HomeMy WebLinkAboutPlan with Notes1[i
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ALARM AND CONTROL PANEL ACCESS FOR ROUTINE MAINTENANCE
TO BE INSTALLED INSIDE MUST BE PROVIDED FOR ZABEL FILTER. �( ,,1' `Lo,L`"`}
BUILDING. ALARM TO BE ON INSTALLER MUST FOLLOW ALL ,!/ryD SYSTEM PROFILE ALL SYSTEM COMPa+ENrs SIw1 BE
SEPARATE CIRCUIT FROM PUMP MANUFACTURER'S SPECIFICATIO OR ,, (yam/( I MARKED W MAGNETIC TAPE OR
PROPER FILTER INSTALLAT 1 (� (NOT TO Sr•�s) COMPMABIE MEWS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN ' OF FW. GRAD 1l I' PEASTONE OR GEOTEXNLE CONCRETE COVERS TO WITHIN 3• GRADE
TOP FOUND. El. 20.75' DLTER FABRIC OVER STDNE
OVIDE QUICK DISCONNECT FOR PUMP 2x SIOPE REQUIRED OVER SYSTEM 19.6
MINIMUM .JS' OF L
vnU H-x0BET
BLOCKS OR
(nv) 2' PBESSURE UNE NOTE: MIN. WAIL THICKNESS 2' PPECAST RISERS
-ST nvJ SLOPE TO DRAIN BACK 4YSCH4O PJC OMiAR AALLS�
F x41O 97' FLOAT SWITCH PROP. TEE PIPES LEVEL IST Y �25 co PONEMS) INVERT N 180
SETTINGS: I ENDS 1 BIDES 18.83
12.0'34 ALARM ON
11 09 PUMP ON •. $UMP O5p���
:° 12' MIN INT. DIM
11.22' 6"5' WORKING RANGE " 18.13 °"°• ° _ ° 6.0'
18.3'
ZABEL FILTER 5"-- WATERTEST D'BOX 1
(EL FI) _ FOR LEVELNE`-H-10 500 G4L. LEACHING CWWBERS BY ACME PRECAST OR EQUAL /
12' PUMP OFF I 314--l-SI/S2- DOUBLE WASHED STONE (4) UNITS REQUIRED (1
OUTLET TEE W/EXTENSION ALL AND NO PRECAST STRUCTURES
P HOLE OVERALL
DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.03'
0000000 000 0Oo OOOOo WE
Vti
00000 00000 0000 Oo0o
CHECK VALVE
\ a.
xv
(98.4)
/ k
6' BAFFLE / � /Y)�}/
Y 4 / A
6' CRUSHED (10NE OR 4ECHANICAL
COMPACTNIN. (15.221 (2„
D
LOCUS MAP
-/
(V / MYERS SRM 4
1 •� 7, comp. SUBMERSIBLE 4/10' HP PUMP
!/ EQUAL)
/
(/ f/
J,4' ADJUSTED GROUNDWATER NQQT TO SCALE
��n1/1e .yE' (' `.
♦ dSS�550RS
(? x SLOPE) L SYSTEM (OR
MIN.H-20 (ON BLOCK) '�'
(1 x SLOPE)
MAP 131 PARCEL 14
GROUNDWATER ADJ. DATA:
FOUNDATION- 44' - SEPTIC TANK/
A
26 D' BO% 15' FACILITYLEACHING
WELL: SDW-252
PUMP CHAMBER
-THE INSTALLER SHALL VERIFY THE LO CATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TOINSTALLING ANY PORTION .OF SEPTIC SYSTEM
NOTE: INVERT OUT OF HOUSE EXITS BELOW THE FOUNDATION
I
(
�. ✓• A _l A _
DESIGN:
ZONE: A VARIANCE REWETUNDER MAX. FEASIBLE COMPLIANCE
ADJUSTMENT: 0.9' (MARCH) 15.405: (1b): SEPPTICC TANK TO BE GREATER THAN 36'
BELOW GRADE BUT NOT MORE THAN 72'
INVERT OUT IS APPROXIMATE ((�� ���/iUV'
SYSTEM
T�
GARBAGE DISPOSER IS NOT ALLOWED
0°
O1 30"
Di
SIDES: 2 (39.0 + 10.83) 2 (.74) = 147 GPD
6U v EXISTING 4 BEDROOM DWELLING
/'
1 A J
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
PERC
Vc "''�1
l 1 :n° 111
USE A 440 GPD DESIGN FLOW
(APP
41
\ a.
xv
(98.4)
2C, 11 \
�KB
SEPTIC TANK: 440 GPD (2) = 880
D
\
"�1�Y��
NOTES
EXIST.
USE A 2500 GAL. SEPTIC TANK PUMP CHAMBER COMBO
GARAGE
` 17 fis
4
1
11
1. DATUM 15 NAVD 88
LEACHING:
rn
LS
2. MUNICIPAL WATER IS EXISTING
0°
O1 30"
Di
SIDES: 2 (39.0 + 10.83) 2 (.74) = 147 GPD
a
y
/'
1 A J
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
PERC
BOTTOM 39.0 x 10.83 (.74) = 313 GPD
90"
1 OYR 6/6
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TOTAL: 621 S.F. 460 GPD
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
[y�
SiL
TO BE AASHO H -1P. (TANK TO BE H-20)
5. PIPE JOINTS TO BE MADE WATERTIGHT,
120"
WITH 3' STONE AT SIDES AND 2.5' AT ENDS -
V
6. CONSTRUCTION DETAILS To BE IN ACCORDANCE NTH
310 CMR 15.000 (TITLE 5.)
2S 30'5
CAPACITY - GPM 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE
APPROVED DA -FE BOARD OF HEALTH MA & PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR GALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTIUTIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5° BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
THA
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
ll
l A CHER CyRO A T 13. ELECTRICAL PERMIT REWIRED.
184.44' WATER PIT
92 g1 W
BENCHMARK: HYDRANT TAG BOLT
ELEVATION 17.2 NAVD88 DATUM ...AAA
21.94 R,,
1951
x18.u7
m
5' REMOVAL OF UNSUITABLE SOIL REWIRED
AROUND PERIMETER OF LEACHING FACILITY, 18„ (APPLE P?cJ
\ DOWN TO SUITABLE SOIL DYER. LICE
WI1H CLEAN MED. SAND, TO MEE 1, ;2 25
1 SPECIFICATIONS OF 310 CMR 15.55(3)
D
1 '\ (B-YER REMOVAL)
TH1�
GARDEN
WORK LIMIT LINE \ 1; T4I 19.53'0, SP 0 9L.Q
\`r242 TTI x1361 '•, 1 \ �
O 1
% _2Y
L I 1
11 1
\
\ 1
1 920 \
SLEEVE WATER
LINE WI IN
10' OF WATER CINE \
y. \
\\,SPRSCE
VED TREE TORER \'Ih
1 .17n4
2�' SPRU
\
\\\ BENCH MARK - TOP OF \
BOTTOM STEP. EL. = 19.7
\ I
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\
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IQ
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'.
011 \
\
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�9
A),
DICE #95-355
/1 G r n , '} 0 eL-
3
21
(APP
41
\ a.
z 1J i1 e0.39
(98.4)
2C, 11 \
�KB
TH1
D
\
TEST HOLE
T BIRCH
'
EXIST.
EXIST, 1500
GAL ST(DEEP)
GARAGE
` 17 fis
4
FIRE HYDRPNT
WY IPPFAR IN CRA'MXO
�, INVERT OUT OF HOUSE T EL12.0'3
"'////J/' (GOES UNDER BASEMENT SLAB)
WATER LINE ENTERS HERE PER OWNER
/ Y
EXIST. DWELL.
TOP FNDN. = 20.75'
A SUNRM.
EXIST. D'BOX AND SAS SHOWN
APPROXIMATELY ONLY
(AS -BUILT UNCLEAR)
99-- EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
(98.4)
PROPOSED SPOT EL.
TH1
0
TEST HOLE
2%
SLOPE OF GROUND
�Q3
UTILITY POLE
_
MOTE: NOT ALL SWB013
FIRE HYDRPNT
WY IPPFAR IN CRA'MXO
TEST HOLE LOGS
ENGINEER: _DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 4/24/15
PERC. RATE _ < 2 MIN INCH
CLASS I SOILS
z6
1
4
ELEV.
0"
-
19.5'
A-
LS
0YR 3/2
7"
B
rn
LS
0°
O1 30"
Di
10YR 4/6
17.0'
PERC
MS
90"
1 OYR 6/6
12 0'
C2
SiL
120"
2.5Y 6/3
9.5'
C3
FS
168'
D ATER ENCOUNTERED
GT
AT 165"
ESL.( 6.5'L
TITLE 5 SITE PLAN
OF
125 THACHER SHORE ROAD
YARMOUTH PORT, MA
PREPARED FOR
CARLOS FONTS
DATE: MAY 1, 2015
Sod.: I"= 20'
C 10 '0 30 a0 50 FEET
011508-362-4541
M01`W44 c � IHOFW c I I0z 508-362-9880
DANIELA DANIEL downcape.co .
` CNIL� CA_ NN down rape engineering, IRA
104.00 N0.46502 No. 40980
"s 'v0 civil engineers
land surveyors
ZONAE AESRv l/ g39 YARMaMin SheetOUTHPORT MA 02675 ( Rte 6A)
S 1 IT
DATE DANIEL A. OJALA, P.E., P.L.S.
95-355 UPGRADE 2015.UW'G,
1