2006-403 �� TOWN OF QUEENSBURY
ON742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060403 Application Number. A20060403
Tax Map No: 523400-302-008-0001-014-000-0000
Permission is hereby granted to: E&T O'CONNOR
For property located at: 320 BAY 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: JAMES & GLADYS BROWER TRU
121 POTTER Rd Demolition
GANSEVOORT,NY 12831-1011 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2006-403
DEMOLITION OF 25X40 RESIDENCE, 60X20 STORAGE BUILDING, & 50X30 BARN
$20.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,June 26,2007
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town f Que j41M`, ,/ u le 26,2006
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
. 302o V — / —/4 OFFICE USE ONLY �y ��-�
TAX MAP NO. PERMIT NO. Q(� LAD Z_FEE PAID G.SJs ECEI ; E
Permission is hereby granted to the above named Applicant to demolish the buildings) J�IY p,l 1 n
described herein as set forth in the Application below. 2006
TO'' k G ._,;
Director of Building &Codes Date BUILD; AND r ODE
APPLICATION FOR DEMOLITION PERMIT:
Fill in applicable spaces and submit two (2) plot plans, drawn to scale, showing lot
boundaries with dimensions and adjacent roads / streets. Show all existing structures
on the property and indicate which are to be demolished. Indicate on the plot plan the
location of all utilities. ', //
APPLICANT/BUILDER: E E T O1Co,v,vo�� Z7v� OWNER: l-IME.Do 1`i0MGS
/ ?0o uvesTE�.N Ave
ADDRESS: RO.$p 3'77 61LEms FALLS , IU}-' ADDRESS: #kL.6AN}', N `s'
PHONE NOS. (5/g') 7 92. - 4090 PHONE: ( 618) 45 4v- !01 D
PERSON RESPONSIBLE FOR WORK: SGor'r {-/UWE PHONE: (S/k) 361 - 3 1 40 8
LOCATION OF DEMOLITION: 3Zo GAL( go 4J'
WHERE WILL DEMOLITION MATERIAL BE DISPOSED? Hl12Am 1-40Lt,ut41 I?E onJ
ASBESTOS 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: Ionr,_
o License number of firm: 9 5 0$ L(
F11A316 To G:Irs(oF Avtavrv,
o Indicate where the asbestos material will be disposed: Nowr F�BLC t, Rs "Croy Tr"5F .
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 BLDG. ✓ OTHER V SAickS
✓ Size of structure: 2-S X 40
✓ Number of stories: a ,$AeN So x 3o
V Foundation type: FULL CELLAR ✓ CRAWL SPACE SLAB STOR.A(rb BLDv- — (00'xZoi
✓ Foundation: WILL BE REPLACED WILL NOT BE REPLACED ✓
✓ Structures(s): WILL BE REPLACED WILL NOT BE REPLACED 1/
UTILITIES INFORMATION:
✓ Indicate utilities for this structure: GAS V 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 utilities been disconnected: YES ✓ NO
QUESTIONS? CALL 761-8256 OR EMAIL
codes(a queensbury.net
. \ VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
SIGNATURE OF APPLICANT
Town of Queenshury • Community Development Office • 742 Bay Road, (in enshury, NY 12804
,1UN—IJ—CUUD lut U1 ;i1 rn NI1 rLHNNINU liLt:Ni HILLS FHX NU. b113(tilbUn Y. Ul
of /0"
nationatgr id Gayle 13 Osborn
Consumer Representative-Distribution Design
June 13,2006
Dave I-latin
Town of Queensbury
Building and Codes
742 Bay Rd.
Qucensbury,NY 12804
Rls': 320 and 322 Bay Rd., Qucensbury,NY
ACCT Its 47425-78109 and 47625-78105
Dear Sir:
This letter is to advise you that National Grid has disconnected the electric service to the above
captioned locations.
320 Bay Rd,
On May 23, 2006, the electric meter 1128457118 and electric service entrance cable was removed
from the structure.
322 Bay Rd.
On May 23,2006,the electric meter It 28457121 and electric service entrance cable was removed
from the structure.
On June 12, 2006,the gas meter# OV521476 was removed and the gas service lateral was cut at
the property line.
If you have any other questions, you may contact me on 518.761.5988 during normal business
hours.
Sincerely,
(-70
Gayle . Osborn
Co mer Relations
cc: N. Candeloro, Amedore Homes, Inc.
Code Compliance and Informational Sheet for Permit Use
Queensbury Dept._of Community Development
h
Z "Corner Lot information for Subdivisions ADoroved Prior to November 23. 1992
Section 179-30.1 which requires front yard setbacks on both roads for a comer lot was not enacted
until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved
subdivisions have one (1)front yard,two(2)side yards,and one(1)rear yard setback.
Review Type File No. Action Resolution Date
r Zoning Board of Appeals
Planning Board
Town Board
Check List Yes No
Recreation Fee Paid
Engineering Fee Paid
Site Plan Maps on File
Subdivision Mylar Signed and
Red with County
'r
Application appears to conform to the requirements of Section(s) of the local
Town Code: 1.
Application requires additional review for the following:
Zoning Board of Appeals
Planning Board
Town Board of Health
Town Board for Mobile Home Outside of a Mobile Home Park
Other
Rev - •.by Staff Notes
6-:;" i5/0 7
• Town of Queensbury
Code Compliance and ii orrnatinal Sheet for Permit Use
Qtteet
tabtirlf Dept.p . of C®trimuta . ,. Devolokiviiiutnt
project for 3)-N fit 10 2
Applicct Name: --/ -¢2 . Zoning Administrator
Tax Map No. -?3. 8'-I -/y
Lot# House# 6'j4f-j 2J
road,street
Lot Size:
Mobile Home Park:
Business Plaza:
Planned Unit Dev. 15 as fer �71"
Subdivision: Phase/Section
elective Year Zoning Designation
Prior to 1967,July 10 Subject to current setback re+quirernentsat time of-development.
Section 179-20-10,6
Subsequent to Development of lots within subdivisions subsequent to July 10, 1967
July 101967 shall use the setback requirements in place at the time of the
approval of the subdivision.
1947
1982,June 11
1988,September 19
omer lot rule Prior to Nov.23. 1992 apt ved`subdt sions-*bee note orr.back of twill
April 9 ''4 d2_S
Road Name Setbacks Existing Required Proi:toseliference
Front 1
1.14'ti Side l
Side 2
Rear 1 V )
Rear r I
Shot-; e
avilay Zone
Bum
Yes No
meets depth,.width,&square footage requirements
preexisting,neon€orming lot with proper setbacks
required frontage on public road
has required off-street parking
permeable area is adequate(Requirement is %)
building does not exceed maximum height(Max. ft.)
is lot in a Flood Zoneli
Floor Area Ratio wo heet required?Zone: WR-1
Town of Queensbury
` 'ICI-02-2006 FRI 10:39 AM AMEDORE FAX NO. 5184561999 F. U4
06 — L/03
Jun 01 06 02:24p vinee 5LB-985-0010 p.4
PHASE CONTRAST MICROSCOPY
ANALYTICAL REPORT
L.aormankrttatpttee - - Report ate. 200 1 r r
c 00112 Twit saw 6,1a
Adores: 555 Middle Line Road.Lot 72 Job sae: 322 Ray Ave. Ansane t 6/1
Ballston Spa.NY 12020 Glen Fads,New York *Axed: 6(12
Plane!F+oc:(519 11U5-001a Rear ties.me 6/112008
Sample 10 ' Fibers par Fibers per Fibers par — Fl err pet' r Loceclon
am
Lan in CC Rota Hiker MOP O.scri .t
1
0049 0 0 0 0 Field Mask
06152ja 1 QQ
—___, — ~ Boos Blau k
e010 0 0 0 0
00152.49 100
- 4.
t1011 0.002 7 w 6300 14.01 4 amide WO*Are*-1-Garage
Final Air Tor+.
.06152-50 100 Atirep(L) 15mat.7kt"tr Flow Wee
11)00 120 15.0
pm c 0.00i c 5.$ < Z695 c T muds Wom Arca,2.13arspe
Final Ail Test.
0(1152-51 100 1 1mWmt ill hera.Lteit aw.Bee
120 15.0 ,
I0013 { 0.001 < 5.5 < 2595 < 7 Insnin Want Ant�I.3-Garage
_ — Final Air Test.
05152.52 100 WkrinUU its; Lestt3itt
190o 120 15.0
stria c 0.001 c 5.5 < < 7 Outside Work Area+N-Yata
_ Final Air Test.
05162-S3 .c11 wt ble Eke
_ 1800 120 15.0
tH1
< 5.5695 < 7 utside Wort Area-S-W.Yard
Mal Air Test.
694 Ana) i
Q152. 10Q
- - - r ' '
n101 b < 0.004 < 5 5 < 2605 < 7
Final AN TOO
Outsldr Worts Area'8-AM8-Yard
_ _ __ 1.
----152 55- 100 1Bkraslla tookr.1�t
1a00 120 15.0
4
--_._—-- en asaestos
ass a+r test are t PA and a off ov*Oa elarraing removal
paged complete. The standard in bath cases 1s 6.01 FlheIMCC or less. The shove re ult{s)are
beige this level. If coenp[etion is based on Final Air Test nestlt(s),the area tested passed the Final Air Test and
sMoelO to considered completed. L Demi=Erderri s Collected the aheve samples.
`!— hQs tot 1
�(►r� J/O .dais et-7 Mors/M P
Maya .2dnisilfjty.. Maitivr:
3 S gltv1rwrnteMel Lab0raloties. NY FLAPS 31432
{906)206-0073 1114 Springfield Road,Union NJ Q1003 wosw PA7 e t Tree
coop 1it1Yt 1VYP*t1JORTAN31 Sir ranosotRQIt TVA) t'T:111 A00Z/I0/00
2"d e66:60 SO ZO unr
JPN-02-2006 FRI 10:39 AN AMEDORE FAX NO, 5184561999 P. 05
Jun 01 06 02s25p wince 518--885-0010 P.5
PHASE CONTRAST MICROSCOPY
ANALYTICAL.REPORT
MiddleCiles: Dona Tech senesce: 5120/2006
! Bay Am eannee: 6/1/2005
Ballston Spa.NY 12020 Glee Foils,Near York aampar 6112008
Phew/Fax 1111 8051010 Fred Reprint B/1=05
Sample f0 Flbers per Peels per Vibes per FibVs Wr Lotaron
Lab It) CC Firs Fiber MM= POStrfpltor+
#02o w 0 v 0 0 0 Field Spunk
--06152-36 100
•
e021 0 0 0 0 Sox Blank
06152•37 140
inside WaitArca-1-ROOT
8022 0 0 0 0 Fatal Air Tat.
Rw 06152-311 100 mew Earmilost
1000 120 15.0f
bs
t < 0.001 �- < 5.5 < 2906 < 7 beside Wank Ares-2-Roof
Final*ATM.
~DG1S2.99 100 W fieraals
11100 120_ _15.0
1024 c 0.001 < 5.5 . UPS — < 7 Inside t�UorkArea-s-Roof
Final Air Test.
4615t•40 100 YalaikOJ p"m'T.B. t EINI
itt�t 0 _ 120 15.0
♦ 7 inside Work An aoo n#-4 8a1t
0025 < 0.001 < 5.5 < 2695 < 7 Final Alt Teat
4815 1- 100 moo
F.mll 11e8lpi
16D0 120 15.0_
0026 < 0.001 < 5.5 c 2BlIS < 7 Inside Wank Atr�S-BatJ' oem
_ Final Air Test.
0615242 100 'tram thissillts BratBd
r, — . 1400 120 15.0
Outside WinkArea-8-Kitdten
11027 < 0.001 < 5.5 < 21395 < 7 Final Ak Test.
~�0815b43 f00 l ILI r'• Elea*
I _ 1800 120 'ILO
$OZ8 < 0.001 s 5.5 < 2695 < 7 Outside MetAre�6-f taut Rai
_ Final Air Test.
-0615Z-44 Y 100 -- Y!Y moil.1 Plmti &N•g*
1800 120 15.0
es—Tr sat test rasa aro -EPA and State of New York standanla)or determining an asboatos
removal project apnylela- T e standard in bath cases is 0.01 Fibeers=CC or less. The above MUM are
te0low ells levet. If completion is based on Fusel Air Tess rssult(s).the area Inked poised tie Final Air test and
should be considered completed. L , collected the at ive aarrl>trlos.
Pow. 1 . 2
**eau omits 7 Flues sine
nedkarg. Oildni..."al. 6
ricji,J 8 - menial Laboratories. NY MAP*11832
(808)206.0073 1119 Spiingfteld Road.Union NJ 07003 Il O$H P►re t7sa16
4 ton>is eIV'I 'MI Nuilfin»I a WM eviOn c'rnAn,.+fAO UPS w,'►t no.w+•`w.M
C '31 e60r60 SO ZO unC
• JUN-02-2006 FRI 10:40 AM AMEDORE FAX NO. 5184561999 P. 06
Jun 01 06 02125p wince 518-885-0019 p.s
PHASE CONTRAST MICROSCOPY
ANALYTICAL REPORT 200!!-i��i
- L.Oonnen Efl+* IQ mom Na
t Dona Tech sand: 513012000
.. c 656 Middle tine Road.Lot 72 kisser 322 Say Ave. Thaarvo. ti1112006
Ballston Spa.NY 12020 Glen Falls,New York 611120t16
Phone!Fax:(5182 665.0016 Front _. Aa 6/1/2006
Saa+prc`D Fibers per Fibers par Fibs*per Fun PE tccition
Laotu CC field Filter W Description
1029 c 0.001 < 5.5 < 2895 7 Outside Welk .141-Gatage
Fidel Air Test.
.. ..... bitaitista Boat*
019152-45 100 1800 120 15,0 ,
►" -Outside Work Arcs-B-Gerige
6630 < 0,031 < 5.5 < 205 4 7 Real Airiest
•_ 0615 46 100 v 800 p Ti LUAU
ep51 c 0.001 < 55 c 2695 c 7 120 15.0
OutsideIMark Area-1 =
Back Ya<4f finer Air TO L
^04152.47 100 Yaraodjt) &males Malta
1800 120 15.0
.y 1
- a r est resu • are "-. CI A*fleabite of Now York standards for determining an asbestos
removal prejeci aOmplele_ The standard in bath class le 0.01 Fibers/CO or less. The above result(s)arc
below this level. It coreple0on is based on Final Ait Test msul*(s).the area tested Passed the Fins Alt Test ano
5604110 be c0r16itlirSd coil plelld, L..OC1111ae Enterprise collected the above wares_
Pegg 2 0t 2
1161440oll Mtci feast mem
Niers rrlenaeer: r
J S Environments LaSoratories. C NY ELM a 11312
(900j Z3e-4073 1119 Springfield Road.union NJ 47061 rdosH r*r o vnalir
i00al1 SRY't 'TrJ,N7111>4011TM(II $V 1-600sese06 TVA ZT=9T 190ZJI0190
b ' ' e60r60 SO 20 unr
L,.
NQN'
M•�i
❑C.B. Cs
TF -31
kER
TERS RVICEBER MOVED
TO STD
tiw
Oyu
BM
R.R. SPIKE IN
U.POLE=317.54'
I I
' I
IA TIN OVERHEAD
IWI l T BE w
m /
I ' 0
I I
I
I I
I WATER SER CE
\ TO BE REM VED /
/ PER TOWN 3TD V
i /'��
� C
315
NM so-+�
..� �•• RFS
Ld
I_ "I have seen or observed, or believe I sa"N' evidence at, \00
all objects such as houses, Wells, trees, fences, etc., \ Lq
,5
sensor1 on this docu'nellt. I also represent that I have REC
11 ED v� n
persopaliy pleasured the distances set forth on the diagram."
1 „ JUN 1 U '1006
11A TOWN
r SIGNATURE p�----• QUILDING pNU �Op� IPF
tT x21 , /
_
�,�UNSBURY LANDS N/I 0 (/
r _KONCIKOWSKI & \13 DEELY
0 BUILDING � �� J�=B,
REVIE ED BY._ ,,
�l ( wN
00
DATE - C. 314.7W I 0
XISTING B ILDING TO BE 0
REMOVED ALONG WITH RELATED,t I
UTILITIES, INCLUDING SUSPECTED. I,T / JI
ON-SITE SEPTIC SYSTEMS ASPHALT 'A KING
(SEE SEM LITION NOTE #13) _
GAS--iYC�
PRE -DEMOLITION NOTES:
1. A PRE -DEMOLITION ACM/ENVIRONMENTAL
SURVEY SHALL BE COMPILED BY THE
CONTRACTOR PRIOR TO DEMOLITION AND AS
PART OF THE BUILDING PERMIT PROCESS.
COPY OF SAID SURVEY REPORT SHALL BE
FURNISHED TO THE TOWN BUILDING
DEPARTMENT.
2. CONTRACTOR SHALL CONDUCT ALL
NECESSARY ACM/.ENVIRONMENTAL
ABATEMENT PRIOR TO DEMOLITION. WORK TO
BE PERFORMED BY QUALIFIED CONTRACTOR IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE
AND FEDERAL STANDARDS.
3. CONTRACTOR SHALL OBTAIN A PERMIT FROM
THE WARREN COUNTY DEPARTMENT OF PUBLIC
WORKS FOR ALL WORK WITHIN THE R.O.W. OF
BAY ROAD (C.R. #7).
4. CONTRACTOR SHALL COORDINATE ALL UTILITY
SERVICE TERMINATION WITH RELATED UTILITY
COMPANIES.
5. CONTRACTOR SHALL COORDINATE WATER
SERVICE REMOVAL WITH THE TOWN
STANDARDS FOR REMOVAL.
6. CONTRACTOR SHALL COORDINATE DEMOLITION
PLAN WITH SWPPP REQUIRMENTS.
£ I \ ASPHALT
RF •21'35 IPF
4•� - 585.2 35"E S 521'35'E o
y-
�S8 c 20F'- IRF A�
=� P A o _ \
_ �ppR�7wwAi� u ITT of I
i 3a' NIDE TVYM E15ElIFNTr}sos
I IB DIP 5.5. NVs3B.�D S I \
S / \ //ellF I I XIS E R WOODED AREA
-
-�e S. Pine - I WETLANDS // I TO BE REMOVED TO THE
4• g, Pin 2, 4• s. PN �• \ \ \ \ A� I PROPERTY LINE
0
•1 r-•-- -r- - . � \1!
to sp ,
w.oek
SHED 0) XIS11NG SHED
55.8' 42 : °in TO BE REMOVED
A 9 PARCEL A
i $ ` '� trci m o sFP11c X S' NC ABANDONED u• APw•
SEP,1 s, NK +&-SE-REMOVED
(SEE r: OLITION NOTE #13)
T 5• 40.2 XISTING TREES /
I ARE
Z I (TO BE REMOVED .//
SIDENTIAL F`Mh A It i
5 1 VtSTORY
CONCRETE BLOCK 7}"C
9 315 BUILDING
111.9'
GRAVEL JRIVE;
xlsnNb TREES
O Ra\ VED
WETLANDS ' oI o
WOODED I o)
AREA r-
If)
In
V)
'
c
2 '4
/ \ �o13y2 I e \ /
?z
REA
XISTING TREES/ /iy�@ o'�ry A81 �O� / i / / /. / - - - ❑ \ \ I \
TO BE REMOVED! / A P �^ / A� / / ✓ / E \ / I \
(TYP.)
IPF �.
! \ CLEAR EXISTING WOODS BM
AS REQUIRED FOR , R.R. SPIKE IN ! / A24
/ PROPOSED CONSTRUCTION\ 2e WHITE PINE
XISTIN STAND OF \ = 313.76' ! / / i / / ❑ j�
TREES T BE REMOVED-
/ WOODED
/ AREA \ ( / / / // / d EXISTI WWOODED AREA /
TO B REMOVED TO THE /
/ PARCEL B � - ! / __.--315 PROP RTY LINE I
XISTING WOODED AREA
r BE REMOVED TO THE /
PROPERTY LINE / ' LJ
N L/
00
A2J
FIREPLACE
\\\� �1 / / r\`. / // �ifll �- / zf�
rASH lT,-EXISTING
oSURFACE d TO BE REMOVED \ \ / AT2 pS / 0/
XISTIN ASPHALT13
SAVE ENT TOsrac
REMOVED XISTING BUII )! TO BE // %/ / �F / \ / WOODED 921
NU REMOVED AL1 VG WITH RELATED 1 / ^/
UTILITIES, INC I! NCS SUSPECTED / i / /
-&4-.5!TE SEF IC SYSTEMS / / / / / AREA /
s ADW°/ (SEE EMOU• D• NO #13)� / / /
T / / XISTING WOODED AREA // i It
e• w°P GARDEN X- - ',.I / / - -/ J/ WO6DED _ - \ / PROPERTY TO BE E LINED TO THE
XISiIN(G ASPW _T k GARDEN' \
\ PAVEMENT TO I
\ REMOVED
\ XISTING GRAVEL
XISTING GARDI JS
I DRIVE TO BE TO BE REMOVEI ^ J
IPF REMOVED®:� �. '•, ._ o 1 / //�
i EXISTING TREES \ i I / / / / WOODED { /® \ / I I \ \ B3
- - - BE REMOVED :.< / / ' ^ AREA ' %; L `d - - - -\ \ p
+ j - -- -
- - .- - ,.....E •, _. ._ .., . _.:-:. _.,. ..,, ,. \ ` ,
\l� XISTING BUILD! G T BE / f 51.7 I I 0 : \
N REMOVED ALO G WITH RELATED > � I i it I ✓, / r / ` „_
UTIUTIES INCLUDING SUSPECTED/ / \
816 \ // B4
ON-SITE SEPTIC SYSTEMS / , = _ - / / / - - ; _ / /
/ EXISTING WOO ED AREA /
(SEE DEMOLITIO / iA15 / / I- - - /
' / - / C / / PROPERTY LIN TO THE
_ eRusr� RESIDENTIAL XISTING BARN /
- \ STORY WOOD X`" TO BE REMOVED / /
\ \ - �RaME (� / I
c 3s' '' PARCEL C /
417.9 A16 / / A18 , \ / l / I/ 3^85
ED ISTING SHED // „ , / I i ', I ( 81
_EN -F•, L TO.BE REMOVED/ II
/ S PROPOSED SILT FENCE/
ro 2ESTORY WOOD / e, y ""j..- / Al . / J \
FRAME / I ( XISTING BARN / / / / LIMITS OF DISTURBANCE \
USE XISTING CRUSH[;) TONE / I I TO BE REMOVED / / \ WOODED \ ( C\pS
•, AREA
9 / DRIVE TOB RE IO D / .� / �/ I I 60.2' /
XISTI TREES �}6 Fah\"\\ / /�� "u N / \
T�O -TRE J"'� m \ I o EXISTING ROW OF /
�(xr•1 / REMOVED//BARN 4' BPINE E RE TREES TWFIERE i / I l 812
OVESECTION OF EXISTING i /
/Catalpa % Jx LOCATED ON SITE
C 4g : �A
12" CMP PIkING TO BE �
310
F
! 1 spruce REMOVED. COORDINATE / p`8� , P\ INE RO 0 LEGEND:
-31s.rf / ( Pine WITH SHEETS SPL. / i i o p ® o s TING TREE
3�5 AND SP6 0 0-0 ?_-,>.. o rr \ 1813 REMOVEEXISTING
0 O �t 12• M°PI "f[ Lj-ople le \ / # _ - _. - - - - - - \
-
• wep NV. �13.13�
DEMOLITION NOTES: I 8. TEMPORARY DIVERSION MEASURES SHALL BE LOCATED IN A MANNER THAT WILL
MAP NOTES:
S VERIFY AN ORRELATE WITH 9. CONTRACTOR SHALL PROMPTLY DISPOSE OF DEBRIS RESULTING FROM DEMOLITION. DO NOT 3. CQNTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS NECESSARY FOR THE WORK ASSURE THAT THE AREA TRIBUTARY TO EACH DIVERSION DOES NOT EXCEED FIVE
1. CONTRACTOR SHALL SURVEY EXISTING CONDITIONS,
0 SELECTIV' EMOLITION ALLOW SAID DEBRIS TO ACCUMULATE ON-SITE. DO NOT BURN SAID DEBRIS ON-SITE. 0 TUNED HEREIN. (5) ACRES. THESE TEMPORARY DIVERSION MEASURES SHALL BE
MINE EXTENT F
1. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE
REQUIREMENTS INDICATED TO DETER
REQUIRED. ADDITIONALLY, CORRELATE DEMOLITION LIMITS WITH L
YOUT, UTILITY,
ACTIVITIES, ETC. `AT
INSPECTED DAILY AND REPAIRED/STABILIZED AS NECESSARY TO MINIMIZE EROSION.
BEEN PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND
1 0. CONTRACTOR SHALL TRANSPORT DEMOLITION DEBRIS OFF OWNER'S PROPERTY AND LEGALLY
4.
PPIIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK
'ALL
\
RECORD DRAWINGS. SURFACE FEATURES SUCH AS CATCH BASIN
GRADING AND LANDSCAPE PLANS.
FACILITY.
DISPOSE OF IT AT A LICENSED DISPOSALTY.
THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL ;INSTALL
9. CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES AS REQUIRED.
RIMS, MANHOLE COVERS, WATER VALVES, GAS VALVES, ETC.
IN EXISTING UTILITIES TO REMAIN I
2. CONTRACTOR SHALL MAINTAIN
ERVICE AND
T PORARY EROSION AND SEDIMENT CONTROL MEASURES (LE; SILT FENCES, TREE 5
��11
WERE LOCATED DURING THE FIELD SURVEY UNLESS NOTED OTHERWISE.
DAMAGE DURING SELECTIVE DEMOUTI N
OPERATIONS.:
ACTOR SHALL BACKFILL ALL OPEN EXCAVATIONS WITH A WELL GRADED SANDY GRAVEL
11. CONTRACTOR
pFpTECTION BARRIER FENCES, STABILIZED CONSTRUCTION ENTRANCES, STORM DRAIN
to. IATELY FOLLOWING COMPLETON OR SUSPENSION OF'CONSIRUCTION ACTIVITIES
THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE
PROTECT THEM AGAINST
OR SAND AND GRAVEL WITH LESS THAN 10% OF MATERIAL FINER THAN THAT PASSING A #200
SEDIMENT FILTERS, DRAINAGE DITCH SEDIMENT FILTERS, ETC.). TEMPORARY, "• ;'.
IN ANY:PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON
WHICH ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND
3. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND I _
OV E DEBRIS IN
SIEVE. PLACE SAID MATERIAL IN 12" LIFTS AND COMPACT TO 95% MODIFIED PROCTOR DENSITY.
EFOSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED. STABILIZED, «.
"ALL EXPOSED SOILSt11. I'
LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES
LO
A MANNER WHICH ENSURES MINIMUM INTERFERENCE WITH SEL' C
VE DEMOLITION
AqD FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY
MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE
OPERATIONS. WHERE POSSIBLE, THE CONTRACTOR SHALL TRY FC
P RESERVE ANY
12. REFER TO PLAN SHEETS SPS, SD3 AND SD4 AND THE STORMWATER POLLUTION PREVENTION
APEAS. �,�; ... e!
'' 11. `PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER DETENTION BASIN, ALL
MUST BE
"UNDERGROUND FACILITIES PROTECTIVE-0RINGS,
SIGNIFICANT STAND OF TREES.
SWPPP PREPARED FOR THE PROJECT FOR SOIL EROSION AND SEDIMENT CONTROL
PLAN ( )
{{
I �:,
°:'.CATCH .BASINS AND DRAINAGE LINES SHALL BE CLEANED OF ALL SILT AND
XCA
NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION
NOTES THAT PERTAIN TO SITE DEMOLITION.
5.
THE STORMWATER BASIN SHALL BE UTILIZED AS A TEMPORARY SEDIMENT BASIN .
SEDIMENT.
AND CONSTRUCT ON.
DEMOLITION OPERATIONS IN A IA
4. CONTRACTOR SHALL CONDUCT DEM
ADJACENT BUILDINGS A
AND DAMAGE TOA
NER WHICH PREVENTS
FACILITIES TO REMAIN.
SHALL REMOVE AND DISPOSE OF ALL COMPONENTS OF EXISTING SEWAGE
DI,RING CONSTRUCTION.` THE CONTRACTOR SHALL INSTALL THE OUTLET CONTROL
S UCTURES AND THE EARTHEN BERM. THE BASIN SHALL BE GRADED TO THE .TCP
T2
tl
12.'' UPON COMPLETION OF SITE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
2. THE EXISTING CONDITIONS SHOWN ARE TAKEN FROM A MAP
INJURY TO PERSONS -
PROVIDE FOR SAFE PASSAGE OF PERSONS AROUND SELECTIVEDISPOSAL
MOLITION AREA.
13. CONTRACTOR
COMPLIANCE WITH LOCAL
(SEPTIC) SYSTEMS, DESIGNATED FOR REMOVAL, IN FULL COMP
(
0 E AQUATIC BENCH AS INDICATED IN THE TYPICAL STORMWATER MANAGEMENT ;
OF, Q `,1!
FINALIZE CONSTRUCTION OF, THE STORMWATER DETENTION BASIN. `CONTRACTOR
ENTITLED "MAP OF A SURVEY MADE FOR NIGRO COMPANIES
STATE AND FEDERAL REGULATIONS AND STANDARDS.
BiSIN SECTION PRESENTED IN THE PROJECT DRAWINGS. CONTRACTOR SHALL COVER t';•. „
SHALL FINISH GRADE THE FORBAY(S),`AQUATIC BENCHES, AND WET POOL(S), AND
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK DATED
5. CONTRACTOR SHALL USE WATER MIST, TEMPORARY ENCLOSUR S
AND OTHER SUITABLE
PRIMARY INLET OF THE OUTLET CONTROL STRUCTURE WITH AMOCO TYPE 4545 � • I
•:: STABILIZE THEM AS INDICATED IN THE DRAWINGS.
SEPTEMBER 23, 1999 AND PREPARED BY VAN DUSEN &
METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY 'A
GOVERNING
CONSTRUCTION SEQUENCING
.THE
Aft EQUAL CONSTRUCTION FABRIC TO PREVENT FINES FROM ENTERING THE STORM:
=I'
kPROJECT
),
STEVES LAND SURVEYORS, LLC, LOCATED AT 37 CHESTER
STREET, GLENS FALLS, N.Y.
ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT USE WATI 4
ENVIR
SUCH AS ICE, FLOODING, At J
WHEN IT MAY
POLLUTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE FOLLOWING
W TER DISCHARGES FROM THE SITE.
;;
fl �
13. UPON ESTABLISHMENT OF PERMANENT ,VEGETATIVE COVER ON ALL DISTURBED
AREAS OF THE SITE, THE CO THE CONSTRUCTION FABRIC
DAMAGE EXISTING CONSTRUCTION,
CONSTRUCTION SEQUENCE:
6.
COMMENCING CLEARING, GRUBBING AND/OR ,EARTHWORK ACTIVITIES IN ,:; r'..
POR TO COMM
-1 THE OUTLET CONTROL STRUCTURE.
'FROM THE PRIMARY INLET
6. CONTRACTOR SHALL REMOVE AND TRANSPORT DEBRIS IN A M -N
ER THAT WILL PREVENT
D ONS
1. CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL READ AND UNDERSTAND THE -0ON TTI
A OTHER AREA OF THE SITE, THE CONTRACTOR SHALL INSTALL 1, LET;AND, �". _: , ,;,
ANY ,11'
OVERFLOW WEIR(S), CULVERT INLET/OUTLET
, y�,,�,FROM ,OF
GE
A,s„ THIS SHALL ONLY BE DONE WHEN THE.: PRIMARY OUTLET IS NO, LONGER SUBMERGED.
BAR SCALE
30 0 15 30 60
SPILLAGE ON ADJACENT SURFACES AND AREAS.
OF THE "NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE _
: -
OgTLET PROTECTION MEASURES (RIPRAP ,,1•.
PFOTECTION, ETC.) AND SHALL STABILIZE THE AREAS DISTURBED DURING THE _
I _. ,,
''CONTRACTOR EROSION AND SEDIMENT CONTROL
7. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPF7
MENTS OF DUST,
POLLUTANT DISCHARGE ELIMINATION SPDES GENERAL PERMIT FOR STORM WATER DISCHARGES
POLLU ( )
ACTIVITY"', GP -02-01 FOR THIS PROJECT.
C STRUCTION OF THE SEDIMENT BASIN. I`
14, SHALL REMOVE'ALL,TEMPORARY
MEASURES AND ESTABLISH PERMANENT VEGETATION OR OTHER MEANS
DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATI N
RETURN
FROM CONSTRUCTION
y,
,IMMEDIATELY
OF STABILIZATION ON THE AREAS DISTURBED DURING THEIR REMOVAL'
1 inch 30 ft.
ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF
c
ECTIVE DEMO.
ALL SIGN A COPY OF THE GENERAL PERMIT,
CONTRACTOR AND HIS/HER SUBCONTRACTORSSH
7.
CC�ITRACTOR SHALL INSTALLITEMPORARY DIVERSION MEASURES WITH ,A SSOCIATED a
8. EXISTING BUILDING LATERALS CONNECTED TO TOWNS SANITAR
EWER SYSTEM
2• GP -02-01 CERTIFICATION STATEMENT AS IDENTIFIED IN APPENDICES OF THE STORM WATER
ST(181LIZATION MEASURES (I.E., VEGETATIVE COVER, DRAINAGE DITCH SEDIMENT r'
Fl�TERS, STORM DRAIN SEDIMENT FILTERS, ETC.) TO PROVIDE FOR ,THE'
- ' ISSUED FOR PLANNING
BOARD APPROVAL -It
NOT FOR CONSTRUCTION
MUST BE CUT AND CAPPED AND INSPECTED BY WASTEWATER
SONNEL PRIOR
POLLUTION PROVENTION PLAN.
:
C�IVEYANCE OF STORMWATER RUNOFF TO THE TEMPORARY SEDIMENT, BASIN I„ -
TO DEMOLITION.
:H S RESERVED. COPY OR REPRODUCTION OF THIS PLAN
RTION, THEREOF IS PROHIBITED WITHOUT THE WRITTEN
'.K q OF THE DESIGN ENGINEER, SURVEYOR, OR ARCHITECT.
71 N OF THIS DRAWING, EXCEPT BY A LICENSED P.E. Is
. ANY ALTERATION BY A P.E. MUST BE INDICATED AND
IE APPROPRIATE SEAL. SIGNATURE AND DATE OF ALTERATION.
TURNBERRY
Poughkeepsie, New York 12601 Troy. Naw York 1$80 '- Newburgh, New 10rK 12DDV ,Nene rase, now i w ,cov, -.Z i O/JI/UO RLVIJI )14a rcn .rna,u1111,1 .... ,, -
�Phone: (645) 454-3980 ..Phone: If
(5{8) 273.0055 Phone: (845) 567-1133 Phone: (518) 812-0513 , .1 g/15/OS REVISIONS PER PLANNING: BOARD COMMENTS S. :
4*�'rev." date ', -t. description
TOWN OF QUEENSBURY, WARREN COUNTY NEW YORK
I`
drawn checked
PG JB
date scale
06/10/05 1-=30'
project no.
90504.00
sheet no.
SP2
90504\ENG\DWG\SP2-90504-DEMO.dwg
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