HomeMy WebLinkAboutApp# 4536Y! JI 31 Al 8 :-ID
W
r
F 7 T -f.-VATInAd
--4
CtEVAT-joeAt & T
SA SK6TJ
i YARINIOUTH CO3MMETTUT"ll.
OKHRD
J
F /1 o /`/
)ST F/coo i2
loo
`97 J!'_ 31 A85-
2N17
F
15�U r rToro l
fit
— I Sqv-r5 1 I Sr,v-ro �
r
• �Er� �lyC�l:
v 1 ( 1 \\
cA°s4
___.------------- -- - -- - - -- -- --- —
2
r
r
7 3'/2rr
SioRrv�
�•J��1
E A
YAR'. JL'T-:
QKHRD
—
(At Vr'1
34/x X 6J
2
.j d -l" )( �(�'• .
6")( SO'
cel. CAfC
y�d�2 to L. (ASC'
-- — - ---- --
Fl+.. nGZ.sF.0 A d l
246
3y%X3G%Zr
S
ANLf tstn. CIZ23
'e i3u1LT j ---
-
a�"X 3F;
___.------------- -- - -- - - -- -- --- —
2
r
r
7 3'/2rr
23
j--- ---__ M ------------ -- - --- --
I
r� r
i/'d x 4y%v
�•J��1
E A
YAR'. JL'T-:
QKHRD
—
�c310
—/-1n�D��tSC�J 3�31� > •ra.Lro.� --- ----
Ai.) DPZsen) 24210 - ---- - -- -
2
��t4x_`l�i�{!
_
�s r 3) /y
a
—
C%
-- — - ---- --
Fl+.. nGZ.sF.0 A d l
246
3y%X3G%Zr
S
ANLf tstn. CIZ23
(ZoTo SIIV-�5
23
j--- ---__ M ------------ -- - --- --
I
r� r
DEPTH
�'
TEX RE
COLOR
..._.
CHMARK
TE$T
I
p
,
F FOUNDATION 20 FL MINIMUM FROM CELLAR
-'SOIL .,
DATE SOIL TEST
PROJECT LOCATION
ti
FFELEV.— )09 2 10 FT. mwmuU 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
S
CLEAN SAND SOIL TEST DONE BY
CRAIG R., SHORT
PROFESSIONAL ENGINEER
508— DENNIS,BOX 10.
3P:�' zR�J/ 5, C�NMASS. O?GGC�
(ASSUMED) CONCRETE
WITNESSED BY
WASHED STONE
COVERS 4' SCHEDULE 40 PVC PIPELOAM
MIN. PITCH 1/8' PER FT.
AND SEED c OBSERVATION HOLE 1 ELEV.= OBSERVATION HOLE 2 ELEV.-
_
\ r 2 !AVER OF PERCOLATION RATE _ MIN.ANCH AT - INCHES PERCOLATION RATE MIN./INCH AT INCHES
oy'
DEPTH
�'
TEX RE
COLOR
..._.
OTHER
I
p
,
1/8' TO 1/2'
PROJECT LOCATION
ti
CRAIG R., SHORT
PROFESSIONAL ENGINEER
508— DENNIS,BOX 10.
3P:�' zR�J/ 5, C�NMASS. O?GGC�
WASHED STONE
SCALE 1 _ G
DATE %/Z 2/ j0 %
oy'
4' CAST IRON PIPE
REVISED
JOB N0. /z - 73��"
VENT -
I REQUIRED
LOCATION MAD I
REVISED
I
(OR EQUAL) MINIMUM
I
PITCH 1/4' PER FT.
_z
1 CU. FT. OF
CONCRETE
FLOW LINE
a,
ANCHOR
ELEV. - Z5•Q0
1O'
_T
•e•
i-ELEV.
ELEV
2y
LEVEL
F.t•E.
q4
GAS
99.0 6' SU P ELEV. 93 i�O
,tee. . ;i�
ELEV.
ELEV. =
V. -
-
BAFFLE
DISTRIBUTION
1
-
LIQUID
OUTLET(TO
-
BOX '�
INFILTRATORS WISTONE IN AN
-
4 FEET
14 INCHES
BE PLACED ON FIRM
RM BASE) -
TO BE WATER TESTED
TrTH
hlNll f/�[fii.Tf�li
z
DEPTH
HORIZ
TEX RE
COLOR
MOTT.
OTHER
I
p
,
PROJECT LOCATION
rtti !a ln�nw 15UU UALLUN, it MUKt inns Urvt WILLI -- -
677 RFT
24 INCHES ) / SOIL ABSORPTION ZONE
8 FEEET 34 1NCFiES SEPTIC TANK �S.T) (70 8E PLACED ON FIRM BASE J WELL WATER ENCOUNTERED AT ELEV. _ WATER ENCOUNTERED AT ELEV.
3/4' TO 1 1/2• SYSTEM (SAS) INDEX
WASHED STONE ADJUST
LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS 4_
NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
FINAL SPOT ELEVATION 0 - TOTAL ESTIMATED FLOW
FINAL CONTOUR 00 (.ZJ_oGAL/BR./DAY X`t SR.) GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY "GAL
Y UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK y3ab GAL
_ TOWN WATER —W 41 SOIL CLASSIFICATION 7
CATCH BASIN �� DESIGN PERCOLATION RATE S_ MIN./III.
GAS LINE G EFRUENT LOADING RATE GAL./DAY/SF.
LEACHING AREA SO. FT.
LEACHING CAPACITY (AREA X RATE) GAL./DAY
207-27
RESERVE LEACHING CAPACITY GAL/DAY,
is 403 T f ± _
NOTES:
1. ALL WORKMANSHIP AND MATER ALS SHALL CONFORM TO D.E.P.
A t TITLE 5 AND THE TOWN OF �f1 1': rN t/77f RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
Au FfGtFC�
O✓0 j j °1S �' 2. ALL _COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 60 OF FINISHED GRADE.
r r 5
Ar 61 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
' ` lei `— _ •I / / C 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 MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED 1N PLACE
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 SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR "
I I I / IS TO CALL'DIG-SAFE' AT -1-800-322-4844 AT LEAST 72 HOURS
•� I _ G i 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. {
8. PARCEL IS IN FLOOD ZONE �-
\lop8' /� 9. LOT IS SHOWN ON ASSESSORS MAP �`AS PARCEL V27
I , Dwra t L ING i �g A. E
\ \ / ; YARN O iA i
RD
_ F
OP'sttio FCFvic<>.00
fS�Sf,GcNwr,oV�IL
No.274fF93
IY h ROVED:E� BOARD ARD. OF HE -ACTH ELi rrpA
DATE AGENT
01996 CRAIG R. SHORT, P.E.1
I
PROPOSED SEPTIC DESIGN
FOR
I
p
,
01996 CRAIG R. SHORT, P.E.1
� pNir
j [,��! [+��'^'
PRE
REL�iill'i�1�A7—et t'
q'
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
CRAIG R., SHORT
PROFESSIONAL ENGINEER
508— DENNIS,BOX 10.
3P:�' zR�J/ 5, C�NMASS. O?GGC�
SCALE 1 _ G
DATE %/Z 2/ j0 %
REVISED
JOB N0. /z - 73��"
LOCATION MAD I
REVISED
I
SHEET i OF'/
I
01996 CRAIG R. SHORT, P.E.1
TOP OF FOUNDATION
ELEVI 1041
-HO-RIZ
10 FT. MINIMUM
(ASSUMED)
OTHER
OTHER
4e CAST IRON PIPE
EQUAL)
PITCH PERIMUFTM
"'-ELEV S.00
FT. MINIMUM FROM SLAB OR CRAWL. -SPACE
CONCRETE tcf4ST /,¢ON F2»ne£Fx'CCVE'/ZS
COVERS/ To C1zvvE $ F Psi%I ZAll'rv�✓✓gy)
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8° PER FL ,
N t'O
CLEAN SAND
.et g4,0,3\M I'v
4
E
.t L 9,1
AND SEED
2° .AYER.OF
1/8' TO 1/2e
WASHED STONEVENT
/� REQUIRED
Z 1 CU. FT. OF
CONCRETE
s L/ ANCHOR
I I � / -fMIN. I �
J T (f/J == 9 4.25 �2,•0� ° °
q� imt .
ELEV. LZ'= GAS 99 <' 6' SU P ELEV. a Jn'¢GG ° €a`"' � ..� "9 "''_'=' a /O ELEV. 1.7
BAFFLE �V'
�_ DISTRIBUTION �E V = S/�20 N/G/N C TAC17
LDEPTH TFrIQUID OUTLET BOX 92.53 INFILTRATORS WITH STONE IN AN
4 FEET 14 INCHES (TO 8E PLACED ON FIRM BASE) TO BE WATER TESTED i
S FEET 24 INCHES 1500 GALLON IF MORE THAN ONE OUTLET 11Y37, !a TRENCH FORkAT10N
8 FEET 34 INCHES SEPTIC TANK Cs•%� (TO BE PLACED ON FIRM BASE) / SOIL ABSORPTION H WELL A/ v'✓ 247 WATER ENCOUNTERED AT a ELEV. . fi1 • !
%7r20 3/4° TO 1 1/2' ZONE WATER ENCOUNTERED AT 9 _ ELEV. _ T• !'
WASHED STONE SYSTEM (SAS) INDEX
ADJUSTS _
LEGEND: DESIGN CALCULATIONS
!/ Y SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. e 7 EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS 3
NOT TO SCALE OBSERVED WATER TABLE { 7 /1 /y7) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
FINAL SPOT ELEVATION 00.0 TOTAL ESTIMATED FLOW
FINAL CONTOUR—{Q07�-- (.,I`BR./DAY X ? BR.) ` GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY oo GAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1�O GAL
tr TOWN WATER -W-pp-w— SOIL CLASSIFICATION
O CATCH BASIN fJ DESIGN PERCOLATION RATE < .?' MIN. N.
GAS LINE G EFFLUENT LOADING RATE -/�
LEACHING AREA (1 x 3 }' C9 6 r SQ. FFTAY/S.F.
=207-27 LEACHING CAPACITY (AREA X RATE) 340 GAL./DAY
�S �iO3 S f f RESERVE LEACHING CAPACITY 340 GAL/DAY
NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
4� TITLE 5 AND THE TOWN OF -YFt l? MnL/7"h RULES AND
STOxF ID aiL REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
01� ruLe'DJ *% � �,�.
�, > o a 51� / WITHIN 6" OF FINISHED GRADE.
gsI ,\ r \d _�" iG • / COY 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
\ o`•. f />? N1 10 FT. OF DRIVES .OR PARKING AREAS. H-20 LOADING SHALL BE
ij --
% —' ---`-' - ---'-' L OFJy Sn N77 1 f? y� p USED OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
°� 01ST\/ rr12 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
l ` D� \ / / c�¢ r. 'E? -`5^'1 0 lrF D %j E/V Fr! i N cr BE MORTARED IN PLACE.
Z_1 -L ! 0 Li / `! -S Y 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
l DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
\ \ I ! Sr ./ . +`) It III v.// C L F f7 r/ �`/
" �-� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
e\ \ \
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
I R ESE IIV S 5 Q .5 ^s Q U I r.z D / N r JS. 2 10 e n^ z � �'� IS TO CALL 'DIG -SAFE' AT -1-800-322-4844 AT LEAST 72 HOURS
-"� [ NI,'-' � PRIOR TO COMMENCING WORK ON SITE.
P' `O - I �1 0 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
Z i o J ° B. PARCEL CONDITIIONS PRIOR
ZOTO NE COM F CING WORK ON SITE.
LOT IS SHOWN ON ASSESSORS MAP !vim AS PARCEL X27
Colt/ T2�'7 G Tc /Z rca
AMM -1) In •riN O v F.? A / G r Ptt / ra yr - e.!k �r L.'.9 �C f'I a -54 S.
�,��, YARR"Ot1TNCO5.MITTEE >3 H dura r...v, ivc3r�III r rgL-- D.
ovHRD
7-47P
'% FaTN
iQ
y•cl�Wn:c�Fxrf�
.GF'-IVCH /L9fi,PK � �• '� . C^• ,{�� r � � �;e d ti; �;1,.
APPROVED: BOARD OE HEALTH
G
a 2 �i DALE AGENT
SOIL TE)T
DATE OF SOIL TEST 7 z(../-117
SOIL TEST DONE BY C r' 414 orIr
WITNESSED BY f> lr Y ✓arI N rJ r "
OBSERVATION HOLE 1 ELEVI ?3.7 OBSERVATION HOLE °2 ELEv, 94,7
PERCOLATION RATE - � 2- MIN./INCH AT 40 -,T- INCHES PERCOLATION RATE <Z MIN./INCH AT '�'F-6cz�INCHES
DEPTH
-HO-RIZ
TEXTURE
COLOR MOTT.
OTHER
OTHER
C7
5m
ej
i o YR -
R.ro
L3
sJ8
CRAIG 1Z SHORT
PROFESSIONAL ENGINEER
508- P. 0. BOX I04�
S. DENNIS, MASS. a2LG0
DATE 7/Z 2/} 7—�
SCALE 1" = 26 '
REVISED /! J 97
JOB N0.
710
7/G
LOCATION MAID l
C
MeJ'u
To/G
!Oe
Y c &4,7
DEPTH
HORIZ
TEXTURE
COLOR
MOTE.
OTHER
PROJECT LOCATION
�7 jC 'PIA.
zc
L3
sJ8
CRAIG 1Z SHORT
PROFESSIONAL ENGINEER
508- P. 0. BOX I04�
S. DENNIS, MASS. a2LG0
DATE 7/Z 2/} 7—�
SCALE 1" = 26 '
REVISED /! J 97
JOB N0.
LOCATION MAID l
REVISID _—�
SWEET, /' OF/
To/G
- - - -- 01996 CRAIG R. SH
'
/1/ F� �';��
L r` \chic.
C /
!
PROPOSED SEPTIC DESIGN
FOR
L l SA S KCS TSG
PROJECT LOCATION
�7 jC 'PIA.
CRAIG 1Z SHORT
PROFESSIONAL ENGINEER
508- P. 0. BOX I04�
S. DENNIS, MASS. a2LG0
DATE 7/Z 2/} 7—�
SCALE 1" = 26 '
REVISED /! J 97
JOB N0.
LOCATION MAID l
REVISID _—�
SWEET, /' OF/
- - - -- 01996 CRAIG R. SH