HomeMy WebLinkAboutDOA - 550 Willow St - Site Plan002j KEYSTONE OR EQUAL WALL WITH 153'± LINER �,.
A I X -X --X-\ �,�/ AROUND 637 SF LEACHING FIELD
o71
5' UNSUITABLE SOIL REMOVAL REQUIRED. ENGINEER TO INSPECT \ ^
X-X_-X__XX-_ \ 1500" GAL H-20 •� .. '/�`1Y/
BUOYANCY CALCULATIONS:
STI:- UPLIFT = 5.67'-X -10.5' -X 2.03''-X --62.4 #/MFT = 7,542 LBS -
N1 - .. .,
W W W d W PUMP CHAMBER WITH 99-
\ \
EXISTING CONTOUR EMPTY WEIGHT - 12,000 LBS. O.K.
W
W W - - - - - DUPLEX PUMP SYSTEM i-99.92 -EXIS'T.-,SPOT-'ECFV.. _: ! • _
P C LPUFT = 5 6T X 10 5' X '2 32' X 62 4 #/CU FT 8,620 LBS
N :J 28.0' .. 00 GALLON f EMPTY WEIGHT = T2,000'LEIS.' G.K. - ..
EXIST GTR OF AT LEAST 4" CA ER THAT EXR ZONES SHALL BE �"'- ^ O/ H520 SEPTIC TANK \--[��•- PROPOSED CONTOUR
100% SEP71C `L
Fi ED. IF CH TREES DO NOT IST, 3• CALIFP R TREES SHALL BE PLANTED A i. I -
INTE ALS OF T MOST 20' 301..4 � f, !98.41 PROPOSED SPOT EL
( ) ( .ALL BUFFERS) - \
z4 [2a7 \ LOCATION: TH-1
X _ \ TH1 LOCATION: TH-2
_ _ O
E E E / �- - - _ _ - \ CIO, \ f TEST HOLE DATE: 7/3T/02 1 Ptit DATE: 7/31/02 IPM
E
E E 101 B' o eO, �\ o p/� EXCAVATOR: REID ELLIS EXCAVATOR: -REID ELLIS
2% SLOPE OF GR B.O.H. AGENT: AMY, VON HONE R.S. B_O.H. AGENT: AMY VON HONE R.S.
�o.
ENGINEER RICK JUDD R.S. ENGINEER: RICK JUDD R.S.
<.:Y C our
ELEV. DEPTH ELEV. DEPTH
#550 ,D/ s> ass <� //,RANT 20.4 0• 21:5
o S \ \ \ V S XC FILL MULCH
EXISTING a
s / //{3 \\S \ S f
METAL < >FaJ // \ \ �St \. /G LIGHT POLE ' B LS (COARSE) 3 -
EXISTING L.S. (COARSE)
O III :.:at>: / O \ \ St ,� \ �/ Q� 10Y�2 5 6 1OYR 5/6
S I- BUILDING OBSERVATKJN III I `E `" E?;: q / ti S i20 pg S SEPTIC MAN HOLE 19.4 12"
20.3 18"
/ (� 5.112 SF PORI III ( //<vv \ \ 11�J 2�>> / / f`` O ADJ..GRO AZER EL. • 19.0 ADJ." GROUNDWA EL 19.0
EXIS ING P VED ARKI G V I SEE DETAIL Aw /�//vvNOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SLAB 24.2 Q
S u
14 PACES CONNECT & VENT / //i2v� O\S \\ \ ! _
6"X6" GUTTERS AT 0. EACH / / PERC< 2 MIN./IN ;� PERC< 2 MIN./IN
�' _ \ \ of ti SIDE BLDG. TO a"0 6CH40 PVC / I / BOTT AT 46 .f BOTT. AT 46" a
7
�/ sJS \ PIPE AT 1% --INTO %PDRMWATERf /� - 24 GAC. -IN 4.17- - 24- GAL -1N 4:17
S0 \ \ LEACHING 'BED. ! \ ,i / C1 COARSE SAND C1 COARSE SAND
EXIST: WALK O /
/Q \/ / 2.5Y 6/4 2.5Y 6 4
®J `- 3 SP CES �` f v aR �S \ \
'l GROUND R EL.14.48 (71") .
// GROUNDWATER E
i .
!-I� �CFSC'2 A
23 i�9eS
/ /
10.4 120" 11.8'
Ito"EXISTING PAVED PARKING 9FcEN our BorroM BOTTOM
Iyl W SAWCUT'ANDMATCHEXISTING PAVEMENT SoC g"`USGS HIGH GROUNDWATER EST, USGS HIGH GROUNDWATER ES
T.220] 22
INDICATOR WELL:- AIW230 INDICATOR 'WELL.- AIW230
W W W-- -w [22 ! -ZONE: ZONE € ZONE: ZONE E
BENCHMARK J e9Y�A B LIDATE: 7/25/02- 25.32 DATE: 7/02
\ � .PROPOSED WORK LIMIT ADJ. FACTOR: 7.2 ADJ. FACTOR: 7.2.2
\ o , `l ` O SLAB ELEV. 24.2. �. \ \ t o/ (SCT FENCE):
-. NOTE: REDUCED
\ TEST. HOLE LOGS DSTDE TO
PROXIMITYODRAINAGE
PROPOSED PAVED PARKING ?T ' ..
'9 I 6�' \\ LOCATION: TH-3 SSTUCT RREESSEDRAINING TO
\` \ `I 13 SPACES 4 SPACES !, I •� 373' +Fs - DATE 5/10/06: (SPECIAL
451 = Z7 LNESS
�. o �! REF.. #43 JEFFERSON AVE.
`�/ i I EXCAVATOR: ASSURANCE ADJ. WATER EL 18.0 10/99
� ) I BA.H..AGENT: AMY VON .HONE .R.S:
ENGINEER: DAVID" FLAHERTY R.S.
100.0,
21. 121.5 f21.6j i?? O /! ELEV. DEPTH
/ � NOTE: 0 bfACHINERY TO BE ST ED " .," 20.0 0"
] J , WITH 100' BUFFER 0 WETLANp
FILL PEASTONE LOAM
, UNSUITABLE
50.0' \ 15.0.
15 SPACES / o i ! ADJ. GROUNDWATER EL 19.0
< 2 MIN./IN (ASSUMED)
D
\\ \ \\
./ e - r /
. -iF
REMAIN PL
SE SAN UTILIZED MMAT AL•STORAGE/ Cl 25Y 2
SAND. GRAVEL LOAM US TO REMAIN)
CONTRACTOR
yqRlAul SSTRa_ 1ry II t /// ! //! ��// !_ iUn/i-O, �`/h•� (IIt
,
OBSV. GROUNDWATER
R EL.16
.0
1217 To.O 120"
X 21.6 I 0BOTTOM
CovnEHIS R19 Si f2BSe ICT X PASS
SSGGROUNDWATEREST
S HIGH
uNEF�INDICATOR WELAIW230DSill D0UNZONE:
.I ACE ST7' ER DATE5/24/06= 2
CID 2(.542OMWSP1 PNT ICE D NOI•X-_zZ N11 I ST ADJ. FACTOR: 3.0
100, X�kof X�-lN=L A_
EEXus 8EASC N 0 8
f
+� /
DI ^LNc
�-�5?RICi zD REMaN- _
_ f20J {
3 EXF 7zp
R_4Q RJCT` _ l
_ 0_y DIST � - Locgno
OCTISEA SEPTIC _ - _ ARES PDLE Br rylEPER LAND LOUR
i12 TRANSMISSION UN f,�XN�
4'1c/
C6 7
�044
It
17�
off,
P E'
PROPOSED WORK 6MTT LINE #oi
\ (SILT FENCE)
!_
//--••�� �F1��T7�,^y^�' �}� a 77��rr��--�� 7� CONCRETE COVER TO WITHIN
®_ p I �y ■ ' _ I� Y �j - TO 6' OF GRADE GEOTEXi1LE FILTER FABRIC " EL 26.4± 0-4'- 6.0' -
cr�.:J - 4• SCH4D _
23.0
MAX 21.47
a
' 115' MAX. AT 1.39.
4*OSCH40 PVC
r•
2O 0 20 40 60 Feet
BLOCK UP D -BOX, 249.D. RISER
OVER STONE
SEPTIC - TANK
4' LIQ. LEVEL GAS BAFFLE
ACME. OR EQUAL
PVC VENT
(WATERPROOF)
"
1500 GAL
PUMP ON
5"
TO
6" OF. GRADE, MORTAR ALL COMPONENTS
INSPECTION PORT
PROVIDE
PUMP CHAMBER ..
BER
- -
MANHOLE COVER 24"" DIA. H-20-INSECT,
-INSECT SCREEN -
SCALE: 1" = 20'
4' UQ. LEVEL
MORTAR ALL COMPO (TYP.)
ACME OR EQUAL
�,
25,5
MIRAFl 140N FILTER
FABRIC
6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED
WATERPROOF) _
0
40 -PRECAST DONUT '2 OVER FIELD
TOP OF
-.WALL_EL.
4"SCH40
EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.
•(O
C
W
O
25.23
-
4" THICK 4000 P51 CONIC: W/YNlF
250..
TITLE' 50
/ TO BE INSTALLED INSIDE
BUILDING. -ALARM
CK
B1` .�
I EE
18"0 OBSERVATION HOLE IN CTR.
2'±VARIES
VENT WIT
/ TO BE .ON
/ H-20 CONIC. 'COVER SEPARATE CIRCUIT *FROM PUMP.
-SPO
J
.'
o°o°o°o°°°o°o°0°o°o0 e°o°0°0000000°00
0 0 0 0 0 00000 0 0 0
0 0 0 0 0 0 0°0 0 0
000
-
5' REMOVAL
n .
I
°a o°0°0°00 00°0°00 0000000°
000000000° o o°o°e°o°0°0°0°0°0
°0000 00000° 0 o00°eoo 0 000000000 00°00000000
0°000 0°0°° o 0°000
00° 00
o e°o0
IG-AER1"11T-REGNI
D
0 0 0 0000
x° 0 0 0 0 0 0 0 0 0 0 0°0 0 0° 0
°°°°°°°e°0
00
0 0 0 0 0 0 0 0 0 0 0
0 0 0 06a°00°0°0'000000°0°0°0°0°0°a°O0°'a°000000°
0 0 0
o°oo
SLAB.,
24.2 _
H-20 24" CASE IRON CIV 2'OSCH40 PVC
o�o�oao�o�o00 0
. 24.82
0°0°0°0°0°0°0°°°o°e°o°°°o
°o°o °o°° o o°o°o°o o °°°°°°o°°°o°o°o°°°
0°00 00°0
.
PRECAST H-20
FORCE UNE -
ob000000eooa�000
� 24.73
INVERT
24.5
�•
24.2
24.0
2'0 IF REQ..
COUPLING
25.09'.
PIPE LEVEL -IST
2'
SLOTTED -'H-20 HDPE -PIPE
RET. WALL.
.SEE
9" Mil'),COVER
TO BOTTOM OF FIELD ELEV.
40 MIL
LINER
DANE
SEE ,DETAIL
23.0
MAX 21.47
a
' 115' MAX. AT 1.39.
4*OSCH40 PVC
r•
1 £. 1500 GAL H-20 14"
Trr
i
:.
SEPTIC - TANK
4' LIQ. LEVEL GAS BAFFLE
ACME. OR EQUAL
.•.
_
(WATERPROOF)
H-20 D -BOX ON 12 COMPACTED GRAVEL TOP EL SEPTIC FI E
N R1
N
N N
If INSPECTION PORT
MANHOLE '24". DLA:. H-20. '.
VC AT 4)157,
5%
SOLID . CH
M
PUMP - INSTALL'ATIQN
-1. SEPTIC SYSTEM -PUMPS SHAH-BCVYERS SRM 4/M HP -PUMPS OR EQUAL
-
PUMPS'SHALL" BE INSTALLED- IN STRICT CONFORMANCE WITH THE MANUFACTURERS
SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER
SHALL PROVIDE THE DESIGN SHOP DRAWINGS -OF- THE ALL -PUMPING EQUIPMENT FOR - -
APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONRGJRA71ON FOR "
FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS .STEEL RAIL MOUNT RED.
2. -- CONTROLS: PUMP" CONTROLS Si BE LOCATED WITHIN 7HE OFFICE IN AN
ACCESSIBLE AREA AND. SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND
LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH
. EACH OPERATION APPLYING -110 GALLONS TO THE LEACHING FIELD.
PUMPS SHALL OPERATE FOLLOWING SEQUENCE:
a. PUMPS OFF
D.� LEAD=PUMP'ON'
e. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP
.SUBSTITIUTES FOR FAILED PUMP)
d. - PUMPS MUST ALTERNATE' ..
3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY'A CIRCUIT
SEPARATE: FROM" THE. PUMP* POWER.- THE ALARM SHALL CONSIST OF A RED .
WARNING UGHL-ANO AUDIBLE. SIGNAL WITH PRESS TO SILENCE SWITCH.: THE
ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY. PUMP. FAILURE.
4. PROPER FUNCTION OF PUMPS, CONTROLS AND :ALARMS SHALL BE DEMONSTRATED BY
CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY _
APPROVED BY HEALTH DEPT: DATE
SLOTTED H-20MOF HDPt HIRE Otl � WEST -N A MA, ` . _•
TO BOTTOM OF.FlELD ELEV. �i ■� f■ Il®'/JGJLLi9�
3/4" - 1.5" DOUBLE WASHED STONE LEACHING FIELD - �"
NOT TO SCALE
Ael 9B5 11 �20 ORI EQUAL25.2 BOTTOM EL 2, .2 - L V V I N V v %"J %J L V I I V 1 11
: 6'MIN. SUMP 3/4'-1-1/2" DOUBLE WASHED STONE FIELD SEE PLAN VIEW o ENGINEER TO INSPECT SOIL REMOVAL WALL & LINER
,i SEE PUMP INSTALLATION NOTES FOR OTHER INSPECTIONS
off -508�362ll
CHECK VALVE TYP. D -BOX - - - fax 508 362-9880
FLOAT. SWITCH LEACHING FIELD �jNOFMgss91HOFMgss
SETTINGS:. 4p 4 a
4" WORKING RANGE DANIELA �m ��� .DANIEL tiN I
ADJUSTED GRDUDWATER ELEV. 79.0 OJALA A. 010!rj/r7 C0'p,e en in eerie
SET AS SHOWN CIVIL " OJALA y - g ,g, In C.
Na. 46502 N
COMPACTION (TYP.) 6" GRAVEL & MECH. o - 4'` ? ¢ Cl IIIL ENGINEERS
BOTTOM FOOTING "EL_20.0 16.97/ COMPACTION (TYP.} � `P Es 0 ! �fss�a � /rQ
,6.66 SEPTIC - PROFILE S'°N EN N° I I �o LAND SURVEYORS
SEPTIC TANK PUMP CHAMBER DUAL MYERS sRM4 3fo HP PUMPS
RUN 2"SCH40 PIPE WITH COUPLINGS AS NOT TO SCALE DANIEL.A..OJALA PLS;: PE DATE 939 Main Street - YARMOUTHPORT, MASS
SHOWN FOR FUTURE- PUMP REPLACEMENT •.. -
00-185
#554 &:#55a ALLOW- STREET-
PREPARED FOR:
A- SU CE CONSTRUCTION
SCALE: AS NOTED DATE: 6-30-06
REVISED: 9119/06 '(SPR.CONNTS)
GRADING &:U11I:T TES SHEET 2 01FF3: _
OO-TBSASSURANCE-CONST\DWG\G0=185-SR7LM.T.DWG-(DAO), .
•'
625 GAL RESERVE
+ HI ALARM ON
PUMP ON
5"
-..
PUMP OFF
If INSPECTION PORT
MANHOLE '24". DLA:. H-20. '.
VC AT 4)157,
5%
SOLID . CH
M
PUMP - INSTALL'ATIQN
-1. SEPTIC SYSTEM -PUMPS SHAH-BCVYERS SRM 4/M HP -PUMPS OR EQUAL
-
PUMPS'SHALL" BE INSTALLED- IN STRICT CONFORMANCE WITH THE MANUFACTURERS
SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER
SHALL PROVIDE THE DESIGN SHOP DRAWINGS -OF- THE ALL -PUMPING EQUIPMENT FOR - -
APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONRGJRA71ON FOR "
FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS .STEEL RAIL MOUNT RED.
2. -- CONTROLS: PUMP" CONTROLS Si BE LOCATED WITHIN 7HE OFFICE IN AN
ACCESSIBLE AREA AND. SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND
LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH
. EACH OPERATION APPLYING -110 GALLONS TO THE LEACHING FIELD.
PUMPS SHALL OPERATE FOLLOWING SEQUENCE:
a. PUMPS OFF
D.� LEAD=PUMP'ON'
e. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP
.SUBSTITIUTES FOR FAILED PUMP)
d. - PUMPS MUST ALTERNATE' ..
3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY'A CIRCUIT
SEPARATE: FROM" THE. PUMP* POWER.- THE ALARM SHALL CONSIST OF A RED .
WARNING UGHL-ANO AUDIBLE. SIGNAL WITH PRESS TO SILENCE SWITCH.: THE
ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY. PUMP. FAILURE.
4. PROPER FUNCTION OF PUMPS, CONTROLS AND :ALARMS SHALL BE DEMONSTRATED BY
CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY _
APPROVED BY HEALTH DEPT: DATE
SLOTTED H-20MOF HDPt HIRE Otl � WEST -N A MA, ` . _•
TO BOTTOM OF.FlELD ELEV. �i ■� f■ Il®'/JGJLLi9�
3/4" - 1.5" DOUBLE WASHED STONE LEACHING FIELD - �"
NOT TO SCALE
Ael 9B5 11 �20 ORI EQUAL25.2 BOTTOM EL 2, .2 - L V V I N V v %"J %J L V I I V 1 11
: 6'MIN. SUMP 3/4'-1-1/2" DOUBLE WASHED STONE FIELD SEE PLAN VIEW o ENGINEER TO INSPECT SOIL REMOVAL WALL & LINER
,i SEE PUMP INSTALLATION NOTES FOR OTHER INSPECTIONS
off -508�362ll
CHECK VALVE TYP. D -BOX - - - fax 508 362-9880
FLOAT. SWITCH LEACHING FIELD �jNOFMgss91HOFMgss
SETTINGS:. 4p 4 a
4" WORKING RANGE DANIELA �m ��� .DANIEL tiN I
ADJUSTED GRDUDWATER ELEV. 79.0 OJALA A. 010!rj/r7 C0'p,e en in eerie
SET AS SHOWN CIVIL " OJALA y - g ,g, In C.
Na. 46502 N
COMPACTION (TYP.) 6" GRAVEL & MECH. o - 4'` ? ¢ Cl IIIL ENGINEERS
BOTTOM FOOTING "EL_20.0 16.97/ COMPACTION (TYP.} � `P Es 0 ! �fss�a � /rQ
,6.66 SEPTIC - PROFILE S'°N EN N° I I �o LAND SURVEYORS
SEPTIC TANK PUMP CHAMBER DUAL MYERS sRM4 3fo HP PUMPS
RUN 2"SCH40 PIPE WITH COUPLINGS AS NOT TO SCALE DANIEL.A..OJALA PLS;: PE DATE 939 Main Street - YARMOUTHPORT, MASS
SHOWN FOR FUTURE- PUMP REPLACEMENT •.. -
00-185
#554 &:#55a ALLOW- STREET-
PREPARED FOR:
A- SU CE CONSTRUCTION
SCALE: AS NOTED DATE: 6-30-06
REVISED: 9119/06 '(SPR.CONNTS)
GRADING &:U11I:T TES SHEET 2 01FF3: _
OO-TBSASSURANCE-CONST\DWG\G0=185-SR7LM.T.DWG-(DAO), .