1999-060 BUILDING PERMIT
VALUE $ 0 TOWN OF QUEENSBURY No. 99060
TAX MAP NO. 54. -1-19 WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to DE VRIES, SUZANNE
OWNER of property located at 1044 RIDGE RD. Street,Road or Ave.
in the Town of Queensbury,To Construct or place a DEMOLITION OF POLE BARN DUE TO FIRE
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
1044 RIDGE RD.
QUEENSBURY, NY 12804
2. CONTRACTOR or BUILDER'S Name
CROMWELL, CHRIS
3. CONTRACTOR or BUILDER'S Address
80 CLOTHIER ROAD
CORINTH, NY 12822
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
DEMOLITION
( )Wood Frame ( )Masonry ( )Steel
7. PLANS and Specifications
DEMOLITION OF POLE BARN DUE TO FIRE AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use
DEMOLITION OF POLE BARN DUE TO FIRE
20 March 8 2001
$ PERMIT FEE PAID —THIS PERMIT EXPIRES 19
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Oueensbury before the expiration date.)
8 March 1999
Dated at the Town of Queensbury this Day of 19
SIGNED BY 'QVNiv''., for the Town of Queensbury
Building and Zoning Inspector
TOWN OF QUEENSBURY
742 Bay Road
Queensbury, N.Y. 12804-9725
Application for DEMOLITION PERMIT OCC)CD
Permit No.
Instructions for completing the application Date:
1. All applicable spaces are to be completed. .
2. Two plot plans are to be submitted, drawn to scale, showing:
a. lot boundaries, with dimensions and adjacent roads and streets. MAR 0 5 1999
b. all existing structures, indicating which are to be removed.
c. location of all utilities. QUEENSBURY
3. Fee submitted per current fee schedule. Bl19LDING AfVD ®DE
Owner of property: LI Z&I/kit' 1 Property Location:
Mailing Address: /6 ce /tZ OL C /CD_ Tax Map No. Section , Block ,Lot
CIU EL &chbe y , li 1• r U
Person responsible for work: C tiir C ie e nn w Ll L_ Telephone No. 6 j1/" 9-6 C
Mailing Address: ;'6 l .Gtl7-iir 2. i 2)
Where will demolition material be disposed of? I t<Lllti 6 i1 1h
Is there any asbestos within building to be demolished? Yes / No
If YES, name of firm removing asbestos from structure, license number, and where asbestos will be disposed of:
NAME OF FIRM LICENSE NUMBER
LOCATION WHERE ASBESTOS WILL BE DISPOSED
* A COPY OF ASBESTOS REMOVAL REPORT MUST BE FILED WITH THIS DEPARTMENT BEFORE DEMOLITION BEGINS.
The following building(s) located on property described above are to be removed:
Previous use of building (circle one): residence garage storage business other 6 A
Have all utilities been disconnected? gas A , electric yes , propane , water /es'
Size of building(s):
1. ,-;1.) ft. by T U ft. Location on property
2. ft. by ft. Location on property
3. Number of stories: A
4. Foundation type(circle one): full cellar crawl space slab /V/0"--
Foundation will REMAIN ./ BE REMOVED
5. Another structure WILL P WILL NOT , replace this building.
NOTES:
Signature of Applicant: er's s a
r,owner's agent,architect, contras
TOWN OF QUEENSBURY
r �1 BUILDING & CODE ENFORCEMENT
"s 742 BAY ROAD
QUEENSBURY NY 12804
(1 (518) 761-8256
ARRIVE: _ DEPART: AIP INSP:
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPECTION REQUEST RECEIVED:: '
NAME ��U ZC ` 'r --L. P V v('` e- S
LOCATION ) O L (--V (2 _
DATE E -4)---TS Off/ 1 r PERMIT # 'V(Q()
TYPE OF STRUCTURE N(
FOOTINGS FOUNDAT BACKF L 4A1NG _
ROUGH PLUMBING SEPTIC _ INSULATION
FINAL ELECTRICAL_ WOODSTOVE OR FIREPLACE
N/A YES NO I
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
ROOFING
EXTERIOR FINISH
PECK/PORCH/STEPS/RAILINGS
RELIEF VALVES
FURNACE/HOT WATER OPERATIN
INTERIOR TRIM/PRIVACY DOOR
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
/
OTHER FLOORS CARPETED 1
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
r
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL ELECTRICAL
SITE PLAN/VARIANCE REQ.
FINAL SURVEY PLOT P A
OK TO ISSUE C/O O' 1///
Jni ref ce
., ,, ,,.r-r. „•. • SILT FENCE DETAILS
,y per:*k �, ,.. • .... , .: Adjust spacing to place posts at low points
��,}U^` !'�!' ,•;y :�•l j� (y along the fenceline. VOVEN WIRE FENCE 36' MIN. FENCE POSTS.
rty�� (MIN. 14 1/2 GAUGE DRIVEN MIN. 16' INTO
' 0 �� - ^�`�'"�<i�' sky M:�.' MAX. 6' MESH SPACING) GROUND
t .. -0-zi,,_-•.-Y•;�� -1-, xr,y.., 4.Fasten support wire fence to upslope side of
,. _ „ t" ;+:-"44.. posts,extending 6 inches into the trench.
• r . ''+:�P. t.. attach continuous length of fabric to u slo a 1� MAX' C. TO C
g P P UMW mmem �
+ • --•.'` ' �' *+.. ,,��'.- ,,, side of fence posts.Avoid joints,particularly rilil��pka=g nalan u��1��
�— r ti: +�- +Y- r at low points in the fence line.Where joints valet �eam� �g���aR®�l� �5�
'~� y '"' are necessary, fasten fabric securelyto ° •"�' :e:����le61�°®�N!amp -`
� �, support posts and overlap to the next post. mitt
�^/ r . V �e awe",it v.y =^°
A:; Zi' •. 'lk• r, tti X.
ry r!� 5. Place the fabric in the trench so the bottom o, er
�_ ' ' folds across the bottom of the trench. Place ,�
• backfill in the trench over the fabric to the �PERSPECTIVE VIEW
Description groundline and compact with a power tamper.
A temporary barrier of geotextile fabric(filter WOVEN WIRE FENCE
(MIN. 14 1/2 GAUGE. 36' MIN. FENCE POST
cloth)used to intercept sediment laden runoff Maintenance MAX. 6' MESH SPACING)
from small drainage areas with disturbed soil. • Inspect sediment fences periodically and 26• MIN.
CAUTION: after each rainfall event. scOPf GROUND LINE
-.�- `�,,,
DO NOT install sediment fence across • Should fabric tear,decompose,or in any EMBED FILTER CLOTH
intermittent or permanent streams,channels,or way become ineffective,replace it MIN. 6• INTO GROUND
any location where concentrated flow is immediately. 7, 116I' MIN.
anticipated.
,•. �L
• Remove sediment deposits promptly to MAXIMUM DRAINAGE AREA
Installation Details provide adequate storage volume for the I6 1/2 ACRE PER 166 FEET.
r
next rain and reduce pressure on fence.
1.Locate the silt fence at least 10 feet from the Take care to avoid undermining fence SECTION
toe of steep slopes and nearly level Takereanout.
throughout its length. during LOCATION SLOPE LENGTH
2.Dig a trench approximately 6 inches deep and • Remove all fencing materials and unstable
( 4 inches wide,or a V-trench, in the line Odlesediment deposits after the contributing
fence. drainage area has been properly stabilized,
inspected,and approved.Grade and
3.Drive posts securely at least 16 inches into the stabilize the disturbed area as shown in the
ground on the downslopc side of the trench. vegetation plan.
p DATE INSPECTED BY
Space posts a maximum of 10 feet apart if
fence is supported by wire;6 feet if extra
strength fabric is used without support wire.
65 66 67
STRAW BALE DIKE DETAILS
angle to force the bales together.Stakes shall • •
f V c.c. ,.. _ be driven flush with the top of the bale. rLou
t, ,,'...i.. .�;.�.,,,, `rs_____ a• . Maintenance %--
,'f . " " • Inspect straw bale dikes periodically and /
- . 4 `'tIC• 1- VERTICAL
,u ;,�,w�._`!iT after each rainfall event. SLOPE FACE
Replace broken or defective bales promptly.
U
r r', •1rt '� ,'{�1, Y� /,t' • +. BEDDING DETAIL
j '� . l '“ - • Remove built up sediment deposits
t=. jf�, • I, '71A immediately to maintain capacity for the
� y ++ next rainfall event. ANGLE rXRST STAKE TOWARD
PREVIOUSLY LAID DALE
Description • Once the contributing area is stabilized, '- /—
A temporary barrier of straw or similar material remove all materials and grade and stabilize rl.-oW �f
used to intercept sediment laden flow from small the area in accordance with the vegetative
areas preventing the sediment from leaving the plan. ,,•��►►
site. vi. vuu,
, k�^��.., r POUND if ALE:
CAUTION. \� .-- P CED ON CONTOI
DO NOT install straw bales across intermittent ---" L....,\./'—
or permanent streams,channels,or any location '
where concentrated flow is anticipated. = 2 RE—BARS. STEEL PICKETS
OR 2"K2" STAKES 1 1/2' TO
Installation Details IN► GROU SH dS DRIVE BALES.
STAKES
1.Bales shall be placed at the toe of a slope or •
on the contour,and in a row with ends tightly . ANCHORING DETAIL
abutting the adjacent bales.
NOT TO SCALE
� 2.Each bale shall be embedded in the soil a
DES/ON LIFE 3 MONTHS
_ minimum of(4)inches,and placed so the, . .
string or wire is horizontal.
SITE SEGMENT SLOPE LENGTH DATE INSTALLE
3.Bales shall be securely anchored in place by
either two stakes or re-bars driven through the
( bale.The first stake in each bale shall be 7ATE INSPECTED BY
driven towards the previously laid bale at an
61 62 63
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