2012-115 TOWN OF QUEENSBURY
IF4esilra 742 Bay Road, Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120115 Date Issued: Wednesday, January 28, 2015
This is to certify that work requested to be done as shown by Permit Number P20120115
has been completed.
Tax Map Number: 523400-289-007-0001-039-000-0000
Location: 27 REARDON Rd
Owner: HAROLD & PATRICIA"TAYLOR JR
Applicant: HAROLD & PATRICIA TAYLOR JR
This structure may be occupied as a:
Demolition
By Order 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, ` � •
,,. y 17
.(r) !
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.
011.4 TOWN OF QUEENSBURY
9.4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
F .31
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120115 Application Number: A20120115
Tax Map No: 523400-289-007-0001-039-000-0000
Permission is hereby granted to: HAROLD &PATRICIA TAYLOR JR
For property located at: 27 REARDON Rd
in the 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. Type of Construction Value
Owner Address: HAROLD &PATRICIA TAYLOR JR
6 LAKE Ave Demolition
GLENS FALLS,NY 12801 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
12-115
garage/shed
$30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, March 21, 2013
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T n o ueen ry • 1- s :y, March 21,2012
SIGNED BY ! \ for the Town of Queensbury.
Director of Building&Code Enforcement
TAX MAP NQQ 1 ti)–I"3pinpf OFFICE i PERMIT NOE ONLYM//c� _FEE PAID3D D__ E Vv E_i_V_
Permission is h anted to above na -. A•plicant to demolish the building(s)
described her in as se rth in A mat'. ',el./. _ _ MAR 2 1 1012
r
�.
Director of Building&Codes Date TOWN OF QUEENSBURY,
BUILDING & CODES
APPLICATION FOR DEMOLITION PERMIT:
Fill in applicable spaces and submit two(2) plot plans, drawn to scale,showing lot boundaries with
dimensions and adjacent roads I streets. Show all existing structures on the property and indicate which
are to be demolished. Indicate on the plot plan the location of all utilities.
APPLICANT/BUILDER: tct 4-aa-46111 17D1 - OWNER: 44Ne»
21 R ReP+D
ADDRESS: _ __ _ — ADDRESS:
PHONE NOS.__- ex_-ate_ l02. —_— PHONE:__ —___—
PERSON RESPONSIBLE FOR WORK: C4410.5 $Uot40 --___—_-PHONE:
LOCATION OF DEMOLITION:_ r _ -10c:3.A 1 QuGs31,(P''f /-arYAL-
ASBESTOS
WHERE WILL DEMOLITION MATERIAL BE DISPOSED? JNkSEY24h 111.) DuAlPST13e-INFORMATION:
✓ Is there any asbestos within the building to be demolished? YES NO
✓ If YES, our office needs the following information:
o Name of firm removing the asbestos:
o License number of firm:
o Indicate where the asbestos material will be disposed:
NOTE: A copy of Asbestos Removal Report must be filed with our office before demolition begins.
STRUCTURE INFORMATION:
✓ Indicate which structure(s)will be demolished: RESIDENCE GARAGE/BUSINESS__
STORAGE DG_ OTHER
I Size of structure: �f? BLX
I Number of stories: I /
vi /
✓ Foundation type: FULL CELLAR CRAWL SPACE SLAB✓
Foundation: WILL BE REPLACED `� WILL NOT BE REPLACED
✓ StrUCtUres(S): WILL BE REPLACED b"WILL NOT BE REPLACED__
UTILITIES INFORMATION:
✓ Indicate utilities for this structure: GAS_ ELECTRIC ✓ PROPANE PUBLIC WATER____
ONSITE WELL-WATER PUMP PUBLIC SEWER__
Have you notified the Town Water Dept.for public water and public sewer disconnect? YES NO
Have all unities en isconnected: YES ✓ NO
QUESTIONS? CALL 761-8256 OR EMAIL
_
..-__241,-- 47-1i57–
.-_2 1 4 codes aqueensbury.net
SIGNATURE
OFF APPLICANT VISIT OUR WEBSITE FOR MORE INFORMATION
ib4 g7./, / �— ;?7, -,•4/9t/c4/1/7- www.queensburv.net
Town of Queensbury • Conmuniity Development Office • 742 Bay Road, Queensbury, NY 12804
Town of QueensburyEdilding & Code Enforcement
Office No. (518) 761-8256
Demolition Inspection Report
Inspection request received:
Name: 1 - .61( (st(Vca I' Inspected on:
Location: t ~I eegz r'd o n Arrive: ���j�.m.
Permit No.: / .A 'II O Inspector's Initials: �A
Comments .nd/or diagram
Y N N/A c 3 - H3
Gas Shut-off
Water Shut-off
Electric Disconnected
Asbestos Removed /Documentation
Property Cleaned Up and Graded
Okay to Issue Certificate of Compliance
Demolition Inspection_11 2012
t
BENEFIT SOUGHT BY THE APPLICANT CAN BE ACHIEVED BY SOME METHOD, FEASIBLE FOR THE
"
I APPLICANT TO PURSUE OTHER T} IAN AN AREA VARIANCE SCALING IT TOWN WOULD BE A METHOD,
[
BOARD OF APPEALS OF THE TOWN OF,QUEENSBURY, NEW YORK IN ACCORDANCE
TFIAN le
SUBSTANTIAL. THE REQUEST F9R 15.4 FEET OR 52% RELIEF FROM THE 30 FOOT FRONT SETBACK \
EXISTING SITE PLAN 4
'MIH THE FOLLOWING;'
17% FOR BOTH THE NORTTI AND SIDE SETBACK REQUESTS FROM THE 12 FOOT SIDE SETBACK1"REQUIREMENT
[DRAWN
1" = 10'-0°
I
SQUARE FEET OF IMPERMEABLE SURFACING REDUCING THE ON—SITE PERMEABILITY'FROM 67.17 DOWN TO sr
60.6% MAY BE CONSIDERED MODERATE. +WHETHER THE PROPOSED VARIANCE WILL HAVE AN
INTRODUCED BY BRIAN CLEMENTS WHO MOVED FOR ITSADOPTION, SECONDED BY JOYCE HUNT:
1: ADVERSE EFFECT OR ,IMPACT ON THE PHYSICAL OR ENVIRONMENTAL CONDITIONS IN THE DRAWING THLE
NEIGHBORHOOD. AS THE PARC_L HAS EXISTING PERMEABILITY ISSUES, ANY DECREASE MAY HAVE
SOME IMPACT BUT PROBABLY NOT ADVERSELY. .WHETHER THE ALLEGED DIFFICULTY WAS SELF—
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF—CREATED, AND I MOVE TO APPROVE AREA
27 REARDON ROAD EXTENTION, THE APPLICANT PROPOSES DEMOLITION OF EXISTING 500 FOOT
,
". VARIANCE! NO. 7-2012.' PROPOSED
DULY ADOPTED THIS 29th DAY OF FEBRUARY, 2012 BY THE FOLLOWING VOTE: - p
IVl URRICO, MR. S11 E LAN
ENCLOSED:GARAGE 'AND CONSTRUCTION OFA 900 SQUARE FOOT NEW CARPORT. THE RELIEF'
{s
NOES: NONE`
THE PARCEL WILL REQUIRE AREA VARIANCES AS FOLLOWS: 1. FRONT SETBACK - REQUEST
i I
s , "
sx
FOR. 15.4 FEET OF, FRONT SETBACK RELIEF. 2. SIDE SETBACK OF 3.5 FEET OF NORTH SIDE SETBACK
DRAWING No.
ZONING ADMINISTRATOR DATE
.RELIEF. , 3. SIDE, SETBACK FOR } 2 FEET OF SOUTH :SIDE .SETBACK RELIEF. 4. PERMEABILITY FOR AN
SITE DATA
-
"ADDITIONAL 116 SQUARE FEET OF IMPERMEABLE SURFACING REDUCING ON-SITE PERMEABILITY FROM
GENERAL
NOTES
61.1% DOWN TO 60.6%. ; IN Mt';KING THE DETERMINATION, THE BOARD SHALL CONSIDERED: 1.
u
""
,WHETHER ,AN UNDESIRABLE CIIANGE WILL BE, PRODUCED IN THE CHARACTER OF THE
b-
,NEIGHBORHOOD.'MINOR IMPACTS TO THE NEIGHBORHOOD MAY BE ANTICIPATED. 2. WHETHER THE
INFORMATION SHOWN ON THIS
DRAWING IS TAKEN FROM
o
PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT
RESIDENTIAL
A SURVEY
PLAN DRAWING PREPARED BY VAN DUSEN,AND SIEVES.
J
MINIMUM LOT SIZE:2 ACRES PER
DWELLING UNIT OR NON-RESIDENTIAL
PRINCIPAL BUILDING
MINIMUM LOT WIDTH: 150 FEET
LEGEND
ACTUAL LOT SIZE: 10,679 SF
ACTUAL FRONTAGE ON REARDON
ROAD EXT: 50'-0"
— - -
— - - — - --
PROPERTY LINE -
0
FINAL REVISIONS'PER
5IIAR2012
ZONING BOARD APPROVAL
--------------------
PROPERTY LINE 'SETBACKS
No.
DESCRIPTION
DATE
TAX MAP NUMBER: 289.7-1-39
----------330----
EXISTING CONTOURS
REVISIONS
SETBACKS
REQUIREQTS
ING
PROPOSED
330
NEW CONTOURS
FRONT
30'-0"
8'-1"
14'-8" ****
SHORELINE
50'-0"
161'-9"
164'-4"
SIDE
12'-0"
<0'-7" OVER>
8'-6" **
—E
E E — E
UNDERGROUND ELECTRIC SERVICE
W
o
12'-0"
25'-6"
10'-0" *«
—
REAR
30'-0"
N\A
N\A
ss —
ss ss — ss =
SANITARY SEWER
D
z
o
MAXIMUM BUILDING HEIGHT
26'-0" (16'-0")
12'-0"t
16'-O"
I—
MINIMUM PERCENT PERMEABLE
75%
61.7%
60.6% **
— W —
w w — w—
WATER SERVICE
U
z a
** INDICATES
E/P
EDGE OF PAVEMENT
W
f
o
- VARIANCE REQUIRED
w w J
— cns —cnsc
—GAS
UNDERGROUND GAS SERVICE
_
_�o
0
PROPOSED SITE
COVERAGE CONDITIONS
cq
0
COMPONENT~
Af3EA
PERCENTAGE
Q
o w
0
F.. z
4
TOTAL SITE
10,679 SF
100.0%
0
ti
BUILDINGS
2,291 SF
21.5%
� _
o
PAVING & WALKS
1,920 SF
17.9%
16 } u N t
GREEN SPACE
6,468 SF
60.6%
0
0
Y
L=� C N co v
�/'�
U) L Q
O Z T
7 U '4' .'N in 00000
00
O 0
F Q J
¢
S
O
W
D_' W '0 In >L
LANDS N OF
BENEFIT SOUGHT BY THE APPLICANT CAN BE ACHIEVED BY SOME METHOD, FEASIBLE FOR THE
"
I APPLICANT TO PURSUE OTHER T} IAN AN AREA VARIANCE SCALING IT TOWN WOULD BE A METHOD,
[
BOARD OF APPEALS OF THE TOWN OF,QUEENSBURY, NEW YORK IN ACCORDANCE
TFIAN le
SUBSTANTIAL. THE REQUEST F9R 15.4 FEET OR 52% RELIEF FROM THE 30 FOOT FRONT SETBACK \
EXISTING SITE PLAN 4
'MIH THE FOLLOWING;'
17% FOR BOTH THE NORTTI AND SIDE SETBACK REQUESTS FROM THE 12 FOOT SIDE SETBACK1"REQUIREMENT
[DRAWN
1" = 10'-0°
MOTION TO APPROVE AREA VP.RIANCE N0. 7-2012 HAROLD AND PATRICIA TAYLOR,
SQUARE FEET OF IMPERMEABLE SURFACING REDUCING THE ON—SITE PERMEABILITY'FROM 67.17 DOWN TO sr
60.6% MAY BE CONSIDERED MODERATE. +WHETHER THE PROPOSED VARIANCE WILL HAVE AN
INTRODUCED BY BRIAN CLEMENTS WHO MOVED FOR ITSADOPTION, SECONDED BY JOYCE HUNT:
1: ADVERSE EFFECT OR ,IMPACT ON THE PHYSICAL OR ENVIRONMENTAL CONDITIONS IN THE DRAWING THLE
NEIGHBORHOOD. AS THE PARC_L HAS EXISTING PERMEABILITY ISSUES, ANY DECREASE MAY HAVE
SOME IMPACT BUT PROBABLY NOT ADVERSELY. .WHETHER THE ALLEGED DIFFICULTY WAS SELF—
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF—CREATED, AND I MOVE TO APPROVE AREA
27 REARDON ROAD EXTENTION, THE APPLICANT PROPOSES DEMOLITION OF EXISTING 500 FOOT
,
". VARIANCE! NO. 7-2012.' PROPOSED
DULY ADOPTED THIS 29th DAY OF FEBRUARY, 2012 BY THE FOLLOWING VOTE: - p
IVl URRICO, MR. S11 E LAN
ENCLOSED:GARAGE 'AND CONSTRUCTION OFA 900 SQUARE FOOT NEW CARPORT. THE RELIEF'
AYES: GARB,\ND, MR. UNDERWOOD, MR. CLEMENTS, MRS. HUNT, MR. JACKOSKI I
NOES: NONE`
THE PARCEL WILL REQUIRE AREA VARIANCES AS FOLLOWS: 1. FRONT SETBACK - REQUEST
i I
s , "
sx
FOR. 15.4 FEET OF, FRONT SETBACK RELIEF. 2. SIDE SETBACK OF 3.5 FEET OF NORTH SIDE SETBACK
DRAWING No.
ZONING ADMINISTRATOR DATE
.RELIEF. , 3. SIDE, SETBACK FOR } 2 FEET OF SOUTH :SIDE .SETBACK RELIEF. 4. PERMEABILITY FOR AN
",. C-2
-
"ADDITIONAL 116 SQUARE FEET OF IMPERMEABLE SURFACING REDUCING ON-SITE PERMEABILITY FROM
61.1% DOWN TO 60.6%. ; IN Mt';KING THE DETERMINATION, THE BOARD SHALL CONSIDERED: 1.
""
,WHETHER ,AN UNDESIRABLE CIIANGE WILL BE, PRODUCED IN THE CHARACTER OF THE
b-
,NEIGHBORHOOD.'MINOR IMPACTS TO THE NEIGHBORHOOD MAY BE ANTICIPATED. 2. WHETHER THE
BENEFIT SOUGHT BY THE APPLICANT CAN BE ACHIEVED BY SOME METHOD, FEASIBLE FOR THE
"
I APPLICANT TO PURSUE OTHER T} IAN AN AREA VARIANCE SCALING IT TOWN WOULD BE A METHOD,
t ' BUT 1HIS,LOOKS LIKE A GOOD, PROJECT.. 3. WHETHER THE REQUESTED AREA VARIANCE IS
.FILE NA7LA1E\CAR1I1R1\C—I
TFIAN le
SUBSTANTIAL. THE REQUEST F9R 15.4 FEET OR 52% RELIEF FROM THE 30 FOOT FRONT SETBACK \
REQUIREMENT MAY BE CONSIDERED MODERATE. THE REQUEST FOR 3.54 FEET OR 29% AND 2.0 FEET LEOR
17% FOR BOTH THE NORTTI AND SIDE SETBACK REQUESTS FROM THE 12 FOOT SIDE SETBACK1"REQUIREMENT
[DRAWN
MAYBE CONSIDERED MINOR, AND ADDITIONALLY, REQUEST FOR AN ADDITIONAL 116
SQUARE FEET OF IMPERMEABLE SURFACING REDUCING THE ON—SITE PERMEABILITY'FROM 67.17 DOWN TO sr
60.6% MAY BE CONSIDERED MODERATE. +WHETHER THE PROPOSED VARIANCE WILL HAVE AN
1: ADVERSE EFFECT OR ,IMPACT ON THE PHYSICAL OR ENVIRONMENTAL CONDITIONS IN THE DRAWING THLE
NEIGHBORHOOD. AS THE PARC_L HAS EXISTING PERMEABILITY ISSUES, ANY DECREASE MAY HAVE
SOME IMPACT BUT PROBABLY NOT ADVERSELY. .WHETHER THE ALLEGED DIFFICULTY WAS SELF—
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF—CREATED, AND I MOVE TO APPROVE AREA
,
". VARIANCE! NO. 7-2012.' PROPOSED
DULY ADOPTED THIS 29th DAY OF FEBRUARY, 2012 BY THE FOLLOWING VOTE: - p
IVl URRICO, MR. S11 E LAN
AYES: GARB,\ND, MR. UNDERWOOD, MR. CLEMENTS, MRS. HUNT, MR. JACKOSKI I
NOES: NONE`
i I
DRAWING No.
ZONING ADMINISTRATOR DATE
",. C-2
-
GL
LA
Dock
IPF
FT
APPLICANT TO PURSUE, OTHER THAN AN AREA VARIANCE,SCALING IT DOWN WOULD ;BEA METHOD,
SITE DATA
GENERAL -NOTES
BUT THIS LOOKS LIKE A GOOPIPROJECT. 3. WHETHER THE REQUESTED AREA VARIANCE IS
cao FILE NAME
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
c:\EmnN\Toa\cLENe\ctiRPatT\c 1
PROPERTY ZONING CLASSIFICATION: WR — WATERFRONT RESIDENTIAL "
A SURVEY
PLAN DRAWING PREPARED BY VAN DUSEN AND S'GEVES.
MINIMUM LOT SIZE:2 ACRES PER
DWELLING UNIT OR NON-RESIDENTIAL PRINCIPAL BUILDING
REQUIREMENT MAY BE CONSIDERED MINOR, AND :ADDITIONALLY, REQUEST FOR AN ADDITIONAL 116 -
MINIMUM LOT WIDTH: 150 FEET
SQUARE FEET OF IMPERMEABLE URFACING REDUCING THE ON-SITE PERMEABILITY FROM 67.1% DOWN TO ..
LEGEND
60.6% MAYBE CONSIDERED MQDERATE. WHETHER THE PROPOSED VARIANCE ,WILL HAVE AN
a
ACTUAL LOT SIZE: 10,679 SF
DRAWING TiILE
-
-
ACTUAL FRONTAGE ON REARDON
ROAD EXT: 50'-0"
_.
—
— —.
— — — — — PROPERTY LINE
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF-CREATED, AND I MOVE TO APPROVE AREA
----------------------
PROPERTY LINE SETBACKS
TAX MAP NUMBER: 269.7-1-39
SITE PLAN LAN
----------330----------
EXISTING CONTOURS
AYES: MR.-URRICO, MR. GARR/SND, MR. UNDERWOOD, MR. CLEMENTS, MRS. HUNT, MR. JACKOSKI
SETBACKS
BEgUIREQ EXISTING
i
330 NEW CONTOURS
<u
FRONT
30'-0" 8'-1"
SHORELINE
50'-0" 161'-9"
—e —e
—e —r — UNDERGROUND ELECTRIC SERVICE
T
SIDE
12'-0" <0'-7" OVER>
m
12'—U" 25'-6"
—ss —ss—ss
—ss — SANITARY SEWER
n
i
REAR
30'-0" N\A
i
MAXIMUM BUILDING HEIGHT
26'-0" (16'-0") 12'-0"t '
w —w
w —w — WATER SERVICE
FINAL
REVISIONS
MINIMUM PERCENT PERMEABLE
75% 61.7%
TONING BOARD MPROVAL
No.
DESCRIPTION
DATE
E/P EDGE OF PAVEMENT
'
EXISTING SITE
COVERAGE CONDITIONS
—GAS—GAS—
GAS— GAS—UNDERGROUND GAS SERVICE
COMPONENT
AREA PERCENTAGE
TOTAL SITE
10,679 SF 100.0%
BUILDINGS
1,941 SF 18.2%
PAVING & WALKS
2,154 SF 20.27.
GREEN SPACE
6,584 SF 61.7%
3
O
LANDS N/F OF
O
%
HARRIS
U
I�
671/567
w
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ASPHALT
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00 15.0'1 —�
X N 64'3717" E 195.67
0
DRIVE
IPF
FT
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
' / p I i I:VNI:KtIt
EXISTING PATIO ------SEPTIC
L------`---- TANK 12'-0" SIDE SETBACK ^_~
1 o -
I. U I j - - _77 --------------
1
CONCRETE
1 \ I WOOD ` PATIO
DECK
EXIS
IRF\ o 15:0'1
IPF I DIST.
\.
IRS ---X-----X----- X �_----------
I I OVER 0.74' — �--------- S 64'3717" W
I Ii
/ LANDS
SMI
/
nn 935/
EXISTING SITE PLAN
1" = 10'-0"
APPLICANT TO PURSUE, OTHER THAN AN AREA VARIANCE,SCALING IT DOWN WOULD ;BEA METHOD,
BUT THIS LOOKS LIKE A GOOPIPROJECT. 3. WHETHER THE REQUESTED AREA VARIANCE IS
cao FILE NAME
SUBSTANTIAL. THE REQUEST FUR 15.4 FEET OR 527 RELIEF FROM THE 30 FOOT FRONT SETBACK
c:\EmnN\Toa\cLENe\ctiRPatT\c 1
REQUIREMENT MAY BE CONSIDEI'ED MODERATE. THE REQUEST FOR 3.54 FEET`OR 29% AND 2.0 FEET
SCALE
OR 17% FOR BOTH THE NORTI,I:AND SIDE SETBACK REQUESTS FROM THE 12 'F00T SIDE SETBACK
1 " 10'-0
REQUIREMENT MAY BE CONSIDERED MINOR, AND :ADDITIONALLY, REQUEST FOR AN ADDITIONAL 116 -
SQUARE FEET OF IMPERMEABLE URFACING REDUCING THE ON-SITE PERMEABILITY FROM 67.1% DOWN TO ..
DRAWN BY
60.6% MAYBE CONSIDERED MQDERATE. WHETHER THE PROPOSED VARIANCE ,WILL HAVE AN
a
ADVERSE EFFECT OR IMPACT CN THE PHYSICAL OR ENVIRONMENTAL`CONDITIONS IN THE
DRAWING TiILE
NEIGHBORHOOD. AS THE PARCE HAS EXISTING PERMEABWTY ISSUES, ANY DECREASE MAY HAVE
SOME IMPACT BUT PROBABLY kJOT ADVERSELY. WHETHER THE ALLEGED DIFFICULTY, WAS SELF-
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF-CREATED, AND I MOVE TO APPROVE AREA
VARIANCE NO. 7-2012.
EXISTING
DULY ADOPTED THIS 29th DA OF FEBRUARY, 2012 BY THE FOLLOWING VOTE:
SITE PLAN LAN
AYES: MR.-URRICO, MR. GARR/SND, MR. UNDERWOOD, MR. CLEMENTS, MRS. HUNT, MR. JACKOSKI
NOES: NONE
<u
T
m
n
0
FINAL
REVISIONS
PER 5
NAR 2012
TONING BOARD MPROVAL
No.
DESCRIPTION
DATE
REVISIONS
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ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
' / p I i I:VNI:KtIt
EXISTING PATIO ------SEPTIC
L------`---- TANK 12'-0" SIDE SETBACK ^_~
1 o -
I. U I j - - _77 --------------
1
CONCRETE
1 \ I WOOD ` PATIO
DECK
EXIS
IRF\ o 15:0'1
IPF I DIST.
\.
IRS ---X-----X----- X �_----------
I I OVER 0.74' — �--------- S 64'3717" W
I Ii
/ LANDS
SMI
/
nn 935/
EXISTING SITE PLAN
1" = 10'-0"
APPLICANT TO PURSUE, OTHER THAN AN AREA VARIANCE,SCALING IT DOWN WOULD ;BEA METHOD,
BUT THIS LOOKS LIKE A GOOPIPROJECT. 3. WHETHER THE REQUESTED AREA VARIANCE IS
cao FILE NAME
SUBSTANTIAL. THE REQUEST FUR 15.4 FEET OR 527 RELIEF FROM THE 30 FOOT FRONT SETBACK
c:\EmnN\Toa\cLENe\ctiRPatT\c 1
REQUIREMENT MAY BE CONSIDEI'ED MODERATE. THE REQUEST FOR 3.54 FEET`OR 29% AND 2.0 FEET
SCALE
OR 17% FOR BOTH THE NORTI,I:AND SIDE SETBACK REQUESTS FROM THE 12 'F00T SIDE SETBACK
1 " 10'-0
REQUIREMENT MAY BE CONSIDERED MINOR, AND :ADDITIONALLY, REQUEST FOR AN ADDITIONAL 116 -
SQUARE FEET OF IMPERMEABLE URFACING REDUCING THE ON-SITE PERMEABILITY FROM 67.1% DOWN TO ..
DRAWN BY
60.6% MAYBE CONSIDERED MQDERATE. WHETHER THE PROPOSED VARIANCE ,WILL HAVE AN
a
ADVERSE EFFECT OR IMPACT CN THE PHYSICAL OR ENVIRONMENTAL`CONDITIONS IN THE
DRAWING TiILE
NEIGHBORHOOD. AS THE PARCE HAS EXISTING PERMEABWTY ISSUES, ANY DECREASE MAY HAVE
SOME IMPACT BUT PROBABLY kJOT ADVERSELY. WHETHER THE ALLEGED DIFFICULTY, WAS SELF-
CREATED. THE DIFFICULTY MAY BE CONSIDERED SELF-CREATED, AND I MOVE TO APPROVE AREA
VARIANCE NO. 7-2012.
EXISTING
DULY ADOPTED THIS 29th DA OF FEBRUARY, 2012 BY THE FOLLOWING VOTE:
SITE PLAN LAN
AYES: MR.-URRICO, MR. GARR/SND, MR. UNDERWOOD, MR. CLEMENTS, MRS. HUNT, MR. JACKOSKI
NOES: NONE