2010-153 -AO%i TOWN OFQ UEENSBURY
Fw!
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20100153 Date Issued: Tuesday, December 11, 2012
This is to certify that work requested to be done as shown by Permit Number P20100153
has been completed.
Tax Map Number: 523400-239-015-0001-012-000-0000
Location: 10 CROOKED TREE Dr
Owner: CROOKED TREE POINT LLC
Applicant: BARRIE & MARK HANDELMAN TRUSTEES
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
(''3property owner of the responsibility for compliance with Site Plan, 4
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforc� ent
Planning Board or Zoning Board of Appeals.
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No....,u ma- Cert. N° 10244 Cut-in Card No.
Owner t�� N 1"yD im
Location ���L �. 1 t ` .3 tC fgr;l
Installation Consisting of...2 5 . ' PP f (11-4/
. P nzv4-=13
Installed By C1/ e: Lic.No.
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of maki in ections at any time, and if its
rules are violated,the Company shall have the right to r o this c icate.
Date -3--/r INSPECTOR
Member N.F.P.A..I.A.E.I.
10 ("
Septic Inspection Report
Office No. (518) 761-8256 Date Inspectionrauest received:
Queensbury Building &Code Enforcement Arrive: �, am/p part: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspectr s In ials:
NAME: tka 41 CSC-IAk A-4/ PERMIT NO.: /C.
LOCATION: �'j L INSPECT ON: CPI ( 10
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft. A/W � !
Wells ration distance epa d sta ce ft.
Other wells: _ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: l0 CE r S
x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: _Y N
End Cap _Y_N
Inlet/Outlet Pipes &Baffles _Y N
Location/ Separations
Foundation to tank ft.
Foundation to absorption _ ft.
Separation of Pits
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N 6 1 t Cwe, . /46-A T SPR
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
proved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
JO
Septic Inspection Report
Office No. (518) 761-8256 Date Inspecliio equest received:
Queensbury Building &Code Enforcement Arrive: /�, g m/p ,Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspe " Initials: f��-�'
NAME: i- At/t)D(.6*fN PERMIT NO.: Ze'/1/4D��
LOCATION: N-7-- 61 1-- INSPECT ON: 5` 21 !ID
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft. ,644 - G'YF-/Z--6 L ---C.,
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length Ai /L .
Length of each trench ' fr' pj j /1_1--
Depth
L1--Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Siz /it Type
Building to tank �1 . ....10K 'f(-) ��COO&R �,F},�
�l
Tank to Distribution Box r>/
Distribution Box to Field / Pit 'o
Opening Sealed: N
End Cap —7Y N
Inlet/Outlet Pipes &Baffles V_ N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits _ _ ft.
Conforms as per Plot Plan —Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
pproved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspectior, uest received:
Queensbury Building &Code Enforcement Arrive: i'L amry rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspectdl's In • Is: l`�a
t.1`J�LA - J.N.tcr
NAME: PERMIT NO.: /® /
LOCATION: 1-- INSPECT ON: .5 Z 5 1 l t>
RECHECK: /
Comments and/or diagram
Soil Ty., • Loam/ 'ay PL.A.-0-,-,-
Type of Wa er: Municipa Well Wa,- --) ,
Waterline separation distan.- ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length /�/`C < /4 ____ F/4-<--
Length of each trench �, ft•
Depth of trenches k ft.
Size of Stone C�c_J -A) I y 4 ,
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: Y/ N/ Partial
End Cap
Inlet/Outlet Pipes&Baffles __--_Y_N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft
Conforms as per Plot Plan —Y 4/4 -dJ� 4,,,r- 646 . /W614
Engineer Report and As-Built Y // > r
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear d 0-1-1'l 4 t•D _
System Use Status:
proved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
f '100
N AA
• 1`
Happy Family
' p 91lJ �•4t
/� ,r:
It ry
+
f 41
l ?
4k.
SITE LOCATION MAP
SCALE: 1" = 2,000'
REPLACEMENT WASTEWATER SYSTEM BASIS OF DESIGN
REGULATORY AUTHORITY.- TOWN OF QUEENSBURY
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (70NYCRR
APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEM.
TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE
DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS
PROJECT OESCRIPTIONk THE EXISTING WASTEWATER SYSTEM SERVING THE
HANDELMAN RESIDENCE ON RT. 9L /N THE TOWN OF QUEENSBURY /S 40± YEARS
IN AGE AND IT IS THE APPLICANT'S INTENT TO REPLACE THE EXISTING SYSTEM
WITH ONE THAT /S COMPLIANT WITH CURRENT STANDARDS. THIS PLAN
PROPOSES A NEW REPLACEMENT WASTEWATER SYSTEM TO SERVE THE EXISTING
HOUSE. THE PROPOSED SYSTEM WILL CONSIST OF A NEW SEPTIC TANK WITH
EFFLUENT FILTER, A PUMP PIT WITH A DUPLEX PUMP ASSEMBLY AND AN
ABSORPTION FIELD AREA USING ELJEN GSF TECHNOLOGY.
SOILS ANALYSIS: DEEP TEST PITS WERE EXCAVATED AND OBSERVED BY DENNIS
MacELROY, PE ON APRIL 1, 2070. SOILS INVESTIGATIONS IN THE AREA OF THE
PROPOSED ABSORPTION FIELD FOUND A SANDY TO SILT LOAM TO A DEPTH OF
ENCOUNTERING LEDGE AT 39" TO 61".
THE PERCOLA TION RA TE OF THE EXISTING SAND Y/SIL TY LOAM SOIL /S IN THE 27
- 29 MINUTE/INCH DESIGN RANGE.
WATER SUPPLY.' THE CURRENT WATER SUPPLY SERVING THIS LOT IS LAKE
WATER DRAWN FROM LAKE GEORGE. THE PROPOSED WASTEWATER SYSTEM IS IN
CONFORMANCE WITH THE SEPARATION DISTANCE TO ALL NEIGHBORING
PROPERTIES' WATER SUPPLIES.
PROJECTED FLOW RATE: THE EXISTING RESIDENCE IS A FOUR BEDROOM
PRE -1980 STRUCTURE WITH UPGRADES TO PLUMBING FIXTURES (POST 1992). A
DESIGN FLOW RATE OF 170 GALLONS PER BEDROOM OR 440 GALLONS PER DAY
(gpd) HAS BEEN USED FOR THIS REPLACEMENT SYSTEM DESIGN.
THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS
ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOW RATE MUST BE
INCLUDED /N THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF A
NEW HOUSE DESIGN.
SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE /S
1250 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS A 1500 (MIN)
GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY
UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE
OUTLET.
THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOK
PLASTIC COMPONENTS OR EQUAL (22" MIN.).
EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK PL -122 OR EQUAL, SHALL BE
INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK.
EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL FLOW
TO A PRECAST CONCRETE PUMP PIT - 1000 GALLON (MIN.) , BY UTOPIA
ENTERPRISES OR EQUAL, HOUSING A DUPLEX PUMP ASSEMBLY AND CONTROLS
FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE GOULD
MODEL 3885 OR EQUAL, CAPABLE OF 15 GPM AT A TDH OF 20 FEET (MIN). THE
DISCHARGE PIPING WITHIN THE TANK SHALL INCLUDE A 'QUARTER TURN' VALVE
TO SERVE AS A SELF -DRAINING DEVICE FOR THE FORCE MAIN.
THE CONTROL PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE
LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE (OR GARAGE). THE
ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL TD OR EQUAL SHALL
INCLUDE A TIMED DOSE (3 TO 4 HOURS PER CYCLE) WHICH DELIVERS A DOSING
VOLUME OF APPROXIMATELY 959" OF THE PIPING CAPACITY. THE 'TIMED
CONTROLS' WILL BE SETUP AT THE TIME OF SYSTEM START-UP BY THE
CONTRACTOR IN COORDINATION WITH THE DESIGN ENGINEER. THE CONTROLS
SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SERVE AS 'TIMER ENABLER,
ALARM/LAG PUMP ENABLER AND TIMER OVER -RIDE'.
THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK PLASTIC COMPONENTS (22"
MIN.) OR EQUAL. THE DUPLEX PUMP SYSTEM SHALL BE INSTALLED TO LINE UP
WITH THE TANK ACCESS FOR EASE OF REMOVAL. THE PUMP PIT SHALL BE
VENTED BACK TO THE HOUSE STACK.
FORCE MAIN: THE FORCE MAIN PIPING SHALL BE 7 - " HDPE PIPE INSTALLED TO
THE DISTRIBUTION BOX AT THE FIELD AREA. THE FORCE MAIN SHALL BE
INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO SELF -DRAIN BACK TO THE
PUMP PIT. THE FORCE MAIN SHALL ENLARGE TO A 4" PVC PIPE AT LEAST 4'
OUTSIDE THE D -BOX.
DISTRIBUTION BOX: THE D -BOX SHALL BE A PRECAST CONCRETE BOX BY
UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE PROVIDED FOR USE
IN EACH PIPE INVERT. THE INLET TO THE D -BOX SHALL BE A 4" PVC PIPE (4'
MIN.) WHICH RECEIVES FLOW FROM THE FORCE MAIN PIPE.
ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A SHALLOW
ABSORPTION BED CONFIGURATION USING ELJEN GSF, TYPE 'B' UNITS. THERE
SHALL BE THREE LATERALS, EACH OF 44 LF, PROVIDING A TOTAL OF 132 LF FOR
THE FOUR BEDROOM SYSTEM. SOME FILL SOIL (QUEENSBURY 'RED DIRT')
SHALL BE USED AS NEEDED TO PROVIDE A LEVEL FOUNDATION FOR THE BED
AREA. THE SURFACE OF THE NATIVE SOILS SHALL BE PREPARED BY REMOVING
THE ORGANIC LAYER AND THEN PLOWED/TILLED FOR PLACEMENT OF THE FILL
SOIL/CONCRETE SAND. THE AREA OF THE DISPOSAL FIELD SHALL BE
APPROXIMATELY 75' X 46'. COVER MATERIAL WILL EXTEND AT 3 ON 1 SLOPES
TO MATCH TO ORIGINAL GRADE. A DIVERSION SWALE SHALL BE CONSTRUCTED
ON THE UPGRADIENT SIDE OF THE FIELD AREA TO DIRECT SURFACE RUNOFF
AWAY FROM THE ABSORPTION SYSTEM.
COGO JOB
MAP REFERENCE:
7) MAP ENTITLED: "MAP MADE FOR MARK HANDELMAN" DATED JANUARY
30, 1996, LAST REVISED JUNE 11, 2003 AS PREPARED BY Van DUSEN
& STEVES, LAND SURVEYORS.
LEGEND:
344 DENOTES EXISTING TOPOGRAPHIC CONTOUR
A.L.O. DENOTES APPROXIMATE LOCATION OF
CONC. DENOTES CONCRETE
I.P.F. DENOTES IRON PIPE FOUND
I. R. F. DENOTES IRON ROD FOUND
N/F DENO TES NOW OR FORMERL Y
O. H. U. L. DENOTES OVERHEAD UTILITY LINES
U. P. DENOTES UTILITY POLE
I
PER MAP
NOR
TM AS 1
REFERENCE No.
322
32k
/ -o BOOK 624 OF DEEDS AT PAGE 630
/ Z
330
332 4" DIA. CONC.
FILLED TILE
'-_ 334 - - 288-95' �
336 — —
- --
S20 •� ¢ " 338
1 5• HIG WALL 340 AREA = ASPHALT DRIVE
342 0.95 f ACRES
--
N \
LANDS N/F OF
JANE A. WAIT
\
\
\
WALL & STEPS
0
i
PUMP
Y HOUSE
U \
0
O N
L A K
G E O R
E
G E
CAMP
l 9 EXISTING
Ij \ BUILDING –�
SEWER
WALL
ASPHALT DRIVE
/ WALL
CUT AND REMOVE
EXISTING ASPHALT
REPAIR DRIVEWAY SURFACE W/
% PERMEABLE BLOCK PAVERS TO
BE SELECTED BY OWNER. i
� r
PATIO �.
Tp
ASPHALT DRIVE �' '
� a
n � '
0 /
NEW 1500 GAL. �/� i 1 f 0 /j /
SEPTIC TANK W/ / TP � 1
X/ /
EFFLUENT FILTER i �, / U /
- - - - - - --- /
\ NEW 1000 GAL O _ - - - - - - DIRT DRIVE _/ TP l
NOTE:
TEST PITS- TEST PITS WERE EXCA VA TED /N THE AREA OF THE
�f
EXISTING
TREES AS
NEEDED TO
_ D[areltt
BED AREA —
20'x46't
DENNIS MACELROY, PE
jol4nd"
� 1L
D—Box
LOAMY SAND, ORANGISH BROWN
Y
ROOTS TO 27"
I
SANDY SILT, BROWN
H f
LEDGE
W
SITE
T.P.# 2 0-3"
ORGANIC MATERIAL, FOREST DUFF
3"-20"
LOAMY SAND, ORANGISH BROWN, SOME FILL SAND,
'jFlaod;
ROOTS TO 40
PZ
�r
/I
r' fes; �
Pium,� '_
Point
f �•�
T. P. #3 0-3"
ORGANIC MATERIAL, FOREST DUFF
3"-18"
DRIVEWAY STONE (1') FILL SAND, ROOTS
78"-39"
SANDY SILT
f '100
N AA
• 1`
Happy Family
' p 91lJ �•4t
/� ,r:
It ry
+
f 41
l ?
4k.
SITE LOCATION MAP
SCALE: 1" = 2,000'
REPLACEMENT WASTEWATER SYSTEM BASIS OF DESIGN
REGULATORY AUTHORITY.- TOWN OF QUEENSBURY
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (70NYCRR
APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEM.
TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE
DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS
PROJECT OESCRIPTIONk THE EXISTING WASTEWATER SYSTEM SERVING THE
HANDELMAN RESIDENCE ON RT. 9L /N THE TOWN OF QUEENSBURY /S 40± YEARS
IN AGE AND IT IS THE APPLICANT'S INTENT TO REPLACE THE EXISTING SYSTEM
WITH ONE THAT /S COMPLIANT WITH CURRENT STANDARDS. THIS PLAN
PROPOSES A NEW REPLACEMENT WASTEWATER SYSTEM TO SERVE THE EXISTING
HOUSE. THE PROPOSED SYSTEM WILL CONSIST OF A NEW SEPTIC TANK WITH
EFFLUENT FILTER, A PUMP PIT WITH A DUPLEX PUMP ASSEMBLY AND AN
ABSORPTION FIELD AREA USING ELJEN GSF TECHNOLOGY.
SOILS ANALYSIS: DEEP TEST PITS WERE EXCAVATED AND OBSERVED BY DENNIS
MacELROY, PE ON APRIL 1, 2070. SOILS INVESTIGATIONS IN THE AREA OF THE
PROPOSED ABSORPTION FIELD FOUND A SANDY TO SILT LOAM TO A DEPTH OF
ENCOUNTERING LEDGE AT 39" TO 61".
THE PERCOLA TION RA TE OF THE EXISTING SAND Y/SIL TY LOAM SOIL /S IN THE 27
- 29 MINUTE/INCH DESIGN RANGE.
WATER SUPPLY.' THE CURRENT WATER SUPPLY SERVING THIS LOT IS LAKE
WATER DRAWN FROM LAKE GEORGE. THE PROPOSED WASTEWATER SYSTEM IS IN
CONFORMANCE WITH THE SEPARATION DISTANCE TO ALL NEIGHBORING
PROPERTIES' WATER SUPPLIES.
PROJECTED FLOW RATE: THE EXISTING RESIDENCE IS A FOUR BEDROOM
PRE -1980 STRUCTURE WITH UPGRADES TO PLUMBING FIXTURES (POST 1992). A
DESIGN FLOW RATE OF 170 GALLONS PER BEDROOM OR 440 GALLONS PER DAY
(gpd) HAS BEEN USED FOR THIS REPLACEMENT SYSTEM DESIGN.
THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS
ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOW RATE MUST BE
INCLUDED /N THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF A
NEW HOUSE DESIGN.
SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE /S
1250 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS A 1500 (MIN)
GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY
UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE
OUTLET.
THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOK
PLASTIC COMPONENTS OR EQUAL (22" MIN.).
EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK PL -122 OR EQUAL, SHALL BE
INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK.
EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL FLOW
TO A PRECAST CONCRETE PUMP PIT - 1000 GALLON (MIN.) , BY UTOPIA
ENTERPRISES OR EQUAL, HOUSING A DUPLEX PUMP ASSEMBLY AND CONTROLS
FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE GOULD
MODEL 3885 OR EQUAL, CAPABLE OF 15 GPM AT A TDH OF 20 FEET (MIN). THE
DISCHARGE PIPING WITHIN THE TANK SHALL INCLUDE A 'QUARTER TURN' VALVE
TO SERVE AS A SELF -DRAINING DEVICE FOR THE FORCE MAIN.
THE CONTROL PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE
LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE (OR GARAGE). THE
ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL TD OR EQUAL SHALL
INCLUDE A TIMED DOSE (3 TO 4 HOURS PER CYCLE) WHICH DELIVERS A DOSING
VOLUME OF APPROXIMATELY 959" OF THE PIPING CAPACITY. THE 'TIMED
CONTROLS' WILL BE SETUP AT THE TIME OF SYSTEM START-UP BY THE
CONTRACTOR IN COORDINATION WITH THE DESIGN ENGINEER. THE CONTROLS
SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SERVE AS 'TIMER ENABLER,
ALARM/LAG PUMP ENABLER AND TIMER OVER -RIDE'.
THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK PLASTIC COMPONENTS (22"
MIN.) OR EQUAL. THE DUPLEX PUMP SYSTEM SHALL BE INSTALLED TO LINE UP
WITH THE TANK ACCESS FOR EASE OF REMOVAL. THE PUMP PIT SHALL BE
VENTED BACK TO THE HOUSE STACK.
FORCE MAIN: THE FORCE MAIN PIPING SHALL BE 7 - " HDPE PIPE INSTALLED TO
THE DISTRIBUTION BOX AT THE FIELD AREA. THE FORCE MAIN SHALL BE
INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO SELF -DRAIN BACK TO THE
PUMP PIT. THE FORCE MAIN SHALL ENLARGE TO A 4" PVC PIPE AT LEAST 4'
OUTSIDE THE D -BOX.
DISTRIBUTION BOX: THE D -BOX SHALL BE A PRECAST CONCRETE BOX BY
UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE PROVIDED FOR USE
IN EACH PIPE INVERT. THE INLET TO THE D -BOX SHALL BE A 4" PVC PIPE (4'
MIN.) WHICH RECEIVES FLOW FROM THE FORCE MAIN PIPE.
ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A SHALLOW
ABSORPTION BED CONFIGURATION USING ELJEN GSF, TYPE 'B' UNITS. THERE
SHALL BE THREE LATERALS, EACH OF 44 LF, PROVIDING A TOTAL OF 132 LF FOR
THE FOUR BEDROOM SYSTEM. SOME FILL SOIL (QUEENSBURY 'RED DIRT')
SHALL BE USED AS NEEDED TO PROVIDE A LEVEL FOUNDATION FOR THE BED
AREA. THE SURFACE OF THE NATIVE SOILS SHALL BE PREPARED BY REMOVING
THE ORGANIC LAYER AND THEN PLOWED/TILLED FOR PLACEMENT OF THE FILL
SOIL/CONCRETE SAND. THE AREA OF THE DISPOSAL FIELD SHALL BE
APPROXIMATELY 75' X 46'. COVER MATERIAL WILL EXTEND AT 3 ON 1 SLOPES
TO MATCH TO ORIGINAL GRADE. A DIVERSION SWALE SHALL BE CONSTRUCTED
ON THE UPGRADIENT SIDE OF THE FIELD AREA TO DIRECT SURFACE RUNOFF
AWAY FROM THE ABSORPTION SYSTEM.
COGO JOB
MAP REFERENCE:
7) MAP ENTITLED: "MAP MADE FOR MARK HANDELMAN" DATED JANUARY
30, 1996, LAST REVISED JUNE 11, 2003 AS PREPARED BY Van DUSEN
& STEVES, LAND SURVEYORS.
LEGEND:
344 DENOTES EXISTING TOPOGRAPHIC CONTOUR
A.L.O. DENOTES APPROXIMATE LOCATION OF
CONC. DENOTES CONCRETE
I.P.F. DENOTES IRON PIPE FOUND
I. R. F. DENOTES IRON ROD FOUND
N/F DENO TES NOW OR FORMERL Y
O. H. U. L. DENOTES OVERHEAD UTILITY LINES
U. P. DENOTES UTILITY POLE
I
PER MAP
NOR
TM AS 1
REFERENCE No.
322
32k
/ -o BOOK 624 OF DEEDS AT PAGE 630
/ Z
330
332 4" DIA. CONC.
FILLED TILE
'-_ 334 - - 288-95' �
336 — —
- --
S20 •� ¢ " 338
1 5• HIG WALL 340 AREA = ASPHALT DRIVE
342 0.95 f ACRES
--
N \
LANDS N/F OF
JANE A. WAIT
\
\
\
WALL & STEPS
0
i
PUMP
Y HOUSE
U \
0
O N
L A K
G E O R
E
G E
CAMP
l 9 EXISTING
Ij \ BUILDING –�
SEWER
WALL
ASPHALT DRIVE
/ WALL
CUT AND REMOVE
EXISTING ASPHALT
REPAIR DRIVEWAY SURFACE W/
% PERMEABLE BLOCK PAVERS TO
BE SELECTED BY OWNER. i
� r
PATIO �.
Tp
ASPHALT DRIVE �' '
� a
n � '
0 /
NEW 1500 GAL. �/� i 1 f 0 /j /
SEPTIC TANK W/ / TP � 1
X/ /
EFFLUENT FILTER i �, / U /
- - - - - - --- /
\ NEW 1000 GAL O _ - - - - - - DIRT DRIVE _/ TP l
NOTE:
TEST PITS- TEST PITS WERE EXCA VA TED /N THE AREA OF THE
REMOVE
EXISTING
TREES AS
NEEDED TO
CREATE
BED AREA —
20'x46't
DENNIS MACELROY, PE
T. P. # 1 0-6"
� 1L
D—Box
LOAMY SAND, ORANGISH BROWN
ROOTS TO 27"
\ PUMP TANK W/ _ -� / #1
z DUPLEX PUMP ---- 1 / 70-
\ ASSEMBLY
\
t / ry0
\ A.L.O. EXISTING GARAGE '1 J/ �A)
1 SEPTIC AREA
\
WELL-
To -
4" DIA. CONC \
E�K TO FILLED TILE
\\ 1-1/2- HDPE FORCEIN 4" PVC SLEEVE o%\�P// PR PERT UNE /
o\
N
\
\
150'00
LANDS N/F OF
SEEL YE
WELL
ADD FILL AT LOW END
TO CREATE LEVEL BED
NEW ABSORPTION FIELD AREA
CONSISTING OF ELJEN GSF IN A BED
CONFIGURATION. INSTALL 3 RUNS
OF 44 LF EACH 132 LF TOTAL.
�'A�
L
`"• I.R.F.
10-16-3
or observed, or
ui h as houses, v
c ^; (IP11t. I �' p
s;ured th O
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IU A z�
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SOILS INVESTIGATION:
TEST PITS- TEST PITS WERE EXCA VA TED /N THE AREA OF THE
PROPOSED FIELD
ON APRIL 1, 2010. REFER TO THE SITE PLAN FOR
PIT LOCATIONS.
THE FOLLOWING SOILS PROFILE WAS RECORDED:
DATE: APRIL 7,
2010
RECORDED BY.-
DENNIS MACELROY, PE
T. P. # 1 0-6"
ORGANIC MATERIAL, FOREST DUFF
6"-20"
LOAMY SAND, ORANGISH BROWN
ROOTS TO 27"
20"-61"
SANDY SILT, BROWN
61"+
LEDGE
W
NO OBSERVATION OR EVIDENCE OF GROUNDWATER
T.P.# 2 0-3"
ORGANIC MATERIAL, FOREST DUFF
3"-20"
LOAMY SAND, ORANGISH BROWN, SOME FILL SAND,
ROOTS TO 40
20"-49" SANDY SILT, BROWN
49"+
LEDGE
NO OBSERVATION OR EVIDENCE OF GROUNDWATER
T. P. #3 0-3"
ORGANIC MATERIAL, FOREST DUFF
3"-18"
DRIVEWAY STONE (1') FILL SAND, ROOTS
78"-39"
SANDY SILT
39 "+
LEDGE
W [-4p)
o
NO OBSERVATION OR EVIDENCE OF GROUNDWATER
PERCOLATION TESTS - TWO PERCOLATION TESTS WERE
CONDUCTED WITHIN THE AREA OF THE ABSORPTION FIELD. THE
FOLLOWING RESULTS WERE RECORDED.
DATE: APRIL 7, 2010
CONDUCTED BY: DENNIS MACELROY, PE
TEST # 1 - 21 MIN./INCH STABILIZED RATE
TEST # 2 - 20 MIN./INCH STABILIZED RATE
USE APPLICATION RATE FOR 21 -29 MIN./INCH DESIGN RATE
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REPLACEMENT WASTEWATER SYSTEM: BASIS OF DESIGN
REGULATORY AUTHORITY: TOWN OF QUEENSBURY
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (1ONYCRR
APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEM.
TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE
DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS
PROJECT DESCRIPTION: THE EXISTING WASTEWATER SYSTEM SERVING THE
HANDELMAN RESIDENCE ON RT. 9L IN THE TOWN OF QUEENSBURY IS 40± YEARS
IN AGE AND lT IS THE APPLICANT'S INTENT TO REPLACE THE EXISTING SYSTEM
WITH ONE THAT IS COMPLIANT WITH CURRENT STANDARDS. THIS PLAN
PROPOSES A NEW REPLACEMENT WASTEWATER SYSTEM TO SERVE THE EXISTING
HOUSE. THE PROPOSED SYSTEM WILL CONSIST OF A NEW SEPTIC TANK WITH
EFFLUENT FILTER, A PUMP PIT WITH A DUPLEX PUMP ASSEMBLY AND AN
ABSORPTION FIELD AREA USING ELJEN GSF TECHNOLOGY.
SOILS ANALYSIS: DEEP TEST PITS WERE EXCAVATED AND OBSERVED BY DENNIS
MocELROY, .PE ON APRIL 1, 2010. SOILS INVESTIGATIONS IN THE AREA OF THE
PROPOSED ABSORPTION FIELD FOUND A SANDY TO SILT LOAM TO A DEPTH OF
ENCOUNTERING LEDGE AT 39" TO 67".
THE PERCOLATION RATE OF THE EXISTING SANDY/SILTY LOAM SOIL /S IN THE 21
- 29 MINUTE/INCH DESIGN RANGE.
WATER SUPPLY: THE CURRENT WATER SUPPLY SERVING THIS LOT 1S LAKE
WATER DRAWN FROM LAKE GEORGE. THE PROPOSED WASTEWATER SYSTEM IS IN
CONFORMANCE WITH THE SEPARATION DISTANCE TO ALL NEIGHBORING
PROPERTIES' WATER SUPPLIES.
PROJECTED FLOW RATE: THE EXISTING RESIDENCE IS A FOUR BEDROOM
PRE -1980 STRUCTURE WITH UPGRADES TO PLUMBING FIXTURES (POST 1992). A
DESIGN FLOW RATE OF 110 GALLONS PER BEDROOM OR 440 GALLONS PER DAY
(gpd) HAS BEEN USED FOR THIS REPLACEMENT SYSTEM DESIGN.
THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR /S
ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOW RATE MUST BE
INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF A
NEW HOUSE DESIGN.
SEPTIC TANK: THE REQUIRED CAPACITY FOR A FOUR BEDROOM FLOWRATE /S
1250 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM /S A 1500 (MIN)
GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY
UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE
OUTLET.
THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOK
PLASTIC COMPONENTS OR EQUAL (22" MIN.).
EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOK PL -122 OR EQUAL, SHALL BE
INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK.
EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL FLOW
TO A PRECAST CONCRETE PUMP PIT - 1000 GALLON (MIN.) BY UTOPIA
ENTERPRISES OR EQUAL, HOUSING A DUPLEX PUMP ASSEMBLY AND CONTROLS
FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE GOULD
CAPABLE F 1 PM T A TDH OF FEET MIN
MODEL 3885 OR EQUAL, BLE D 5 G A 20 EE ( ). THE
DISCHARGE PIPING WITHIN THE TANK SHALL INCLUDE A 'QUARTER TURN' VALVE
TO SERVE AS A SELF -DRAINING DEVICE FOR THE FORCE MAIN.
THE CONTROL PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE
LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE (OR GARAGE). THE
ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL TD OR EQUAL SHALL
INCLUDE A TIMED DOSE (3 TO 4 HOURS PER CYCLE) WHICH DELIVERS A DOSING
VOLUME OF APPROXIMATELY 95% OF THE PIPING CAPACITY. THE 'TIMED
CONTROLS' WILL BE SETUP AT THE TIME OF SYSTEM START-UP BY THE
CONTRACTOR IN COORDINATION WITH THE DESIGN ENGINEER. THE CONTROLS
SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SERVE AS 'TIMER ENABLER,
ALARM/LAG PUMP ENABLER AND TIMER OVER -RIDE'.
THE ACCESS TO THE PUMP P/T SHALL BE POLYLOK PLASTIC COMPONENTS (22"
MIN.) OR EQUAL. THE DUPLEX PUMP SYSTEM SHALL BE INSTALLED TO LINE UP
WITH THE TANK ACCESS FOR EASE OF REMOVAL. THE PUMP PIT SHALL BE
VENTED BACK TO THE HOUSE STACK.
FORCE MAIN: THE FORCE MAIN PIPING SHALL BE 1- HDPE PIPE INSTALLED TO
THE DISTRIBUTION BOX AT THE FIELD AREA. THE FORCE MAIN SHALL BE
INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO SELF -DRAIN BACK TO THE
PUMP PIT. THE FORCE MAIN SHALL ENLARGE TO A 4" PVC PIPE AT LEAST 4'
OUTSIDE THE D -BOX.
DISTRIBUTION BOX: THE D -BOX SHALL BE A PRECAST CONCRETE BOX BY
UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE PROVIDED FOR USE
IN EACH PIPE INVERT THE INLET TO THE D -BOX SHALL BE A 4" PVC PIPE (4'
MIN.) WHICH RECEIVES FLOW FROM THE FORCE MAIN PIPE.
ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A SHALLOW
ABSORPTION BED CONFIGURATION USING ELJEN GSF, TYPE 'B' UNITS. THERE
SHALL BE THREE LATERALS, EACH OF 44 LF, PROVIDING A TOTAL OF 132 LF FOR
THE FOUR BEDROOM SYSTEM. SOME FILL SOIL (QUEENSBURY 'RED DIRT')
SHALL BE USED AS NEEDED TO PROVIDE A LEVEL FOUNDATION FOR THE BED
AREA. THE SURFACE OF THE NATIVE SOILS SHALL BE PREPARED BY REMOVING
THE ORGANIC LAYER AND THEN PLOWED/TILLED FOR PLACEMENT OF THE FILL
SOIL/CONCRETE SAND. THE AREA OF THE DISPOSAL FIELD SHALL BE
APPROXIMATELY 15' x 46'. COVER MATERIAL WILL EXTEND AT 3 ON 1 SLOPES
TO MATCH TO ORIGINAL GRADE. A DIVERSION SWALE SHALL BE CONSTRUCTED
ON THE UPGRADIENT SIDE OF THE FIELD AREA TO DIRECT SURFACE RUNOFF
AWAY FROM THE ABSORPTION SYSTEM.
GENERAL SANITARY NOTES,
1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL.
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS
PRIOR TO CONSTRUCTION.
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL
BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN EDGE OF BED AND BUILDINGS SHALL
BE 15 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF BED
OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET
5. MINIMUM SEPARATION BETWEEN WELL AND SEP77C TANK TO BE 50
FEET
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK
STATE SANITARY CODE.
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL
ENGINEER):
A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF
THE ABSORPTION FIELD CONSTRUCTION.
B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL.
C) PRIOR TO BACKFILLING BED.
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM.
8. CONCRETE SAND SHALL BE A MEDIUM TO COARSE SAND WITH AN
EFFECTIVE SIZE OF 0.25 TO 2.0 MM AND NO MORE THAN 59, PASSING
A #200 SIEVE.
9. WHEN THE BED AREA HAS HAVE BEEN EXCAVATED, THE SIDES AND
BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES.
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM
SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE
ABSORPTION FIELD SYSTEM TO PREVENT UNDESIRABLE COMPACTION
OF THE SOILS.
11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE
DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5
FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT).
12, THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO
THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE.
ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND
PROVIDE ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX.
13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE
DISTRIBUTION LINES SHALL BE TIGHT JOINT CONSTRUCTION LAID ON
UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS
LENGTH.
14. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE
GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE
INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO
SEP77C INSTALLATION FOR NECESSARY MODIFICATIONS.
15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES
SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM.
15. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE
AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.
17. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL
1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER
UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN
WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING
POSTS, ETC.
4" SOLID PVC PIPE
DISTRIBUTION BOX
(CONCRETE OR EQUAL)
1-1/2" HDPE FORCE MAIN FROM PUMP TANK.
EXTEND AS NEEDED FOR PROPER
CONNECTION TO NEW D -BOX
FINISH GRADE
III - Ill i7t 1I- I I I iv
SEAL ALTIC - - -I I==I I=
INLET
4" OR b 3' MIN.- I
BLDG. SEWER I z
SANITARY
TEE~ °0
a 4" MIN.
ALL JOINTS BELOW -/FULL o I il,�FFL
LIQUIDLEVEL TO BE BITUMINOUS
WATERTIGHT AND INTERIORLEAKAGE TESTED COAT I IE WITH
PRIOR TO BACKFILLING KOP 300M O 4X18" MIN.
OR EQUAL OPENING
44 LF PER RUN - 11 UNITS PER RUN
ABSORPTION BED CONFIGURATION
SCALE: 1" = 10'
NOTE: LATERAL RUNS TO BE ANGLED AS NEEDED (SEE SITE PLAN)
NO TE:
I. PIPE JOINTS TO BE SEALED WITH
TRANSITION FROM SIDR9 TO ASPHALTIC MATERIALS OR EQUIVALENT.
4" PVC SDR 26 AS REQUIRED CONTRACTOR TO INSTALL
2" STYROFOAM BLUE BOARD 2. INVERT ELEVATIONS OF ALL
_HEAVY DUTY PLASTIC MANHOLE FRAME OVER TOP OF D -BOX OUTLET PIPES MUST BE EQUAL.
AND COVER BY POLYLOK OR EQUAL 3. THE SLOPE OF OUTLET PIPES
GRADE BETWEEN THE DISTRIBUTION BOX
AND THE DISTRIBUTOR LATERALS
=III_SHOULD BE l/8' PER FOOT.
S EXTENSION
PLASTIC RISERS z REMOVABLE COVER
2' I.D. AS PER EXTEND INSULATION 2'
POLYLOK OR EQUAL -BEYOND TOP OF BOX
(AS REQUIRED) LIN ALL DIRECTIONS
OUTLET •••
r2"M/N
LE
WATER TIGHT JOINT (TYP.))
PARGE W/NON-SHRINK C40UT INVERT
INSIDE & OUT INLET ELEV.
�- SANITARY TEE W/ EFFLUENT FILTER CONTRACTOR TO USE SPEED LEVELERS
POLYLOK PL -122 OR EQUAL O OUTLET AS SUPPL/ED BY FORT MILLER TO
EQUALIZE FLOW.
6" TO 12" LAYER
PEA GRAVEL OR
SCRUSHED STONE
SECTION VIEW
BEDDING LAYER
SEPTIC TANK (1500 GAL. HEAVY DUTY SEPTIC TANK)
NOT TO SCALE UTOPIA OR EQUAL
PULL -ROD
GATE VALVE EXTENSION ROD -
HIGH LEVEL
"TIMER OVERRIDE' J
m
N
"ALARM"
LEVEL O O
d
O Lo :2
x
1-1/2" FNPT
BRONZE
GATE VALVE
FLOW
TO DISPOSAL FIELD
1-1/2• HDPE SDR -9 TUBING
USE 'QUARTER TURN' DISCHARGE
VALVE ON FORCE MAIN TO ALLOW
FOR DRAIN -BACK.
1-1/2" FNPT STAINLESS
STEEL TANK PIPE COUPLING -
BT TOPP INDUSTRIES, INC.
LOW LEVEL
PUMP SHUT OFF
HYDRAUDCALLY
SEALED QUICK
DISCONNECT
FLANGE
(1-1/2' FNPT)
1-1/2" FNPT
BALL CHECK
VALVE
INSULATE FORCE MAIN 4'
AND 4" PVC PIPE • ; ••"
WHERE COVER IS LESS
THAN 4' /2" MIN
CLEAN SAND OR PEA GRAVEL
FORCE MAIN CONNECTION TO D -BOX
NOT TO SCALE
FLEXIBLE ENTRY800T
36" W x48" L x7" H
BY TOPP INDUSTRIES, RI IN .
C
1.250"
TO HOUSE POWER SUPPLY
.750"
& ALARM PANEL
LESS THAN 1,000 GAL/DAY
7
CRUSHED STONE BACKFILL TO
CE TO SEASONAL HIGH WATER
IMPERVIOUS STRATA OR BEDROCK
SPRINGLINE OF PIPE (TY -P.)
4" PVC AT 2% MIN.
29" MINIMUM
OF COVER OVER DISTRIBUTION PIPE
1-1/2" G.I.P. 90' BEND
TRENCH WIDTH
1-1/2 G.I.P. DISCHARGE PIPING MNPT
I
NIPPLES IN LENGTHS AS CT
-III-
AS POSSIBLE TO MAXIMIZE DISCHARGEPCOVEROAND
CONCRETE SAND DEPTH DIRECTLY
PERMIT REMOVAL OF PUMP THROUGH COVER OPENING
NOTE:
PUMP ASSEMBLY TO CONSIST OF TWO PUMPS
PIPE ENDS ^`\ DUPLEX PUMP P I T
TO BE CAPPED rl
/1VV IL UF JFL1..IFICV FILL IVIF ILRIHL !0
NEEDED TO CREATE LEVEL BED FOUNDATION
(--�ABSORPTION BED CROSS SECTION B -B'
NOT TO SCALE
F COGO JOB
SUBMERSIBLE EFFLUENT PUMP:
MODEL 3885 BY GOULDS PUMPS
OR EQUAL.
NOTES:
1. FIELD CUT TANK PIPE PENETRATIONS TO FIELD
ADJUSTED ELEVATIONS WITH HOLE SAW ONLY. PIPE
CONNECTIONS TO FORM A WATER TIGHT SEAL.
2. TANK VENT SHALL BE CONNECTED TO HOUSE
STACK
3. PUMP CONTROL TO BE A DUPLEX 'TIMED DOSE'
CONTROL ASSEMBLY LOCATED WITHIN HOUSE
NOT TO SCALE TANK TO BE 1000 GALLON
PRECAST CONCRETE TANK
FILL SYSTEMS STANDARD NOTES,
A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLA77ON AS PROVIDED FOR IN
THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL /S INADEQUATE FOR AN INSTALLATION, A FILL
SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICA77ONS ARE MEL FINAL APPROVAL OF FILL SYSTEMS SHALL
NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE
PROVISIONS OF THIS ORDINANCE.
B. THE DESIGN AND INSTALLA77ON OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
1) THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE (3) FEET WITHIN 1000 FT OF LAKE
GEORGE) OVER AN IMPERVIOUS LAYER.
2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10)
PERCENT.
3) WHEN PLACING FILL ON TOP OF EXIS77NG GRADE, ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT
FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED.
4) THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS, AND
SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO
SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE
NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED.
5) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET BETWEEN ANY TRENCH BOTTOM AND
MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE (3) FEET WITHIN 1000 FEET OF LAKE GEORGE.
6) ONLY ARSORP77ON FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS.
7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM /N THE UP-SLOPE DIRECTION AND OF
SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM.
8) THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE
RUNOFF, AND SEEDED.
9) SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3)
HORIZONTAL.
ELJEN IN -DRAIN DIMENSION & SPECIFICATION SHEET
3 IN -DRAIN UNIT
36" W x48" L x7" H
CORE WIDTH
1.250"
CORE WIDTH
.750"
J FLOW
LESS THAN 1,000 GAL/DAY
CORE WIDTH
90% VOIDS / 50 GAL.
CE TO SEASONAL HIGH WATER
IMPERVIOUS STRATA OR BEDROCK
3' MINIMUM
OF TRENCH
29" MINIMUM
OF COVER OVER DISTRIBUTION PIPE
6" MINIMUM
$9TC1Ad%VC-
HOUSE 10 FEET MINIMUM
WELL 100 FEET MINIMUM
PROPERTY LINE 10 FEET MINIMUM
ALL SETBACKS ARE MEASURED FROM THE
EDGE OF CONCRETE SAND IN SITU SOIL
INTERFACE
BACKFILL
12" MINIMUM
6" CONCRETE SAND
DIRECTLY BELOW SURROUNDING THE
NEW YORK DEPARTMENT OF TRANSPORTA-
SIDES OF THE IN -DRAIN UNITS FOR
TION CONCRETE SAND SPECIFICATION
ABSORPTION TRENCHES
703-07
DISTRIBUTION PIPE PERFORATED
4"
DISTRIBUTION PIPE NON -PERFORATED
4"
GEOTEXTILE COVER FABRIC
TYPAR 3401
PROVIDE WITH THE IN -DRAIN UNITS
THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
TRENCH WIDTH
4'
SPACING BETWEEN IN -DRAIN ROWS
4' ABSORPTION TRENCH
(See figures 3, 5)
2' ABSORPTION BED
CONCRETE SAND DEPTH DIRECTLY
6" MINIMUM
BELOW IN -DRAIN UNITS
CONCRETE SAND AT THE SIDE OF
6" ABSORPTION TRENCH
IN -DRAINS
12" ABSORPTION BED
ACCEPTABLE SOIL PERCOLATION RATE
1-60 MIN/IN ABSORPTION TRENCH
6" MESH SPACI G)
1-30 MIN/IN ABSORPTION BED
ACCEPTABLE SOIL PERCOLATION RATE
GRAVITY / PUMP / SIPHON
ALL APPENDIX 75-A SEPARATION REQUIREMENTS ARE APPLICABLE
147-10. EROSION CONTROL MEASURES:
A. TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE
"NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL." THE TEMPORARY EROSION
CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE IN
SERVICE. INFILTRATION DEVICES SHALL BE PROTECTED FROM SILTATION DURING THE PERIOD OF
CONSTRUCTION AND UNTIL THE SITE IS SUCCESSFULLY REVEGETATED BY USE OF SILT SCREENS, INLET
PROTECTION DEVICES, SEDIMENT DETENTION PONDS OR OTHER SUITABLE EROSION CONTROL MEASURES.
B. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS
WHERE CONSTRUCTION IS ACTIVELY OCCURRING SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THAT
ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE
MULCHED AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS ON THAT HAS SEEN
SUBSTANTIAL CONSTRUCTION WITHIN THE PAST SEVEN CALENDAR DAYS. MULCHING OR REVEGETATION FOR
EROSION CONTROL SHALL BE COMPLETED WITHIN 10 DAYS FOLLOWING THE LAST SUBSTANTIAL
CONSTRUCTION ACTIVITY.
C. COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED:
1. NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM
AND IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY
FROM THE WATER BODY.
2. WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR
WETLAND NO LAND AREA, INCLUDING AREAS STOCKPILED W TH EARTHMAT RIALS, WHICH HAS BEEN
CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS
WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION
CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER
BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,
ROCK RIP -RAP, NONDEGRADABLE MATERIALS, SUCH AS PLASTIC OR CANVAS COVERINGS, AND
IMPERVIOUS STRUCTURES.
3. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATIVE COVER HAS BEEN EITHER PARTIALLY OR
WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGIETATED WITHIN 10 DAYS
FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE
REVEGETATION SHALL CONSIST OF THE FOLLOWING:
a. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF
STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF
THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS
ESTABUSHED OVER 90% OF THE SEEDED AREA.
b. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT
OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL
THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION.
C. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE
MUNICIPALITY AS SATISFYING THE INTENT OF THIS REQUIREMENT.
4. ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP
THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION, REVEGETATION MUST BE REPEATED IN
SUCCESSIVE YEARS UNTIL THE MINIMUM 75% SURVIVAL FOR ONE YEAR IS ACHIEVED.
5. GROUND -CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OF OCTOBER 15 TO
APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE
REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION
AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED T0, THE
USE OF SCREEN MESH, EXTRA MULCH AND SILTATION FENCES.
WOVEN WIRE FENCE (14 1/2 GA. MIN -MAX.
6" MESH SPACING) WITH FILTER CLOTH OVER
EMBED FILTER CLOTH
MIN. 6" INTO GROUND
-36" MIN. FENCE POST
20" MIN.
UNDISTURBED
GRADE
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SILT FENCE DETAIL
NOT TO SCALE
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SECTION
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CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
1. WOVEN WARE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T" OR "U"
WITH WIRE TES OR STAPLES.
TYPE OR 2" HARDWOOD
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
"
FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION.
FENCE: WOVEN WIRE, 14 1/2 GA.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
6" MAX. MESH OPENING
THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
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4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
FILTER CLOTH: FILTER X.
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
MIRAFl 100X, STABILINKA
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PREFABRICATED UNIT: GEOFAB,
ENVIROFENCE, OR APPROVED
EQUAL.
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WOVEN WIRE FENCE IN. 14 1/2 GAUGE,
/MAX.
6" MESH SPACI G)
10' MAX- CENTER TO CENTER /
36" MIN, FENCE POSTS,
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DRIVEN MIN. 16" INTO
GROUND.
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SILT FENCE DETAIL
NOT TO SCALE
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