HomeMy WebLinkAboutEngineer PlanSEE TRENCH DETAIL
USE 4' STONE OVER PIPE
36" MAX — 12' MIN. COVER
4' MIN. LOAM & SEED
DRILL PERFORATIONS _91111fiflaoU
ELBOW• •
mg
%,OWA w, k- 6y, IN ON
NOW Fm
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11mmmolm 0-MIR: AM I lb" [ea I a 4*bl
NO SCALE
6" THICK
18"
DIA. HEAVY DUTY MANHOLE COVER
CONCRETE
PAD
BROUGHT
TO FINISH GRADE
WEARING COURSE
BINDER COURSE
1 /8" TO 1 /2"
•.
_ ..
PAVEMENT BASE
WASHED STONE
= .-~
— : - •
. -
18"
3/4" TO 1-1 /2"
°
DOUBLE WASHED
— v
STONE (NO FINES)
-
-
SCH. 40 PVC PIPE FROM SAND
TO ABOVE PEASTONE (NO STONE IN PIPE)
TO BE USED AS A VISUAL INSPECTION PORT
SAW CUT PIPE 3" OC W/2" LONG SLOTS ON
ONE SIDE ONLY
INSPECTION
PORT DETAIL
UNDISTURBED
EARTH
PLAN - TEE AND PLUG
n
L OR Y
PLAN - HORIZ. AND VERT. BEND
. o .
tBED EARTH
TYPICAL SECTION
TEES. BENDS AND PLUGS
SIZE OF
BRANCH
J
K
L
I M
N
0
3" THRU 8"
10'
10"
1 V-0'
2'-0"
90 & 45 BENDS
D
4"T08"
0"TO18
24'
X
1'-8"
3'-4"
3'-6
Y
V-2"
V-8"
2'-4
TEES AND PLUGS BENDS
NOTES:
1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES
UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO
BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR
HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH
PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED
OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT.
2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM
OR OTHER WATER DEPARTMENT APPROVED COATINGS.
3. CONCRETE THRUST BLOCKS POURED BEHIND 3-WAY TEE & HYDRANT SHOE
TO BE USED WITH SOCKET CLAMPS.
4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR
HYDRANT DRAINS.
THRUST BLOCK DETAILS
FINISHED GRADE
6" LOAM & SEEDED IN GRASS
SEWER & FORCE MAIN AREAS. IN ROADWAY/WALKWAYS
AREAS DEPTH AND MATERIALS
TRENCH SECTION AS REQUIRED TO MATCH EXISTING
NOT TO SCALE PAVEMENT/ AND SUBGRADE.
ELECTRIC, AND PUMP
CONTROL WIRE
CONDUIT (P.V.C.)
(WHEN REQUIRED)
v-EXISTING GROUND
PAVEME
8" GRA
3-MAX.
SCREENED GRAVEL
PLACED TO 12" OVER
PIPE + N
i
i
s rp
N
EARTH N
0
MUSHROOM VENT
WITH INSECT SCREENS
AND CHARCOAL FILTER
" PVC VENT STACK
SUPPORT AS REQUIRED)
2" LAYER 1 `8"-3/8"
WASHED STONE 6" TOPSOIL
2" PVC LATERAL 2 CU.FT. CEMENT CONCRETE
4" PVC 90' ELBOW
4 ' MIN COVER
ON FORCE MAIN
- SEWER OR FORCE
MAIN PIPE (P.V.C.)
\-4" PVC HEADER
0%0 00 CAP END OF LATERAL (TYP.) / OR CLEANOUT
0
00 3/4"-1 1 /2" WASHED CRUSHED STONE
4" PERF. PVC VENT (INVERT
VENT PIPE TO MATCH INVERT
LATERAL)
TYPICAL VENT SYSTEM OVER LEACHING FIELDS
CAP
6'-0" (T1PA
LEACHING FIELD
F31x3'xr TEE 3'x3"x2TEE 3'x3'x2' TEE 3'x3"x2" TE
3' PVC 3' PVC 3' 3' 3" PVC
. . SET LEVEL SET LEVEL
LEACHING FIELD . . .
3' PVC DOSING CHAMBER
INFLOW
2'x2"x2' TEE—\
NOTE: ALL PFWG TO BE SOLVENT
WELDED SCHEDULE 40 PVC
LATERAL
3"x3'x2e* TEE
MANIFOLD CROSS-SECTION
3" MANIFOLD
PRESSURE DOSE HEADER MANIFOLD
NO SCALE
36" MAX .COVER
FINISHED GRADE
NOTE:
PERFORATIONS TO BE DRILLED SMOOTH AND PIPES
TO BE BRUSHED TO PREVENT CLOGGING.
AND SET AT 5 & 7 O'CLOCK IN AN
ALTERNATING PATTERN.
CAP/ C.O. SEE DETAIL
DISTAL PERFORATION IN CAP ON SHEET 3
NEAR CROWN OF PIPE q p
I I
• e • O • • • + a q0 % q0�c 0% O • I1 • O + O Sq• ' O • O q• A O • • o +ti :'► ate° 4°►t bb 8"" EFFECTIVE
e • • • • • • e •+ •+ • e • •+ s •+ • • •+pjap� • • DEPTH
LEVEL BOTTOM
72' (36' EITHER SIDE OF MANIFOLD)
PVC MANIFOLD - SEE DETAIL PROFILE
36" MAX. - 12" MIN. COVER
2" SCHL 80 PVC (SEE MANIFOLD/AJIL FOR PERFORATIONS
4" MIN. LOAM & SEED
2% MNSH GRADE /OR PAVE TO MATCH EXISITNG PAVEMENT
34 MAXI"
13' MIN • • : - J�1 t
2" MIN. OF 1 /8" TO 1 /2"
6• ORIFICE DOUBLE WASHED STONE
• . + '� +4 . • �� SHIELD
T� TO DOUBLE
WASHED
ED STONETONE ( (NO FINES)
CROSS-SECTION
LEACHING TRENCH DETAIL:
NOT TO SCALE
22,000 GALLON SEPTIC TANK (TUNNEL TANK):
BUOYANCE FORCE _ (3.04') X 62.4 Ib/cf X 44.33 x 11.0' = 108,123 LBS
WEIGHT OF TANK = 158,600 LBS
WEIGHT OF SOIL = (1' X 44.33 x 11.0 ') X 85 Ib/cf = 41,448 LBS
158,600 LBS + 41,448 LBS = 200,048 LBS > 108,123 LBS
NOTES: 1. SEPTIC TANK SHALL BE STEEL
REINFORCED CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-20 LOADING
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
12"x24"
CONCRETE
FOOTING W/ 4- {
4 - 24" DIA C.I. HEAVY DUTY
MANHOLE COVERS
BROUGHT TO FINISH GRADE
TEE TO BE UNDERF 12" MIN.
M.H. OPENING -1 COVER
lolv~
,ov
RAISE M.H W� \
SEWER BRICK
& MORTAR
NORMAL WATER LEVEL
INV. IN 12.43
3"
I
e
INLET TEE
7'-8"
e
ADJ. GW. 7.8
z
W-s• MIN
LIQUID LEVEL
#
_
N
I
BOTTOM TANK
-
ee.
a A: ; 6.:-�_: e�-• -_
: •. -e•.eo..
EL 4.76
5. INLET AND OUTLET TEES TO BE CAST IRON,
SCHED. 40 PVC OR CAST -IN -PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
6. TANK TO BE MADE WATERTIGHT AT SITE.
7. TWO 12 D "x24 W FOOTINGS AREA TO BE SET UNDER TANK.
8. ANY WATER IN BOTTOM OF HOLE TO BE PUMPED
DURING INSTALLATION OF TANKS.
PLAN VIEW
24" DI . 24" DIA.
u�awo �c 30'
I'-0"
8' TOP
12
30"
8'-op"
9 s...,.,... . I '- 4"
j 011TitOL OUTLET
NJ) LI I i,000-dwL-O.8 I I OUTLET IM � =
(GAS CONTROL)
e-
=: a e: - eel:: '.e 8.: ;tee c',:: a :.: : - ..� .: `: -;tee: 6"30T.
6" MIN. 3/4" TO �-ALL. .! /ilh�'.1�� /itC�1/�C./.Il�1lA�ilC��R`i'�N'/r1lC����C�►.�lC��/�C�/'�C�
1 1/2" STONE BOTTOM ON LEVEL STABLE BASE
CROSS-SECTION VIEW
22,000 GALLONS PRECAST SEPTIC TANK
N.T.S.
REVISIONS
NO. DATE DESCRIPTION
1. 2/2/04 BOH. EDITS
2. 12/9/04 G. WATER ADJ.
p
S
CIVL
No.32112 A,
AL
�t- t•- v y
FSC GROUP
557 Main "4t7eett, (RT. 28) Unit 6
W. Yarmouth h Massachusetts
®2573
508 778 99 � 9
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM REPAIR
"CAPE COD
SUPER BUFFET"
228 ROUTE 28
WEST YARMOUTH
M ASSACH U SETTS
PREPARED FOR:
Mr. ZHANG ZI QIAN
CAPE COD SUPER BUFFER, INC.
228 ROUTE 28
WEST YARMOUTH
MA 02673
(508) 775-8110
DATE: JANUARY 27, 2004
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 8608SEP1.DWG
DWG NO. 5490-02
SHEET 2 OF 3
JOB NO. 4-8608.00
BITUMINOUS CONCRETE
- 1 " TOP COURSE
BITUMINOUS CONCRETE -
2" BINDER COURSE
12" COMPACTED GRAVEL
BORROW BASE
TOP JOINT TO BE SEALED
WITH AN EMULSION AND
SAND MIX
EXIST. BITUMINOUS
EXIST. GRAVEL
BASE
CUT EXISTING BITUMINOUS
PAVEMENT IN A NEAT LINE
USING JACKHAMMER OR SAW
COMPACTED SUBGRADE CUT METHOD. CUT TO PASS
THROUGH ENTIRE DEPTH OF
EXISTING PAVEMENT
• APPLY TACK COAT OF RS-1
EMULSION TO VERTICAL FACE
OF EXISTING PAVEMENT PRIOR
TO THE PLACEMENT OF THE
NEW BITUMINOUS
BITUMINOUS CONCRETE PAVEMENT SECTION
TOP COURSE -
BINDER COURSE
EXIST.
GRADE
I1
BIT CONIC.
BERM
COMPACTED SUBGRADE
CAPE COD BERM
6" WALLS (TYP.) I
6" SEWER 21
FROM SEPTIC TANK
LOCATE TEE UlIBER MANHOLE
0 0
PRECAST PUMP CHAMBER
b 'o,
DUPLEX AL70MIM GOULDS
SUBMERSWE PUMPS
MODEL NO. 1GD11CIDA (2 H.P.)
DUPLEX DOSING CHAMBER PIPING DETAIL
DOSING CALCULATIONS:
3" 90' BENDS
DESIGN FLOW TO CHAMBER - 7000 GPD
REQUIRED EMERGENCY STORAGE = 7000 GALLONS
EMERGENCY STORAGE PROVIDED = 7000 GALLONS
NUMBER OF DOSING CYCLES = 4 TIMES PER DAY
1eH HANDLH'.S TIMES TWO SETS = 8 DOSES PER DAY
STMMM SMIL VOLUME PER DOSE = 875 GALLONS 3" 90' BENDS
DUPUN SURE "a srsim
DEPTH PER DOSE - 9 INCHES
9' x 16' x 0.8 ' x 7.48 gal/cf = 861 GAL/DOSE
JUNCTIO�f / DESIGN TDH = 15.5 FEET
BOX DESIGN GPM = 105 GPM
3" GAl
E ,.. 10" 2" PVC CONDUIT 2" TO 3"
TO CONTROLS
BASED ON PRESSURE DISTRIBUTION CUDANCE DOCUMENT
' FROM THE MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION
• 3" PVC 3/16" PERFORATIONS FOR 2" PVC PIPE
DISCHAGE PIPE PERFORATION FLOW - 0.65 GPM
7 PERF'S PER PIPE x 0.65 GPM = 6.4 GPM PER LATERAL
' 22 LATERALS PER MANIFOLD x 4.59 GPM = 105 GPM
•' 11*-5" ELEVATION DIFFERENCE FROM CHAMBER TO MANIFOLD = 9.5
NETWORK FRICTION LOSSES = 3.'
TDH -9.5'+6 -15.5'
3 MERCURY USE GOULDS MODEL WS07BF 0.7HP 230 V 12.3 AMP 1 PHASE DIA PUMPS 110 GPM O 16 FT TDH
FLOAT LEVEL
CONTROLS
NO SCALE
10' WADE x 17' LONG x 12'-11" DEEP
3r •HEAVY DUTY CAST PON ALUMI M 4r x 5e AOCESS DOOR
FRAME & COVER H-20 L0AONG\0O SZ DOORS
BROUGHT TO FWW GRADE BROUGHT TO FINISH GAM
FINISH GRADE
a
INLET
•_ TEE
10
T
ADJ. GW. 7.8
12" MIN.\36" MAX. COVER
:. - .
15"
WEEP
HOLE
EMERGENCY STORAGE 6'-6"
SEWER CLEAN OU T:
NOT TO SCALE
PAVEMENT
MT. CONC
a" MIN
GRAVEL
THREADED WATER
TIGHT CAP
LsBARON CAST WM LAO910
7H-20 RATED VALVE BOX.
TO GRADE AT ONE END.
POURED
CONCRETE COLLAR
(3,000 PSI) ALL
AROUND
2" SCH40 PVC
CONTINUOUS RADIUS ELBOW
HA
W
i
GRASS
BUOYANCE FORCE _ (6.8') X 62.4 Ib/cf X 17' X 10' = 72,134LBS
WEIGHT OF TANK = 83,000 LBS
WEIGHT OF SOIL = (1' X 17' X 10') X 85 Ib/cf = 14,450 LBS
83,000 LBS + 14,450 LBS = 89,950 LBS > 72,134 LBS
INSPEC11ON SCHEDULE
1.
ENGINEER
SHALL
INSPECT
WHEN THE REQUIRED EXCAVATION IS COMPLETE.
2.
ENGINEER
SHALL
INSPECT
22,000 GALLON TANK FOOTING
3.
ENGINEER
SHALL
INSPECT
WHEN CLEAN FILL WITH A PERCOLATION RATE
OF LESS
THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED.
4.
ENGINEER
SHALL
INSPECT
WHEN THE COMPONENTS OF THE SEPTIC SYSTEM
AND THE
PUMP
MECHANISMS HAVE BEEN INSTALLED.
GREASE TRAP DETAIL:
NOT TO SCALE 4,000 GALLON
7'-0"
4*0
INLET
17'-0" ---I
-
6'-0" D
-
`
\3
- 24" DIAMETERICOVERS
PLAN VIEW
2" MIN. 13 - 24" MANHOLE COVERS WITH FRAME94w,
BOTTOM TANK EL 7.9Avj1 t = '•
ADJ. GW. 7.8 6" CRUSHED STONE
ON COMPACTED, LEVEL
AND TRUE TO GRADE
STABLE BASE -�
• PUMP ON 4" '.
9w
PUMP OFF
10"
BOTTOM TANK EL 1.0
F 8" BOTTOM
BOTTOM ELEV. - 1.67
DUPLEX PUMP CHAMBER
NO SCALE
(11,000 GALLON SEPTIC TANK)
USE OUTLET HOLE AS INLET
PUMP CHAMBER NOTES:
1. PUMP CHAMBERS TO WITHSTAND H-20 LOADING.
2. RECOMMENDED MANUFACTURER - SHOREY OR APPROVED EQUAL
3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT.
4. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR.
FULL OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL.
5. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH
LOCAL BUILDING AND WIRE CODES. CONNECTIONS SET IN ADJACENT D-BOX
6. ALARM & CONTROL PANEL TO BE LOCATED AS DIRECTED BY THE OWNER.
7. ALARMS AND CONTROLS ARE TO BE ON SEPARATE CIRCUITS.
3" 90' BENDS
3" GAT
DUPLEX nt_i v_n,vn i "qv vvvwa
SUBMERSIBLE SEWAGE PUMPS
PLAN
co
OUTLET
6'-9" 7'-9"
0
CROSS-SECTION
NOTES:
1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING.
3.) ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4.) INLET AND OUTLET TEES TO BE CAST IRON OR
SCHED. 40 PVC AND TEES TO BE ACCESSIBLE
UNDER MANHOLE COVER.
5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE
WITH HEAVY DUTY 24" DIAMETER CAST IRON FRAME
AND COVERS
6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS
OF 310 CMR 15.230 AND MAINTAINED IN
ACCORDANCE WITH 310 CMR 15.351.
7.) INLET AND OUTLET TEES TO BE PROPERLY
SUPPORTED WITH HANGERS AND/OR STRAPS.
DISTRIBUTION BOX DETAIL: NOT TO SCALE
AS-ELECTRICIAL CONTROL BOX: NO. OF OUTLETS 9
FINISHED GRADE
REMOVABLE
2" WALLS
NOTES:
COVER
I
y
: ,
5'1.
DIST. BOX TO WITHSTAND H-20 LOADING
T
PVC
MANUFACTURER-SHOREY
OR APPROVED EQUAL
1
T 20"
3. CONSTRUCTION SHALL BE WHERE POSSIBLE
6"
9,5" OUTLETS
: 8'
4. PROVIDE 2" DRAIN HOLE IN BOTTOM
OF D-BOX TO ALLOW ANY RAIN WATER
a . �-
11
TO DRAIN.
I- 40
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
AWJy
BOTTOM ON LEVEL
STABLE BASE
6" MIN. 3/4" TO
CROSS-SECTION
STONE BCR ESHED
T
1
30"
PRECAST DIST. Q
BOX DRAIN
T T T
LESS STEEL 1
RAIL SYSTEM
PLAN VIEW
ORIFICI
ABLE
3" CHECK VALVE
GOULDS DUPLEX
PUMPS
ELEVATION
3" PVC FORCE MAIN
ZABEL ORIFICE SHIELD
OR APPROVED EQUAL
ORIFICE SHIELD OS150CW
ORENCO SYSTEMS INC.
PHONE 1-800-348-9843
OR EQUAL
3/16" HOLE AT 5' O.C.
ALTERNATE BETWEEN 5 AND
7 0 CLOCK
FBI* A N
NOT TO SCALE
ORIFICE SHIELD TO BE SNAPPED SECURELY INTO PLACE
AROUND ALL PERFORATIONS ON EACH LATERAL.
SLOTS ON ORIFICE SHEILD TO BE LOCATED DIRECTLY
OVER EACH PERFORATION.
PLACE SHIELD OVER DISTAL PORT.
OPTION ORENCO SHIELD
2"DIA. SCH-40 PVC LATERALS
SNAP -ON
SHIELD
DRAINAGE SLOTS
REVISIONS
NO. DATE DESCRIPTION
1. 2/2/04 BOH EDITS.
2, 12/q/Q4 0, WATFR APO,
�1 Bic GROUP
657 Manila St Teett, (RT. 28) U11 k 6
W. Yarmouth Massachusetts
®2673
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM REPAIR
"CAPE COD
SUPER BUFFET"
228 ROUTE 28
WEST YARMOUTH
M ASSACH U SETTS
PREPARED FOR:
Mr. ZHANG ZI QIAN
CAPE COD SUPER BUFFER, INC.
228 ROUTE 28
WEST YARMOUTH
MA 02673
(508) 775-8110
DATE: JANI ARY 27, 2004
COMP. DES �N: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 8608SEP1.DWG
DWG NO. 5490-02
SHEET 3 OF 3
JOB NO.4-8608.00
Fj]
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a
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U
U
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a
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SOIL TEST PIT DATA:
TEST PIT _#1- TEST PIT -#2-
GRD. EL. 13.7 GRD. EL. 14.4
EST. HIGH GW. 6.2 EST. HIGH GW. 6.1
LOAMY SAND
2.5YR 4 1
4
LOAMYB S ND
10YR 698
1
EL = 12.6
MEDIUM SAND
2.5Y 6/4
54.
4"
0"
02"
EL = 3.7 20"
DATE:
9 /26 /03
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
DAVE FLAHERTY
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
LOAMY SAND
2.5YR 4 1
LOAMYB SAND
10YR 6/8
EL = 13.1
MEDIUM SAND
2.5Y 6/4
4"
15"
100"
112"
EL = 3.9 126"
DATE:
9 /26 /03
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
DAVE FLAHERTY
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
1
L. T. A. R.
0.74 G.P.D. /SQ. FT.
TEST PIT --
GRD. EL. 14.3
EST. HIGH GW. 7.8
78"
94"
DATE:
12 /1 /04
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
N/A
PERC. RATE:
NZA-MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
N/A
L.T.A.R.
N A G.P.D./SQ.FT.
TEST PIT ----#A
GRD. EL. 13.8
EST. HIGH GW. 7.8
PROFILE: NOT TO SCALE - ALL COMPONENTS TO BE H-20
EL.= A
MANHOLES do COVERS AS REQUIRED
EL.- VARIES (BRING TO FINISH GRADE)
/4' PVC SCH 40
I=E
NOTE: CAST IRON _
ON GREASE LINE
NOTE: USE FERNCC
CONNECTOR ON S�
\IMti
I=D
6" STONE BASE
4,000 GALLON (P)
PRECAST CONCRETE
GREASE TRAP
22,000 GALLON (P)
PRECAST CONCRETE
SEPTIC TANK
INVERT ELEVATIONS:
TOP OF FOUNDATION
4" INVERT AT BUILDING (GREASE)
' 4" INVERT AT GREASE TRAP
(IN)
4" INVERT AT GREASE TRAP
(OUT)
4" INVERT AT BUILDING (SEWAGE)
4" INVERT AT SEPTIC TANK
(IN)
4" INVERT AT SEPTIC TANK
(OUT)
4" INVERT AT PUMP CHAMBER (IN)
4" INVERT AT PUMP CHAMBER (OUT)
INVERTS AT LEACHING FACILITY:
4" INVERT AT BEGINNING
OF LEACHING FIELD
4" INVERT AT END
OF LEACHING FIELD
ELEVATION AT BOTTOM
OF LEACHING FIELD
ADJUSTED GROUNDWATER
ELEVATION
OBSERVED GROUNDWATER
ELEVATION
VARIANCES REQUESTED:
6" STONE BASE
I=H
DUPLEX PUM
CHAMBER
16.00 A
NOTE:
♦ ,1 WETLANDS DELINEATED by �- -
Mr. BRAD HOLMES OF *E
BSC GROUP, INC.1-1
000
7� woo
777 s
\ Gam- 46 53 $3
E 244.78' 0
CURRENT DEPTHONDEX WELL(11 /04) 9.2 \ �F O� , / '�' ,, / •
WATER LEVEL ADJUSTMENT 2.3 F _
/ r
*** REQUESTING 1' OFF ADJUSTMENT 1.9
DEPTH TO ADJUSTED HIGH WATER X 0 �- �` r y-'`,q�O / MONOMONO �'
72" S - F
88 _ ®- - 100, X 13. 7 cC t
DATE:
12 1 04
TEST BY:
THE BSO GROUP, INC.
WITNESSED BY:
N/A
PERC. RATE:
NZA MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
N/A
L.T.A.R.
N/A G.P.D. /SQ. FT.
HIGH GROUNDWATER COMPUTATION
(BASED ON TP#1)
DEPTH TO WATER 8.5
INDEX WELL MIW-29
WATER LEVEL RANGE ZONE A
CURRENT DEPTHOINDEX WELL(9/03) 8.6
WATER LEVEL ADJUSTMENT 1.9
*** REQUESTING 0.9' OFF ADJUSTMENT 1.0
DEPTH TO ADJUSTED HIGH WATER 7.5
HIGH GROUNDWATER COMPUTATION
BASED ON TP#4
DEPTH TO WATER X
INDEX WELL MIW-29
WATER LEVEL RANGE ZONE A
INDICATES
ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
v_ OBSERVED
GROUND WATER
in
DOG
INDICATES
PERC.
TEST
❑INDICATES
UNSUITABLE
MATERIAL
P
72' LONG LEACHING FIELD
VARYING PIPE DIAMETER
EL-14.0 EL-15.2 EL=14.0
EL=12.3 2'-1 /8"-3/8" DOUBLE WASHED STONE
3/4"-1 1/2" DOUBLE WASHED STONE
I=K 2 1=L
I=J *0-4 BOTTOM EL. = M
N ADJUSTED GROUNDWATER
14.47
B (RAISED & RELOCATED)
14.15
C
13.90
D
12.97
E
12.43
F
12.18
G
12.10
H REVERSE TANK
12.35
J 1
12.3 K BREAKOUT 12.8
12.3 L
11.8 M
7.8 N
6.5
TITLE V: SECTION 15.212: TO ALLOW 4' SEPERATION TO GROUNDWATER
IN LIEU OF 5'.
TOWN OF YARMOUTH: TO ALLOW 1 FOOT OFF THE 2.3 FOOT ADJUSTMENT
REQUIRED.
CftM A.
IFMD
No.3s0M
�0
PROPOSED VENT
_ LIMITS OF , WITH VENT LINES
EXCAVATION UNDER
SEE NOTES 1` AREA RONL�D TP#4 5 AND 6 OF
�e000O E�
BUFF
14.2 X X 13.8 �p0 X 14.2 TP#3 TP#2
INSPECTION GRASS/
PORT STONE
....
X 13. _ PARKING AREA
::::� 110' I I 1
SY TE I # 1 S M 2 I I I :: t 14.3 EDGE OF PAVEMENT
----I 66' I I 66'
I.... t
.... I I I I I I PROPOSED LIMITS OF
I 3" PVCHAD \ I I I I EXCAVATION. SEE
iv
3 P C A R I I / NOTES T E S 5& 6 ....
3 PVC I i 3 P �.. �� EXISTING
BITUMINOUS
IY 111.9 I I I I 1.... / X 14.4 PARKING AREA
x rn 4i°
M --••i I I I .. DISTURBED PAVEMENT
,� 0. _ I - _ , I I_::: TO BE REPAVED TO MATCH
`}-� EXISING CONDITION
MIN.-:= -------..--- - --J L--. .......... J°�=�
w 3NSPEGT30N �PpRT_ :: = = _ :: :: 71 : FrW: FM: . . - - - - .
- - - - .
0 14.6 , r r PROPOSED
22 IQs OIO 0S S I"� 11,000 GAL
!0 s 6" PVC _ _ _ _ _L__ I L" _ J PUMP CHAMBER
to I I
r7 �
14
PROPOSED z I s E �"� PROPOSED H-20
4000 GAL. I I D-BOX FOR ELECTRICIAL
GREASE Ls REEZER 14.2 CONTROLS
TRAP I E�s� UNIT E PROPOSED EXISTING
UP
ci " RAWL" ELEVATION OF PIPE 22,000 GAL BITUMINOUS
12.6' SEPTIC TANK PARKING AREA
PROTECT POLE UP TO BE CONFIRMED
DURING RAISE AND FERNCO CONNECTION 3
INSTALLATION RELOCATE TO BE INSTALLED.
GREASE LINE
BENCHMARK $
TOP OF BASEMENT EXISTING SEPTIC TANK
FOUNDATION KITCHEN
ELEV 16.00 AREA AREA AND ALL LEACHING 3
AREAS TO BE PUMPED EXISTING
AND REMOVED FROM BITUMINOUS
SITE IN ACCORDANCE PARKING AREA
WITH TITLE 5.
EXISTING
BITUMINOUS
GAS PARKING AREA
METER DINING AREA
EXISTING 200 \ 3
SEAT RESTAURANT
"CAPE COD SUPER BUFFET"
UPIEXISTING ( \e
BITUMINOUS 0
qS14Q PARKING AREA10.
�� \
3 �
CONCRETE
BOUND
FOUND
& HELD
PLAN VIEW
SCALE: 1' = 20 FEET
0 10 20 40 FT.
3 �
�w
SI EWAL� UP
DESIGN CRITERIA:
DESIGN FLOW:
200 SEATS AT 35 G.P.B./D 7000 G.P.D.
REQUIRED GREASE TRAP
200 SEATS x 15 GPS = 3000 GAL.
GREASE TRAP PROVIDED: = 4000 GAL.
CONCRE
BOUND
FOUND
& HELD
REQUIRED SEPTIC TANK-
7000 X 300% = 21000 GAL.
SEPTIC TANK PROVIDED: = 22000 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
7000 GPD + 0,74 GPD/SF = 9460S.F.
z
W
UP
Q
a
O
w
c�
Ld to
M
O
r-�
in
to
Ai
SIZE OF LEACHING FACILITY PROVIDED:
2 (72' x 66') LEACHING FIELDS
72' x 66' = 4752 S.F.
4752 S,F, x 2 FIELDS = 9504 S.F.
OF LEACHING AREA
9504 x 0.74 GPD / SF = 7032 GPD
PR❑VIDED
70326PD PR❑VIDED > 7000 GPD REQUIRED
DATUM:
VERTICAL DATUM: N.G. V.D.
BENCH MARK USED: FEMA
BENCH MARK SET: T.O.F. 16.00
REVISIONS
NO. DATE DESCRIPTION
1. 2/2/04 BOH EDITS
2. 12/9/04 G.WATER ADJ.
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
LOCUS INFORMATION
CURRENT OWNER: ZHANG ZI QIAN
TITLE REFERENCE: DEED BOOK 13354, PAGE 225
PLAN REFERENCE: (NO PLAN - SEE DEED DESC.)
ASSESSORS MAP: 37
PARCEL: 148
K
0011
"771- BSC GROUP
5,�7 Man Street, (PT� 28) Unk 5
W. Yarmouth uth Massachusetts
07573
508 778 8919
PROJECT TITLE:
ZONING DISTRICT: B2
SETBACKS: FRONT 30'
SIDE 25'
SEWAGE DISPOSAL
REAR 20'
MINIMUM LOT SIZE: 20,000 S.F.
[E. YSTEM REPAIR
EXISTING LOT AREA: 81,899f S.F.
DEC 0
2 04 �
OVERLAY DISTRICT: R.O.A.D.
NITROGEN SENSITIVE HEALT
D
PT, _
ZONE: NOT A ZONE ii
"CAPE COD
FEMA FLOOD
ZONE DISTRICT: "B", DATED 7/2/1992
SUPER BUFFET"
PANEL #250015 0005 D
228 ROUTE 28
i
LOCUS PLAN: N❑ SCALE
A
WEST YARMOUTH
?GAD J
ISLAND -�
M ASSACH U SETTS
- BVC w
13.8' - Y col U
t
oHw-----_,2'10'00" W 25629' z
UP 3 L❑GLIB OHW
LiOHW_.- - - - --
�
----------- _ -' SIDE A-LK.... \ ❑
---------
WG
28
Q
3 L,.I
��
c� z
. : z LiROUTE 28w
J.
Y Q
(STATE HIGHWAY - VARIABLE WIDTH) D ►
7
.•N cy-
PREPARED FOR:
Mr. ZHANG ZI QIAN
CAPE COD SUPER BUFFER, INC.
228 ROUTE 28
WEST YARMOUTH
MA 02673
(508) 775-8110
DATE: JANUARY 27, 2004
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8608SEP1.DWG
DWG NO. 5490-02
SHEET 1 OF 3
JOB NO.4-8608.00
a
a