2006-405 ioak TOWN OF QUEENSBURY
742 Bay Road, NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060405 Application Number. A20060405
Tax Map No: 523400-302-008-0001-013-000-0000
Permission is hereby granted to: E&T O'CONNOR
For property located at: 322 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
2006-405 (FRONT)
DEMOLITION OF 43 X 45 RESIDENCE AND SHED
$20.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,June 26, 2007
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town Que bu Mo y June 26, 2006
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ON66 _ 3
TAX MAP NO. PERMIT NO. FEE PAID 2 t 4i""D
Permission is hereby granted to the above named Applicant to demolisn the building(s)
described herein as set forth in the Application below. JUN 1 U ZOOS
TOWN
Director of Building &Codes Date BUILDING AND CODE
APPLICATION FOR DEMOLITION PERMIT:
Fill in applicable spaces and submit two (2) plot plans, drawn to scale, showing lot
boundaries with dimensions and adjacent roads / streets. Show all existing structures
on the property and indicate which are to be demolished. Indicate on the plot plan the
location of all utilities. /
APPLICANT/BUILDER: E ET O/Co,vNo�./ Z'Nc., OWNER: AMEb e.e. .1-10 s
l40o LAJEs-er_N Ave
ADDRESS: po.$oX 3'77 GLENS FA l45 , /JV ADDRESS: AiLdAw1-7, N `r)
PHONE NOS. (5/k) 7Q2, - 4o 9d PHONE: '( Si£f_) 454v- toil)
PERSON RESPONSIBLE FOR WORK: •&..orr NUW PHONE: (5/8) 361 - 3 8
LOCATION OF DEMOLITION: .3 L Z_ BAy Ro,4 t--t'.�/ ,� F4 t'7/
WHERE WILL DEMOLITION MATERIAL BE DISPOSED? 1 AOLLo&J R66-6/JE ie-4 rlatil
ASBESTOS INFORMATION:
V 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: Db h ct, [e -, i n�
o License number of firm: Ct G 0$L(
F�zP¢te -ro CITY of Aufturtu
o Indicate where the asbestos material will be disposed:Nora FR=,A5►¢ L'As-rc -ro -r,tdv TRRnsFer
NOTE: A copy of Asbestos Removal Report must be filed with our office before demolition begins.
STRUCTURE INFORMATION:
✓ Indicate which structure(s) will be demolished: RESIDENCE / GARAGE BUSINESS
STORAGE BLDG. /- OTHER
✓ Size of structure: 43 X 4$
✓ Number of stories: 2
✓ Foundation type: FULL CELLAR CRAWL SPACE ✓ SLAB
✓ Foundation: WILL BE REPLACED WILL NOT BE REPLACED ✓
✓ Structures(s): WILL BE REPLACED WILL NOT BE REPLACED ✓
UTILITIES INFORMATION:
✓ Indicate utilities for this structure: GAS ✓ ELECTRIC ✓ PROPANE
PUBLIC WATER i/ 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
01, Town of Queensbun • Community Deoelor»neut Office . 742 Bay Road, Quec'nshury, NY 12804
JUN-13-2006 TUE 01 :49 PM NM PLANNING GLENS FALLS FAX NO. 5187615999 P. 01
0
nationalgrid Gayle POsborn
Consumer Representative-Distribution Design
June 13,2006
Dave Hatin
Town of Queensbury
Building and Codes
742 Bay Rd.
Qucensbury,NY 12804
RE: 320 and 322 Bay Rd., Qucensbury,NY
ACCT Us 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#128457118 and electric service entrance cable was removed
from the structure.
322 Bay Rd.
On May 23,2006,the electric meter#1 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,
C.7\\(Acird
�aylc . Osborn
Co tiler Relations
cc: N. Candeloro, Aniedore Homes, Inc.
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-
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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-
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In
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/ \ �o13y2 I e \ /
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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
rw+...: I 11PI" A• HILI