2005-937 TOWN OF QUIEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE O.F COMPLIANCE
Permit Number. P20050937 Date Issued: Wednesday, December 13, 2006
This is to certify that work requested to be done as shown by Permit Number P20050937
has been completed.
Tax Map Number. 523400-227-013-0002-041-000-0000
Location: 84 ROCKHURST Rd
Owner. STEPHEN KIRSHON
Applicant: STEPHEN KIRSHON
This structure maybe occupied as a: - -
Demolition
By Oder of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.'
TOWN OF QUEENSBURY
742 Bay Road,Queensbuiy,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050937 Application Number: A20050937
Tax Map No: 523400-227-013-0002-041-000-0000
Permission is hereby granted to: STRPHF,N MRSHON
For property located at: 84 ROCKHURST Rd
in die Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Tyne of Construction Value
Owner Address: STEPHEN KIRSHON
Demolition
22 DALLAS Dr
Total Value
POUGHKEEPSIE, NY 12603-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-937
DEMOLITION OF SINGLE FAMILY DWELLING
$20.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, December 15, 2006
(If a longer period is required,an application for an extension mnst be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Tow q of ue nsbu ; T As y, December 15, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code EnIcement
Permit No. P W
Application for Demolition Permit Fee Paid A .Do
Building&Code (Office—,—, b n of;gue sbury 742 Bay Road Queensbury,NY 12804
(518)761-8256a�'a`� p�. 1' �� S Notes:
_Instructions/Re uirei G Ar2 tw it:
Fill in all applicable spaces and submit two(2)plot plans,drawn to scale,showing lot boundaries with dimensions and adjacent roads/streets.
Show all exisQlglsfrh^ctu'tes.:oIi flie p�,op sty and indicate which are to be demblished.iIndioate on the plot plan the location of all utilities.
�DGU''� T�.
-- UiiLil,..
a ,-� `` rz `1� �e c
{C) z�7.'ersouRe_`s`onsibletorWot�k F
Name
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Gar
Addresst
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2. Location of demolition: `�� ��r� 3. Tax Map No.
4. Where will demolition material be disposed of?
5. Asbestos Information
A copy ofAsbestos Removal Report must be filed with our office before demolition begins.
a. Is there any asbestos within the building to be demolished? ❑Yes %No
If YES, our office needs the following information:
b. Name of firm removing asbestos:
C. License number of firm:-
d. Indicate location where asbestos material will be disposed
6. Structure Information
a. In cate which structure(s)will be demolished:
esidence; ❑garage; [storage building; ❑business; Mother
b. Size of structure: '�-i; ft.by ft.
C. Number of stories ')-
d. Foundation type: ❑full cellar; 191crawl space; ❑slab
e. Foundation: ®will be removed; ❑will not be removed
f. Structure(s): [`will be replaced; ❑will not be replaced
7. Utilities Information
Indicate utilities for this structure:
❑gas electric ❑propane TAonsite well-water pump
❑public water ❑public sewer
Have you notified the Town Water Dept, for public water and public sewer disonnect? ❑Yes ❑No
Have all utilities been disconnected? ❑Yes UNo Qa,J�S \„ \-.e- ,Dc_tkk
Signature of Applicant: Date: \ —
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/pm epart: am/pm
Date Inspection request received: Inspector's Initials! ,/
NAME: G PERMIT#:
LOCATION: -6t-4 up,57- -0 DATE: ��
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate _
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(het ht)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp, 110
Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched �(�'�►v
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/® [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins ctio quest received:
Queensbury Building&Code Enforcement Arrive am/ part: am/pm
742 Bay Road, Queensbury,NY 12804 Inspecto 's"Initials:
NAME: ��?��n'J PERMIT#: v
LOCATION: INSPECT ON: Z 1 c o�
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls /-IAkb
Metal Strapping for Notches Top Plate
1 '/s(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft.floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side `/z inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
Qa �. EROSION & SEDIMENT CONTROL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
_ EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES AND AS INDICATED ON THE PLAN.
�.�KE "0RGE �.�XE C�02G� DEC a�5
2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A
""PERVIOUS BARRIER IN THE SWALE OR DITCH.
3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH
DOCK DOCK EACH BALE TO ANCHOR IT IN PLACE, CONVENTIONAL SNOW FENCING MAY BE
USED IN LIEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS.
4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR
FAILURES OR CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE
i DOCK 't` DOCK IMMEDIATELY CORRECTED.
5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS
POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE
SEEDED AND MULCHED AS SOON AS PRACTICAL. TEMPORARY RAPID GROWTH
COVER CROPS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY
SURFACE STABILIZATION.
_„„_,S14°04'471N_9$.09' �-�_' ""--_' '--- --.-_._ S14°04'47"W 98.09'
6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES INCORPORATING
(TIE LINE ONLY) --�— __ (TIE LINE ONLY)
SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED
- OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
LOT AREA —11,991 SFf
7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR
�c NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%0. ALL
a LAWN SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS
50.0' FOR FOUR(4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A
0 42.5' o RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE
MULCHED WITH STRAW IMMEDIATELY.
N b /---- SF SF SF SF — SF' —SF SF ---��� PROPOSED LIMIT OF
DISTURBANCE, 5660 SFt 8, THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR
\\ URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE
S� PROPOSED SILT FENCE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY.
a�
SLATE PATIO
AREA--1064 SF PROPOSED 2' WIDE, 4'
DEEP, STONE FILLED ZONING INFORMATION
N► EAVE TRENCH; 185LF, AREA OF PROPOSED BUILDING - ZONE WR-1 A
590CFf VOLUME
50 c
LIAKE SHACK _ Ln n 50,L4KF 5� , ZONE WR-1 A - WATERFRONT RESIDENTIAL
CK
1-4z c SETBACKS - 30' 0 ROAD, 50' SHORELINE, 20' SIDE
22 3, �! N^ MAX BUILDING HEIGHT - 28'
nNi ' N ^;m
N 00 u, EXISTING
„� � N G COVERAGE
o z 0 TOTAL AREA = 11,991 SF = 0.275 ACRES
z a ' Nn z TOTAL IMPERMEABLE AREA = 5164 SF
F- Y AREA OF PERMEABILITY = 6827 SF
LAWN
— PERCENT PERMEABLE = 56.9%
WSTING HOUSE 20.0'
1756 SF FO4-rpRINT ' PROPOSED HOUSE PROPOSED 4" SCH-40
PVC HOUSE SEWER; 1/4"
PER FT. MIN SLOPE
z 1582 SF FOOTPRINT POSED COVERAGE
__,_ � -_______ • .A • ( 0 3' TOTAL IMPERMEABLE AREA = 5510 SF
RES
rn PVCPEFFLUENT SEWER;
1/8" PER FT. MIN SLOPE AREA OF PERMEABILITY = 14,704 SF
Ul
" ? { -PROPOSED 1250 GAL PERCENT PERMEABLE = 72.7%
SEPTIC TANK TOTAL DISTURBED AREA = 5400 SF
21.5' _o
POSED "
N DISTRIBUTION BOX PROPOSED 2 SDR-11
` SIDEINA1:4 HDPE FORCE MAIN
SIDEWALK — 492 SF'
198 SF 3V FRONT SETBACK
— a
LAWN .o � LAWN
36J' 34.8' 00
20.0
SF�
QQJAXE
A=140 SF 100 SETBq`+ 4 f _1
c CONCRETE RETAINING WALL 50 SF I SETBA
CONCRETE RETAINING WALL 50 SF
/ca
m ��- -", ' PROPOSED 32'
/ CONCRETE CURBING
i .
`+! PROPOSED ASPHALT
'
1155 SFt Q E C 0 9
R 0 D 4 0 OS EN'CIVEL EN, 2005
C N E C B G IN D IN E` S D FIL R
N09°22'3 "E 38.81' NI A 2
N09°22'34"E 38.81' E S F 7 S
N17°08'45"E 59.50 N17008-45"E 59.50'
E
0,F
t <.
ROCKH U RST ROAD ROCKH U RST ROAD
t
SITE PLAN-EXISTING CONDITIONS PROPOSED SITE PLAN & EROSION CONTROL PLAN
SCALE: 1"=10' SCALE: 1"=10'
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
STORMWATER DESIGN AREAS STORMWATER DESIGN CRITERIA SITE SETBACKS
TOTAL LOT AREA 11,991 SF TOTAL DISTURBED AREA 5660 SF REQUIRED EXISTING CONDITION PROPOSED 0 ISSUED FOR APPROVAL 12/6/2005
EXISTING IMPERVIOUS AREAS PROPOSED IMPERVIOUS AREAS CHANGE IN IMPERVIOUS AREAS N o. Revisions TOTAL INCREASE IN IMPERVIOUS (1863 SF) - NET DECREASE Date
LAKE So' 42.5' So.o' E
HOUSE 1756 SF 1582 SF (174 SF) XISTING & PROPOSED SITE PLANS
ASPHALT 1844 SF 1155 SF (689 SF) QUEENSBURY SIZING CRITERIA - 147-9(A) 1.5 GPD/SF INCREASE FRONT 30' 36.7' 34.8' prepared for
SHED 140 SF 0 (140 SF) RETENTION VOLUME REQUIRED 0 NORTH SIDE 20' 22.3' 20.0' Stephen Kirshon
SIDEWALK 198 SF 192 SF (6 SF) SOUTH SIDE 20' 21.5' 20.3' 84 Rockhurst
RETAINING WALLS 162 SF 162 SF 0 RETENTION VOLUME PROVIDED (STONE EAVE TRENCH) 590 CF MAP REFERENCE Town of Queensbury,Warren County,New York
PA110 1064 SF 0 SF (1064 SF)
PROPERTY LINES AND BOUNDARY Drawn: LWD Checked: GTH Scale: 1"=10' Date: 11/9/05
TOTAL IMPERVIOUS 5164 SF (43.06%) 3091 SF (25.78%) (2073 SF) (DECREASE) INFORMATION TAKEN FROM "SURVEY MAP
MADE FOR STEPHEN KIRSHON" DATED 169 Haviland Road
TOTAL PERVIOUS 6827 SF (56.94%) 8900 SF (74.22%) 2073 SF
NOVEMBER 16, 2005, PREPARED BY: ZAREH Queensbury, NY 12804 29131-01-S 1
ALTOUNIAN, LLS, LOUDONVILLE, NY Hutchins Engineering (518) 745-030 Phone
g (518} 745--03 0
g 08 Fax
POLYETHYLENE EXTENSION TO
APPROXIMATE GRADE WITH TAMPER POLYETHYLENE EXFENS10N TO OVERFILL TO ALLOW SETTLMENT
FINISH GRADE RESISTANT ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP GRADE WITH TAMPER & TO DIVERT STORMWATER
AND MAINTAIN LEVELS AS INDICATED RESISTANT ACCESS COVER 12" t COVER AWAY FROM SYSTEM
4" MIN. TOPSOIL,
ESTABLISH TURF
INSTALL ZABEL A1800 FILTER
12"t SUCH THAT IT IS READILY DISBRIBUTION BOX 4" SCH 40 PVC
REMOVABLE THROUGH TANK EXPLOSION PROOF JUNCTION PERFORATED PIPE
a ACCESS COVER BOX. INSTALL CONTROL 8" MIN 12-18"
4" SCH. 40 PVC 3" PANEL IN HOUSE ® GEO-TEXTILE COVER
INLET
4" PVC SCH-40
LIQUID LEVEL OUTLET BAFFLE-" CONCRETE SAND
MIN. SLOPE NA
2" SDR 11
1/4" PER FOOT MIN. SLOPE HDPE FORCE:MAIN USE SPEED LEVELERS TO IN-DRAIN UNIT
15" 1/8 PER FOOT ASSURE ALL OUTLETS ARE AT
7n
18"MIN. EXACTLY THE SAME ELEVATION
WATERTIGHT SLEEVE
ALARM - 6" :.
-" 4" PVC SCH-40 SOLID HEADER TO � <"� ��•• -
_ ABOVE 'PUMP ON' 3-4" VOLUME OF DOSE " 777,
AND SEAL TYP. .._ :- ,- :. .. . . _. .-: ..,. ._.... :. .. -,:,.:-: •. .:. ;....:.
( ) t- PERFORATED TRENCH PIPING, 1/8 HOLES 0 5&7 O'CLOCK--------""
"
TO BE 60f GALS - 6 MIN
a_ x " P FO T MIN SL E z PUMP ON ER 0 OP
w � ¢ � : .� - - 2 SCH 40 PVC OR � ' ` " -
o GALVANIZED PIPING INSIDE , :. ti:.,... .. ;.. '.=:"•;,::::. ;. ; :,
o o PUMP OFF • WET WELL THROUGH WALL
1000 GAL PRECAST "� crD ZABEL A1800
CONCRETE SEPTIC TANK SERIES FILTER 12" MIN. 6" MIN 36" 6" MIN
GATE VALVE'
MINIMUM 2X WIDTH + .. REDUCING TEE POINTED EVEN IN-DRAIN TRENCH SECTION
MAXIMUM 4X WIDTH DOWNWARD WITH 1" BALL VALVE PUMP STATION NOTES
CHECK VALVE THROTTLED TO ALLOW TRICKLE SEAL ALL TANK OPENINGS WATERTIGHT. NTS
• .. . ,. : 4. . +" DRAIN BACK INTO WETWELL
750 GAL PRECAST CONCRETE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND
SEPTIC TANK NOTES SIMPLEX EFFLUENT PUMP TANK AS HOLDING/PUMP TANK UNION - LOCATE SUCH THAT AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE GOULDS 3885 UNION CAN BE DISCONNECTED
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE: AS WE0512H 230V AND PUMP REMOVED WITHOUT INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN
MANUFACTURED BY FORT MILLER OR EQUIVALENT. SINGLE PHASE TANK ENTRY ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. SET ALARM LEVEL 6" ABOVE "PUMP ON." 10'-0" O.C. MAX.
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF" TO BE 60t GALLONS. 36" FENCE POST
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY PUMP TO BE GOULDS MODEL 3885, WE0512H 23OV, SINGLE PHASE, DRIVEN MINIMUM 16"
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. QQ�� 35 GPM PUMP AT 20 FT HEAD. INTO GROUND
ALL JOINTS MUST BE SEALED. SEPTIC TANK & PUMP STATION DETAIL VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. SILT STOP
EMBED IN GROUND
NTS 8" MIN.
OD
32' ELJEN IN-DRAIN TYPE B
SAND FILTER UNIT TRENCH ,
SOIL BACKFILL
SHALLOW SCALE TO CREATE
POSITIVE DRAINAGE AROUND 4" TOPSOIL COVER ABOVE SYSTEM
ABSORPTION FIELD FILL; SEED & ESTABLISH TURF �'� _PERSPECTIVE
PROPOSED ASPHALT PARKING CONCRETE CURBING EXISTING CONCRETE
RETAINING WALL 36" FENCE POST
GRANULAR SYSTEM FILL 5' TO CENTER
OF TRENCH —�' WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES
ROCKHURST ROAD ` , ` W - o SILT STOP
4 BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN N EMBED IN GROUND
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL FLOW 8" MIN.
I -- I^ i !__; I _I1 I_,-=1 { j—! 1 ICI �_ i !-- , , �, I (=-' I �=' � • � - . -- - - —..,
,- HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC .�
_ D`SIGN FLOW - 110 GPD/BEDROOM - NYSDOH CRITERIA
-
i SYSTEM DESIGN FLOW - 440 GPD PIPE AND CORRUGATED TUBING IN SEPTIC TANK. LEACH FIELDS. � zUNDISTURBED
SEPTIC TANK - 1250 GAL GROUND
THIS DESIGN UTILIZES ELJEN CORPORATION TYPE B IN-DRAIN GEOTEX11LE
PUMP STATION - 750 GAL
- - SECTION
" LEACH FIELD ELJEN IN DRAIN TYPE B GEOTEXTILE SAND FILTER UNITS SAND FILTER UNITS INSTALLED IN TRENCH CONFIGURATION. INSTALLATION �—
} 48 SYSTEM
DESIGN PERCOLATION RATE IN FILL MATERIAL= 1-5 MIN/IN SHOULD BE IN ACCORDANCE WITH THIS DRAWING, NYS DEPARTMENT OF
3' FILL HEALTH REQUIREMENTS, AND MANUFACTURERS INSTRUCTIONS.
APPLICATION RATE= 1.2 GPD/SF SILT FENCE
ABSORPTION TRENCH AREA REQUIRED: 367 SF DETAIL
QDISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT NTS
-
--; ELJEN IN-DRAIN TYPE B UNITS PROVIDE 6 SF LF
_ SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
62 LF OF ELJEN IN-DRAIN TYPE B TRENCH REQUIRED
--
! USE 16 ELJEN IN-DRAIN TYPE 6 UNITS 4' LONG EACH UNIT) DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER
USE 2 TRENCHES AT 32 LONG (8 UNITS EACH TRENCH) _
64 LF TOTAL TO BE PROVIDED IN DRAIN UNITS HAVE BEEN INSTALLED.
Ti
Jfi
-,-1 ;__� ! I_i � i ► ;- III ! f-_I ! ! __ III I-__ II-- 1t !---i ! i --, , ►- it = 1I �! , ,__I � I _! ! II
—i i I -- ' E--i — I POTABLE WATER SUPPLY TO BE LAKE GEORGE LAKE WATER ABSORPTION TRENCH NOTES
---! ► !—, =i I -- I I=i ! ►--� ,= !-- ! — — � — I=! : — 11— i —. I_-_E __ ____ I .— -- MIN. SEPARATION FROM SEPTIC TANK TO LAKE = 50 THIS DESIGN UTILIZES ELJEN IN-DRAIN TYPE B GEOTEXTILE SAND FILTER
12' WIDTH OF EXCAVATION MIN. SEPARATION FROM ABSORPTION FIELD TO LAKE = 100' UNITS INSTALLED IN A TRENCH CONFIGURATION. REMOVE EXISTING
FOR SYSTEM FILL ASPHALT IN THE AREA OF THE PROPOSED ABSORPTION FIELD. AN AREA
SITE SOILS DATA 12' WIDE BY 4' DEEP IS TO BE EXCAVATED OVER THE ENTIRE LENGTH
ABSORPTION FIELD SECTION TEST PIT OF THE ABSORPTION TRENCHES AND BACKFILLED WITH CLEAN SYSTEM
IPA - 10/31/05 BY T. HUTCHINS FILL USE TRACKED EQUIPMENT FOR ALL WORK IN ABSOPRTION FIELD
SCALE: 1"=2' 48" DEPTH AREA. ABSORPTION TRENCHES TO BE EXCAVATED IN STABILIZED
SYSTEM FILL ABSORPTION TRENCHES TO BE BOTTOM OF TRENCH
0-2" ASPHALT (BOTTOM OF CONCRETE SAND) TO BE INSTALLED AT 25-31" BELOW
2-4" CRUSHED STONE EXISTING GRADE.
4-12" GRAVEL FILL
12-22" SILT LOAM
22-48" SILTY CLAY LOAM FILL MATERIAL NOTES
LOAM, SEED AND MULCH ALL 6" 1 1/2" R AFTER EXCAVATION OF INCONSISTENT NATIVE SOILS OVER THE AREAS SPECIFIED,
DISTURBED AREAS DRY ENTIRE DEPTH OF PIT BACKFILL EXCAVATED AREA WITH SYSTEM FILL MATERIAL SYSTEM FILL TO BE
BASE COURSE NO SEASONAL HIGH GROUNDWATER EVIDENCE LOAMY SAND FILL WITH IN-PLACE PERCOLATION RATE OF 3-5 MINUTES. FILL
INCONSISTENT FILL SOIL THROUGHOUT ENTIRE DEPTH OF TEST PIT TO BE STABILIZED IN 6" LIFTS TO MEET EXISTING GRADE.
PAVEMENT
PERCOLATION TEST
PT-1 - 10/12/05 BY T. HUTCHINS
`0 18" DEPTH
SILT LOAM & SOME GRAVEL FILL
SUITABLE UNDISTURBED NATIVE MATERIAL zoo STABILIZED PERCOLATION RATE = 2 MIN/IN ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
OR BACKFILL WITH COMPACTED GRANULAR 2 ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
MATERIAL Q
12-
POURED C;?�E
IN PLACE CONCRETE CURB
EXPANSION JOINTS AT 8' INTERVALS
0 . .. a
D. nn
$;, 0 ISSUED FOR APPROVAL 12/6/2005
iv
12" COMPACTED BASE COURSE p Q N o. Revisions Dote
NYSDOT ITEM 4 .0
DETAIL SHEET
prepared for
CURB DETAIL - POURED IN PLACE Stephen Kirshon
NTS
84 Rockhurst
NOTE: USE EITIER POURED IN PLACE CURB,
OR PRECAST CIRB SET IN PLACE Town of Queensbury, Warren County, New York
Drawn: LWD Checked: GTH Scale: 1"=10' Date: 11/9/05
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering (518) 745-0307 Phone 29131-01-S2
g g (518) 745-0308 Fax