83-1581 - Sewage Disposal & Drainage PlanNE A100-IWO-VC W/ 6' LAYER OF AIOD-12x20-VC
1'* CRUSHED STONE Y± 9Y±
7,000 GAL ANOXIC/FLOW EQUALIZATION TANKS
(NO SCALE) (H-20)
3,500 GALLON SEPTIC TANKS
(NO SCALE) (H-20)
URE
RIM
INV. IN
INV. OUT
1
10.75
8.25
�2
10.75
7.95
7.85
NO.
OA1E
REMSION -
BY
#3
10.70
7.70
7.60
NO.
C13376SS.dwg
COASTAL. ENGINEERING
COMPANY,. INC.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
260 CRANBERRY HIGHWAY
ORLEANS, MASS. 02653
(508) 255-"6511
SS- 2
20F 29
A
AT GRADE
7.�5 (BOTH)
7.25
WIDTH AND SLOPE VARIES
(SEE SITE PLANS)
BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1
2' BITUMINOUS BINDER COURSE
CLASS 1. TYPE I-1 ,
,
SEWER MANHOLE
NO SCALE
BRICK LINED SWEEP do INFILL
FLOW � SWEEP FOR FUTURE
�'CONNECTKIN STUB W/CAP
o
PLAN
I �
SEWER MANHOLE
NO SCALE
SCHEMATIC FLOW PROFILE
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
6" DIA SCH
40 PVC PIPE
3'-0'
PUMP SPECIFICATIONS
1. PUMPS TO BE HOMA AM434/1-160/5A SUBMERSIBLE SEWAGE PUMPS, 3.7 HP SINGLE PHASE, 230 VOLTS PUMP RATE = 500 GPM
0 12 9° TDH PROPOSED DOSE = 1000± GALLONS. (INCLUDES ALLOWANCE FOR PIPE VOLUMES)
2• CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING PUMP SYSTEM.
3. FORCE MAINS TO BE 6' DIA. SCHEDULE 40 PVC PRESSURE PIPE WITH A MIN. OF 3' OF COVER. 1.5 GF POURED CONCRETE
THRUST BLOCKS ARE TO BE PROVIDED AT FORCE MAIN ANGLE POINTS. FORCE MAINS SHALL DRAIN TO PUMP CHAMBER.
4. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. n
6'
f �
BV f LES
(NO SCAM (H-20)
4' DIA SCH 40
PVC VENT PIPE
6' DIA SCH
-40 PVC PIPE
S-0'
Iv 6" SCH 40 PVC -
VENT MANIFOLD k
N
0
PUMP CHAMBER
(H-20)
CAP FOR FUTURE 6' DIA FORCE MAINS
CONNECTION -�
VALVE VAULT
(H-20)
-TWO (2) HAWDAY HEAVY
DUTY ACCESS DOORS
MODEL NO. HIC3636
TWO (2) HOMA
AM434-160/4.3N
SUBMERSIBLE
5-3" SEWAGE PUMPS
�r
PUMP CHAMBER PLAN
(NO SCALE) (H-20)
6" SCH 40 PVC FORCE
MAIN AND MANIFOLD
12' DIA DRAINAGE SUMP
FILLED WITH 3/4' DIA
WASHED STONE
FLOW TO
FUTURE CAP FOR
VSYSE FUTURE
LEACHING VELD CONNECTION
FLOW TO
FUTURE
SYSTEMB
LEACHING VELD
HNIIDAY HEAVY DUTY ACCESS
DOOR MODEL NO. H1C3636
EACH 2" SCH 40 PVC LATERAL SHALL
HAVE TEN (10) - 3/8" DIA HOLES &
A CLEANOUT AT FAR END. HOLES ARE
TO BE SPACED AS SHOWN.
LEACHING FIELD SECTION
(NOT TO SCALE)
PRECAST REINFORCED
CONCRETE VALVE VAULT
w/DRAIN (H -2o)
B' BUTTERFLY - - -
VALVE (TIP.) I FLOW TO
���t� 7 61
T;.
vAllih
F
ii ® 0 1161 11e
t M 1 1
(TOP VIEW)
NOTES: PIPES SHALL BE SECURELY
SUPPORTED IN VAULT
BUTTERFLY VALVE SHALT. BE SUITABLE FOR THROTRRIG
,'. (M1.03.1) 5. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT _ p
„ }' s: .. STAINLESS STEEL RAIL PUMP UFT OUT SYSTEM WITH CHECK VALVE SHALL BE INSTALLED FOR EACH PUMP. b ( VALVE VAULT DETAILS
(NO SCALE) (H-20)
^, vl,• y � � f. .�,/.,. �� > v � .. , � s; .. , .. 6. A COMPATABLE
COMPACTED SUBGRADE 7. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS, SHALL BE STAINLESS STEEL
8. AN ELECTRICAL PERMIT WILL BE REWIRED FOR PUMP INSTALLATION. b > >
BITUMINOUS' CONCRETE PAVEMENT >
9. PUMP INSTALLER TO INSURE ENOUGH ROOM IS PROVIDED AT THE NORTH END OF PUMP CHAMBER FOR FUTURE INSTALLATION U <
(NOT TO SCALE) OF TWO (2) HOMA 434-160/4.3N PUMPS. A
0
A
24' SWARE CAST IRON FRAME & GRATE
CONCRETE24'
OPENINGS 0 2-1/4' SOU4RE FINISHED PAVEMENT J > o
15 - 95% COMPACTED FILL CIL
_
a
5 I I"
YQ
....CRUSHED:.•:.• 0 UNITS TO BE COVERED a
s
" ...._.
:'..STONE:.= ::. W/CULTEC #410 FABRIC b c"
AFI.. TOP SLAB INTERFACE PRIOR TO BACKFILL
T-- 25 r
U >
�•e eA• b
o
DISCHARGE. , ........ M.., ..:. 6" STONE BASE >
ELBOW 52 12 NOTE: CULTEC -MODEL RECHARGER U
40OHD UNITS SHALL BE INSTAMLLED z' -O". o INSPECTION NOTE
(TYP.) (TYP.) IN STRICT COMPLIANCE WITH
^ b THE STATE ENVIRONMENTAL CODE, TITLE 5, REWIRES INSPEC110N(S)
END VE WRITTEN SPECIFICATIONS. -
OF THE SEWAGE DISPOSAL SYSTEM 8Y THE .DESIGN ENGINEER.
CHAMBERS ARE TO BE LAID LEVEL 5•_t�- I I TALATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
BUTYL JOINT SEALANT TOTAL WIDTHPRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
OF WALL AND PIPE OPENINGS (TIP) 10'-0" REWIRED INSPECTIONS.
12- O.C.(TYP) THREE (3) 40.3'L X 5.33W ARROWS STAMPED ON UNITS
DRAINAGE RECHARGE TRENCHES MUST POINT TOWARD D -80X.77
V"
25._9..
15" - 95% COMPACTED FILL
SEE NOTE 2
6' DIA HDPE PIPE j s^
r 't - o e e e e • a o e e o • e e • e -• e e e o e e e e e _ _ _
ALL
49'-1"
n,MUST CONFORMTO THE LATEST ASTM A165 AND/OR A615 GRADE 60. . .
EEL REINFORCEMENTREQUIREN. 7.25 ........................
53,_9.,
R FOR BASE'SECTION BOTTOM SHALL BE A MIN. OF 0.12 SO. IN/UNEAL FT. (BOTH WAYS)
CONFORM TO THE LATEST ASTM C478 SPEC. FOR 'PRECAST REINFORCED CONCRETE ALL SIDE VIEW 56'-5"
ORM TO `SECTION 144.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS. 40.3' 63'_2"
5.20
9RIDGES.
L INDUSTRIES TYPE, STEEL REINFORCED COPbLYMER POLYPROPYLENE PLASTIC. DEPTH TO
IIC BASE SECTION. GROUNDWATER
USTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
AMMgM CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.
ALL CONFORM WITH SECTION'M4.05.2 CLAY BRICK OF MASSACHUSETIS D.P.W. STANDARD ESTIMATED MAX. HIGH
r AND BRIDGES, : GROUNDWATER EL= 3.4
74•_11
77' -11 -
BO' -4"
LAYOUT OF LATERALS IN LEACHING FIELD
RECHARGE PROFILE FIELD PLAN
JCRETE CATCH BASIN, & .DRAIN .MANHOLE DRAINAGE LEA CHI NG
(NOT TO SCALE) (NO SCALE) SCALE: 1"= 10'
NO.
OA1E
REMSION -
BY
M4EET nTLE
SEWAGE DISPOSAL SYSTEM & DRAINAGE DETAILS
(FOR 14 UNIT PORTION OF EXISTING MOTEL)
PROJECT -
OCEAN CLUB HOMEOWNERS ASSOCIATION
329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA
PROJECT No. C13376.00
SCAs NOTED
W 1/16/02
N 81' SMR'.
NO.
C13376SS.dwg
COASTAL. ENGINEERING
COMPANY,. INC.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
260 CRANBERRY HIGHWAY
ORLEANS, MASS. 02653
(508) 255-"6511
SS- 2
20F 29