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FIELD INSTALL 16" LAYER BY FLOAT SWITCHES HIGH GROUNDWATER EL. - 2.5'
;.
- NON -REINFORCED CONCRETE
t6
(MIN. 1401b/Gust. UNIT WT)
OPERATION c TTN .c�
_
D REMOVE A NSUITABLE SOILS
Ftl_LY"a
TOP '
-(MEASURED
-,
R
FR M TANK )
O FLOPC�OUNOwTOH
B LAYERS) BETWEEN RErwINING WALL
W VNTL CLEAN SAND
ALL
' -
B
•, . �.- t ' '
A
HIGH WATER ALARM ON: -22"
NTERM.
6" OF CRUSHED STONE
7
FOR D SIGN L.-2.5'
PUMP ON:- Ia-
)�
SUMP (PUMP OFF 12"CUR
RO LACIMI OL EX3,tVATED MATERIALWT" CLEAN SAND
SLEEVE EXISTING WATER LINE
3.
6" OFCRUSHEDSTONE--
PROPOSED SOIL ABSORPTION BED CONFIGURATION:
SOIL ABSORPTION SYSTEM (END VIEW)
2 1000 GALLON (H-20) CONCRETE SEPTIC
2
(H-20) CONCRETE
PUMP CHAMBER
2.
PERFORATION SPACING:
CRAWL
SPACE
DAILY DESIGN FLOW: 2
(NOT TO SCALE)
(NOT TO SCALE)
_
(NOT TO SCALE)
REDUCTIONS REQUESTED UNDER TITLE 5:
SEPTIC TANK REQUIREMENT
p
BUOYANT FORCE ON TANK (ASSUMING FULLY SUBMERGED): 17,690
LB
EXISTING
5.
..
4"P PVC
WEIGHT OF EMPTY TANK: 14,500
5/4 DECK BOARD (TIP.)
4'1 SCH.40 PVC
H.O.sox VALVE UNE OF RETAININ
BOX [TYP.)
CAPPED
POPPED INSPECTION
'.. PORT (TVP.)
H-20 CONCRETE SEPTIC TANK
2x6 TIMBER SLEEPER (TVP.)
rFLUSM WITH TOP OF WALL
CAPPED INSPECTION
PORT (TYP.)
r
I I TOP OF WOOD BOARDWALK £L. - 9.2't
LATERAL LENGTH:
TOP
OF FINISH
FLOOR
1.
PROPOSED 2'A
NORMALLY REQUIRED.
TOTAL WEIGHT OF EMPTY TANK AND SOIL COVER (18,28011
TOTAL LATERALS:
0
SPECIFICATIONS.
0
REQUIREMENT:
EXCEEDS BUOYANT FORCE ON FULLY SUBMERGED TANK (17,69OLS)
2 INCH DIAMETER
MAIN
40.1
PERCOLATION RATE <5
MINUTES PER INCH IN MEDIUM SAND
2.0 FEET
3.
.
'O
F
SUBSURFACE AREA DESIGN REQUIREMENT
i
a) 6't TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO SIDE PROPERTY LINE. (4't SETBACK PROVIDED)
DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHTO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED
9.52'
ELEV.
(REFERENCE: 310 CMR
INSTALL (H-20)
TO WITHIN 6"
RISER AND COVER
OF FINISH GRADE
PROPOSED 4
INSTALL (H-20) RISER AND
30" DIAMETER COVER
PUMP LEVELS SHALL BE CONTROLLED BY FLOAT SWITCHES OR APPROVED EQUIVALENT.
z
p
z
is
�F
BE
1.
ALL ORIFICES SHALL BE LOCATED AT THE INVERT OF THE DISTRIBUTION LATERAL WITH THE
b) 6'f TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO FOUNDATION WALL. (4't SETBACK PROVIDED)
EXCEPTION OF THE DISTAL ORIFICES (1 PER LATERAL) WHIr^H SHALL BE
LOCATED AT THE
b) 20't TO THE 20' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION SYSTEM TO FOUNDATION WALL. (0' SETBACK PROPOSED)
CROWN TO ALLOW AIR WITHIN
TO
FINISH GRADE
►
[y
'EXISTING
p�p
O
PARKING AREA
5/4 DECK BOARD (TVP.)
'.,
ELEVATION - 6.0'*
w
2 CYAN SAND aACKF1LL
FINISH
FLOOR 7
3 FLU TIMBER SLEEPER (Tl?,)
FLUSH WITH TOP OF WALL
_
TOP OF WOOD BOARDWALK EL - 0.2'
CONNECTIONS
CALTHROUGH
/ /
-..
.,
TOP OF LINER/RETAINING WALL El. -
$'3 4"
SCH.40
9" MINIMUM
TALL O BE ROUTED
I
PVC
SEWER
9" MINIMUM
JUNCTION BOX
/
SLOTTED CRIFICe 1"o SCH.40 PVC FILTER FABRIC-
1'3 4" SCH.40
SHIELD (TIP.) - OISTRISUTCN LATERAL. (TYP.
TOP OF CHAMBER EL - 19.2'3
PVC SEWER
(TVP.
5.00' REMOVE SHINGLES ON
EXISTING
IN -
FOUNDATION AND
PROVIDE
OUT-
ELEV. FLASHING AND VINYL
LINER
LATERAL INVERT EL. - 7.193'
IN
r-
t
ELEV.
3.83'
UFT CHAIN+-
20'3 2" SCH.40
33' �_-� _
3"
3.58'
PVC FORCE MAIN
-
-
�-
ELEV.
3.50
2'03 ;
aOTTOM OF CHAMBER EL. - 7.50'
ELEV.
TRUE UNION
3.50'3
INSTALL INLET TEE
ELEV.
BALL VALVE
ELEV,
o. o• 1/4" cmncE 3/4" TO 1-1/2" DOUBLE
0.0'
(10" MIN.)
ESTIMATED HIGH
O INVUT (TVP.) WASHED STONE (TVP.)
INSTALL OUTLET TEE
GROUNDWATER
ELEV-2.5"
3/6' BLEEDER `
2" DIA. SCH.40
- e-OOSTWG/IMPORTED CLEAN SAND -0
1
WITH GAS BAFFLE
1
38" CHECK VALVE
PVC FORCE MAINx
CTYP.)
5.0'
(14" MIN.)
CVLTEC FIELD DRAIN CONTACTOR C4 CHAMBER
STgtAOE CA ACITY
ABOVE PUMP LEVEL
SIMPLEX MYERS WHR5H
CHAMBER WIDTH - 4.0'
81"
270 GALLONS
HIGH HEAD WASTEWATER PUMP
- -
BOTTOM OF LINER E4 - 5.0'3
PUMP OPERATION TO BE CONTROLLED
FIELD INSTALL 16" LAYER BY FLOAT SWITCHES HIGH GROUNDWATER EL. - 2.5'
;.
- NON -REINFORCED CONCRETE
t6
(MIN. 1401b/Gust. UNIT WT)
OPERATION c TTN .c�
_
D REMOVE A NSUITABLE SOILS
Ftl_LY"a
TOP '
-(MEASURED
-,
R
FR M TANK )
O FLOPC�OUNOwTOH
B LAYERS) BETWEEN RErwINING WALL
W VNTL CLEAN SAND
ALL
' -
B
•, . �.- t ' '
A
HIGH WATER ALARM ON: -22"
NTERM.
6" OF CRUSHED STONE
7
FOR D SIGN L.-2.5'
PUMP ON:- Ia-
)�
SUMP (PUMP OFF 12"CUR
RO LACIMI OL EX3,tVATED MATERIALWT" CLEAN SAND
SLEEVE EXISTING WATER LINE
3.
6" OFCRUSHEDSTONE--
PROPOSED SOIL ABSORPTION BED CONFIGURATION:
SOIL ABSORPTION SYSTEM (END VIEW)
2 1000 GALLON (H-20) CONCRETE SEPTIC
TANK 5.00 I.D.
(H-20) CONCRETE
PUMP CHAMBER
2.
PERFORATION SPACING:
CRAWL
SPACE
DAILY DESIGN FLOW: 2
(NOT TO SCALE)
(NOT TO SCALE)
_
(NOT TO SCALE)
REDUCTIONS REQUESTED UNDER TITLE 5:
SEPTIC TANK REQUIREMENT
L
BUOYANT FORCE ON TANK (ASSUMING FULLY SUBMERGED): 17,690
LB
EXISTING
5.
..
4"P PVC
WEIGHT OF EMPTY TANK: 14,500
5/4 DECK BOARD (TIP.)
4'1 SCH.40 PVC
H.O.sox VALVE UNE OF RETAININ
BOX [TYP.)
CAPPED
POPPED INSPECTION
'.. PORT (TVP.)
H-20 CONCRETE SEPTIC TANK
2x6 TIMBER SLEEPER (TVP.)
rFLUSM WITH TOP OF WALL
CAPPED INSPECTION
PORT (TYP.)
r
I I TOP OF WOOD BOARDWALK £L. - 9.2't
2.0 SCH.40 SLOTTED ORIFICE
PVC MANIFOLD ELD (TYP.)
0 O 14qt
OOO0 O O 0 0 0
0 0 0 00002- SCH.40 ORIFICE O INVERT (TYP.)
TEE/ELBOw WITH (5 R£OUIRED THIS SECTION) EXISTING/IMPORTED CLEAN SONO
2': 1" BUSHING
(1) FULL CULTEC FIELD GRAIN CONTACTOR C4 CHAMBER
(1) CUT CULTEC FIELD DRAIN CONTACTOR C4 CHAMBER
(Ef ECTVE LENGTH 9.5')
R-11111i1Y1Y-i
ELEVATION
U V
1.00"
DIAMETER
TOP '
NEEN CHAMBER
DISTRIBUTION LATERAL
DETAIL
18"-30",
(NOT TO SCALE)
B
LOAMY SAND
tR!0_A1
3.5'-(-1.0')
.. CHAM_
Iloilo w'�',�'m'�'�'�'�'
FOR D SIGN L.-2.5'
�'Ill�'�1�'Il�'I�'�'ilk
7.
SLEEVE EXISTING WATER LINE
3.
PLA TFORM-1N_TWS ,AREA
PROPOSED SOIL ABSORPTION BED CONFIGURATION:
1.
-
INSIDE
SEWAGE DISPOSAL
SYSTEM DESIGN:
2.
PERFORATION SPACING:
CRAWL
SPACE
DAILY DESIGN FLOW: 2
BEDROOMS ® 110 GALLONS PER DAY PER BEDROOM e 220 GALLONS
BOTTOM OF CHAMBER EL. - 7.50'
_
• 5.46 -_-----------•-
REDUCTIONS REQUESTED UNDER TITLE 5:
SEPTIC TANK REQUIREMENT
BUOYANT FORCE ON TANK (ASSUMING FULLY SUBMERGED): 17,690
LB
EXISTING
5.
220 GALLONS x 200% - 440 GALLONS MINIMUM CAPACITY REQUIRED
WEIGHT OF EMPTY TANK: 14,500
LB
TIMBERS-�
UPON APPROVAL OF THE DESIGN ENGINEER.
INSTALL '.1,000 GALLON
ORIFICE SHIELD TO BE SLOTTED TYPE MANUFACTURED BY
ORENCO SYSTEMS INCORPORATED.
ALTERNATE ORIFICE SHIELD MAY BE TED
FOR THE UNIT SHOWN IF APPROVED BE
EQUIVALENT BY THE DESIGN ENGINEER. BE
FILTER FABRIC IS TO BE INSTALLED OVER LATERALS
AND ORIFICE SHIELDS BEFORE SACKFlLUNG IWTH SAND
BACKFILL OVER LAYER OF FILTER FABRIC
Wn ON-SITE SAND FILL
FILTER FABRIC.
1.00" DIAMETER BAND BACKFILL
SCH. 40 LATERAL - -
♦<i FIC
ELEVATION
U V
1.00"
DIAMETER
�1
R n6ovE //
SCH. 40
LATERAL
ORIFICE SHIELD
DETAIL
18"-30",
(NOT TO SCALE)
B
3 `ULA` (EFFEOTVVE"LENGTH CONTACTORCHAMBERS - -5.0' CONTRACTOR TO REVIEW ON-SITE WITH OWNER
BOTTOM OF LINER EL. - 5.0'3 PRIOR TO CONSTRUCTION
_ HIGH GROUNDWATER EL - 25'
DEEP OBSERVATION HOLE LOGS: SOIL ABSORPTION SYSTEM (SIDE VIEW) DRIVE (%
TEST DATE: JUNE 3, 2013 (NOT TO SCALE) s2P/60 j, � '+�-'
TEST BY: CHRIS WICKSON - CERTIFIED SOIL EVALUATOR �Oir/JL
'BRUCE MURPHY - AGENT FOR BOARD OF HEALTH
PERC RATE: IN MEDIUM OR FINE SAND < 2 MINUTES PER INCH (ASSUMED) PRE -CAST CONCRETE TANK SPECIFICATIONS: -
TESTHOLE #1 ELEVATION - 6.0' TESTHOLE #2 ELEVATION - 5.5' 1. ALL PRE -CAST CONCRETE STRUCTURES SHALL BE WATERTIGHT AND CAPABLE SD � BENCHMARK
OF WITHSTANDING AASHTO HS20 LOADING. NAIL SET IAr CORNER BOARD
DEPTH
ELEVATION
HORIZON
TEXTURE
GROUNDWATER ELEVATION MONITORED
6.0'-4.5'
FILL
WINDBLOWN SAND
18"-30",
4.5'-3.5'
B
LOAMY SAND
18"-84"
3.5'-(-1.0')
C
MEDIUM SAND
DEPTH
ELEVATION
HORIZON
TEXTURE.
GROUNDWATER ELEVATION MONITORED
5.5'-0.7'
C
MEDIUM SAND
REFERENCE: CERTIFICATION FOR GENERAL USE ISSUED BY MaDEP TO CULTEC, INC.
THE LATERALS SHALL BE INSTALLED LEVEL TO ALLOW DRAINING FOLLOWING EACH DOSE CYCLE.
SET AT TESTHOLE p1 AT 20min. INTERVALS FROM 6/05/2013 TO 6/12/2013
4. ALL CONSTRUCTION JOINTS BETWEEN PRE -CAST SECTIONS AND
2. ALL SEWER LINE PENETRATIONS INTO PRE -CAST COMPONENTS SHALL BE AS ELEVATION = O:_'
' -
SHOWN ON PLANS. CONNECTIONS OF PVC PIPING TO CONCRETE STRUCTURES EXISTING
SHALL BE MADE BY THE USE OF A FLEXIBLE NEOPRENE BOOT INSTALLED IN OVERHEAD PROPOSED 1000 GALLON
THE PRE -CAST OPENING DURING MANUFACTURE. SEALS SHALL BE OF CORRECT RO CONCRETE
SIZE FOR THE PIPE DIAMETER AND INCLUDE STAINLESS. STEEL CLAMPS. UTILITIES r
3. THE CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE FOR ASSURING THAT/ SEPTICTANK
APPROXIMATE LOCATION OF EXISTING
OpIG
P. Y. DAC
(220 Gpd / 0.74 Gpd/Sq.Ft.) - 297 Sq.Ft. REQUIRED AT FULL SIZE BUOYANT FORCE ON CHAMBER (ASSUMING FULLY SUBMERGED). 11,910 LB SCH. 40 PVC GRAVITYt. 5 " "
104ts'
O
297 Sq.Ft. x 75% - 223 Sq.Ft. REQUIRED WITH 25% REDUCTION WEIGHT OF EMPTY CHAMBER WITH ADDITIONAL CONCRETE: 9,980 LB SEWER (TYR) -
WEIGHT OF SOIL COVER OVER CHAMBER: 2,543 LB BATH 1.83 +
USING CULTEC CHAMBERS IN A BED CONFIGURATION WITHOUT AGGREGATE .. �-
AS SPECIFIED IN 310 CMR 15.251 (1)(e), THE SYSTEM SHALL BE SIZED USING TOTAL WEIGHT OF EMPTY CHAMBER AND SOIL COVER 1`12 523LB) WA11
AN EFFECTIVE LEACHING AREA OF 6.7 Sq.Ft/LIn.Ft• FOR FIELD DRAIN CONTACTOREXCEEDS
ALL PRE -CAST COMPONENTS ARE INSTALLED WATERTIGHT.
PROPOSED -STAIRS--
WATER SERVICE
GROUNDWATER ELEVATION MONITORED
IN ON-SITE MONITORING WELL
AND -PLATFORM!
REFERENCE: CERTIFICATION FOR GENERAL USE ISSUED BY MaDEP TO CULTEC, INC.
THE LATERALS SHALL BE INSTALLED LEVEL TO ALLOW DRAINING FOLLOWING EACH DOSE CYCLE.
SET AT TESTHOLE p1 AT 20min. INTERVALS FROM 6/05/2013 TO 6/12/2013
4. ALL CONSTRUCTION JOINTS BETWEEN PRE -CAST SECTIONS AND
RISERS SHALL
TRANSMITTAL No. W037676, REVISED DATE OF ISSUE FEBRUARY 22. 2010.
PRESSURE DISTRIBUTION
HIGH GROUNDWATER ELEVATION
FOR D SIGN L.-2.5'
BE INSTALLED WITH BUTYL SEALS OR HYDRAULIC CEMENT.
7.
SLEEVE EXISTING WATER LINE
3.
PLA TFORM-1N_TWS ,AREA
PROPOSED SOIL ABSORPTION BED CONFIGURATION:
1.
FROM CURB S71CR 7t7
INSIDE
SEWAGE DISPOSAL
SYSTEM DESIGN:
2.
PERFORATION SPACING:
CRAWL
SPACE
DAILY DESIGN FLOW: 2
BEDROOMS ® 110 GALLONS PER DAY PER BEDROOM e 220 GALLONS
SEPTIC TANK BUOYANCY CALCULATION:
_
• 5.46 -_-----------•-
REDUCTIONS REQUESTED UNDER TITLE 5:
SEPTIC TANK REQUIREMENT
BUOYANT FORCE ON TANK (ASSUMING FULLY SUBMERGED): 17,690
LB
EXISTING
5.
220 GALLONS x 200% - 440 GALLONS MINIMUM CAPACITY REQUIRED
WEIGHT OF EMPTY TANK: 14,500
LB
TIMBERS-�
UPON APPROVAL OF THE DESIGN ENGINEER.
INSTALL '.1,000 GALLON
H-20 CONCRETE SEPTIC TANK
WEIGHT OF SOIL COVER OVER TANK: 3,780
LB
6.
LATERAL LENGTH:
(REFERENCE: 310 CMR
15.404:(2)(c) - MAXIMUM FEASIBLE COMPLIANCE
OF RETENTION TIME E OR1000GALLONS HAS BEENPROVIDED WHERE A 1500 GALLONTANK IS
1.
PROPOSED 2'A
NORMALLY REQUIRED.
TOTAL WEIGHT OF EMPTY TANK AND SOIL COVER (18,28011
TOTAL LATERALS:
SCH. 40 PVC FORCE
SPECIFICATIONS.
SOIL ABSORPTION SYSTEM
REQUIREMENT:
EXCEEDS BUOYANT FORCE ON FULLY SUBMERGED TANK (17,69OLS)
2 INCH DIAMETER
MAIN
40.1
PERCOLATION RATE <5
MINUTES PER INCH IN MEDIUM SAND
2.0 FEET
3.
.
'O
257 REDUCTION IN REQUIRED
SUBSURFACE AREA DESIGN REQUIREMENT
PUMP CHAMBER BUOYANCY CALCULATION:
a) 6't TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO SIDE PROPERTY LINE. (4't SETBACK PROVIDED)
DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHTO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED
,gl
(REFERENCE: 310 CMR
15.405:(c) - CONTENTS OF LOCAL UPGRADE APPROVAL
a) 4't TO THE 10' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION SYSTEM TO ROAD PROPERTY LINE. (6't SETBACK PROVIDED)
PROPOSED 4
_
PUMP LEVELS SHALL BE CONTROLLED BY FLOAT SWITCHES OR APPROVED EQUIVALENT.
a) 9't TO THE 10' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION TO SIDE PROPERTY LINE. (1't SETBACK PROVIDED)
PRESSURE DISTRIBUTION SYSTEM NOTES:
5.
BE
OpIG
P. Y. DAC
(220 Gpd / 0.74 Gpd/Sq.Ft.) - 297 Sq.Ft. REQUIRED AT FULL SIZE BUOYANT FORCE ON CHAMBER (ASSUMING FULLY SUBMERGED). 11,910 LB SCH. 40 PVC GRAVITYt. 5 " "
104ts'
O
297 Sq.Ft. x 75% - 223 Sq.Ft. REQUIRED WITH 25% REDUCTION WEIGHT OF EMPTY CHAMBER WITH ADDITIONAL CONCRETE: 9,980 LB SEWER (TYR) -
WEIGHT OF SOIL COVER OVER CHAMBER: 2,543 LB BATH 1.83 +
USING CULTEC CHAMBERS IN A BED CONFIGURATION WITHOUT AGGREGATE .. �-
AS SPECIFIED IN 310 CMR 15.251 (1)(e), THE SYSTEM SHALL BE SIZED USING TOTAL WEIGHT OF EMPTY CHAMBER AND SOIL COVER 1`12 523LB) WA11
AN EFFECTIVE LEACHING AREA OF 6.7 Sq.Ft/LIn.Ft• FOR FIELD DRAIN CONTACTOREXCEEDS
BUOYANT FORCE ON FULLY SUBMERGED CHAMBER (11,910L6)
PROPOSED -STAIRS--
C4 CHAMBER.
55
t--:
DRIP -j JAA
AND -PLATFORM!
REFERENCE: CERTIFICATION FOR GENERAL USE ISSUED BY MaDEP TO CULTEC, INC.
THE LATERALS SHALL BE INSTALLED LEVEL TO ALLOW DRAINING FOLLOWING EACH DOSE CYCLE.
.��'��
f 33
REMO VE --EMTING ' SLURS -&
TRANSMITTAL No. W037676, REVISED DATE OF ISSUE FEBRUARY 22. 2010.
PRESSURE DISTRIBUTION
SYSTEM SPECIFICATIONS:
Commissiotl
/ p /--\Z-
7.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM.
3.
PLA TFORM-1N_TWS ,AREA
PROPOSED SOIL ABSORPTION BED CONFIGURATION:
1.
PERFORATION SIZE:
1/4 INCH DIAMETER
TOTAL LENGTH OF CULTEC FIELD DRAIN CONTACTOR C4 CHAMBER - 34.0'
2.
PERFORATION SPACING:
2'-0" ON CENTER
5't TO THE 10' REQUIRED SETBACK FOR PROPOSED SEPTIC TANK TO WATERLINE. (5't SETBACK PROVIDED)
34.0' x 5.7 Sq.Ft./LIr1.Ft. - 227 Sq.Ft. PROPOSED > 223 Sq.Ft. REQUIRED
3.
PERFORATIONS PER LATERAL:
17 PERFORATIONS
CONTRACTOR TO NOTIFY DIG -SAFE PRIOR
REDUCTIONS REQUESTED UNDER TITLE 5:
4.
LATERAL DIAMETER:
1 INCH DIAMETER
Al
310 CMR 15,404, MAXIMUM FEASIBLE COMPLIANCE -APPROVALS FOR UPGRADES
5.
LATERAL SPACING:
1 FT. ON CENTER
EXISTING SINGLE FAMILY RESIDENCE
GENERAL NOTES:
UPON APPROVAL OF THE DESIGN ENGINEER.
-'
( CRAWLSPACE FOUNDATION)
(2)(a) K WITHN EFFECTIVELIQUID CAPACITY PROVIDING LESS THAN 24HOURS
6.
LATERAL LENGTH:
34.0 FEET
OF RETENTION TIME E OR1000GALLONS HAS BEENPROVIDED WHERE A 1500 GALLONTANK IS
1.
DATUM IS N.G.V.D.
NORMALLY REQUIRED.
7.
TOTAL LATERALS:
3 LATERALS
SPECIFICATIONS.
310 CMR 15,405• CONTENTS OF LOCAL UPGRADE APPROVAL
8.
MANIFOLD DIAMETER:
2 INCH DIAMETER
a) 10't TO THE 10' REQUIRED SETBACK FOR PROPOSED SEPTIC TANK TO ROAD PROPERTY LINE. (0' SETBACK PROVIDED)
9.
MANIFOLD LENGTH:
2.0 FEET
3.
a) 10'3 TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO ROAD PROPERTY LINE. (O' SETBACK PROVIDED)
MYERS WHRSH 1/2HP HIGH HEAD WASTEWATER PUMP, 115 VOLT SINGLE PHASE
E FOR SEWAGE
PARCEL 9
a) 6't TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO SIDE PROPERTY LINE. (4't SETBACK PROVIDED)
DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHTO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED
_;-fes
a) 4't TO THE 10' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION SYSTEM TO ROAD PROPERTY LINE. (6't SETBACK PROVIDED)
OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER.
_
PUMP LEVELS SHALL BE CONTROLLED BY FLOAT SWITCHES OR APPROVED EQUIVALENT.
a) 9't TO THE 10' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION TO SIDE PROPERTY LINE. (1't SETBACK PROVIDED)
PRESSURE DISTRIBUTION SYSTEM NOTES:
5.
b) 6't TO THE 10' REQUIRED SETBACK FOR PROPOSED SEPTIC TANK TO FOUNDATION WALL. (4' SETBACK PROVIDED)
1.
ALL ORIFICES SHALL BE LOCATED AT THE INVERT OF THE DISTRIBUTION LATERAL WITH THE
b) 6'f TO THE 10' REQUIRED SETBACK FOR PROPOSED PUMP CHAMBER TO FOUNDATION WALL. (4't SETBACK PROVIDED)
EXCEPTION OF THE DISTAL ORIFICES (1 PER LATERAL) WHIr^H SHALL BE
LOCATED AT THE
b) 20't TO THE 20' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION SYSTEM TO FOUNDATION WALL. (0' SETBACK PROPOSED)
CROWN TO ALLOW AIR WITHIN
THE LATERAL TO BE PURGED DURING EACH
DOSE.
BED
'1'o AtsR9A T.H.;
�TCHEN �
56 PROPOSED 51 D.
... H-20 PUMP CHAMBER
EXISTING CESSPOOL TO-
UE
O-BE REMOVED
EXISTING WOOD
RETAINING WALL
a � CONC'
-PROPOSED PRESSURE DOSED
- SOIL ABSORPTION SYSTEM
.6, (1) FULL CULTEC C-4 CHAMBER &
(1) CUT CULTEC C-4 CHAMBER
OVERALL LENGTH 9.5'
PROPOSED RETAINING WALL
TOP OF WALL'-ELEV.=9.0'
4 PROF05ED BOARDWALK`OYER SA.S... AREA
BETWEEN HOUSE AND -RETAINING 1,WALL
(REdfOVABLE-FOR-;SAS- MAINTENANCE)
INSTALL 4FT. TALL VINYL LINER ALONG
BLOCK FOUNDATION WALL AND INSIDE
OF RETAINING WALL
yIp1G PROPOSED PRESSURE DOSED
SOIL ABSORPTION SYSTEM
ROOM (3) CULTEC C-4 CHAMBERS
DECK �a OVERALL LENGTH 24.5'
WALK � � � � EXISTING PILINGS TO REMAIN TO THE
STING BOARD - " .6 EXTENT POSSIBLE.
5. #2 PROPOSED"STRAW.BALR�
sB
'RE " ILL &r DEWATERING -=P
PO EF P'
y 'LAYER BE7TF" HOUSE �]
( AND RETADIING MALL T OF
I � (--'�
11 EXISTING SURFACE., 5 !LO 1
ELEVATION (TYP)
S.
(10.5' SECTION OF S.A.S.. IS O' FROM FOUNDATION WALL, 24.5' SECTION IS 2't FROM FOUNDATION WALL)
INSTALLATION OF
GARBAGE GRINDERS.
55
t--:
DRIP -j JAA
rMouth Conservation
2.
THE LATERALS SHALL BE INSTALLED LEVEL TO ALLOW DRAINING FOLLOWING EACH DOSE CYCLE.
.��'��
f 33
C)
A 257 REDUCTION TO THE REQUIRED SUBSURFACE SEWAGE DISPOSAL AREA DESIGN REQUIREMENT.
POWERED BY
11 NANTUCKET
Commissiotl
/ p /--\Z-
7.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM.
3.
THE FORCE MAIN SHALL BE PITCHED BACK TO THE PUMP CI AMBER TO ALLOW COMPLETE���
//�""--�---J
PARCEL 7
f)
7't TO THE 50' REQUIRED SETBACK FOR PROPOSED SOIL ABSORPTION SYSTEM TO MEAN HIGH WATER. (43't SETBACK PROVIDED)
DRAINING FOLLOWING EACH DOSE CYCLE.
g)
5't TO THE 10' REQUIRED SETBACK FOR PROPOSED SEPTIC TANK TO WATERLINE. (5't SETBACK PROVIDED)
SOUND ,i�///'
#CH
CONTRACTOR TO NOTIFY DIG -SAFE PRIOR
TO CONSTRUCTION.
(1 -888 -DIG -SAFE)
5. EQUIVALENT SYSTEM COMPONENTS BY OTHER MANUFACTURERS MAY BE
SUBSTITUTED ONLY
Al
JUN 25 7M.
DOSING PUMP SYSTEM SPECIFICATIONS:
CORS L
GENERAL NOTES:
UPON APPROVAL OF THE DESIGN ENGINEER.
-'
9.
1.
SYSTEM REQUIREMENT: SUBMERSIBLE SIMPLEX SEWAGE PUMP CAPABLE OF PASSING 1-Y4" SOLIDS,
36
1.
DATUM IS N.G.V.D.
AND PUMPING 65 GPM ® 19 FT. T.D.H.
SOIL ABSORPTION SYSTEM.
.--'
PARCEL 8 3
2.
MUNICIPAL WATER IS AVAILABLE
SPECIFICATIONS.
PUMP MODEL SPECIFIED:
�/ C n
t�/29/1
ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN
UNDER A PERMIT
3.
PIPE PITCH: 1/8" PER FOOT MINIMUM ON 4" SCH. 40 PVC
MYERS WHRSH 1/2HP HIGH HEAD WASTEWATER PUMP, 115 VOLT SINGLE PHASE
E FOR SEWAGE
/-575 SQ. FT.f 9 -fl
4.
DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHTO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED
_;-fes
OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER.
2.
PUMP LEVELS SHALL BE CONTROLLED BY FLOAT SWITCHES OR APPROVED EQUIVALENT.
5.
MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT.
3.
FORCE MAIN SHALL BE 2" DIA. SCH. 40 P.V.C. PIPE - PLACE 1C.F. OR EQUIVALENT`
CONCRETE THRUST BLOCKS AT ALL FORCE MAIN ANGLE POINTS
1` `
S.
THIS DESIGN DOES NOT PROVIDE FOR THE
INSTALLATION OF
GARBAGE GRINDERS.
rMouth Conservation
4. THE CONTROL PANEL AUDIO AND VISUAL HIGH WATER ALARM SHALL BE
POWERED BY
11 NANTUCKET
Commissiotl
7.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM.
OF MASS. STATE ENVIRONMENTAL CODE TITLE 5.
A SEPARATE CIRCUIT FROM THE PUMP.
SOUND ,i�///'
8.
CONTRACTOR TO NOTIFY DIG -SAFE PRIOR
TO CONSTRUCTION.
(1 -888 -DIG -SAFE)
5. EQUIVALENT SYSTEM COMPONENTS BY OTHER MANUFACTURERS MAY BE
SUBSTITUTED ONLY
Al
JUN 25 7M.
UPON APPROVAL OF THE DESIGN ENGINEER.
-'
9.
NO KNOWN WELLS PROVIDING WATER FOR
HUMAN CONSUMPTION ARE KNOWN TO EXIST WITHIN 100' OF PROPOSED
SOIL ABSORPTION SYSTEM.
6. ALL SYSTEM COMPONENTS ARE TO BE INSTALLED PER MANLFACTURERS
SPECIFICATIONS.
�/ C n
ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN
UNDER A PERMIT
F IV E D
E FOR SEWAGE
SYSTEM DESIGN
PURPOSES ONLY UNDER NO CIRCUMSTANCES ARE
_;-fes
10. THIS SITE PLAN IS INTEND D ISSUED BY THE TOWN OF YARMOUTH. 09 I...-_
BEARINGS, DISTANCES, OR FEATURES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES. \,
11. EXISTING SITE FEATURES INCLUDING TOPOGRAPHY AND BUILDING LOCATION TAKEN FROM SITE PLAN DATED MARCH 19, 2013 7. A SEPARATE EXTERIOR ELECTRICAL DISCONNECT SWITCH SHALL BE PROVIDED WITHIN SIGHT -
PREPARED BY SLADE ASSOCIATES, INC. FOR DAWN KAROL. DISTANCE OF THE PUMP CHAMBER TO DE -ENERGIZE THE PUMP PRIOR TO ACCESS.
NEI
LN.
I
LOCUS T"5P
LOCUS MAP
J.
<�' j It3 13
DA+E
East Cape Engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
# 44 Route 28, Orleans, Mass.
(508) 255-7120
SITE PLAN
SANITARY SUBSURFACE SEWAGE
DISPOSAL SYSTEM
or
LOCATION:
53 SOUTH SHORE DRIVE
YARMOUT'He MA
REFERENCE:
ASSESSORS MAP 19
PARCEL 8
PREPARED FOR:
DAWN KAROL
1
2
3
No. Revision/Issue Date
�Otecr' JOB{ 03-050 Sheet
03050SSP. dwg
Date 06/13/13
1 OF 1
Scale
1 "=10'