HomeMy WebLinkAbout2-A112®I®
P.T. POST
x R.C. TRIM
AP
RAILING
4 R.C. TOP C BOT.
(LING w/2x2
,BALUSTERS
i" D.G.
GHT SIDE ELEVATION SCALE: 1/4"-1'-0"
W? JUN 27 PPS 10: 08 j
__ -- _ - — - -- --- -
RECEIVE)
_ ----- ---------- - - _
_Y
I
cq
to
00
O LT.
JA 1-11-1
n
IA 45c4 P.T. POST J w
_ _-------
- w/1x R.G. TRIM -- j•�
� I I
i
-- 4x
w
4 P.T. POST d CAP
-- --
/1x R.G. TRIM r --
---
t CAP 36" RAILING —
36" RAILING 2x4 R.C. TOP b BOT. 06
RAILING w/24 W 00
+7 -_ — +_ tff,+;
" 2x4 R.G. TOP G BOT.R.C.US 0 W
—t} -- - it_ - RAILING w/2x2 5 ®5+� OAC ►+
BALUSTERS
y -- T R.G. BALUSTER j j C,) I
- -- - j 0 5" O.C. j
-- 4 4 P.T. POSTS q0- VINYL j 00
M
-LATTICE LI z o
T��. 1 I PANEL �--� Z.
� � {
11 U U -TYP. W a {
tmV
i
U LEFT SIDE ELEVATION SCALE: 1/4"w1'-0"
REAR ELEVATION SCALE: 114".r -o" j
j
t 20'-6"
I
G 11
V 5"
6'-7" L. 6'-6" 6'-7"
— ----= -- --- ----- 44 P.T. POST ON
10" DIA 1
CONC. SONOTUBE
TYP.
i i I 2x10 P.T. JOISTS
i a 16" D.G.
2xI0 P.T. LEDGER BD.
BOLT TD BOX w
r5/8"- LAG BOLTS
I I I I 9 32" O.G.-STAGGERED
PIER PLAN/FRAM I
N SCALE: 1/4"•1'-0"
N
SCALE: 1/4"-1'-0"
1x4 OVER 1
CEDAR TR
2-5/8"- GALV.
THRU-BOLTS w/
WASHERS 4 NUT:
COUNTERSINK, T
PVC LATTICE PA
TYPICAL P057/1
1
E DECK"
JOISTS
POST
17CH AT BEAM
2" BRG.
CONC.
tE
L DETAIL SCALE: 1"■1'-0"
0
*—.4
xv z
zZ A
W Li, 0
QQ O"
F
Q�d
is �
�Q Ur
a0, 4 C cn
0
Q
TOP OF FOUNDATION
ELEV. I0• I --�
4' CAST IRON PIPE
EO
PIITCH 1/4 PER MINIMUM PERFT
-ELEV. (01,
ELEV. 99 O
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL
CONCRETE
CLEAN SAND
COVERS
4' SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8' PER FT. 2' LAYER OF
1/8' TO 1/2'
WASHED STONE
/
NOTREQUIRED
z 1 CU. FT. OF
CONCRETE
FLOW LINE a, ANCHOR
LJ 10'
-TMIN. pp pp (/
1 V. v /G. 7/ 2,0. s e
GAS ELEV. _ �&.s 6' Su LEVEL 17
� cJ _ w ,10'' ELEV. _ X5
BAFFLE DISTRIBUTION L���
p 7 HIGH CAPACITY INFILTRATORS WITH
BOX STONE IN AN �'
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED r to
1500 GALLON IF MORE THAN ONE OUTLET (r X36X TRENCH FORMATION
SEPTIC TANK ('TO BE PLACED ON FIRM BASE) SOIL ABSORPTION a z
ONE
WASHED WELL2P-
3/4" D 1 1/ SYSTEM (SAS) INDEX
STOW ADJUST
SEWAGE DISPOSAL SYSTEM PROFILE Lor 33 GBSER,EoUSGS PRTABLE OBABLE WATER TABLE � . =
WATNOT TO SCALE / c) ?O / BOTTOM OF TEST HOLE ELEV. = Q7
LIG
Z,7-3
o-�
LLti � �v
SOIL TEST 1
DATE OF SOIL TEST • I-' 't-0 1-,7 9
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY K. w (5H
OBSERVATION HOLE 1 ELEV.- gLqy` OBSERVATION HOL 2 ELEv.- 972�
PERCOLATION RATE --- I_ MIN./INCH AT 7e INCHES PERCOLATION RATE '�-MIN.ANCH
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
i;10
ti � oo
IIo—
C�
2-9
14
L��/
rDr2c
SWEETSER ENGINEERING
235 GREAT YVESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
y -i0
X71
JOB NO.
K�
SsjNO
l027
rcorj
y✓iZ°
REVISED
SHEET ( OF r•
5-11 r)
/vv WATER ENCOUNTERED AT rZD' ELEV. = 8S i
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCA11ON
UTILITY POLE -O-
TOWN WATER —w�W
CATCH BASIN /@f
GAS LINE
CLEAN OUT C -
CESSPOOL C.P.0
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). -
I� 1 11. A VARIANCE OF 2.0' IS REQUIRED FOR THE TOP OF FOUNDATION TO
BE EVEN WITH THE HIGH POINT IN THE ROAD. A NEGATIVE GRADE
1 N \ \ OF 3/4' PER FOOT SHALL BE MAINTAINED FOR A MINIMUM OF 15'
AROUND THE FOUNDATION.
n I
17 4,
3�\
A-
r
V)
VII
/ rs
0
;0
o
1
B
FCN=/00 0(11
llL
�N11N
T. A.
DUMAS
No. ¢i9
T
i
DEPTH
HORIZ
TEXTURE
COLOR
T N'tr
-
i;10
ti � oo
IIo—
1
B
FCN=/00 0(11
llL
�N11N
T. A.
DUMAS
No. ¢i9
T
i
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
—
OTHER
o
D
Grury arc
SWEETSER ENGINEERING
235 GREAT YVESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
oaTEA� 4�5T
JOB NO.
K�
y
l027
LOCATION MAP
REVISED
SHEET ( OF r•
y. J 9
?
CJ J1r- lS
/✓P WATER ENCOUNTERED AT /20ELEV a 27e
NUMBER OFBEEDIROOOMsCALCULATIONS 3
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW j
( 110 GAL/BR./DAY X BR.) 7361 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY -770
CAL
ACTUAL SIZE OF SEPTIC TANK900 GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < MIN./IN.
EFF4EALUENT LOADING RATE 11 0.74 GAL/DAY/S.F.
II)"MAREAY71ZX`07/z/ Y K S SQ. ET.
LEACHf1 G CAPACITY (AREA X RATE) 3S�'0 GAL/DAY
}7N.3x o•7V
RESERVE LEACHING CAPACITY 3S/ b GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF A2 wl a iT 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 DRIVES OR PARKING AREAS. H-20 LOADING SHALL 13E
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN 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
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 VARIATIC
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. G
A PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP DL• AS PARCEL X ? Z
APPROVED: BOARD OF HEALTH
DATE
AGENT
4
M12
■!
0i
r
S J ii
ff
LG��S
PROPOSED SEPTIC DESIGN
FOR
cT7C)
PROJECT LOCATION
Z_
�
�NT:ejC9zP L�3 ✓�, //J2v.�a rG/
SWEETSER ENGINEERING
235 GREAT YVESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
oaTEA� 4�5T
JOB NO.
REVISED c�lufhr No ,
LOCATION MAP
REVISED
SHEET ( OF r•
4
M12
■!
0i
m
/
b
I? STR1BUION
BOX . �s � Hltii 'r.APA� nn �11L AT�s +gym+
(TO BE PL.AM ON FIRM BASE} TC# MWSASO
10 r 1500 GALLON IF ET F AT�c�, -�SEPTIC 'TANK Com: SOIL ABSORPTION ZONE
J14 11 SYSTEM (SAS)
INDEX
T
I
G oT 33 USG§ PRAM WATER TABIr ELEV.-
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE � / / ) ELEV,
NOT TO ScAu c� 1 '70 � BO'ETCbi OP TEST NDLE a".
1 _
OBSERVATION HOLE T EI.BV:..
PERCOLA11 RATE 42 MKANW AT '71�, JNCM
DEP
mm.
RE
Com
MOTT.
QTHER
��J
,ry
V
(110 CAL/ITR./L1AY. X 8R)
REQU#RED SEPYIC'TANK CAPACITY
° GAL
UTILITY POLE -o-
5-
GAL.
Ira; r
/z
.
GAS G am---
EFFLUENT LOADING RATE
GAL./DAY/S.F.
V777 S4 FT
".4p
11Y54) 17X ZX .10 -/?)
�
3u
GAL../DAY
G, o Fjj✓j i
���
7l�
b GAL/DAY
NOTES.
�,I.+fl7
I. ALL WORKMANSHIP AND MA;ERjt�1S SMALL �COIfftRtM TO D.E.P.
31
mon
t1A
C
a•1r v
'Y
y,,�,wr�
Cafjrjcr'j
AWASAW
m
/
b
I? STR1BUION
BOX . �s � Hltii 'r.APA� nn �11L AT�s +gym+
(TO BE PL.AM ON FIRM BASE} TC# MWSASO
10 r 1500 GALLON IF ET F AT�c�, -�SEPTIC 'TANK Com: SOIL ABSORPTION ZONE
J14 11 SYSTEM (SAS)
INDEX
T
I
G oT 33 USG§ PRAM WATER TABIr ELEV.-
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE � / / ) ELEV,
NOT TO ScAu c� 1 '70 � BO'ETCbi OP TEST NDLE a".
1 _
OBSERVATION HOLE T EI.BV:..
PERCOLA11 RATE 42 MKANW AT '71�, JNCM
DEP
mm.
RE
Com
MOTT.
QTHER
��J
,ry
V
(110 CAL/ITR./L1AY. X 8R)
REQU#RED SEPYIC'TANK CAPACITY
° GAL
UTILITY POLE -o-
5-
GAL.
Ira; r
/z
.
GAS G am---
EFFLUENT LOADING RATE
GAL./DAY/S.F.
V777 S4 FT
".4p
11Y54) 17X ZX .10 -/?)
�
3u
GAL../DAY
G, o Fjj✓j i
���
7l�
b GAL/DAY
NOTES.
�,I.+fl7
I. ALL WORKMANSHIP AND MA;ERjt�1S SMALL �COIfftRtM TO D.E.P.
mon
t1A
C
a•1r v
'Y
y,,�,wr�
Cafjrjcr'j
DEPC
Z
TEXTURE
MOTT.
QTHER
��J
,ry
V
1�iLG7i✓.tlG.
(110 CAL/ITR./L1AY. X 8R)
REQU#RED SEPYIC'TANK CAPACITY
° GAL
UTILITY POLE -o-
5-
GAL.
Ira; r
10*41
.
GAS G am---
EFFLUENT LOADING RATE
GAL./DAY/S.F.
V777 S4 FT
CLEANLEACHNG
11Y54) 17X ZX .10 -/?)
CESSPOOL GP
3u
GAL../DAY
-�
/
b GAL/DAY
NOTES.
�,I.+fl7
I. ALL WORKMANSHIP AND MA;ERjt�1S SMALL �COIfftRtM TO D.E.P.
TITLE 5 AND' M TOWN OF 2 LJ4
tZO
l2
y,,�,wr�
Cafjrjcr'j
/40 WATER ENC01 WWW AT "'0" f ELEV. m gS• i iv 0 WATER Ot0OUISITERED AT 42 .' ELEV.
LEGEND:
DESIGN CALCULATIONS 3
DUST1NC SPOT ELEVATION 00*0
NUMBER OF 6EIYROGl15
GARB
o
E)Q m o CONTOUR ---0q - - -_
FINAL SPOT ELEVATION
TOTAL ESiLMATEl?.fLOW
730CAL/0AY
FINAL ODUTOUR
SOIL Im LOCATION 19
(110 CAL/ITR./L1AY. X 8R)
REQU#RED SEPYIC'TANK CAPACITY
° GAL
UTILITY POLE -o-
ACTUAL STS Cf 5EP710 TANK
GAL.
TOWN
CATCH BASIN iW
�
SOIL WMCAIM
DESIGN PERCOtA7M KATIE
Y 5�`�'_ MIN./1M.
GAS G am---
EFFLUENT LOADING RATE
GAL./DAY/S.F.
V777 S4 FT
CLEANLEACHNG
11Y54) 17X ZX .10 -/?)
CESSPOOL GP
LEAC?i fl CAPACITY (AREA X RATES/
�7Fa
GAL../DAY
-�
RESERVE LEACHING CAPACt Y��
b GAL/DAY
NOTES.
I. ALL WORKMANSHIP AND MA;ERjt�1S SMALL �COIfftRtM TO D.E.P.
TITLE 5 AND' M TOWN OF 2 LJ4
RULES AND
kt t 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND REfdtIJT#ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
FOR A MINIMUM OF 5' AROUND SOIL ABSW71ON SYSTEM AND BE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO REPLACED N11H MATERIAL AS SPECIFIED IN 310 CMR 15.255;x;3}...- - WITHIN B' OF FINISHED GRAAE.
11. A VARIANCE OF 20' IS REOUIRED FOR THE TOP OF FOUNDATION TO 3. ALL COMPONENTS' OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
BE } 9 f OF 3/4H PER FOOT SHALL BEMAINTAINEDFORAA MINIMUM OF I
1 V47H THE HIGH IN THE ROAD. NEGATIVE OWEVATHSTANDWO H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
AROUND THE FOUNDATION. 1USED UNDER ORRt)y1IHINOR A 00FT. OF AREAS'
R VES 2OR PANG AREAS SHALL E
r
L
ry
01
ti -
,
P
n�� L
<)
I
4�
LJt1t.{ evr
I°v
}
L
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALT.
BE MORTARM 7N PI ACE
NO DETURNINATION tfAS BEEN MADE A5 TO COMPLIANCE V47H
DEEDED OR ZONING TO
OflTAtNI £ �! c"wf
fi. UitIIAES sHOW1 Ate ak 4X41 AT04 CQ1FiIU-: MR
15 TO CALL 'bly -sAF� A7lti4•--�` ,�I 72 HOURS
PRIOR TO COWUNtOM '"AIRK ON SM
7. COYTRAC3f ra gt&$` A Atf� WMIONS AS WELL AS
�,, n: ( I T
SITE ii—mi trr
AX-AWON ATE AlIY VQRFATtON
1 r V lJ I H IS M BE 1: . T A OF THE DESIGN ENGINEER
k�''// tMMEDIATT�.Y
T01`J `:d i . ' ' _ I f \ & PARCEL IS IN I't 2C• ..-
9. OT IS SHOWN ON tom' OG AS PARCEL.
20 JIM 27 M Ifl-- 09
RECLIVIC
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
IDufcNJ-JSr'2uC7?0
PROJECT T iWAH, 59