HomeMy WebLinkAboutEngineered Plan - 2018SITE
J
Q
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F
8
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Locus
SCALE 1"=750'
F
FILL
A
LOAMY SAND
10YR 3/1
B
LOAMY SAND
10YR 5/6
C
MED/FINE SAND
10YR 6/4
PERC ® 70"
79" - ADJ.=94.77
1.42'
96" OBS. =93.35
112 92.02
SOIL PROFILE
DATE: OCTOBER 18, 2018
PERFORMED BY: ASA MINTZ
WITNESSED BY: PHIL RENAUD
STANDING GW: 96"
PERC RAT X2 MIN./IN.
INDEX WELL TSW 89
10/18/18 READING = 11.62
ADJUSTMENT = 1.42'
3/4" X 12" HOT DIPPED
GALVANIZED TURNBUCKLE (TYP.)
TOP OF FOUNDATION
ELEVATIO 102.13
INV.=99.80 EXISTING 1,000 GALLON
REINFORCED CONCRETE 14"
EXISTING SEPTIC TANK
INV.=99.34
EXISTING
INSTALL TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
r,1 hir
I
r
,I I'
RISERS TO BE INSTALLED ON INLET AND
OUTLET OF TANK -TO BE BROUGHT TO
WITHIN 6" OF GRADE RISER TO BE INSTALLED ON OUTLET
OF TANK -TO BE BROUGHT TO
WITHIN 6" OF GRADE PIPE TO BE RUN LEVEL FOR
AT LEAST 2 FEET OUT OF THE D -BOX UNITS TO COVERED WITH CULTEC
410 FABRIC AND BACKFILLED
MINIMUM FI WITH CLEAN TITLE 5 SEPTIC SAND
�,• �,F,. ��/e/r;..aK,r�fi(�.,r��t!6./�/ >'t</ 9<,t'k>s ,(/� �F,{ FINISHED ELEVATION
�¢.^"�l/C6,!�k/L .'�r�t/id.Nse.r /k:�:•�i ki �,!.;e
- �/,E�Hb, x OVE S.A.S. = 101.6
..
��•��..��:=��c•�iY�r✓�11P'W��?f•1�1��'`G`;!/<!'��':n�,�9�1,(,r,.�s�,f<!�s�f��;C�✓,!!,�✓,!,g`��rtfi�rF.��lrtlFrr,J,<> ,s�,4f� ..e 4 .✓. r.
4 ;;. { ✓f,,U„ �1 ,t;,/>/,J�! s t,iue . a,< fi . s/ p�/ 1rl�d✓�'��f f ri, k o- s e ssl
\ INSPECTION PART - _ ..__ _ - -- �/J,/�
9" MIN. COVER OF 4 „ SC ON CHAMBERS TO
7 / w
„ H
40
BE BROUGHT 0 T WI IN
36 MAX. COVER
_...PVC, S=1% MIN.. __ " 3 OF GR DE -- - - ---
7' OF 4" SCH 40 ELEV.=100.81 /
ILI PVC, S=17 MIN. 2" SCH 40 PVC (LONGEST RUN) _
5% MIN. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 o o f f
r INV.=100.51 INV.=100.34 IINV.=100.274JELEV.=99.77
PROPOSED 1,000 GALLON _.
LEVEL STABLE BASE ( I
POLYPROPYLENE PUMP CHAMBER CONSISTING OF 6" 5.0' OVERDIG 3.0' X 7.4' CULTEC 100 5.0' OVERDIG
(INFILTRATOR IM 1060 TANK) CRUSHED STONE
( 15.4' OVERALL LENGTH PER ROW 1
PROPOSED 6 -OUTLET ( (2)-CULTEC CONTACTYOR 100 CHAMBERS PER ROW I 5.00' SEPARATION FROM
DISTRIBUTION BOX (1110) I I BOTTOM OF SAS TO ADJUSTED
�. LIMIT OF EXCAVATION GROUNDWATER LEVEL
ELEV.=95.05
REMOVAL TO APPROXIMATE ELEVATION = 97.43±
LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
EXISTING PROPOSED PUMP PROPOSED PROPOSED SOIL
SEPTIC TANK CHAMBER DISTRIBUTION ABSORPTION SYSTEM
(T° REMAIN) SYSTEM PROFILE BOx
NOT TO SCALE
CABLE TO CONTACT TANK IN AREA
DESIGNATED FOR BUOYANCY CONTROL
CABLE N ALL BE -i -n=�= LEGEND SITE INFORMATION
PRE -TENSIONED WITH I � 1-I I I-1 I�
TURNBUCKLES PRIOR
TO BACKFILLING ADDRESS: 28 BUSCOTT AVENUE, SOUTH YARMOUTH
3/8" GALVANIZED OR I 1 -III PROPERTY UNE MAP T• 41/6
STAINLESS STEEL CABLE II�III= DEED REFERENCE: 25325/278
I I -III ------------------104 ------------------ EXISTING CONTOUR
11-111- GENERAL NOTES:
USE 3/8" STAINLESS�STj-(�R - _ _ -104 - - - - PROPOSED CONTOUR
GALVANIZED CABLE C4AMPS=WITH 3/8
THIMBLE TO CONNECCdBLE-TO TURNBUCKLE �t ���� EXISTING FENCE 1. THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF THE 100 -YR FLOODPLAIN (AE EL. 11) AS
(2 CLAMPS PER QOP I=M,N �,1 � SHOWN ON PANEL NO. 25001 CO589J, EFFECTIVE DATE JULY 16, 2014.
11=
I=1I MI -OHP EXISTING OVERHEAD UTILITIES 2. THE SITE NOT IS LOCATED WITHIN A ZONE II AREA.
=11=111 -III
1I -1I1 -III- W EXISTING WATER LINE 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SUBSURFACE
SEWAGE DISPOSAL SYSTEM.
I i I -III -III -i'
G EXISTING NATURAL GAS UNE 4. VERTICAL DATUM IS ASSUMED
-1 11=1 i I=1 11- 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
f -' -' "i REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS.
TP -1 LOCATION OF TEST
IL I iI I II I II 111-11' I I I PIT/PERC TEST 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH THE
SECTION A -A_
BUOYANCY CONTROL DETAIL
NOT To SCALE
a
EL.=98.97
29" U +�
(720 GALLONS) UJ Of
ro
w
M
y 77
ADJUSTED GROUNDWATER
ELEVATION = 94.77
INSTALL RISERS TO BRING
COVERS TO WITHIN 6" OF GRADE
0
2" THREADED UNION
2" BALL VALVE 1
I
STAINLESS STEEL LIFTING i
CHAIN OR CABLE 1
" WEEP HOLE I
I
2" CHECK VALVE 1
1
I
.- 2" SCH 40 PVC RISER PIPE
USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT. ALARM ON EL.=96.54
99.76 X EXISTING SPOT ELEVATION
HELICAL SOIL ANCHOR WITH 6" WIDE ANCHOR 7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION 4„ 1 i
AND 3/4" DIAMETER ROD. MINIMUM OCCURRING.
FH EXISTING FIRE HYDRANT
EMBEDMENT SHALL BE 48 (TYP. OF 4). PUMP ON EL.=96.21 1 I
8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE MYERS SRM4 4/10 HP
UP -0- EXISTING UTILITY POLE FIELD. THE ELEVATIONS OF ALL EXISTING SEWER INVERTS SHALL BE VERIFIED PRIOR TO THE o i PUMP OR APPROVED EQUAL
INSTALL OF ANY SYSTEM COMPONENTS. ANY DISCREPANCIES SHALL BE REPORTED TO THE Z w
N/F
PAUL T GISBOURNE
30 BLISCOTT AVE EX\S��NG
MAP/LOT 41/5SHOO
WATER NOTE: goo °3
WATER MAIN IN BLISCOTT AVE
LOCATED ON OPPOSITE SIDE OF X202 - F� X 101.05
STREET FROM #28 S l__; ' �/ 101.77
2" SCH 40 PVC FORCEMAIN 1 r /� 101.27
BENCHMARK TO BE SLEEVED R EITHER ` �,
SIDE OF WATER SERVICE i � • 101.04
V* 101
MAG NAIL SET lAl �2 GM /
ELEV.=100.00 _X''�
EXISTING FENCE (TYP.) UP/
100.23 /� W
101.17
W
o U1
® 1 00 2
) O
LIMIT OF OVERDIG ' 'vatrn
2:00 • o� 1 (�
LL Ce I o
C-' 0 0: 5 \ . 101.44+
^ Z I
�,.J 1rn
U
(Z O 101.28
\' PROPOSED 6 -OUTLET X00 03'
1 DIS7RIBU110N BOX
F....I • • • �' i � c� N' j
99.58 a PRbPOSED S.A.S. �6, N .7T
(8) CULTEC
C?NTACTOR 100
CHAMBERS
Z�
INSPEC ON PORT TO
WITHIN 3" OF RADE (TYP.) PROp�R
C+TIi`I
- - PROPOSED VENT Exlr+
( 100.20 `l ,I N G
� DwELPVE
99.58 I 2A 8�\Sco
101.24
2
101.19
® WG
TP -
DESIGN ENGINEER IMMEDIATELY
0"
z
101.35
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
BOTTOM OF CHAMBER ELEV.=95.05
MAP/LOT 41/9
THRUST BLOCKS SHALL BE INSTALLED
12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS ON OCTOBER 14, 2018
18"
BULKHEAD
99.85
R
0-
I
CHAMBER
DETAIL
BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS
26"
LEACHING CAPACITY = 61.6 FT. X 5.0 S.F./FT. = 308 S.F. (227.92
99.18
CH
CHIMNEY
10. WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE
NOT TO SCALE
1
� GM
EXISTING GAS METER
INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE
47"
o
97.43
F
FILL
A
LOAMY SAND
10YR 3/1
B
LOAMY SAND
10YR 5/6
C
MED/FINE SAND
10YR 6/4
PERC ® 70"
79" - ADJ.=94.77
1.42'
96" OBS. =93.35
112 92.02
SOIL PROFILE
DATE: OCTOBER 18, 2018
PERFORMED BY: ASA MINTZ
WITNESSED BY: PHIL RENAUD
STANDING GW: 96"
PERC RAT X2 MIN./IN.
INDEX WELL TSW 89
10/18/18 READING = 11.62
ADJUSTMENT = 1.42'
3/4" X 12" HOT DIPPED
GALVANIZED TURNBUCKLE (TYP.)
TOP OF FOUNDATION
ELEVATIO 102.13
INV.=99.80 EXISTING 1,000 GALLON
REINFORCED CONCRETE 14"
EXISTING SEPTIC TANK
INV.=99.34
EXISTING
INSTALL TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
r,1 hir
I
r
,I I'
RISERS TO BE INSTALLED ON INLET AND
OUTLET OF TANK -TO BE BROUGHT TO
WITHIN 6" OF GRADE RISER TO BE INSTALLED ON OUTLET
OF TANK -TO BE BROUGHT TO
WITHIN 6" OF GRADE PIPE TO BE RUN LEVEL FOR
AT LEAST 2 FEET OUT OF THE D -BOX UNITS TO COVERED WITH CULTEC
410 FABRIC AND BACKFILLED
MINIMUM FI WITH CLEAN TITLE 5 SEPTIC SAND
�,• �,F,. ��/e/r;..aK,r�fi(�.,r��t!6./�/ >'t</ 9<,t'k>s ,(/� �F,{ FINISHED ELEVATION
�¢.^"�l/C6,!�k/L .'�r�t/id.Nse.r /k:�:•�i ki �,!.;e
- �/,E�Hb, x OVE S.A.S. = 101.6
..
��•��..��:=��c•�iY�r✓�11P'W��?f•1�1��'`G`;!/<!'��':n�,�9�1,(,r,.�s�,f<!�s�f��;C�✓,!!,�✓,!,g`��rtfi�rF.��lrtlFrr,J,<> ,s�,4f� ..e 4 .✓. r.
4 ;;. { ✓f,,U„ �1 ,t;,/>/,J�! s t,iue . a,< fi . s/ p�/ 1rl�d✓�'��f f ri, k o- s e ssl
\ INSPECTION PART - _ ..__ _ - -- �/J,/�
9" MIN. COVER OF 4 „ SC ON CHAMBERS TO
7 / w
„ H
40
BE BROUGHT 0 T WI IN
36 MAX. COVER
_...PVC, S=1% MIN.. __ " 3 OF GR DE -- - - ---
7' OF 4" SCH 40 ELEV.=100.81 /
ILI PVC, S=17 MIN. 2" SCH 40 PVC (LONGEST RUN) _
5% MIN. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 o o f f
r INV.=100.51 INV.=100.34 IINV.=100.274JELEV.=99.77
PROPOSED 1,000 GALLON _.
LEVEL STABLE BASE ( I
POLYPROPYLENE PUMP CHAMBER CONSISTING OF 6" 5.0' OVERDIG 3.0' X 7.4' CULTEC 100 5.0' OVERDIG
(INFILTRATOR IM 1060 TANK) CRUSHED STONE
( 15.4' OVERALL LENGTH PER ROW 1
PROPOSED 6 -OUTLET ( (2)-CULTEC CONTACTYOR 100 CHAMBERS PER ROW I 5.00' SEPARATION FROM
DISTRIBUTION BOX (1110) I I BOTTOM OF SAS TO ADJUSTED
�. LIMIT OF EXCAVATION GROUNDWATER LEVEL
ELEV.=95.05
REMOVAL TO APPROXIMATE ELEVATION = 97.43±
LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
EXISTING PROPOSED PUMP PROPOSED PROPOSED SOIL
SEPTIC TANK CHAMBER DISTRIBUTION ABSORPTION SYSTEM
(T° REMAIN) SYSTEM PROFILE BOx
NOT TO SCALE
CABLE TO CONTACT TANK IN AREA
DESIGNATED FOR BUOYANCY CONTROL
CABLE N ALL BE -i -n=�= LEGEND SITE INFORMATION
PRE -TENSIONED WITH I � 1-I I I-1 I�
TURNBUCKLES PRIOR
TO BACKFILLING ADDRESS: 28 BUSCOTT AVENUE, SOUTH YARMOUTH
3/8" GALVANIZED OR I 1 -III PROPERTY UNE MAP T• 41/6
STAINLESS STEEL CABLE II�III= DEED REFERENCE: 25325/278
I I -III ------------------104 ------------------ EXISTING CONTOUR
11-111- GENERAL NOTES:
USE 3/8" STAINLESS�STj-(�R - _ _ -104 - - - - PROPOSED CONTOUR
GALVANIZED CABLE C4AMPS=WITH 3/8
THIMBLE TO CONNECCdBLE-TO TURNBUCKLE �t ���� EXISTING FENCE 1. THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF THE 100 -YR FLOODPLAIN (AE EL. 11) AS
(2 CLAMPS PER QOP I=M,N �,1 � SHOWN ON PANEL NO. 25001 CO589J, EFFECTIVE DATE JULY 16, 2014.
11=
I=1I MI -OHP EXISTING OVERHEAD UTILITIES 2. THE SITE NOT IS LOCATED WITHIN A ZONE II AREA.
=11=111 -III
1I -1I1 -III- W EXISTING WATER LINE 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SUBSURFACE
SEWAGE DISPOSAL SYSTEM.
I i I -III -III -i'
G EXISTING NATURAL GAS UNE 4. VERTICAL DATUM IS ASSUMED
-1 11=1 i I=1 11- 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
f -' -' "i REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS.
TP -1 LOCATION OF TEST
IL I iI I II I II 111-11' I I I PIT/PERC TEST 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH THE
SECTION A -A_
BUOYANCY CONTROL DETAIL
NOT To SCALE
a
EL.=98.97
29" U +�
(720 GALLONS) UJ Of
ro
w
M
y 77
ADJUSTED GROUNDWATER
ELEVATION = 94.77
INSTALL RISERS TO BRING
COVERS TO WITHIN 6" OF GRADE
0
2" THREADED UNION
2" BALL VALVE 1
I
STAINLESS STEEL LIFTING i
CHAIN OR CABLE 1
" WEEP HOLE I
I
2" CHECK VALVE 1
1
I
.- 2" SCH 40 PVC RISER PIPE
USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT. ALARM ON EL.=96.54
99.76 X EXISTING SPOT ELEVATION
HELICAL SOIL ANCHOR WITH 6" WIDE ANCHOR 7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION 4„ 1 i
AND 3/4" DIAMETER ROD. MINIMUM OCCURRING.
FH EXISTING FIRE HYDRANT
EMBEDMENT SHALL BE 48 (TYP. OF 4). PUMP ON EL.=96.21 1 I
8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE MYERS SRM4 4/10 HP
UP -0- EXISTING UTILITY POLE FIELD. THE ELEVATIONS OF ALL EXISTING SEWER INVERTS SHALL BE VERIFIED PRIOR TO THE o i PUMP OR APPROVED EQUAL
INSTALL OF ANY SYSTEM COMPONENTS. ANY DISCREPANCIES SHALL BE REPORTED TO THE Z w
N/F
PAUL T GISBOURNE
30 BLISCOTT AVE EX\S��NG
MAP/LOT 41/5SHOO
WATER NOTE: goo °3
WATER MAIN IN BLISCOTT AVE
LOCATED ON OPPOSITE SIDE OF X202 - F� X 101.05
STREET FROM #28 S l__; ' �/ 101.77
2" SCH 40 PVC FORCEMAIN 1 r /� 101.27
BENCHMARK TO BE SLEEVED R EITHER ` �,
SIDE OF WATER SERVICE i � • 101.04
V* 101
MAG NAIL SET lAl �2 GM /
ELEV.=100.00 _X''�
EXISTING FENCE (TYP.) UP/
100.23 /� W
101.17
W
o U1
® 1 00 2
) O
LIMIT OF OVERDIG ' 'vatrn
2:00 • o� 1 (�
LL Ce I o
C-' 0 0: 5 \ . 101.44+
^ Z I
�,.J 1rn
U
(Z O 101.28
\' PROPOSED 6 -OUTLET X00 03'
1 DIS7RIBU110N BOX
F....I • • • �' i � c� N' j
99.58 a PRbPOSED S.A.S. �6, N .7T
(8) CULTEC
C?NTACTOR 100
CHAMBERS
Z�
INSPEC ON PORT TO
WITHIN 3" OF RADE (TYP.) PROp�R
C+TIi`I
- - PROPOSED VENT Exlr+
( 100.20 `l ,I N G
� DwELPVE
99.58 I 2A 8�\Sco
101.24
2
101.19
® WG
EXISTING WATER GATE BOX
DESIGN ENGINEER IMMEDIATELY
5"
z
1
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
BOTTOM OF CHAMBER ELEV.=95.05
MAP/LOT 41/9
THRUST BLOCKS SHALL BE INSTALLED
12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS ON OCTOBER 14, 2018
BH
BULKHEAD
9. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO
R
0-
I
CHAMBER
DETAIL
BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS
PUMP OFF EL.=95.80
LEACHING CAPACITY = 61.6 FT. X 5.0 S.F./FT. = 308 S.F. (227.92
GPD)
CH
CHIMNEY
10. WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE
NOT TO SCALE
1
� GM
EXISTING GAS METER
INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE
o
0.75' W)
5 AROUND THE SYSTEM AND BROUGHT BACK TO THE APPROPRIATE ELEVATION WITH CLEAN 9 D I I
IN ACCORDANCE WITH 310 CMR 15.240 (5), THIS SYSTEM REQUIRES A DEED ESTRIC
THE DWELLING TO 2 BEDROOMS. IT IS REQUIRED THAT THIS DEED RESTRICTION BE RECORDED WITH
THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
DESIGN CALCULATIONS rG + ,t %vt Iii rtUr tIM-11"10114 �(if 41I,,IIlk . NINt;11�
EXISTING SOIL ABSORPTION SYSTEM
TO BE REMOVED �aYr,1Y, Uur lu `8t;itc nett t I„s�t •,.,tltic w+Adi.i6fc+i.
DESIGN FLOW t.yf'tjur"triter
PUMP CHAMBER BUOYANCY 110 GALLONS/DAY/BEDROOM X 2 BEDROOMS = 220 GALLONS/DAY mlty ffUpunc� tfb
RESTRAINTS (SEE DETAIL)°v€�tti►ailatit's N►ttliUr+3t+tuctur<<.iu„Itlttl .
TANK CAPACITY
200% DAILY FLOW = 440 GALLONS; USE EXISTING 1,000 GALLON TANK 1",'apn+filrt��h tf t t+'Fth '!9+ t+'+ rurEiir't LST K
REQUIRED LEACHING CAPACITY U, -'UK)i V
DESIGN PERC RATE = < 2 MIN/INCH
/
SAND PER MASSACHUSETTS 310 CMR 15.00 REGULATIONS.
N
220 GPD / 0.74 GALLONS PER DAY PER SQ. FT. = 297.30 SQ. FT.
LEACHING CAPACITY CALCULATIONS��-
LOADING CAPACITY/LF. (CULTEC 100) = 5.0 S.F. / L.F.
297.30 S.F. / 5.0 S.F./FT. = 59.46 FT. REQUIRED
2 CHAMBERS/ROW @ 7.4'/CHAMBER + 0.6' LENGTH ADJ./ROW = 15.4'/ROW
BEDROOM
THE STRUCTURE
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
BOTTOM OF CHAMBER ELEV.=95.05
MAP/LOT 41/9
THRUST BLOCKS SHALL BE INSTALLED
12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS ON OCTOBER 14, 2018
FORCEMAIN
16.5'±
PUMP CHAMBER
R
DEED RESTRICTION
PUMP
CHAMBER
DETAIL
JAMES R & MANF
ORIE S. MILLEN
FOOT
LEACHING CAPACITY = 61.6 FT. X 5.0 S.F./FT. = 308 S.F. (227.92
GPD)
VOLUME DOSED PER PUMPING CYCLE
27 FRANK BAKER ROAD
o
NOT TO SCALE
P LOT Al 10MA
R TION LIMITING
3.
EMERGENCY STORAGE
/'�
PUMP NOTES
IN ACCORDANCE WITH 310 CMR 15.240 (5), THIS SYSTEM REQUIRES A DEED ESTRIC
THE DWELLING TO 2 BEDROOMS. IT IS REQUIRED THAT THIS DEED RESTRICTION BE RECORDED WITH
THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
DESIGN CALCULATIONS rG + ,t %vt Iii rtUr tIM-11"10114 �(if 41I,,IIlk . NINt;11�
EXISTING SOIL ABSORPTION SYSTEM
TO BE REMOVED �aYr,1Y, Uur lu `8t;itc nett t I„s�t •,.,tltic w+Adi.i6fc+i.
DESIGN FLOW t.yf'tjur"triter
PUMP CHAMBER BUOYANCY 110 GALLONS/DAY/BEDROOM X 2 BEDROOMS = 220 GALLONS/DAY mlty ffUpunc� tfb
RESTRAINTS (SEE DETAIL)°v€�tti►ailatit's N►ttliUr+3t+tuctur<<.iu„Itlttl .
TANK CAPACITY
200% DAILY FLOW = 440 GALLONS; USE EXISTING 1,000 GALLON TANK 1",'apn+filrt��h tf t t+'Fth '!9+ t+'+ rurEiir't LST K
REQUIRED LEACHING CAPACITY U, -'UK)i V
DESIGN PERC RATE = < 2 MIN/INCH
/
Z
o
101.34 Q0
CL
N/F
DARRIN E. DUTY
21 FRANK BAKER ROAD
220 GPD / 0.74 GALLONS PER DAY PER SQ. FT. = 297.30 SQ. FT.
LEACHING CAPACITY CALCULATIONS��-
LOADING CAPACITY/LF. (CULTEC 100) = 5.0 S.F. / L.F.
297.30 S.F. / 5.0 S.F./FT. = 59.46 FT. REQUIRED
2 CHAMBERS/ROW @ 7.4'/CHAMBER + 0.6' LENGTH ADJ./ROW = 15.4'/ROW
BEDROOM
THE STRUCTURE
4117
k A+
MAP/LOT 41/9
THRUST BLOCKS SHALL BE INSTALLED
AT ALL BENDS IN THE
FORCEMAIN
16.5'±
PUMP CHAMBER
VOLUMES
15.4'/ROW 0 4 ROWS = 61.6 FT. PROVIDED
1.
10' MIN
cn
oPROVIDED
FOOT
LEACHING CAPACITY = 61.6 FT. X 5.0 S.F./FT. = 308 S.F. (227.92
GPD)
VOLUME DOSED PER PUMPING CYCLE
= 125 GALLONS OR
o
(DOSE + DRAIN BACK)
3.
EMERGENCY STORAGE
/'�
PUMP NOTES
0.75' W)
4.
DOSES PER DAY
PROPOSED PUMP CHAMBER
i
INFILTRATOR MODEL IM 1060
1. USE MYERS MODEL SRM4 4/10 HP PUMP OR APPROVED EQUAL
2. BOTH VISUAL AND AUDIO (AUDIBLE AND LIGHT) ALARMS ARE TO BE LOCATED WITHIN THE
DWELLING AND BE POWERED BY A SEPARATE CIRCUIT FROM THE PUMPS
EXISTING 1,000 1 / 3. ELECTRIC JUNCTION BOX SHALL BE EXPLOSION PROOF NEMA 4X AND SHALL BE LOCATED
GALLON PRECAST ' OUTSIDE THE PUMP CHAMBER IN A SEPARATE STRUCTURE. ALL ELECTRICAL CONNECTIONS
TANK (TO REMAIN) SHALL BE LOCATED OUTSIDE THE PUMP CHAMBER
x EXISTING DECK I
101.39 4. PUMP SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND TITLE
�--
MBH 5 REGULATIONS.
NTERING
LOT 17/17A
4,895 SQ. FT. t
0.11 ACRES f
N/F
LORRAINE FEDELE
24 BLISCOTT AVE
MAP/LOT 41/7
AS JINTI ��
O �lV)k''a.� ai
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Fao:
KITCHEN
BATHP
BEDROOM
LIVING ROOM
BEDROOM
5.
THE PUMP SHALL BE ABLE TO BE REMOVED FROM THE PUMP
CHAMBER WITHOUT I -
THE STRUCTURE
6.
THRUST BLOCKS SHALL BE INSTALLED
AT ALL BENDS IN THE
FORCEMAIN
PUMP CHAMBER
VOLUMES
1.
PUMP CHAMBER VOLUME
= 298 GALLONS PER
FOOT
2.
VOLUME DOSED PER PUMPING CYCLE
= 125 GALLONS OR
0.41' (5")
(DOSE + DRAIN BACK)
3.
EMERGENCY STORAGE
= 220 GALLONS OR
0.75' W)
4.
DOSES PER DAY
= 2
S.A.S. NOTES
EXISTING DECK
1. SOIL ABSORPTION SYSTEM SHALL BE (8) CULTEC 100 CONTACTOR UNITS. USE OF ANY OTHER
UNIT REQUIRES A PLAN REVISION AND APPROVAL FROM THE ENGINEER AND TOWN OF
FRONT YARMOUTH
F
2. CULTEC ROWS SHALL BE BE SPACED 42" ON CENTER LOOR PLAN
NOT TO SCALE f 3. UNITS SHALL BE COVERED WITH CULTEC 410 FILTER FABRIC AND BACKFILLED WITH CLEAN
SAND MEETING TITLE 5 SPECIFICATIONS
4. INSPECTION PORTS SHOWN SHALL BE BROUGHT TO WITHIN 3" OF GRADE.
IN HOUSE VARIANCES REQUESTED:
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO CELLAR WALL SHALL BE 20 FEET. SAS IS LOCATED ±13 FEET FROM
THE CELLAR WALL. A VARIANCE OF ±7 FEET IS REQUESTED.
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO PROPERTY LINE SHALL BE 10 FEET. SAS IS LOCATED ±7.4 FEET
FROM THE PROPERTY LINE. A VARIANCE OF ±2.6 FOOT IS REQUESTED.
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
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