HomeMy WebLinkAboutEngineered Plan - Rev. 2018TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
100.00 10 FT. MINIMUM 10 F?. MINIMUM FROM SLAB
ELEV. - __ �- CLEAN SAND
(ASSUMED) CONCRETE r r \ c
COVERS INSP_C?ION PORT
/ 4" SCHEDULE 40 PVC PIPE � `-LOAM AND SEED
MIN. PITCH 1 /8" PER � T. - ; \ \ \ C 2" LAYER OF
� , /8„ TO 11/2"
WASHED STONE
A 6"M A 97.83 MAX, OR FILTER FABRIC
3.00 4" CAST IRON PIPE MA 05,58 MIN.
(OR EQUAL) MINIMUM it f 11
PITCH 1/4- PER FT.T z
- LEVELLERS EE
95.29
{
t �
4 G� .-
I
E \
94.21
VENT
NOT REQUIRED
96.42
95.00
1 86 83
SOL TES I
DATE OF SOIL TEST M_AR_CH 15 _2018___
SAIL TEST DANE BY SWEETSER ENGINEERING
WITNESSED BY _A._VQN I-LQZ1.E________
OBSERVATION HOLE I ELEV.= 97.5
PERCOLATION RATE __<_3__ MIN./INCH AT ___.4_4_ INCHES
DEPTH
HORIZ
TEXTURE
'"-"-----
MOTT.
FLOW UNE
0-13"
A
LOAMY SAND
W4/4
NO
• ELEV. = _97.0010"
-
13-30"
_TMIN.
LOAMY SAND GOYRIS/4)
0YR4/6
�-
30-128"
C
MEDIUM SAND
i
ELEV. _
_96=002.0"
LEVEL
ELEV.' _ _`G•25_
GAS
ELEV.
6" SUMP ELEV. = (34.33
BAFFLE
I U N
ELEV. _
LIQUID
OUTLET
_
DEPTH
TEE
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
4, FEET
6
19. INCHES
t
500
MORE THAN ONE OUTLET
IF 0
FEET
7 FEET
24 INCHES
29 INCHES
,atm.,.°�
• - 1 "' K � f
61�.aet�
TO BE PLACED ON FIRM BASE)
8 FEET
EE
34 INCHES•,e
( PLASTIC IS ACCEPTABLE)_
3/4„ TO 1 1/2" CLEAN
DOUBLE WASHED STONE
l
FREE OF FINES & SILT
DISPOSALSEINAGE
NOT TO SCALE
95.29
{
t �
4 G� .-
I
E \
94.21
VENT
NOT REQUIRED
96.42
95.00
1 86 83
SOL TES I
DATE OF SOIL TEST M_AR_CH 15 _2018___
SAIL TEST DANE BY SWEETSER ENGINEERING
WITNESSED BY _A._VQN I-LQZ1.E________
OBSERVATION HOLE I ELEV.= 97.5
PERCOLATION RATE __<_3__ MIN./INCH AT ___.4_4_ INCHES
DEPTH
HORIZ
TEXTURE
COLO
MOTT.
OTHER
0-13"
A
LOAMY SAND
W4/4
NO
ROOTS
13-30"
B
LOAMY SAND GOYRIS/4)
0YR4/6
ROOTS
30-128"
C
MEDIUM SAND
94.83 S °' WATER ENCOUNTERED AT _12 ---EL'
EV = _ 87_33
o ° .
X010'° 1 f
° ELEV. _ `A3.50 ��..Y� •. -� � �..yri� ^ S 3
NUMBER OF. BEDROOMS 2 I3Eai ,.: �t A
GARBAGE DISPOSAL UNIT
z
- TOTAL ESTIMATED .FLOW '
4 HIGH CAPACITY INFILTRATORS WITH �` Y'
STONE IN AN ,; ( 110 CAI-/19R./DAY X 3 SR.) _IV1 GAL./DAY
{
REQUIRED SEPTIC TANK CAPACITY _IQ_ GAL.
' N FORMATION 5,4T AGTI}AL -SIZE OF: SEPTIC TANK 1:00 GAL.
11 X 3S X 10 TRENCH 0 n _r
' z WELL AtW2 SOIL CLASSIFICATION _<
%1,N
/iP..K &IDESIGN PERCOLATION RATEt�, ZONE
YS
C°, -(FEB.018, EFFLUENT LOADING RATE? GAL./DAY/S.F.
rE ADJUST 0.7 LEACHING AREA 4J4.3 SQ. FT. -
(11 XM)+(47X2X10%12} .
LEACHING CAPACITY (AREA, X RATE) IMP)- .GAL./DAY
_ 8 474.33 X 0.74
USES PROBABLE WATER �TA.BLE ELEV, - _�>.,Q� `
OBSERVED WATER TABLE (3/15%2.018) ELEV. RESERVE LEACHING CAPACITY - _hMULGAL,/DAY
BOTTOM OF TEST HOLE ELEV.
-
:0
rt S:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES ANO REGULATIONS FOR
THE= SUBSURFACE DISPOSALOF SEWAGE.
2. ALL COVERS'; TO_ SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.'
- 3. ALL COMPONENTS OF THE SANITARY :SYSTEM SHALL 8E CAPABLE OF
A V!TrfSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN' �
f, 10 FT. OF DRIVES OR PARKING AREAS. H=20 LOAt7?NG SHALL BE
USED UNDER .OR WITHIN 10 FT, OF :DP.IVES OR PARKING RREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED 1N PLACE.. " z
1 5. NO. DET "�"IIvATiON HAS BEEN MADE AS TO COMPLIANT E Vt iTH
DEEDED OP, ZONING REGULATIONS. OWNER / APPUCANT 15 `TO # a
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
" 6. UTi4TIES SHOWN °ARE APPROXIMATE ONLY, • EXCAVATION CONTRAe'
1S TO CALk"DIG-SAFE' AT 838--.344-7233 AT LEAST 72 HOURS
V.'' PRIOfi TO COMMENCING WORP< ON SITE.
-
?. CONTRACTOR 1S TOVERlFY GRADES AND ELEVATIONS AS WELL AS
SITE CO"'D'TIONS PRiO^ TO COMMENCING WORK ON SITE, ANY �IARIAT`.ON
kS- sO'' BROUGHT TO THE AT NT!ON GF THE DESIGN ENGINEER:
IMMEDIATELY.
S PARCEL IS IN FLOOD 0t, �' -
)
t110. E. xi;lirC`4B-,.r L t''cD AND P1,
.-F OV 3 ALONG G Y'i Tip,.,
ANY POLLUTED SOILS :ENCOUINTRED.
11. VARIANCES TO TITLE 5 AND YARMOUTH, REGULATIONS:
r . 1 ''-.,x , T r
Jlf A. SOIL ABSORPTION SYSTEM LE S5 THAN 20' -FROM FOUNDATION {BAR, OF 4.7').
B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE (VAR. OF 4.0').
�i C. NO RESERVE:AREA.
a iI
-
3,05 v+. / ,+ G3 GLOM D
FBOhid
valid for B�aa'Alat �►a saa'T'l� Sti'sl'aaw-192018
q g
APR 19 2018
)0 due. 10 State and I oval sewic .variances.
f lealth review and a0wov.al is requited tur HEALTH DEPT
any. future `additions/rco.,%atlow;ialteratitI ns t0
--
Sew.-ge f4lcdities :end/or strirctur esldlseliing.
w. Yarmouth Health Uepar Intent
t
PP�, BOA u, v
SOIL t✓(!( � -
(( � r� DATE AGENT '
.ON TEST J r arne U�t�
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-
IZI
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