. AL:_ COMPONENTS OF THE SANITARY SYSTEVSHA'LL BE CAPABLE OF
WWI-HSTANDING 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 MASONRY UNITS USED TO -BRING COVERS TC GRADE SHALL
BE MORTARED IN PLACE.
5. NO O TFRM•INATION HAS BEEN -MADE AS TO COMPUANGE .WITH "a....
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 1-1 `0 "
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
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 C
9. LOT IS SHOWN ON ASSESSORS MAP _0__ AS PARCEL - 212 i
10. EXISTING LEACHING PIT IS TO BE PUMPED AND REMOVED ALONG WITH
ANY POLLUTED SOILS. ,
a
r
I
PROPOSED sEFTIC DESIGN
FOR q,
M-HAMIUN
.
OLD TOWN HOUSF
To508-
® p V�7
C
= I < C,4RpINAL r
� I
I BUNTING73D
''-OC. 22 CARDINAL L i
T YARMOUTK MASS.
235 GREAT WESTERN ROAD
P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE M AR. 9, 2005
L
SCALE 1
F = 20'
t
REVSE�I
toNo. 6139
I
1 SHEET 1 OF ' �
LOCATION MAP
�REVISFD