HomeMy WebLinkAboutEngineered Plan - 1998I
DEEP OBSERVATION HOLE 2 EL. = 34.0
DEPTH FROM
SURFACE
501L
HORIZON
SOIL
TEXTURE
501L COLOR
(t NNSELLJ
501L
MOTTLING
OTHER
0'- 5'
A
LOAMY SAND
IOYR3/2
8" - 21"
B
LOAMY 5AND
IOYR4/6
DESIGN FLOW: 3 BEDROOMS AT ILO GAL. PER DAY, PER BEDROOM 330 GPD (TO REPLACE KITCHEN WASTE LINE ONLY AT PRESENT)
0
SAND
25Y6/b
NONE
FINE SAND
1
THO (2) 5TL X 2'W X 2'D
RAISE GOVER5 TO WITHIN
TOP OF THRESHOLDLEAGHIN6 TRENCHES ® V0.0.
b" OF FINISH ORAE
EL = 38.06 2" LAYER OF 1/8 TO 1/2"
HASHED STONE
EXCLUDING TOP501L
tet,
' jp ✓ t� r'�~ { MIN. - ob MAX... +., •-� aJ M -
^� ✓ , n
D'B0X I 4" DIA. PERF. 5GH 40 PVC
4" DIA 5GH 40 PV r, PIPE ' �. `" GAP AT ENDS OF
`''3. mm�c. FLOW LINE 4" DIA 5GH 40 PVC PIPE CS" th
j 4" DIA 5GH 40 PVC PIPE DISTRIBUTION LATERAL(S)
IOLIp1ID.5EE2"IX
PROP PIPE OR FLS
LC(MINJL
1500 6AL T
f,, VELER IN
ALL ?
36.0±
34.00 SEPTIC TANK 33.75 33.60 f ` 2'
a _
W/SANITARY 5 ��
33.43
EX1.5TIN6
THE MINIMUM SLOPE FOR .d . .
53.40
£
'ALL � +
3/4" TO 1-1/2"
4" DIA 5GH 40 PVG PIPE = K LINE(S) EXITING D'BOX MJ5T REMAIN 33.20
-L�
IS V8" PER FT LEVEL FOR 2'—D" BEFORE PITCHING HA5HED STONE
GOMPTFD BA5E 6A5 B
W/b' LAYER OF- USE "NF-TITE' DOWN TO LEAGHIN6 ,FACILITY,
CRUSHED 5TONE OR APPROVED 31
EQUIVALENT 31.20
23' LIGUJID Dr�TH �1ET TEE DEPTH : I ,
BELOW FLOW LINE q 10' LONOE5T RUN
4 FT 14 INCHES j
5 FT 19 INCHES
b FT 24 INCHES
SANITARY TEE5 5HALL BE i FT 29 INCHES
POSITIONED BELOW AGGE55 COVERS
AND 5UPPORTED BY HANGERS.
NOTE: THE INFORMATION HEREON HAS PEEN
PREPARED AGGORDIN6 TO THE REG2UIR1^EMENT5
OF TITLE 5 OF THE STATE ENVIRONMEN'rAL:
CODE FOR SUBSURFACE DISPOSAL OF,5ANITARY
SENA&E AND LOCAL BOARD OF HEALTH
REGULATIONS.
G Vt_ It
s-.
TES
,� s�hiTAFk%
(Z) CEC 1998
2ESION GALGULAT I ONS
DESIGN FLOW: 3 BEDROOMS AT ILO GAL. PER DAY, PER BEDROOM 330 GPD (TO REPLACE KITCHEN WASTE LINE ONLY AT PRESENT)
330 GPD X 200% _ 660 OALLON5 - USE 1500 OALLON SEPTIC TANK, MIN. ALLOWED
A, 3`I'L. x 2'N. x 2'D. LEAGHIN6 TRENCH CAN LEACH:
Vt _ € 37 ( 2) 21 x..-74 + € 31 ( 2A x .-74 + €2 (2) 2€ x .14 = 1-70' GPD
INSTALL: TWO ( 2) - 3-7'L. x 2'H. x 2'D. LEACHING TRENCHES Vt 340.0 GPD >
330 GPD REOV.
S
ONE ( i) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED
-
c
ONE (I) -DISTRIBUTION BOX ( 5 OUTLET)
NOTES ES
EXISTIN
WATER CLINE
NSPEGTIO NOTA
I)
"GARBAGE 6-RINDER5 ARE NOT ALLOWED WITH THI5 DE -516-N.
2)
THE INSTALLER 15 RESPONSIBLE FOR A55URIN& THAT COMPONENTS OF
THE DESIGN ENGINEER MUST INSPECT SOILS
THE SEWAGE DISPOSAL SYSTEM ARE DE516NED WITH SUFFICIENT
STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY
,
4' BELOW THE BOTTOM LEAGHIN6 FACILITY
COMPONENT OF THE SYSTEM 5UB-F=GT TO VEHICULAR TRAFFIC MUST
PRIOR TO INSTALLATION TO VERIFY SOIL
SUITABILITY.
COMPLY WITH A MINIMUM STANDARD OF A.AS.H.T.O. H-20 WHEEL LOADS.
5)
PRIOR TO 5ETTIN6 ANY 5EWA&E D15P05AL 5Y5TEM COMPONENT, INSTALLER
SHALL VERIFY EXI5TIN6 CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS,
AND REPORT ANY 015GREPANGIE5 TO THE DESIGN ENGINEER
4)
ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. 5(,H 40 PVC UNLE-55 OTHERWISE
NOTED. THE MINIMUM SLOPE OF 4" DIA. 5GH 40 PVC SHALL BE 0.01 FT/FT,
5)
NO PART OF TH15 DESIGN 5HALL BE ALTERED WITHOUT PRIOR APPROVAL
FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF i
HEALTH. ALL REQUE5T5 FOR CHAN&E5 5HALL BE MADE IN WRITING PRIOR .
TO CONSTRUCTION.
6)
THE L15E OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANCES IN DESIGN.
'7)
THE INSTALLER 5HALL ASCERTAIN THE LOCATION OF EXISTING UNDER6ROUND UTILITIES PRIOR
TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE THE WORK AREA DURING CONSTRUCTION
8)
THE EXISTING 5EWAGE 015POSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE
PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED
WITH SURROUNDING CONTAMINATED 5011-5 AND BACKFILLED WITH GLEAN
-
IF
COARSE SAND.
APPLICABLE
4)
FILL MATERIAL FOR SYSTEMS GON5TRUGTED IN FILL SHALL BE GLEAN
GRANULAR SAND, FREE OF OR&ANIG MATTER AND OTHER DELETERIOUS
MATERIALS. THE SAND SHALL BE 6RADED SUCH THAT NOT MORE THAN
45% OF THE 5AMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE.
THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INC -HES -7. j
THE MATERIAL THAT PASSES THE #4 51 SHALL MEET THE
FOL LONING GRADATION REQUIRE1,1ENT5: i
j
THO (2) 5TL X 2'W X 2'D
RAISE GOVER5 TO WITHIN
TOP OF THRESHOLDLEAGHIN6 TRENCHES ® V0.0.
b" OF FINISH ORAE
EL = 38.06 2" LAYER OF 1/8 TO 1/2"
HASHED STONE
EXCLUDING TOP501L
tet,
' jp ✓ t� r'�~ { MIN. - ob MAX... +., •-� aJ M -
^� ✓ , n
D'B0X I 4" DIA. PERF. 5GH 40 PVC
4" DIA 5GH 40 PV r, PIPE ' �. `" GAP AT ENDS OF
`''3. mm�c. FLOW LINE 4" DIA 5GH 40 PVC PIPE CS" th
j 4" DIA 5GH 40 PVC PIPE DISTRIBUTION LATERAL(S)
IOLIp1ID.5EE2"IX
PROP PIPE OR FLS
LC(MINJL
1500 6AL T
f,, VELER IN
ALL ?
36.0±
34.00 SEPTIC TANK 33.75 33.60 f ` 2'
a _
W/SANITARY 5 ��
33.43
EX1.5TIN6
THE MINIMUM SLOPE FOR .d . .
53.40
£
'ALL � +
3/4" TO 1-1/2"
4" DIA 5GH 40 PVG PIPE = K LINE(S) EXITING D'BOX MJ5T REMAIN 33.20
-L�
IS V8" PER FT LEVEL FOR 2'—D" BEFORE PITCHING HA5HED STONE
GOMPTFD BA5E 6A5 B
W/b' LAYER OF- USE "NF-TITE' DOWN TO LEAGHIN6 ,FACILITY,
CRUSHED 5TONE OR APPROVED 31
EQUIVALENT 31.20
23' LIGUJID Dr�TH �1ET TEE DEPTH : I ,
BELOW FLOW LINE q 10' LONOE5T RUN
4 FT 14 INCHES j
5 FT 19 INCHES
b FT 24 INCHES
SANITARY TEE5 5HALL BE i FT 29 INCHES
POSITIONED BELOW AGGE55 COVERS
AND 5UPPORTED BY HANGERS.
NOTE: THE INFORMATION HEREON HAS PEEN
PREPARED AGGORDIN6 TO THE REG2UIR1^EMENT5
OF TITLE 5 OF THE STATE ENVIRONMEN'rAL:
CODE FOR SUBSURFACE DISPOSAL OF,5ANITARY
SENA&E AND LOCAL BOARD OF HEALTH
REGULATIONS.
G Vt_ It
s-.
TES
,� s�hiTAFk%
(Z) CEC 1998