HomeMy WebLinkAboutEngineered Plan - 2015BE C 'a
20 FT. M':N,muto FROM CELLAR OR ' ' Ni SPACE
TCP OF FOUNDATION
10 FT, MINIMUM FROM SLAB
ELE`✓ = 1p0,� -� j 10 FT. MINIMUM
(ASSUMILD) I CONCRETE
I COVERS
6.
4" CAST IRON PIPE -{ -
99.2
CONCRETE
COVERS
i 4" SCHEDULE 40 PVC PIPE �
MIN. PITCH 1/8" PER FT. -\
X
i �6 m Ax. -I
CLEAN SAND
�--INSPECTION PORT
--LOAM AND SEED
\ \ \ 2" LAYER OF
1 /8" TO 1 /2"
\ \ AASHED STONE
\ � '`R FILTER FABRIC !
98.33 MAX. \ 96.08 (AIN.
VENT
NOT REQUIRED
DD GAS I E E
F E
(EX,STING)
1000 GALLON
SEPTIC TANK
(OR EQUAL) MINIMUM
j PITCH 1/4" PER FT.I
98.16
N
DISTRIBUTION _E'v �; g_�RSh:T- 6.30
I
BOX - sToN �AN
TO BE WATER TESTED ' i 11' X 48 X 10 RE's ' -;` ti ` -"N---�
IF MORE THAN ONE OUTLET -- c
(To BE PLACED ON FIRM BASE) SOIL STEt�O(SAS)N
3,/4" TO 1 1/2, CLEAN
1-4 FEE _
\
\
9
DOU3L- r.�S~E� STONE
FREE OF FINES, & SILT
C,t_,
7 rEET
L9 'NCN-S
F LOW
;4 -
I
! I
---_
C
--ELN OV, -
�LSSpGrlL
LEVELERS;TEE
!
YR6/1
��
178-126" IC3
MEDIUM SAND
L1OYR7/4
FLc7W LINE
_
(-
FLOW
! 95.33 • �� a D
-
. . = 97.51
`�
0.. 1
MIN.
LINE
—_� 10„
,..
__
-
-ELEw. -
_96.74_ I MIN. 96_53 1 0
_
�� -
'Ed
°
I
°
10.
_ 94.00
--- - LLE . - - LE
/h'
------
E'LE` - _ 96.91 -
J
—
96 70 - 95.00 SUMP ` E . _ _94_83_
r. o _
DD GAS I E E
F E
(EX,STING)
1000 GALLON
SEPTIC TANK
(TO
BE PLACED ON FIRM BASE)
1000 GALLON
SEPTIC TANK
N
DISTRIBUTION _E'v �; g_�RSh:T- 6.30
I
BOX - sToN �AN
TO BE WATER TESTED ' i 11' X 48 X 10 RE's ' -;` ti ` -"N---�
IF MORE THAN ONE OUTLET -- c
(To BE PLACED ON FIRM BASE) SOIL STEt�O(SAS)N
3,/4" TO 1 1/2, CLEAN
1-4 FEE _
4 ' .C,ES
5 •EET
9
DOU3L- r.�S~E� STONE
FREE OF FINES, & SILT
C,t_,
7 rEET
L9 'NCN-S
8 F ,
;4 -
DD GAS I E E
F E
(EX,STING)
1000 GALLON
SEPTIC TANK
(TO
BE PLACED ON FIRM BASE)
1000 GALLON
SEPTIC TANK
N
DISTRIBUTION _E'v �; g_�RSh:T- 6.30
I
BOX - sToN �AN
TO BE WATER TESTED ' i 11' X 48 X 10 RE's ' -;` ti ` -"N---�
IF MORE THAN ONE OUTLET -- c
(To BE PLACED ON FIRM BASE) SOIL STEt�O(SAS)N
3,/4" TO 1 1/2, CLEAN
d�ELL N A
�—
ZONE
!NDEX
ADJUST
SEWAGE DISPOSAL SYSTEM
PROFILE
7-13" A/E
DOU3L- r.�S~E� STONE
FREE OF FINES, & SILT
PROBLB'-E AATEK TABLE ELE'.. _ ------
OBSER'V'ED wA.TER TABLE
NOT TO SCALE
j13-30 IB
�C1
LOAMY SAND
B SIN
I
GMS -IN-
---_
C
2
LEGEND:
TEXTURE (COLOR
EXSi NG r
�LtvA` -N UG„U
FILL
NO
7-13" A/E
SOIL TEST-OCAT,ON
10YR7/1
ROOTS
j13-30 IB
�C1
LOAMY SAND
B SIN
+ ROOTS
GMS -IN-
---_
C
--ELN OV, -
�LSSpGrlL
? J
• 83.p4p
0
SOIL TEST
DATE OF SOIL TEST eRIL 232015
SOIL TEST DONE BY agETaER ENGINEERING
WITNESSED BY-A•_YQ.N IiJ NL_ ------
OBSERVATION HOLE 1 ELEV.=__98.2 _
PFRrnI ATION RATE < _5-- M!N./INCH AT __44___ INCHES
I DEPTH HORIZ
TEXTURE (COLOR
MOTT. OTHER
0-7'”
FILL
NO
7-13" A/E
LOAMY SAND
10YR7/1
ROOTS
j13-30 IB
�C1
LOAMY SAND
10YR7/4
+ ROOTS
130-50"
'MEDIUM SAND
10YR7/4
I
{150-78" iC2
SANDY LOAM
YR6/1
I
178-126" IC3
MEDIUM SAND
L1OYR7/4
NO WATER ENCOUNTERED AT fib _ ELEV.
DESIGN CALCULATIONS 4
NUMBER OF BEDROOMS -
GARBAGE DISPOSAL UNIT -----
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X ___4 BR.) __4A4_ GAL./DAY
REQUIRED FIRST SEPTIC TANK CAPACITY __MQ - GAL.
ACTUAL SIZE OF FIRST SEPTIC TANK (E)aSTING)_1000 GAL.
REQUIRED SECOND SEPTIC TANK CAPACITY --4(1- GAL.
ACTUAL SIZE OF SECOND SEPTIC TANK 1000 GAL.
SOIL CLASSIFICATION ----
DESIGN PERCOLATION RATE S_5__ MIN./ N.
EFFLJENT LOADING RATE GAL./DAY/S.F.
EACHING AREA. 626 33 SQ. FT.
(11x48)+(59x2X10/12)
LEACHING CAPACITY (AREA X RATE; .0 GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY AOff- 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 .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 DR:VES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO 3RING COVERS TO GRADE SHALL
BE MORTARED IN PL,.CE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SrOWN ARE APPROXIMATE ONLY, IEXCAVATION 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
vMEDIATEL'Y.
8 PARCEL IS N FLOOD ZONE ---C-- 21--
9. 'LOT S SHOWN ON ASSESSORS MAP --1-0-8-- AS PARCEL ____
10. ALL UNSU!TAaLE MATERIAL SHALL BE REMOVED FROM _:NDER AND
FOR A MINIMUM OF 5' AROUND SOr_ ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 115.255:07111 )
EXISTING LEACH PITS ARE TO BE PUMPED AND REM OVEG-I9R-iB' +,�4_,LLED
D r
F ame Dat.
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
YARMOUTH, MASS. F(D,:,
'I REALTY TRUST
LOCUS DAVERPORT
ZL 57/59 JOEL ROAD, LOT 11
YARMOUTH, MASS.
i
o `
SEER EJVGINEERNG
203 SETUCKET ROAD
_ P. 0. BOX 713 j 506 SOUTH DENNIS, MASS. 02660
385-6900
6
DATE APR. <3, 201 � SCALE 1 „ = 20'
REV. I JOB No. 7557--00
j
RE\� II SHEET 1 OF 1
' L_O�,ATION MAP
C.• \S81PR0✓'17557-00\Cwg\7557-SASDwG C2015 SWEETSER ENG!NEERIt