HomeMy WebLinkAboutEngineered As-Built PlanLOCUS MAP
SCALE: N.T.S.
N/F SULLIVAN �
MAP 68 LOT 163
#342 LONG POND DRIVE
AS -BUILT
TIE DISTANCES
ST IN
ST 0
1
2
3
4
INSP PORT 5
INSP PORT 6
iRMBERT W. CROWELL P.E.
1 CERTIFY THAT THIS PLAN CONFORMS TO TITLE 5
AND THE YARMOUTH B.O.H. REGULATIONS.
PUMP TO BE EQUIPPED WITH AN ALARM LOCATED IN
THE BUILDING WHICH IS POWERED BY A CIRCUIT
SEPARATE FROM THE CIRCUIT TO THE PUMPS.
CHILD PROOF COVER
WATER TIGHT 24-30" DIA.
JUNCTION BOX ACCESS MH TOP OF FDN
21.2
-PVC ELECTRICAL PIPE FLOAT HANGER
2"TO 4"
TO PUMP CONTROLS XP%
IN BUILDING DETACHABLE FLANGE „
POLY PROPELENE
LIFTING LINE
EXISTING BUILDING SEWER M, PROP.1500 GAL 4"
SVC PIPE
f FLOAT SWITCHES 2" F• SEPTIC TANK (CH. 40)
-BRING RISERS TO WITHIN
6 OF GRADE AS REQUIRED
RISER AT OUTLET TEE TO
GRADE WITH SECURED COVER
INLET FROM PUMP_
CHAMBER (SEE DETAIL AA)
4" PVC PIPE
H �� 1/4"0 HOLE AT -8.7 MIN. SLOPE 6" MIN (SCH. 40) 4" PVC }'
11.0f N C INVERT OF PIPE .02 - z :, SCH 40
ALARM DETAIL AA 19.3 14" MIN. 01 OPE
4.25 ON 18 7 18 45 0.67'
BRING RISER TO WITHIN
6" OF GRADE
INSPECTION PORT CHARCOAL
..�. , r
FINISHED �
2' x GRADE 27 MIN. SLOPE
LEVEL
- PROVIDE 114 C.Y. OF Nl
1
CONCRETE TO FORM SLOPED 4 o OFF ZABEL FILTER � vo wor yo
BOTTOM AND PUMP SUMP /
WITHIN EXISTING TANK 6.8f USE MEYERS SRM4 4/10 HP SANITARY TEE PPO grvorQ�0 .00
\ SUBMERSIBLE SEWAGE PUMP, 2" SUPPORT LEG ' 0 0 0 0 0 0 0 0
�vprwprypr♦ 0-�vprw rV O'vprw
30" SOLIDS HANDLING CAPABILITY "o_ gro,,�r4„�o,' gr0 o Q�,00e0o g9v 46' V
25.5 �0 00 o a0 000 0o a o 000 00
EXISTING 1,000 GAL SEPTIC TANK
Ij
EXISTING TANK TO BE CONVERTED FOR USE 6" CRUSHED STONE
AS A PUMP CHAMBER. PUMP AND CLEAN
TANK. REMOVE EXISTING INLET AND OUTLET PROP. 1500 GALLON
TEES. PROVIDE WATERTIGHT SEAL BETWEEN 2" SEPTIC TANK D -BOX
DISCHARGE PIPE TANK. REMOVE EXISTING 4" 7 -OUTLETS
DISCHARGE PIPE AND PROVIDE WATERTIGHT (NEW TANK AT FRONT OF HOUSE)
I PLUG AT EXISTING OPENING. 2 -PLUGGED
syFo ,:
, r AN ELECTRICAL PERMIT IS REQUIRED
.. LONG POND
(GREAT POND)
12" i POND ELEVATION 11/30/16
8.2 FT
i
LONG POND, DRI VE
I
(PUBLIC - 40' WIDE)
CB DH (FND)
BENCH MARK
TOP OF CB
ELEV=24.48
APPROX. M.S.L.
36.
Q
71
Z
PUMP ALARM
/LOCA noN
N/F WISNIEWSKI
MAP 68 LOT 165
,320 LONG POND DRIVE
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
PUMP FLOW CALCULATIONS
PUMPEO VaUME=99 GAL
DRAINBACK VOLUME=24 GAL
NET FORWARD FLOW=99 GAL -24 GAL=75 GAL
CYCLES PER DAY = 220 GPD/75 GAL = 3 CYCLES PER DAY
PUMP HEAD CALCULATIONS
STATIC HEAD = 18.7'-7.5'=11.2'
PUMP RATE = 33 GPM
FRICTION LOSS = 2.8 FT
TDH= 11.2+2.8=14 FT
PUMP CHAMBER RESERVE CAPACITY (VOLUME & TIME)
RESERVE CAPACITY AFTER ALARM =
2.25'x4'x8'x7.48 GAL/CF = 539 GAL
625 GAL- 220 GPD = 2.8 DAYS RESERVE CAPACITY
PUMP CHAMBER
- 1000 GAL SEPTIC TANK
W/RISER TO GRADE ACCESSING PUMP
- MUST BE MADE WATER TIGHT
PUMP
USE MEYERS SRM4 SEWAGE PUMP OR EQUAL
4/10 HP
HANDLE 2" 0 SOLIDS
RUN TIME PER PUMP CYCLE
99, GAL/33 GPM ='3 MIN
CONTROL PANEL REQUIREMENTS
SIMPLEX CONTROLLER WITH ALARM, MUST BE INSIDE BLDG
- OFF -AUTO -ON SWITCH (MINIMUM 3 SWITCH SYSTEM)
- ALARM WITH LIGHT AND BUZZER/BELL
- ALARM SILENCE BUTTON MUST BE OUTSIDE
- ALARM TEST SWITCH
- ALARM ON SEPARATE CIRCUIT FROM PUMP
FORCE MAIN
- 2" 0 P.E. PIPE OR SCH. 40 PVC
- FORCE MAIN TO HAVE AN UPWARD SLOPE (NO -SAGS) FROM
PUMP CHAMBER TO D=BOX W DRAIN BACK CAPABILITY.
PUMP CHAMBER BUOANCY CALCULATION
TANK BASE ELEV=6.2 FT GROUNDWATER ELEV=10.5 FT
SUBMERGED DEPTH=10.5 FT -6.2 FT=4.3 FT
BUOYANT FORCE=4.3 FTx4.5 FTx8.5 FTx62.5 LB/CF=10280 LB
TANK WEIGHT=8750 LB
CONC. BALAST WEIGHT=0.5 CYx27 CF/CYx10 LB/CF=1890 LB
SOIL COVER =4.5 FTx8.5 FTx 0.5 FTx 110 LB/CF=2100 LB
TOTAL WEIGHT=8750 LB+1809 LB+2100 LB=12740 LB
NET FORCE=12740 LB -10280 LB=2460 LB DOWN
.60
16.37
x '
SRI ES 42.34'
40-QUICK4 STANDARD INFILTRATORS
LEACH I N FIELD
12" MIN. COVER
LEACHING FIELD
X -SECTION
PLAN& PROFILE 1. OWNS 114 uSE MURIEL E•WELDON TRUSTEE 2. DEED REFERENCE: BK 21101
w
SOIL TE � T DATA
vl
J
TP N 0. 1
d
w
o-
0"
O
w 30"
LOCAL UPGRADE APPROVAL REQUEST
ALLOW THE MAXIMUM COVER OVER THE SAS TO GO FROM 3 FEET
TO 4.8fFT. THE VENT WILL MAKE THIS SYSTEM WORK FINE.
i
CONS TRUC TION NOTES
1. PUMP EXISTING CESSPOOLS, REMOVE OR CRUSH & FILL W/GRAVEL
2. PLACE NEW TANK & INSTALL A100 ZABEL'FILTER W/SUPPORT LEG
J. EXCAVATE FOR SAS
INSPECTION SCHEDULE
B. 0. H. TO INSPECT STONE BENEA TH SEP TIC TANK.
BO TTOM OF EXCA VA TION INSPEC TION TO BE WI TNESSED B Y B. 0. H. & ENGINEER
B.O.H. TO INSPECT TANKS, DBOX, AND SAS PIPING.
ENGINEER TO INSPECT AND CERTIFY PIPE INVERTS AND COMPONENTS, AND
PREPARE AN AS -BUILT PLAN.
38"
46"
123"
PERFORMED BY:!
--
-- 42.3 32.6
23.6
38.0
36.0
22.7
44.4
34.2
34.7
45.4
23.2
33.8
41.7
28.9
iRMBERT W. CROWELL P.E.
1 CERTIFY THAT THIS PLAN CONFORMS TO TITLE 5
AND THE YARMOUTH B.O.H. REGULATIONS.
PUMP TO BE EQUIPPED WITH AN ALARM LOCATED IN
THE BUILDING WHICH IS POWERED BY A CIRCUIT
SEPARATE FROM THE CIRCUIT TO THE PUMPS.
CHILD PROOF COVER
WATER TIGHT 24-30" DIA.
JUNCTION BOX ACCESS MH TOP OF FDN
21.2
-PVC ELECTRICAL PIPE FLOAT HANGER
2"TO 4"
TO PUMP CONTROLS XP%
IN BUILDING DETACHABLE FLANGE „
POLY PROPELENE
LIFTING LINE
EXISTING BUILDING SEWER M, PROP.1500 GAL 4"
SVC PIPE
f FLOAT SWITCHES 2" F• SEPTIC TANK (CH. 40)
-BRING RISERS TO WITHIN
6 OF GRADE AS REQUIRED
RISER AT OUTLET TEE TO
GRADE WITH SECURED COVER
INLET FROM PUMP_
CHAMBER (SEE DETAIL AA)
4" PVC PIPE
H �� 1/4"0 HOLE AT -8.7 MIN. SLOPE 6" MIN (SCH. 40) 4" PVC }'
11.0f N C INVERT OF PIPE .02 - z :, SCH 40
ALARM DETAIL AA 19.3 14" MIN. 01 OPE
4.25 ON 18 7 18 45 0.67'
BRING RISER TO WITHIN
6" OF GRADE
INSPECTION PORT CHARCOAL
..�. , r
FINISHED �
2' x GRADE 27 MIN. SLOPE
LEVEL
- PROVIDE 114 C.Y. OF Nl
1
CONCRETE TO FORM SLOPED 4 o OFF ZABEL FILTER � vo wor yo
BOTTOM AND PUMP SUMP /
WITHIN EXISTING TANK 6.8f USE MEYERS SRM4 4/10 HP SANITARY TEE PPO grvorQ�0 .00
\ SUBMERSIBLE SEWAGE PUMP, 2" SUPPORT LEG ' 0 0 0 0 0 0 0 0
�vprwprypr♦ 0-�vprw rV O'vprw
30" SOLIDS HANDLING CAPABILITY "o_ gro,,�r4„�o,' gr0 o Q�,00e0o g9v 46' V
25.5 �0 00 o a0 000 0o a o 000 00
EXISTING 1,000 GAL SEPTIC TANK
Ij
EXISTING TANK TO BE CONVERTED FOR USE 6" CRUSHED STONE
AS A PUMP CHAMBER. PUMP AND CLEAN
TANK. REMOVE EXISTING INLET AND OUTLET PROP. 1500 GALLON
TEES. PROVIDE WATERTIGHT SEAL BETWEEN 2" SEPTIC TANK D -BOX
DISCHARGE PIPE TANK. REMOVE EXISTING 4" 7 -OUTLETS
DISCHARGE PIPE AND PROVIDE WATERTIGHT (NEW TANK AT FRONT OF HOUSE)
I PLUG AT EXISTING OPENING. 2 -PLUGGED
syFo ,:
, r AN ELECTRICAL PERMIT IS REQUIRED
.. LONG POND
(GREAT POND)
12" i POND ELEVATION 11/30/16
8.2 FT
i
LONG POND, DRI VE
I
(PUBLIC - 40' WIDE)
CB DH (FND)
BENCH MARK
TOP OF CB
ELEV=24.48
APPROX. M.S.L.
36.
Q
71
Z
PUMP ALARM
/LOCA noN
N/F WISNIEWSKI
MAP 68 LOT 165
,320 LONG POND DRIVE
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
PUMP FLOW CALCULATIONS
PUMPEO VaUME=99 GAL
DRAINBACK VOLUME=24 GAL
NET FORWARD FLOW=99 GAL -24 GAL=75 GAL
CYCLES PER DAY = 220 GPD/75 GAL = 3 CYCLES PER DAY
PUMP HEAD CALCULATIONS
STATIC HEAD = 18.7'-7.5'=11.2'
PUMP RATE = 33 GPM
FRICTION LOSS = 2.8 FT
TDH= 11.2+2.8=14 FT
PUMP CHAMBER RESERVE CAPACITY (VOLUME & TIME)
RESERVE CAPACITY AFTER ALARM =
2.25'x4'x8'x7.48 GAL/CF = 539 GAL
625 GAL- 220 GPD = 2.8 DAYS RESERVE CAPACITY
PUMP CHAMBER
- 1000 GAL SEPTIC TANK
W/RISER TO GRADE ACCESSING PUMP
- MUST BE MADE WATER TIGHT
PUMP
USE MEYERS SRM4 SEWAGE PUMP OR EQUAL
4/10 HP
HANDLE 2" 0 SOLIDS
RUN TIME PER PUMP CYCLE
99, GAL/33 GPM ='3 MIN
CONTROL PANEL REQUIREMENTS
SIMPLEX CONTROLLER WITH ALARM, MUST BE INSIDE BLDG
- OFF -AUTO -ON SWITCH (MINIMUM 3 SWITCH SYSTEM)
- ALARM WITH LIGHT AND BUZZER/BELL
- ALARM SILENCE BUTTON MUST BE OUTSIDE
- ALARM TEST SWITCH
- ALARM ON SEPARATE CIRCUIT FROM PUMP
FORCE MAIN
- 2" 0 P.E. PIPE OR SCH. 40 PVC
- FORCE MAIN TO HAVE AN UPWARD SLOPE (NO -SAGS) FROM
PUMP CHAMBER TO D=BOX W DRAIN BACK CAPABILITY.
PUMP CHAMBER BUOANCY CALCULATION
TANK BASE ELEV=6.2 FT GROUNDWATER ELEV=10.5 FT
SUBMERGED DEPTH=10.5 FT -6.2 FT=4.3 FT
BUOYANT FORCE=4.3 FTx4.5 FTx8.5 FTx62.5 LB/CF=10280 LB
TANK WEIGHT=8750 LB
CONC. BALAST WEIGHT=0.5 CYx27 CF/CYx10 LB/CF=1890 LB
SOIL COVER =4.5 FTx8.5 FTx 0.5 FTx 110 LB/CF=2100 LB
TOTAL WEIGHT=8750 LB+1809 LB+2100 LB=12740 LB
NET FORCE=12740 LB -10280 LB=2460 LB DOWN
.60
16.37
x '
SRI ES 42.34'
40-QUICK4 STANDARD INFILTRATORS
LEACH I N FIELD
12" MIN. COVER
LEACHING FIELD
X -SECTION
PLAN& PROFILE 1. OWNS 114 uSE MURIEL E•WELDON TRUSTEE 2. DEED REFERENCE: BK 21101
w
SOIL TE � T DATA
vl
J
TP N 0. 1
d
w
o-
0"
O
w 30"
LOCAL UPGRADE APPROVAL REQUEST
ALLOW THE MAXIMUM COVER OVER THE SAS TO GO FROM 3 FEET
TO 4.8fFT. THE VENT WILL MAKE THIS SYSTEM WORK FINE.
i
CONS TRUC TION NOTES
1. PUMP EXISTING CESSPOOLS, REMOVE OR CRUSH & FILL W/GRAVEL
2. PLACE NEW TANK & INSTALL A100 ZABEL'FILTER W/SUPPORT LEG
J. EXCAVATE FOR SAS
INSPECTION SCHEDULE
B. 0. H. TO INSPECT STONE BENEA TH SEP TIC TANK.
BO TTOM OF EXCA VA TION INSPEC TION TO BE WI TNESSED B Y B. 0. H. & ENGINEER
B.O.H. TO INSPECT TANKS, DBOX, AND SAS PIPING.
ENGINEER TO INSPECT AND CERTIFY PIPE INVERTS AND COMPONENTS, AND
PREPARE AN AS -BUILT PLAN.
38"
46"
123"
NO GROUND WATER ENCOUNTERED
FERC TESTS
PERFORMED BY:!
!SOIL
DEPTH
3.
SOIL
SOIL
4.
SOIL
21.20
HOR.
TEXTURE
COLOR
MOTTLING
OTHER
FILL
--
THERE ARE NO KNOWN WETLANDS WITHIN 100' OF THE PROPOSED
I --
NO
MOTTLINGVERY
SEWAGE ABSORPTION SYSTEM.
.Ab
.SANDY LOAM
1 OYR4/1
VERY FINE
Bb-
.SANDY LOAM
10YR5/8
FINE
C
COARSE SAND
2 5Y6/8
SIN IOSE AIN
16.70
9.
THIS PROPERTY FALLS WITHIN A ZONE II WELL PROTECTION AREA,
21,0
16.37
NO GROUND WATER ENCOUNTERED
FERC TESTS
PERC #
PERFORMED BY:!
PG 278
DEPTH
3.
ASSESSORS: MAP 68 LOT 164
11-30-16
4.
RC ZONE, AQUIFER PROTECTION OVERLAY DISTRICT
21.20
5.
THIS LOT DOES NOT FALL IN A FLOOD PLAIN AS SHOWN ON
S.R.PHINNEY
ROBERT CROWELL
19.30
COMMUNITY PANEL NO. 25001CO587J 07-16-2014.
2 MPI
6.
THERE ARE NO KNOWN WETLANDS WITHIN 100' OF THE PROPOSED
AMY von HONE ,
111-30-161
SEWAGE ABSORPTION SYSTEM.
18.45
7.
THERE ARE NO KNOWN POTABLE WELLS LOCATED WITHIN 200' OF THE
D -BOX INLET
16.77
PROPOSED LEACHING FACILITY.
GARBAGE GRINDER NOT ALLOWED
8.
THERE ARE NO KNOWN IRRIGATION WELLS LOCATED WITHIN, 200' OF
17.04
DESIGN PERC RATE: 2 MPI
THE PROPOSED LEACHING FACILITY.
16.70
9.
THIS PROPERTY FALLS WITHIN A ZONE II WELL PROTECTION AREA,
21,0
16.37
AS SHOWN ON DEP-TITLE V SETBACK AREAS MAP.
MIN. LEACHING AREA= 550 GPD/0.74 GPD/SF= 743 SF
10.
THIS DESIGN DOES REQUIRE VARIANCES TO TITLE 5 (310 CMR 15.00)
18,5
LEACHING AREA:
OR THE YARMOUTH SUPPLEMENTAL REGULATIONS.
5.2' .
11.
TOPOGRAPHIC DETAIL, NATURAL AND MAN MADE SURFACE FEATURES
ADJUSTED GROUNDWATER
10.50
ARE BASED ON AN ON GROUND SURVEY BY S.R.PHINNEY & CROWELL
17 8
ENGINEERING.
12.
THERE ARE NO EASEMENTS FOR THIS PROPERTY.
16.8
13.
ALL SYSTEM COMPONENTS SHALL BE MARKED WITH 1" WASHERS.,
10.8
TOTAL LEACHING AREA=
GENERAL NOTES
1.
ALL ELEVATIONS REFER TO AN ASSUMED BENCH MARK (APPROX. NGVD) SEE
PLAN FOR LOCATIONS
PERC #
PERFORMED BY:!
DATE
DEPTH
RATE
--
11-30-16
WITNESSED BY:
TOP OF FOUNDATION
21.20
21.20
1
S.R.PHINNEY
ROBERT CROWELL
19.30
46"
2 MPI
SEPTIC TANK INLET
18.70
AMY von HONE ,
111-30-161
OUTLET
18.45
DEEP HOLES
TEST PIT #
PERFORMED BY:
DATE
1
WITNESSED BY:
1
S.R. PH NNEY
11-30-16
AMY voin HONE
THE CORRECTION FOR THE
GROUNDWATER IS 2.3 FEET.
THE POND ELUEVATION WAS
8.2 FEET.
8.2-I-2.3=70.5
GROUNDWATER ELEVATION
fSUNROOM
I
I
MASTER B£DRM LIVING RM FAM/LY RM
KITCHEN GARAGE
FRONT
ENTRY
BATH
RM BED TRM j
i
FIRST FLOOR
1
ARM GAME RM CARD ROOM UTILITY
RM
BAR STORAGE
DESIGN DATA
ELEVATIONS
DESIGN
AS -BUILT
SINGLE FAMILY RESIDENCE
TOP OF FOUNDATION
21.20
21.20
EXISTING 5 -BEDROOM
INV @ FOUNDATION
19.30
19.30
5 -BEDROOM DESIGN
SEPTIC TANK INLET
18.70
18.20
DESIGN FLOW 5 x 110 GPD/BDRM = 550 GPD
OUTLET
18.45
17.95
550 GPD x 200% =1100 GAL USE 1500 GAL TANK
D -BOX INLET
16.77
17.21
GARBAGE GRINDER NOT ALLOWED
OUTLET
16.60
17.04
DESIGN PERC RATE: 2 MPI
TOP OF CHAMBER
16.70
17.16
CLASS I SOIL TYPE, LTAR = 0.74 GPD/SF
INV @ INFILTRATOR
16.37
16.83
MIN. LEACHING AREA= 550 GPD/0.74 GPD/SF= 743 SF
BOTTOM OF CHAMBER,',,
15.70
16.16
LEACHING AREA:
GROUNDWATER SEPERATION
5.2' .
5.66'
USING INFILTRATOR QUIK4'S
ADJUSTED GROUNDWATER
10.50
10.50
743 SF/4.72 SF/LF= 157.5 FT
157.5 FT/4FT/UNIT = 39.4 UNITS
USE 5 -ROWS OF 8 = 40 UNITS
TOTAL LEACHING AREA=
40 UNITS x 4 FT x 4.72 SF/FT=755 S.F.
LEACHING RATE= 755 S.F. x 0.74 GPD/SF=558 GPD
BASEMENT
FLOOR PLANS
I
JUN' 2 8'2017
HEALTH DEPS
f
i
2. ALL CONSTRUCTION SHALL CONFORM TO 310 CMR 15.00, TITLE V AND THE
REGULATIONS OF THE YARMOUTH BOARD OF HEALTH.
3. THIS PLAN DOES NOT WARRANT OR IMPLY ANY SUBSURFACE SOIL
CONDITIONS OTHER THAN THOSE OBSERVED AT THE IMMEDIATE TEST PIT
LOCATIONS. IF UNSUITABLE MATERIAL IS ENCOUNTERED, ALL CONSTRUCTION
SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
4. ALL TANKS, D -BOXES, AND CHAMBERS SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED STABLE BASE OF CRUSHED STONE. 5.
IF THE D -BOX IS DOSED OR THE INLET SLOPE EXCEEDS 87a, AN INLET TEE
SHALL BE REQUIRED.
6. AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED TO
MINIMIZE EROSION. THE AREA OVER THE SYSTEM SHALL BE GRADED TO A
MINIMUM OF 2% SLOPE TO PROVIDE POSITIVE SURFACE DRAINAGE.
7. THIS PLAN SHALL, NOT BE USED FOR THE REPRODUCTION OF PROPERTY
LINES, NOR SHALL IT BE USED' AS A MORTGAGE PLOT PLAN OR TITLE
SURVEY. CONFORMANCE TO LOCAL BYLAWS SHALL BE DETERMINED BY THE
OWNER PRIOR TO CONSTRUCTION.
8. THE OWNER IS RESPONSIBLE FOR THE DETERMINATION OF THE LOCATIONS
OF ALL BURIED UTILITIES.
9. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT
LEAST ONCE A YEAR AND PUMPED WHEN THE TOTAL DEPTH OF SOLIDS
EXCEEDS 1/4 THE LIQUID DEPTH OF THE TANK.
10. ANY ALTERATIONS MUST BE REPORTED TO THE DESIGN ENGINEER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
11. THE SYSTEM MUST BE INSPECTED BY THE BOARD OF HEALTH OR ITS
AGENT AND BE CERTIFIED BY THE DESIGN ENGINEER.
12. NO STRUCTURE MAY BE CONSTRUCTED OVER THE RESERVE AREA.
13. CONSERVATION COMMISSION APPROVAL MAY BE REQUIRED.
14. THE SYSTEM SHALL BE VENTED AS SHOWN.
15. SEE 310 CMR 15.255 FOR FILL SPECIFICATIONS. SEE 310 CMR 15.247 FOR
AGGREGATE SPECIFICATIONS.
BOARD OF HEALTH CONDITIONS
1. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL MEET THE APPLICABLE TITLE
5 WETLANDS SETBACKS AS SET FORTH BY THE HEALTH DEPARTMENT.
2. A "WORK LIMIT" LINE SHALL BE ESTABLISHED WITH EROSION CONTROLS (LE
STRAW BALES, STAKED FILTER FABRIC, BARK MULCH, "SILT SACKS," PRODUCTS
MADE WITH RICE STRAW, AND OTHER WEED -FREE PRODUCTS OR APPROVED BY
THE COMMISSION.) HAY BALES ARE NOT ALLOWED. IT IS THE APPLICANT'S
RESPONSIBILITY TO IMPLEMENT AND MAINTAIN APPROPRIATE AND ADEQUATE
EROSION CONTROLS MEASURES THROUGHOUT THE CONSTRUCTION PROCESS.
3. NO WORK OF ANY KIND SHALL OCCUR ON THE RESOURCE AREA SIDE OF THE
WORK LIMIT LINE. THIS LINE SHALL BE ESTABLISHED PRIOR TO ANY
CONSTRUCTION OR WORK.
4. ALL IMPORTED FILL SHALL BE CLEAN AND NOT CONTAIN ANY FOREIGN DEBRIS
SUCH AS CEMENT, BITUMINOUS CONCRETE, RUBBER, METAL, TRASH, -BOULDERS,----
ETC.
BOULDERS,- --ETC.
5. DEBRIS, INCLUDING LITTER, SHALL BE PICKED UP IMMEDIATELY. ANY EXCESS
MATERIAL THAT IS EXCAVATED FROM THE JOB SITE SHALL BE DISPOSED OF AT
A LOCATION APPROVED BY THE CONSERVATION ADMINISTRATOR OR IN A
COVERED DUMPSTER. NO DEBRIS SHALL BE ALLOWED IN A WETLAND OR
WATERWAY.
6. WASHING OF EQUIPMENT/TOOLS SHALL BE DONE OFF-SITE OR HANDLED IN A
MANNER APPROPRIATE BY THE CONSERVATION ADMINISTRATOR.
7. NO EQUIPMENT SHALL BE REFUELED, NOR SHALL FUEL BE STORED WITHIN 100
FEET OF A RESOURCE AREA.
8. THE CESSPOOL IS TO BE PUMPED DRY, THE CONNECTION BROKEN, AND FILLED
WITH CLEAN SAND.
9. ANY AREA THAT IS DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED
IMMEDIATELY OR AS SOON AFTER AS THE GROWING SEASON COMMENCES.
PERMANENT STABILIZATION SHALL BE CARRIED OUT IN ORDER TO MINIMIZE
EROSION.
THIS DOCUMENT HAS BEEN PROVIDED TO THE CLIENT WITH CERTAIN CAVEATS
AND VERBAL WARNINGS CONCERNING ITS USE AND RELIABILITY. THIS DOCUMENT
WAS INTENDED FOR A SPECIFIC USE DURING A SPECIFIC TIME PERIOD. IF THIS
DOCUMENT IS IN THE POSSESSION OF ANY PERSON THAN THE CLIENT OR ITS
AUTHORIZED AGENT, THE SEAL, SIGNATURE, AND CERTIFICATION ARE REVOKED.
RELIANCE ON THE DOCUMENT BY ANY PERSON AFTER DEC 2018 COULD LEAD TO
SERIOUS DAMAGES OR UNEXPECTED CONSEQUENCES.