HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 10'TALI -ATI ON
EM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL
L BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS
NS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER
IDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR
NSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR
IAP 5 IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ.
PUMP CONTROLS SHALL BE LOCATED WITHIN THE OFFICE IN AN
AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND
S AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH
lTION APPLYING THE REQUIRED DOSE TO THE LEACHING FIELD.
_L BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT
ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED.
.L OPERATE FOLLOWING SEQUENCE:
OFF5' S' 5' .2.5'
lump ON f�-if----I Ib'=�. jI I-i6__'jl
ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP
MUTES FOR FAILED PUMP)
MUST ALTERNATE I �4"PERF. SCH40 PVC LINES
30'
LIMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT
'ROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED LEACHING BED SECTION SHOWING LATERAL SPACING
'HT AND LL SIGNAL ADIBLE SIGNAL WTH OW WATER CONDITION SS TO (PUMPSLNOTESWITCH. THE SCALE. 1"=10
SUBMERGED) AND A
I LEVEL CAUSED BY PUMP FAILURE.
JCTION OF PUMPS. CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY
ER TESTING, ENGINEER TO WITNESS AND CERTIFY ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
_ - BUILDINGS. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
< BUILDING ELECTRIC PERMIT REQUIRED
M A) (BLDG 9)
AGE OFFICE
A B) (BLDG 8) t 24"I.D.MANHOLE SEE DETAIL
2'-10"
MANUF. LeBARON, BROCKTON, MA
MODEL, LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4" = 1'-0"
32"
24"
EL 36.7 B TYP• EL. 36.5 B
r 35.0 A
34.5 B 10" 14"
a
34.7 A TEE TEE 34.39 A-
14- 34.2 B 1500 GAL H-20 34.45 A 33.89 8
SEPTIC TANK GAS
&
4" SCH-4D PVC AT 29 4' LIQ, LEVEL Z�EL FILTER •' 33.95 B
.'. ACME OR EQUAL A100
4' SCH-40 PVC AT 2%
6" GRAVEL & MECH. 3' AT 0.02
COMPACTION (TYP.)
SEPTIC TANK 1500 GAL -20
SEPTIC TANK
DEPTH OF FLOW = 4' 4' LIQ= LEVEL
FOUNDATION TEE SIZES: ACME OR EQUAL
INLET DEPTH = 10"
OUTLET DEPTH = 14"
TA I\IVc RI nC,q
PROPOSED SLAB
FOUNDATION
LRSLELOOR EL
BUILDING NO. 10
FOUNDATION
PROPOSED SLAB
FOUNDATION ---
FIRST FLOOR EL
VARIES SEE PLAI
BLDG 1 38.5 SYSTEM C
BLDG 2 39.5 SYSTEM D
4" SCH-40'PVC AT 2WIN.
TE: SEE ABOVE
T-&--P-Ik=SfOR-
ILDING NO. 8
OPOSED INVERTS
F1 11 Rt "
EL. 14.18 BLDG B
1 PVC AT 2%M)N.
32' BLDG B
THi
-U
OIL EVALUATOR: DAN OJALA P.L.S., SE
OIL EVALUATOR: DAN OJALA P.L.S., SE
SOIL EVALUATOR: DAN OJALA P.L.S.
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
WELCH (BOH)
oo
EXCV. STEVE VAUGHN(BORTOLOTTI)
EXCV. STEVE VAUGHN(BORTOLOTTI)
WITNESS: KELDA
EXCV. SCOTT (BORTOLQTTI)
EXCV. SCOTT (BORTOLOTTI)
DATE: 7-2-99 2 PM
0-2' 0 ORGANIC 10YR2/1
DATE: 7-2-99 2 PM
0-2- 0 ORGANIC 10YR2/1
DATE: MAY 22 1999
DATE: MAY 22 1999
0-3" 0 ORGANIC t0YR3/2
440 GAL RESERVE
2-4" A LOAMY SAND 10YR3/2
0-2" 0 ORGANIC 10YR3/2
2-5" A LOAMY SAND 10YR�4
?
P70' A TO SECOND
TYP. 270' B PUMP CHAMBER
FRAME AND
GRATE
5-3B" B LOAMY SAND 10YR6 6
3' HI ALARM ON
60"-84' C2 LOAMY SAND 2. 8/4 REMOVE C2 FOR DRAINAGE,
- CHECK ALVE MAINTAIN FROST
38-66" C1 M/C SAND 2.5Y6/6
30-48" C1 M/C SAND 2.5Y6/6 10% GRAVEL
pump ON
4
78"-138" C3 M/C SAND 2.5Y7/6
NO WEEP HOLE PROTECTION (4')
48-68" C2 MEED SAND 2.6Y7/3
PUMP OFF
78-144"C3 M/C SAND t0YR5/6
68-168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10'
SCALE: 3/4"
NO GROUNDWATER FOUND
2 LOW ALARM
GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE
FLOAT SWITCH 4" WORKING RANGE
MINIMUM WEIGHT:
388 LBS.
1'
EL. 37.7 0"
SETTINGS: SET AS SHOWN
EL 37.1 0"
EL. 37.7 0 0"
0 2"
6' GRAVEL &•MECH.
\
3
A
4'
COMPACTION (7YP.)
A 5"
A
8"
8
B
DUAL MYERS SRM4 Yo HP PUMPS
B ZONE E
EL 34.7 36"
PUMP CHAMBER
MOUNT ON MYERS CHAIN PULL STAINLESS
EL. 35.2 30' AIW247 4/99 23.9 -ZONE D-5.3
C1
C11
STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS)
AIW230 4/99 23.5 ZONE E-4.5
60"
1000 GAL H-20
C1 USE 5.3' ADJ.
EL 32.7
EL. 3212 66"
PUVP CHAMBER
EL 33J5 48'
CI
C2 84"
4' U0. LEVEL
C2 BOTTOM PERC AT 46"
84"
EL. 29.70
ACME OR EQUAL
24 GAL POURED
EL 32.08 68 6"AT 10:30 <2 MIN/IN
EL 30.70
EL 31.64 _ ADJ. WATER 24 GAL POURED IN 4:30
ALARM AND CONTROL PANEL
C2 <2 MIN/IN
THi
THI
SOIL EVALUATOR: DAN OJALA P.L.S.
OIL EVALUATOR: DAN OJALA P.L.S., SE
OIL EVALUATOR: DAN OJALA P.L.S., SE
SOIL EVALUATOR: DAN OJALA P.L.S.
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
WELCH (BOH)
WITNESS: KELDA WELCH (BOH)
EXCV. STEVE VAUGHN(BORTOLOTTI)
EXCV. STEVE VAUGHN(BORTOLOTTI)
WITNESS: KELDA
EXCV. SCOTT (BORTOLQTTI)
EXCV. SCOTT (BORTOLOTTI)
DATE: 7-2-99 2 PM
0-2' 0 ORGANIC 10YR2/1
DATE: 7-2-99 2 PM
0-2- 0 ORGANIC 10YR2/1
DATE: MAY 22 1999
DATE: MAY 22 1999
0-3" 0 ORGANIC t0YR3/2
2-4" A LOAMY SAND 10YR5/2
2-4" A LOAMY SAND 10YR3/2
0-2" 0 ORGANIC 10YR3/2
2-5" A LOAMY SAND 10YR�4
3-8' A LOAMY SAND t0YR/4
363600 C10AMY SAND M/F SAND 22: Y/'7/4 (LOWER 12" 10YR3/2)
3636V C10AMY SAND M/F SAND 22: 17/4
5-3B" B LOAMY SAND 10YR6 6
8-30" B LOAMY SAND 10YR5 8
60"-84' C2 LOAMY SAND 2. 8/4 REMOVE C2 FOR DRAINAGE,
66"-78" C2 SILT LOAM 2.5Y6/4 (UNSUITABLE, REMOVE)
38-66" C1 M/C SAND 2.5Y6/6
30-48" C1 M/C SAND 2.5Y6/6 10% GRAVEL
84"-132" C3 M/C SAND 2.5Y7/6 OK FOR SAS)
78"-138" C3 M/C SAND 2.5Y7/6
66-78" C2 SANDY LOAM 7.5YR6/6 (FIRM, UNSUITABLE)
48-68" C2 MEED SAND 2.6Y7/3
78-144"C3 M/C SAND t0YR5/6
68-168"C3 M/C SAND 2.5Y6/6 LENS OF SILT LOAM FROM 5'-10'
NO GROUNDWATER FOUND
NO GROUNDWATER FOUND
GROUNDWATER FOUND AT 10.8'
GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE
UNSUITABLE; REMOVE
EL. 37.7 0"
EL. 36.7 0"
EL 37.1 0"
EL. 37.7 0 0"
0 2"
0
A 2"
0 2'
3
A
4'
4'
A 5"
A
8"
8
B
B ZONE E
B ZONE E
EL 34.7 36"
EL. 33.7 38'
AIW247 4/99 23.9 -ZONE D-5.3
EL. 35.2 30' AIW247 4/99 23.9 -ZONE D-5.3
C1
C11
£L 33.9 38" AIW230 4/99 23.5 ZONE E-4.5
AIW230 4/99 23.5 ZONE E-4.5
60"
USE 5.3' ADJ.
C1 USE 5.3' ADJ.
EL 32.7
EL. 3212 66"
EL 33J5 48'
CI
C2 84"
C1
C2 BOTTOM PERC AT 46"
84"
EL. 29.70
BOTTOM PERC AT 81'
24 GAL POURED
EL 32.08 68 6"AT 10:30 <2 MIN/IN
EL 30.70
EL 31.64 _ ADJ. WATER 24 GAL POURED IN 4:30
EL 31.05 _ ADJ. WATER
C2 <2 MIN/IN
C3
C3
EL 30.64 78"
5.3�
5.3'C3
C3
EL 26.34 _ OBSV. WATER AT 10.8'
EL. 25.75 _ OBSV. WATER AT 12.0'
EL 28.7 132".
EL. 25.2 138'
EL 25.14 144"
EL. 23.75 168"
THS
TH7
SOIL EVALUATOR: DAN OJALA P.LS., SE
TH8
SOIL EVALUATOR: DAN OJALA P.L.S., SE
SOIL EVALUATOR: DAN OJALA P.L.S.. SE
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
SOWN CAPE E NGINEERING
NGINEE(BORTOLOTTI)
TH6 (AUGER HOLE)
P.L.S.
EXCV. STEVE VAUGHN(BORTOLOTT)
EXCV. STEVE VAUGHN(BORTOLOTTI)
EXCV. STEVE
SOIL EVALUATOR: BAN OJALA
DATE: 7-2-99 2 PM
DATE: 7-2-99 2 PM
ATE: 7-2-99 2 PM
DATE:
SOWN CAPE ENGINEERING
CAPE E
0-3" 0/A LOAMY SAND 10YR3/2
0-2" O/A LOAMY SAND 10YR4/2
0 ORGANIC 10YR2/1
DATE: 9 2 PM
3-5" E LOAMY SAND 10YR7/2
2-4" E LOAMY SAND 1OYR6/1
2-4" A LOAMY SAND 10YR5/2
5-34" B LOAMY SAND 10Y7/8
4-36" 8 LOAMY SAND IOYRS/6 VARIGATED COLORS AT 84'
4-36" B LOAMY SAND 2.5Y7/6
(TRACE SILT)
0-1" 0 ORGANIC 10YR2/1
34-132" C1 MED SAND 2. Y7/4
36-132" C1 M/C SAND 2.5Y7/6
36-66" C1 M/F SAND 2.5Y6/4
66"-72" C2 SILT LOAM 2.5Y7/4 (UNSUITABLE, REMOVE)
1-3" A LOAMY SAND t0YR3 2
3-36" B LOAMY SAND 10YR6/8 toy GRAVEL
GROUNDWATER AT 10.5'
GROUNDWATER AT 10.6'
72"-138" C3 M/C SAND 2.SY6/4
36-126" CI M/C SAND 2.5Y7/6 10% GRAVEL
NO GROUNDWATER FOUND
O"
EL. 36.9 0
i"
EL. 35.44 0"
EL. 36.20 0"
0/A
EL 38.0 0 0"
A
0/A 3"
2"
2"
3"
EE
4"
A 4"
ZONE E5"
B ' AIW247 4/99 23'9 -ZONE 0-5.3
B ZONE E
B ZONE E
B
EL 33.9 36 AIW230 4/99 23.5 ZONE E-4.5
AIW247 6/99 24.3 -ZONE D-6.0
EL 33.20 36" AIW247 6/99 24.3 -ZONE D-6.0
EL. 35.0 36"
USE 5.3' ADJ.
EL 32.60 34" AIW230 6/99 23.9 ZONE E-5.1
A1W230 6/99 23.9 ZONE E-5.1
USE 6.0' ADJ.
USE 8.0' ADJ.
C1
O1
EL 32.5 66"
C1
C1
C2 72"
EL. 31.8 _ ADJ. WATER
BOTTOM PERC AT 78"
EL 32.0
8:
24 GAL IN 8:30
EL. 30.94 _ ADJ. WATER <2 MIN/IN
EL. 31.60 _ ADJ. WATER
5.3'
6.0'
C36.0'
EL. 25.5 _ OBSV. WATER AT im0?INECT ENDS WITH 4"SCH
SOLID
EL. 26.4 126" PIPE AND VENT AS SHOWN.
� 24=94 _ 126" -
EL. 25.60 _ 127"
23.55 132"
EL. 25.20 132"
(, TO BE INSTALLED INSIDE 24 H-20 CAST IRON COVER EL 26.5 138"
BUILDING. ALARM TO E ON
SEPARATE CIRCUIT FROM PUMP INLET TEE
ELECTRIC PERMIT REQUIRED
- - 2000 CAL H-20 TEE
TEE 4' LIQ. LEVEL W BAFFU
star nP cnuA"-__iABEL�IL7
6" GRAVEL & MECH.
S-EPTI_� t«TANK-
DEPTH OF FLOW - 4'
INLET. DEPTH - 10"
Al ITI IT nF u =
TYP.
35.15 fpµ`
" cc�l-40 Pu
6' AT 0.02
29" TEE / 29'
W/ C.
4500 GAL 2400
1000 GAL R_SERVE
--A-ALARM-ON--
,
-A-ALARupNr PUMP ON
-PUMP OFF
LOW ALARM
1' UP
BLOCK UP D -80X, 24 I.D. RISER WWI 140
EL 39.5E 38.76 MIN. OR EQUAL
;>fPES
FOR I1RST TWO FEET i
TO D -BOX °
WEEP HOLE TYP. �r 4"4SCH40 PVC
0
o0
o D O o 0 o C o °ooc°o0° 0°0°00°000 0000000°0°°°0°0°°'
CHECK VALVE TYP.6 S-1 °
�oyo-0�0�0�0 0 o�oa-ovoe 000po°o°000°o°00000°o°°Oo°000°aoo
0 0 0 0 0 0 0 0 14'VAX. ('VARIES)
4"OSCH-40 PVC LINES AT 0.5X., TITLE 5 ORIFICES.
B URA
ACME DB9 H-20 OR EQUAL INV.'S 37.51 37.01
SF lEA9HING Firl!) S'S
=IRKING RANGF
SET AS SHOWN �" TO 1-4" DOUBLE WASHED STONE 6" BELOW INVERT
)UAL MYERS SRM4 & HP PUMPS
MOUNT ON MYERS CHAIN PULL STAINLESS
STEEL RAIL MOUNT SYSTEM (NO SUBSTITU
PUMP CHAMBER
4' Ito 1 NSI
ACME OR EQUAL
ENLLEE NEL
TO ISTTADINSID
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ELECTRIC PERMIT REQUIRED
34.A/,OL33"
2000 GAL RESERVE
IN TEEALARM ON
'ORAGEMP OFF
24"H-20 CAST IRON COVER
INLET TEE
BLOCK UP D -BOX, 241.D. RISER
MPONEHT�-(T
39.0 MIN.
B t I
FOR FIRST TWO FEET
4"OSCH40 PV '0°0°o�o
36.0 000000000000000 _3Z-8 S=1S C +:°a°.°o
0 0 00o0oO-Qoao °
pQ DOoo0
0�o�0000 °00000o`!o°a°o°a^a
BOX
t
14- ACME D89 H-20 OF EQUAL INV. 37.75 37.25
ECK VALVE TYP. 14'MAX. (VARIES)
4"OSCH40 PVr _
7000 GAL ST MECHANICAL CAL COMPACTION & 6' STONE (TYP.) 310 CMR 15.228(1)
10'X17' ACME LOW PROFILE OR EQUAL 3000 GAL PUMP CHAMBER
7'X17' ACME LOW PROFILE OR EQUAL
DEPTH OF FLOW . 6--7-
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH =. 29"
FABRIC OVER DRILL (2) 1-0
OVERLAP 12" HOLES
" PEASTONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS
CORRUGATED HDPE PIPE (TYP.) '
ADS N-12 OR EQUAL
75"-1.5" DOUBLE
D WASHED STONE
2' t
EL 32.8 TTP. �4 p' ALL UNSUITABLE MATERIALS TO BE REMOVED
I ,1• FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH
AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT.
UNSUITABLE SUBSOIL AVERAGED 3' DEPTH.
TRENCH CROSS SECTION
NTS BOTTOM LEVEL AT EL. 32
ADJ. G.W. EL. 30.9'
ON SOUTH END OF SITE
J. BLOC
TOP OF
SCALE: N.T.S.
_
- 12.0' (TYP-)
0 0 0 ei o;.
3' C.B. TRAP
0..
172"0 ELBOW IPE
SLOTTED H-20
PROPOSED
1000 GALLON PRECAST
12"� HDPE
H-20 CATCH BASIN
LEVEL BETWEEN BASINS
OX6'-S" SHOREY SOLID
BASIN H-20 OR EQUAL
SECTIONAL PLATE
;OSS SECTION
11V. I .. v..`..
FIELD SAS
n 140 N
-WOVEi4-M
EQUAL OVER
PIPE AND VENT IN ISLAND AS
2" noNAIF WASH PFAcrnuc nyca 4"SCHAO PIPF�'
4"6SCH-40 PVC LINES AT 0.5X• TITLE 5 ORIFICES. 3/
f TO 1-4" DOUBLE WASHED STONE 6" BELOW INVERT
LEACHING FIELD SAS
I
M 310 CUR 15255'CONSMUC110N IN FILL'
REMOVE TO 114E B7ROY OF INE 8 LAYER AND
ANY uRWARE SOIL AS SHOWN
INSECT
SCREEN
12' X 3"I-- -1' TOPCOAT MASS DPW
CCBERM / TYPE 11
1Z FKUctSSLU liKAVtL
MDPW M1.03.1 NB. ROLLER COMPACTED
REMOVE TOP &SUBSOIL COMPACT SUBBASE
T CROSS SECTION
NOT TO SCALE
qi
DETAIL SHEET ACCOMPANYING
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE AS NOTED DATE: 7-19-99
REVISED: 2-13-01
PREPARED FOR:
BORNSTEIN COMPANIES
297 NORTH STREET off 508-352-4541
HYANNIS, MA fax 608 382-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. garmouthport, ma 02675
SHEET 2 OF 2