CC-000107-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: CC-000107-2016 Date Issued: Wednesday, May 3, 2017
This is to certify that work requested to be done as shown by Permit Number CC-000107-2016
has been completed.
Tax Map Number: 288.8-1-11.2
Location: 1602 State Rte 9
Owner: RASHEED BHATTI
Applicant: RASHEED BHATTI
This structure may be occupied as a:Commercial Alterations 2090 s.f.
King Hendrick Motel By Order of Town Board
TOWN OF QUEENSSBBURYA
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, GGG vvv
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,Queensbury,NY 12804-5904 (518)761-8201
1W
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: CC-000107-2016
Tax Map No: 288.8-1-11.2
Permission is hereby granted to: RASHEED BHATTI
For property located at: 1602 State Rte 9
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
Tvce of Construction
Owner Name: RASHEED BHATTI Multi-Family-Alteration $19,000.00
Owner Address: 932 State Route 9 Total Value $19,000.00
Queensbury,NY 12804
Contractor or Builders Name/Address Electrical Inspection Agency
Plans&Specifications
Commercial Alterations 2090 s.f.
King Hendrick Motel
Cross Ref Site Plan Review PZ-0153-2016
$418.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,September 19,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of�aClRla / l �on a ,S t I9,2016
SIGNED BY: (` (.ew_KI{// for the Town of Queensbury.
Director of Building&Code Enforcement
PRINCIPAL STRUCTURE APPLICATION Office Use Only
� � /� Received
Date: /�F},2G(/( o?O/4( Tax Map ID
Tax Map ID n L Lp2ffi o £$– ( – l 1 • Z Permit No. G ' Io"t . 7-01�Sp J
Permit Fee211ZbT vo�ta1
Zone G L Rec Fee
Historic Site _Yes k No Site Plan#
Subdivision Name Lot# u ' . ' n#
Project Location -7-LF k�K lbdu,,.k /lam
I za-t e
TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,du pl w0
-family,
multiple family,apartments,condominiums,townhouses,and/or manufactured&modular homes, but not mobile
homes. This is in addition to the permit fee(s).
Applicanteg ;� 44,kOwner 456 R Aj�A eg� k A44-�
Address 102 5 Z} l -ct Address z S'T � 6�—i C�
fikc G6CZK € isq 461 Oltxvlu
Phone/E-mail ,�9� _2 Phone/E-mail lt
MS - c t'o.c .� /Qes�r¢etl��iaFtr'/� �k7.�Ok✓t
Contact Person for Building&Codes Compliance: Phone
TYPE OF CONSTRUCTION
✓Check all that apply New Addition Alteration I"floor sf 21 floor sf Total sf Height
Single Family
Two-Family
Multi-Family '� /�,✓lS�
(#of units dl Fah . /Cw— Zo !c0
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garage
(1, 2, 3, 4+)
Other
If commercial or industrial please indicate of business
Town of Queensbury Building&Codes Principal Structure Application Revised Septdmber tO15
Proposed use of building or addition o C RM
Source of Heat(circle one) as Oil Propane Solar Other
Fireplace: Complete a separate application for Fuel Burning
Appliances & Chimneys Pt
Are there structures not shown on plot plan? A(S
Are there easements on the property?
Site Information
a. Dimensions or acreage of lot .% prcqe3
b. Is this a corner lot? )�o
c. Will the grade be changed as a result of construction Yes i_ No
d. Public water or Private well Al f Ae
e. Sewer or Private Septic System e C�
Value of all work to be performed(labor or materials) $
DECLARATION.
1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period.
2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval.
3. I certify that the application,plans and supporting materials are a true and complete statement/description of
the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building
laws and ordinances, and in conformance with local zoning regulations
4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy.
5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: i9vaS 619A _&AA4� DATE: 2-01 L(
SIGNATURE: DATE: q y✓I p 44A
For office use only
Operating Permit Issued: _Yes —No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
Town of Queensbury Building&Codes Principal Structure Application Revised September 2015
FIRE MARSHAL'S OFFICE
Town of Queensbury
742 Bay Road, Queensbury, NY 12804
(DW "Home of Natural Beauty ... A Good Place to Live "
PLAN REVIEW
King Hendrick Motel
1602 Route 9
CO-000107-2016
3/8/2016
• Fire extinguisher locations to be determined
• Add combo pak in basement area
• Evacuation plan must be posted in each room on door
• FM to verify function of smoke / CO devices as well as emergency
lighting fixtures
Michael J Palmer
Fire Marshal
742 Bay Road
Queensbury NY 12804
firemarshal@queensbury.net
Fire Marshal's Office • Phone: 518-761-8206 • F a s: 518-745-4437
firemarslial@queensbunl.net • 7MMqueensbuni net
- Ma r. 29. 2011 1:49A MDIA No. 7631 P. 2
MIDDLE DEPARTMENT INSPECTION AGENCY, INC.
Vw4os that the electrical wiring to the electrical equipment listed below has been examined and is approved as
being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the data-
noted
atenoted below and is issued subject to the following conditions.
Owner: Soro-Mas LTD Date:
03/22/2017
Occupant:King Hendrick Motel Locatio%02 Route 9
OccupancyNon-Residential Queensbury,Warren Co. NY
Applicant
Som-Mas LTD/
King Hendrick Motel
1602 Route 9 ...,_ :. ... .
LLake George, NY 12$45::,' ;.: `
«•'.= J
Joseph AHolmes
No. 3180142i]6l3 0E
Equipment: (;
1 -Septic Pump; 2-Switches; 20-Receptacles; 1"0--:r&iure9;B-Arc Fault Breakers
'w
This certificate applies to the electrical wiring to the electrical eduipment listed immediately null and void. This certificate applies only to the use,occupancy and
above and the Installation inspected as of the above noted dais based on a visual ownefship as indicated herein. Upon a Mange In the use,occupancy or ownership
Inspection. No warranty Is expressed or implied es to the mechanical safety,elfi- of the property Indicated above,this certificate shall be immediately null and void.
ciency or fitness of the equipment for any particular purpose. This canificate shall In the event that this canificaie becomes inwltd based upon the above conditions.
be wild for a period of one year from the above noted date. Should the electrical this certificate may be revalldated upon reinspection by Middle Department
system to which this eahfieale,applies be altered in any way,Including but not limit- Inspection Agency.Inc. An application far inspection must be submitted to Middle
ed to.the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency. Inc. to Initiate the Inspection and revalidation
any of the components installed as of the above noted dale,this certificate shall be process. A fee will be charged tot this service.
l
oC\2
p,SP Map Reference N
I p of... ICUMa
I � �
Rasheed Bhatti s 2
IBy: Van Dusen *Steves in Li
Date: 14 May 2012 cv
sad' I I I All boundary information 4i
I and existing structures IM
20M e� I 5004 g per referenced survey. 0 0
I501 y CRUSH iD
O STOf� ' o
O q) CN
.� 1Id
I I Genera/ Notes: Ig
— � N 7. Contractor must adhere to NYS DOH
/ 0 U) & Town of Queensbury regulations at all
�{ times. a0 3
4'0 PVC PipeiAb 'JG" VentdO o m
I 12" min. Above Grade �) a p�j 2
� 2. A J' vent must be used due to a'o �
final depth of absorption trenches. co
/
?
4"0 PVC Pipe
J. Risers must be added to manhole o v°
v 498.6' * ® 1/4"Per foot access ports to allow for access for
5 1 00 / maintenance and inspection.
I ' N T 1 I 4. Any deviation from approved plans
1 / 0 must be discussed with DL Dickinson a
Associates prior to commencement of
I -49_816 * 1250 gal. Concrete work. }�"
1 8 Septic Tank
9
ZUU
l 498.0 * r(D��
Wood Post I u UEC 1._�.�V D X CO lD
4'Max Spacing � T \�� — — — — —— ✓ l�"�1 a O-Vto to
/ �� r" a
Geotextile Fabric
(AASHTO, M 288) 4 O PVC Pipe
(4) Absorption Trenches I W 118"per foot /
3 " min. @ 24"W x 50 LF /
Backfill i -- - --' —
(see Sheet 2 for details) I /
U D
Slope oownSlope ' PLAYGROUf� - - --- -- - - - -. - - - - - - -
i �
. 07
Extend GeotextAe Fabric i� min. Concrete Distribution 296 -�
a min. 6• vert. &6•Hod:. I / Box w/Speed Levelers I �_ Z
�(Rs °37' 27"W 0
Ins Sotl 98 S86 U
I �
Silt Fence Notes: 499
1. Silt fence shall be placed at those loc tions shown on 500 (((•(��
the site plan. �F�Mi.rf OL
2. Overlap Geotextile fabric by 6 inches a d fold where
two sections adjoin.
3. Inspections of silt fences shall be at I ast once per �
week and after rain events In excess of Inch. Repair or :+ ' l$ til �i�k! \��(,� �i Z
replacement shall be made promptly as n eded. w
4. Sediment trapped by the silt fence sha be removed //++ c G /O� __ + m� ktl�l
(and promptly disposed of) whenever signi cant sediment 288.8-1-'� ,2 C1i'000107'2016 Y 6 A ��
accumulation occurs. w !
5. Material (geotextile & post) installation, maintenance, I Bhatti, RasheedlKing Hendrick Motel r � O
and slit fence removal shall comply with A SHM, M 288
requirements. 1602 State Route 9 >J
6. Silt fence shall be maintained in place u till completion ) ,�
of construction and the upslope area has b en stabilized. Commercial Alterations 2090 SJ. �l
( / '( �`' �1
r
ttaM If w4 n rm domclz t=0°tam adh earV Stan na=e to 200 feet. U
Septic Tank Sion ST
o
Fort Miller (or equivalent) J IFroFetty kne N C)
1250 Gallon Concrete Septic Tank Mound for settling p IV I5
wea
Backfill with mertu soil 3
Location Stake er-I 1/2"Thlck Is rand s
u-ha.rw:./0—(6a1 Handle Biter Fab 6°min.. 12'max. I� °.:+5"' IOm05�n:'
inn �r ca« Build Agape' 2° - N
Inlet cutlet (PerForeted G ' tto�e t
,W — INLET I Rigid) 4' 2O'
OUTLET — a
nit bax '�
�'-.. '` e'•• d2 Stone(p n
> F :e Undisturbed In51tu Set level on 12° r `
HEIGHT 3 6 ra" Sod i2StOne Insltu usableG'min. o
DEPTH +%' ° lOnm IOmm
-; sod I-GCW n 12 max.
Distribution Box Details "heat w a N
Clean Backfill
with speed levelers Department a
r FIGURE I from the New York State D artment of Hearth ni
24° 'Individual Residential Wastewater Treatment Systems '� $
insitu So#(undisturbed) Design Handbook', 1996. Page G2 >
Septic tanks and distribution boxes
shall conform to the requirements
_ min. 12'ease f2 Stone q Seasonal high 24'min. Absorption field Seperataon Rectmrements y
of 1ONYCRR Appendix 75-A. Ground Water Not to5ces o iv
LENGTH—moi 4$'min. rj
� 3
Concrete: 4000 PSI
Reinforcement: ASTM O O'
A615-Gude 60
Entrained Air. 5-9% hedge Or — YIP'F4, o C O O
(ASTM C890) Impennars `.3' F ' N
Traffic Rated ��
Permeable Geotextile,Untreated Budding Paper or 4'straw
Tile Trench Cross section
Crushed Stone 3/4'- I wa5hed djravcA Joint in
Perforation
_ 2'minimum
,. e; RI
-Al laterals must o
be capped NO.Bdnns Dady Design flow 5"c Tank Sae Une, Ft of Tde *rr.s®(LF) � 1
51ope Dlstnbutor Pipe I/I G°- 1/32'per foot Level Trench Bottom 2 220 gpd 1000 gal. 92 2 5a or �(.0
Spacing of Absorption Trench-G'on centerC cz
1000
3®4G'or
3 330 gpd gal• 138 4 @ 35'
Trench Profile
The wastewater treatment systems in this subdivision are designed and approved based 4®4G
on a design flow of 110 gad per bedroom. The systems were not designed to accommodate '4 ` 0 91'd 1250 gal. 184 I t0 cp
NOTE: Do not install trenches in wet soil. -"-
extreme water use fixtures, such as Jocuzzh-type spa tubs or water treatment equipment. li-9�e Vl
Install trenches parallel to contours. The installation of extreme water use fixtures is contrary to the approval of this realty
Install trenches as shallow as possible which meet above noted minimum depths. subdivision. SOIL TESTING RESULTS
Rake sides and bottom of trench prior to placing gravel.
Ends of all distributor pipes must be capped. Note: these design detalls taken from the New York State Department of Health 'Individual The following soil testing results were logged byDL
Residential Wastewater Treatment Systems DESIGN HANDBOOK' 1996. Dickinson Associates on 4 February 2016 under the
Figure 7 supervision of The Chozen Companies as required by the
Absorption Trench Detail Town of Queensbury. The results are as follows:
Deep Soil Test Pits: j
Absoprtion Trench Plan View 4"0 PVC Pipe J" Vent '7
Vent Detail 7P#4 ® Z
`12" min. Above Grade JV 0-18 inches, clean fill p
N.T.S. / N.T.S. 18-23 inches, gravel (loose parking material) U
/ 23-64 inches, loamy sand p
64-90 inches, loamy fine sand
rJ0 Water ® 90 inches/No mottling observed
DISTRIBUTION BOX Z.0 The following percolation tests were performed by DL
Dickinson Associates on 4 February 2016. The results
4"0 PVC Pipe J" Vent are as follows:
(Must have speed levelers � ?
V
2 12" min. Above Grade Z z
12' Percolation Tests: LLJ
PT# 1 ��(•]]
I Ir I 1 Stabilized Rate = 4min 30sec/inch Ot
6.0' Q
� Pr#2
Stabilized Rate = 4min 15sec/inch
Absorption Trench(typ.) to
II I q 1 I n 1 II 1 u a n 1 n -11 I ( _
5-0 4-o I3-`� 4-0 5-O -� 4-D F-6 I \ r ij til
1
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HIGH RP.IL ON AL PASSAGE DOORS " �m
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I I t'-s x�'-o TOWN OF QUEEN�BUR EX ERIOR DOORe�
LANtillyc BUILDING & C � . E
Reviewed By: NOTICE:
Date: z � Smo a detectors.are required in bedrooms,
14'c5° 12� V' 7 a Mt to bedrooms and on each OM
1 �Ye Including cellar or basement.
-6 g-o 15-10 2�-4 2t-Z 4-6 8-3 4-� olCtl det ctors& carbon monoxide
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990-040 c � �
water and drain pipes under lavatories shall +1 _ i,e G
be insulated or otherwise configured to protect 54 min E \ 1 2" M E 3�2r1 5 d12_
against contact.There shall be no sharp or 12 max 1370
abrasive surfaces under lavatories. 305 a'I i" R,O.HT, 1�
42 min r- , u ! it 1 n ! " t ! u
4.19.5 F'l~aueet€a.Faucets shall comply with 1065 2± _
4.27.4.Lever-operated,push-type, and elec- 7:.0• 3°- U vaJ o
tropically contro a mechanisms are examples TOILETp�R— ( = SD/Cb _
of acceptable designs.Yseif-closing valves areon 609.�4-� o
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OR spaeo o Fig.604,5.2 I 8 a�o �0 5,7 5P PGI. MLt X
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NOTE; 2X10
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Clear Floor Space at Lavatories R60M I q 145.+-20 t( .194 12 ,833 F9q7 6 ,1S2 °-062 33l/2_ 24f8 6,Z52
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IroO2 STATS fDOUTE q; L.o,I« c EOP—Ci
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e� 500 4 9 .
501 I CRUSH iD T vvr�'or u � s'I I RY
I ® I STO ' BUILDING& CODES
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General Notes: :2 m N
50% Expansion Area _ _ i _ _ _ N 1. Contractor must adhere to NYS DOH cn �� �aQ
& Town of Queensbury regulations at all :P O W times. o q o
—I o '�' q)3 3
Proposed Absorption Bed 1 ' ' ' ' m O , a�
',',� �',',� r 2. Risers must be added to manhole o
20.0'W x 46.3L I I , ,'��',', / access ports to allow for access for ° C/5 o �o
(see Sheet 2 for details) maintenance and inspection. a r 3 q'
4"0PVCPipe o 0 0C3
® 1/4"per foot J. Any deviation from approved plans
5 W I f must be discussed with DL Dickinson
1 0
1PT 1 0 I 2500 gal. Concrete Associates prior to commencement of In
II Septic Tank work.
T 4
iVj I \ i I N
I Q l 1500 gal. Concrete 2
1 Pump Tank I
498 - - - -- ?0ka
1500 gal. Concrete
Wood Post I a Sep tic Tank co co
4'Max Spacing
I I n
GeotextHe Fabric I' —r•.� v v
(AASHTD. M 298) ! � Reputed 8' Diameter
I ' Seepage Pits (3)
3
min. (approx.
x—. 4—bedroom capacity)
Backfill Ii —
— — — —
_ — — — — — —o
Downipe PLAYG U
IOPe ISi
A
JA>
� + " min. 2,96 a 07
Extend Geotextle Fabric
a min. 3 Vert. &6'Horiz 11.
W
Z
Rs
Insi San 498
2"0 PVC Force Main Z
Silt Fence Notes: I 499 Concrete Distribution \`�......r�rrrrff��� � g
500 Box w/Speed Levelers ;.�� .>E�. r /' •
1. Silt fence shall be placed at those loc tions shown on :J v
the site plan. Cit ;A
2. OverlapGeotextile fabric b 6 inches d fold where E
two sectiy W
ns adjoin. �� , -d Z
3. Inspections of silt fences shall be at I ast once per I 4 '
week and after rain events in excess of } inch. Repair or
replacement shall be made promptly as n eded. µml J A LU
4. Sediment trapped by the silt fence she be removed I LL •
(and promptly disposed of) whenever signi cant sediment
accumulation occurs. y�y
5. Material (geotextle & post) installation, maintenance,
and silt fence removal shall comply with A SHTO, M 288
requirements.
6. Silt fence shall be maintained in place u til completion ��i✓✓✓ �`t"`�pl`�
of construction and the upslope area has b en stabilized.
/ tf)
f
Septic`dank Section Manhole (typ.) h' Mif=9acam•„yndertrndinxwoft==5avstemauraeto200fmk U
Union tsconnect 0 U
Fort Miller (or equivalent) ST tRe N O
2500 Gallon Concrete Septic Tank 24" d 15 IS wd Q N
Location Stake er-I 1f2°Thtck 4' PVC INLE
2* PVC Pressure I� I� 1004n Po"d
17-
•�./C.—(W Handle Effluent Line `IJ
mh+r caar In
To Absorption Bed yy N
Chack Volw Si Haug tla�e 43 N N
� Inlet 00 cutlet Furnace Valve aj ••
II��II�- I (to allow back drain) I I (5 > CQ
OUTLET r 1 uLaw It INLET 2OFM Gnt fza 0) 0 QL
Undisturbed Insitu Set level on 12' [DEE
2 DOSEc proHEIGHT DEPTH 1 4" 5011 #2Stone ———— • �105IBJ- 213 DOS
6� SHFF30 Hydrornatte
Distribution Box Details submersible Erl,uant T sweet °�' a ry
• ` Pump(ar aquNdmt) N_
41GYean Backfin with speed levelers FIGURE I from the New York State Departinent of Health •CIZ
j 'Indmdual Residential Wastewater Tr+eabnent 5y5tems
I = '.: Design Handbook°, 1996. Page 62 `�N
/nsitu Son(undisturbed) Septic tanks and distribution boxes cm
P Note: Dose = 115 gallons w/drain back. `��11t ttdrr,:iit/ � � t7 C7
shall conform to the requirements Absorption Field 5eperabon
Rec{uiremerlts `\.';1Err i�:H� j i
of IONYCRR Appendix 75-A. 1500 qal. Pump Staion Na to9aie `Q` `�o
LENGTH NOTE: Float elevations must be verifiedP r� e
Concrete 4000 PS! once final tank selection has been made. 7 F� 3 y
Reinforcement ASTM Design Parameters: - c0 Qr 2
A615—Grade 60 Daily Flow: ',� o
Entrained Air. 5-9$ &` { 1 /• O O
o�R8eT ( td 8 bdrm x 110 gpd/bdrm = 880 gpd
A►bso rtlon Sed - Pian Bed Design: `<
p PL Bed Application Rate = 0.95 gpd/SF (1-5 min./inch).��y�N ,
N T.S. Bed plication Area = 926 SF
Pump J
Dose Volume: xx gal. per dose In
46.3' = 44LF(2"0 pipe) x 0.163901/LF = 7 gal.
41.3' = 165LF(4"O pipe) x 0.653ga1/LF = 108 gal. x 75% = 81 gal.
(Perforated PVC Pipe)
Cap Ends of Pipe Total Dose Volume w/ Drain Back = 115 gal.
at/.
Dose Frequency = 11/day
Concrete Distribution BoxPump:
w/Speed Levelers 2 5' Q
Static Head = 7' tC�1r
Dynamic Head = 9' x
Total D
yn � to to
5.0' 20.0' Pump: Hydromatic SHEF30 37gpm @ 9'
A►bsoprtion Sed -Section CL:3 e
N.T.S. XS SOIL TESTING RESULTS
The following soil testing results were logged by DL
Limits of Stone Bed L#2 Stone (washed) Dickinson Associates on 4 February 2016 under the
supervision of The Chozen Companies as required by the
/
CROWN FINAL GRADING (20.0"x 46.3) Town of Queensbury. The results are as follows:
SLIGHRY TO FACILITATE 4"m Perforated PVC Pipe
DRAINAGE OF SURFACE WATER Deep Soil Test Pits:
Z
12" CLEAN BACKFILL 20.0' 0-18 inches, clean fill O
Z
SEED & MULCH 18-23 inches, gravel (loose parking material) U
PERMEABLE GE07EXTILE FABRIC 23-64 inches, loamy sand p
5.0' 5.0' 64-90 inches, loamy fine sand Z
2.5 5.0' 2.5' Water ® 90 inches/No mottling observed
1=1 11=:111: =1 I 1=1 11=1 I I—� The followingpercolation tests were performed by DL W
0_ O 1=1 I I=I I I=I 1 I= Layer of loose gravel must be removed in Dickinson Asociates on 4 February 016. The results W
11—i 1 -1 i_ r .I 1�_�1 =I 1�— are as follows: Z
(1 ;—;, __,,,—,,,— ,—,,,—,,,__, ,—,,,—,i I—I I-1 I I—I area o f absorption bed and replaced
' I.i 1==1.!1=i i=1 1=1 11==1 11=1 11=1 11_-I 11=l 11=1 11=1 11=1 11= with insitu soi�, as necessary. Percolation Tests: W
_12'=6 I— _ _ '— i t—I 11=f 1=1 I
—II I—III-=1 —1 i—I —I 11=1 11=I I,=1
I=III=III—T ;0
1=1 I 1=1 I1=111:4"0 PVC PERFORATED PIPE PT# 1 •
24 min_ —I Stabilized Rate = 4min 30sec inch
1—III-i 1-1 -I I I—I 11 -#? STONE-III- /
PT#2
_1:MO IT7Z/NGI "1 i' I' Stabilized Rate = 4min 15sec/inch
N