HomeMy WebLinkAboutFEMA Hillsinger Rd.FEDERAL EMERGENCY MANAGEMENT AGENCY
� O.M.B. No. 3067-0151
PROJECT WORKSHEET
PAPERWORK BURDEN DISCLOSURE NOTICE Expires April ap, ZOpi
Public reporting burden for this form is estimated to average 30 minutes. The burden estimate includes the time for reviewing
instructions, searching existing data sources, gathering and maintaining the needed data, and completing and submitting the forms.
You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right
Amer of the forms. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to:
'nformation Collections Management Federal Emergency Management Agency, 500 C Street, SW, Washington, DC 20472,
Paperwork Reduction Project (3067-0151). NOTE: Do not send your completed form to this address.
DECLARATION NO, PROJECT NO. �FIPS NO. DATE
FEMA 1x589 CATEGORY
-NY TOH 009 023-32160-00 7/14/2005 C
DAMAGED FACILITY
ulvert Repair
APPLICANT
Town of Harford
€ACATiON
ICOUNTY
Cortland
WORK COMPLETE AS OF:
7/14/2005 0%
Hllsinger Road LATITUDE LONGITUDE DAMAGE DESCRIPTION AND DIMENSIONS N 42.42288 W 76.23229
During
rid emthe deciared periodnt Ap
incident iod froril 2, 2005 to April 4, 2005 the Town of 1-larford experienced severe flooding and substa
throughout the town. Along Hilsinger Road three sites were damaged. ntial rainfall that damaged culverts
Site 1. A 1 5001 x 16 UV x 70 gravel surface {42.47752,
�+ashed out 'W 76.20541) of the seasonal road was washed out The 3 x 1'D ditch on one side of this 1500' stretch was also
3ft2 2. A 261 x 30" concrete culvert (42.46408, 76.18365) was damaged.
Site 3. A 20 x damaged and are near collapse. concrete culvert (42,45787, T13.19167). Erosion oceured a
gide were also daround the inlet and outlet. Four 2x2x8 bkx:ks that were stablizjng the downstream right
SCOPE OF WORK
3rte 1. Restore the 15WL x 18'W x 3"D gravel surface Of Hilsinger Road. Clean and scrape 15WL x 3'W x VD ditch.
Site 2. Replace the 26'L by 3o" concrete culvert
Site 3. Replace the 201 by 38" concrete culvert. Fill in the eroded portions around the inlet and outlet with rackfili. Replace the four 2x2rr6 canerete blocks to hold up TftF
embankment
a hazard mitigation Proposal is attached m upgrade Site 2 to a 36" culvert. And to upgrade Site 3 to a 48"
-iprap, culvert add more concrete blocks and replace the rockfill wilt
Does the scope of worts change the pre -disaster conditions at the site? Y
Special Considerations issues included? Y
Hazard Mitigation proposal included? Y
Is there insurance coverage on this facility? N
ITEM CODE DESCRIPTION PROJECT COST
UNIT QUANTITY
. 9002 Work to be done n
9999 Item specific to the PW
<- <_ ` c_ ENTER FEMA COST CODES
<. c. c_ <_ ENTER FEMA COST CODES
ENTER FEMA COST CODES
ENTER FEMA COST CODES
ENTER FEMA COST CODES
<- ENTER FEMA COST CODES
ENTER FEMA COST CODES
`- <- <- ENTER FEMA COST CODES
<- ENTE FEMA COST CODES
i "Q—tr5;1' r;
PREPARED BY:Sdsttl� SEMO PAI,
Hugh umhv, FEMAIPO
j�...
FEMA Form 90-91 SEP 9$
LS . $ 16,356.03
UNIT PRICE COST
1.00 $16,356.03
TOTAL COST $16,356.03
TITL
i E. Town 'Supervisor
Ray Marsh 9E- 'A k
REPLACES ALL PREVIOUS EDITIONS.
FEDERAL EMERGENCY MANAGEMENT AGENCY
SPECIAL CONSIDERATIONS QUESTIONS
APPLICANTS NAME 2, FIPS NUMBER' 3. DATE
Town of Harford 023-32180-001711412005
4. PROJECT NUMBER 5. LOCATION FEMA
TOH 009 Hitsinger Road 1589
Form must be plied out• --for each p ups
1. Paas the damaged f x tY or item of work have #msumnw and/or is it an insurable risk? (e.g., J gni, vehk $. etc.)
Yes No I Unsure I COMMENTS:
X li iJ
2. Is the dafnayad fac67y k nglm d Withh a Roodpiairr or coastal high hazard arae. or daft it have art impact on a noodlyan or weHand?
Yes No Unsure I COMMENTS: Sibs not in floodplain. Map reference 3601 So a
X
3. Is the damaged fediky or Item of worn located wfthin or adjacent to s t%oettei Barrier Resource System Unit or an Ot#iervrim Proteatmd Area?
Yes No Unsure I COMMENTS:
X
4. wit the proposed f_Wy Waksrreaomfnam change the Pro-dhasteroorrdl m? (e.9.. IUo6yw maAsria! daeaflorr,
rapaeib, uta arfumtWrr)
Yes No Unsure f COMMENTS: Site will be mitigated by extending existing concrete block wall, upsizing pipe sizes and
X utilizing riprap.
5. Docs the applicant have a hazard ntltig0w Proposal or would the a~ Ake techt"assistance for a hazard mitigation proposal?
Yes No Unsure I COMMENTS: Mitigation proposal attached.
X
6. It the damaged facilty on the NMiaaal Register of Historic Places or the state historic Nstimg? Is it Older 0_ 50
years? Are there store, similar bu9dkrgs near the silt?
Yes I No I
Unsure I
COMMENTS:
7. Are there airy pristine or undisturbed areas on, or mean. the project site? Are there lease tracts of foresttend?
Yes I No I Unsure f COMMENTS:
X
9. Are these any hazardous materfa#s at or adjacent to the damaged facility andtor dem of work?
Yes No Unsure I COMMENTS:
X
2. Are thfre any other environnrerd* or _0troversesl issues assockmw with the dame
gad facAtiY argtor hent of work?
Yes No Unsure COMMENTS:
Site is in Creek.
X
FEMA Form 90-120, NOV Iib
APPLICANT
Town of Harford
PROJECT OR SITE NO,
T H 09
CALCULATIONS OF WORK TO BE DONE
PAGE OF
SCOPE OF WORK DETAILED ON THIS ESTIMATE SHEET: FEMA 1589
Site 1. Restore the ISWL x 16'W x 3"D gravel surface of HNsinger Road. Clean and scrape 1500`L x 3'W x 1'D ditch.
Site 3, Restore the 201 by 36" concrete culvert Restore eroded hanks with raeplace the 281 by 3Wconcrete cuiverl. Cover 2VW ekfil aroaround both aids of the inlet and the left side of the utlet. Restore
surface course
re 4 2xZx8 concrete blocks on right side of the outlet. Blocks Witt be purchased from local
supplier. Applicant vdll utilize force account labor and equipment to Pick up and install concrete blocks (See Attachment A for full description).
y.
kJ` O� CIO O
�'Op OSP
kk J �
1500 16 0.25 1 444.4 TON $ 19.00 $ 8,494.44
1500 3 1I
1.500.0
LF
GpOA/ DESCRIPTION
0.75 $
J k
40
Site 1
3010
AGGREGATE SURFACE COURSE
Site 1
LF
3070
AITCH CLEANING & SHAPING
2,522A0
23
0
kc- 4 <- - ENTER FEMA COST CODES
Site 2
3369
RCP 30" (FURNISH AND INSTALL)
Site 2
3010
AGGREGATE SURFACE COURSE
0
1- - e- <- ENTER FEMA COST CODES
Site 3
3370
IRCP 36" (FURNISH AND INSTALL)
Site 3
3011
AGGREGATE SURFACE COURSE
Site 3
3051
ROCKFILL (ALT. TO UNCLASSIFIED FILL). Inlet of Culvert
Sits 3
3051
IROCKFILL (ALT. TO UNCLASSIFIED FILL), Outlet of Culvert
Site 3
9999
2'x2'xV Concrete Blocks from Lewbro Waste (Delivery
Site 3
9999
not Included)
Labor 12 men, $16.501 hour w/ frinpes)
Site 3
8282
�E)Mavator, Hydraulic
Site 3
f 8393
Loader, wheel
Site 3
8723
Truck, Duma
Site 3
8600
Trailer, Eouioment
533.33
0
�< �- G �- ENTER FEMA COST CODES
2
0
`� ' < ENTER FEMA COST CODES
$
45.00
I USER MAY INPUT OWN DATA HERE
180.00
I
USER MAY INPUT OWN DATA HERE
I
11.0
USER MAY INPUT OWN DATA HERf,
$
16.50 $
USER MAY INPUT OWN DATA HERE
y.
kJ` O� CIO O
�'Op OSP
kk J �
1500 16 0.25 1 444.4 TON $ 19.00 $ 8,494.44
1500 3 1I
1.500.0
LF
$
0.75 $
1,125.00
21126.01
LF
$
$7.00 1 $
2,522A0
23
i 6
0.25
6.8TON
! �
� $
19.00 � $
128.48 ,
} 20 I
20.0
LF
$115.00
I $
.
2,300.00
32
16
0.25
4.7.
CY
$
28.00
$
132.74
10
7
5 I
``
13.0
CY
$
10.00
I $
129.63
112
6 I
53.3
CY
$
10.00
$
533.33
2
4.0
LS
$
45.00
$
180.00
I
11.0
HR
$
16.50 $
181.50
4.0
HR
$
55.00 � $
220.00
4.0
HR
$
27,50
$
110,00
7.0
1HR
Is
40.00
$
280.00
k
7.0
HR
1 $
9.70 $
67.90
1
GRAD
TOTAL'
$
16,356,03-
APPLICANT
Town Of Harford PROJECT OR SITE NO.
ro_H QOS PAGE OF
Hazard Mitigation Calculation Worksheet
SCOPE OF WORK DETAILED ON THIS ESTIMATE SHEET; FEMA 1589
Site 3. Upgrade the 201 36" Concrete Culvert to a 20'L 48" Site 2. Upgrade the 26'L 30" concrete culvert to a 30'L 36" Polyathlene Culvert.
2x2xe blocks four levels high and two blocks tong art the right side of the culvert. Blocks be pure$ sd fromrt. Restore eroded banks with focal supplier. instead
m Wil util¢ force account labor nd �uipment t nO u $and install Concrete blocks See
Y g g 99 with 2x2 -x4 and
for description). Na additional hra needed for additional blocks, P p ( attachment A
K$6
14. 6Y
30 30.0 LF $ 1,980,40
40 40.0 LF
$ 3,880,00
4 2 2 II 2.0 I LS $ 35.00 $ 70.00
1` I ` 4.0 LS 1 $ 45.00 $ 180,00
10 7 i 5 13.0 CY $ 60-001$ 777.78
20 12 6 { 53.3 Cy $ 60,00j$ 3,200.00.'
f
i 26 (28.0) LF I $ 97,00 $ (2.522
20 .00)
1 (20,0) LF $ 115.00 I $ (2,300.001
10 7 5 (13.0) Cy $ 10.00 M $
� (129.83)
20
12 6 {53.3) 1 Cy $ 10,OQ $ (533.33)
1
I � f
iI
GRI TOTAL: $ 4,602.81
DE3CRiPTION
#
�Oo-
Site 2 3345
IPOLYETHLENE PIPE 36" FURNISH AND INSTALL
Site 3 3347
POLYETHLENE PIPE 48" FURNISH AND INSTALL
1L2'x2'14'C.ncrete
Site 3 9999
Blocks from Lewbro Waste (Delivery
Site 3 I 9999
not Included)
Concrete Blocks horn Lewbm Waste (Delivery
Site 3 3250
12'x2'x&
riot Included)
SLOPE PROTECTION RIP RAP
Site 3 I 3250
SLOPE PROTECTION RIP RAp
0
ENTER FEMA COST CODES
33$9RCP
30" (FURNISH AND INSTALL)
JRCP
I 3370
36" (FURNISH AND INSTALLI
3051
JROCKFILL (ALT. TO UNCLASSIFIED FILL)
3051
ROCKFILL (ALT. TO UNCLASSIFIED FILL)
0
<- <-• <- <- ENTER FEMA COST CODES
0e-
4 <. <- ENTER FEMA COST CODES
0
G G <- ENTER FEMA COST CODES
0
<. ENTER FEMA COST CODES
0
`- < c" <- ENTER FEMA COST CODES
0
< c- c- a ENTER FEMA COST CODES I
0
�4 G <- G ENTER FEMA COST CODES
USER MAY INPUT OWN DATA HERE
USER MAY INPUT OWN DATA HERE
USER MAY INPUT OWN DATA HERE
USER MAY INPUT OWN DATA HERE
K$6
14. 6Y
30 30.0 LF $ 1,980,40
40 40.0 LF
$ 3,880,00
4 2 2 II 2.0 I LS $ 35.00 $ 70.00
1` I ` 4.0 LS 1 $ 45.00 $ 180,00
10 7 i 5 13.0 CY $ 60-001$ 777.78
20 12 6 { 53.3 Cy $ 60,00j$ 3,200.00.'
f
i 26 (28.0) LF I $ 97,00 $ (2.522
20 .00)
1 (20,0) LF $ 115.00 I $ (2,300.001
10 7 5 (13.0) Cy $ 10.00 M $
� (129.83)
20
12 6 {53.3) 1 Cy $ 10,OQ $ (533.33)
1
I � f
iI
GRI TOTAL: $ 4,602.81
I Federal Emergency Management Agency
HAZARD MITIGATION PROPOSAL (HMP) 1589
APPLICANT PROJECT NUMBER CATEGORY
Town of Harford PROJECT
WORK: I
SCOPE OF MITIGATION W TOW 009 C 7/14/2005
Site 2. Upgrade the 26'L 30'" concrete culvert to a 30'L 36" polyethlene culvert. +
Site 3. Upgrade the 20136" concrete culvert to a 20-L 48" polyethlene Culvert. Restore eroded banks
with large riprap instead of rockfill. Upgrade concrete block wall by extending another 8' long. Wall will
be staggered with 2x2x4 and 2x2x8 blocks four levels high and two blocks long on the right side of the
culvert. Blocks will be purchased from local supplier. Applicant will utilize force account labor and
equipment to pick up and install concrete blocks.
FEMA ESTIMATE OF WORK
COST
� -
CODE MATERIAL AND/OR DESCRIPTION
3369 RCP 30" (FURNISH AND INSTALL.)
3345 POLYETHLENE PIPE 36" FURNISH AND INSTALL
3370 RCP 36" (FURNISH AND INSTALL)
3347 POLYETHLENE PIPE 48" FURNISH AND INSTALL
3051 ROCKFILL (ALT. TO UNCLASSIFIED FILL)
3250 SLOPE PROTECTION RIP RAP
9999 25Q' W Concrete Blocks from Lewbro Waste (Delivery not lWuded)
9999 j2'X2'X8'C0nMte Blocks frau! Lewbro Waste (Delivery not Included)
<- ENTER FEMA COST CODES
<- ENTER FEMA COST CODES
�- �- <- ENTER FEMA COST CODES
<- ENTER FEMA COST CODES
<- <- <- ENTER FEMA COST CODES
PREPARED BY:
Ray Marsh
QUANTITY
UNITS
f
UNIT PRICE
-26
LF
$
97
$
30
LF
$
66
$
-20
LF
$
145
$
40
LF
$
97
$
-66.3
CY
$
10j
$
66.3
CY
$
60
$
2
LS
$
35
$
4
LS .
$
45
$
1
NET TOTAL COST----> (IN ADDITION
TO PROJECT WORKSHEET TOTAL)
TITLE: Town supervisor
COST
(2,522)
7,980
(2,304)
3,880
(663)
3,978
70
180
4,603
F
HAZARD MITIGATION ACTIVITY
Category C, D, F, F and G Projects Only:
Check here if effective mitigation is feasible on this project: 0
x
Check here If mitigation will be performed on any site in this project: M
EDCodes and Standards
0 Good Construction Practices
0 Mitigation Policy
[E] 15%
M List
M BIC (Attach BIC analysis)
0 Other
Category C, 0,E, F and G Project Only:
Please enter the percentage of the project or the estimated amount for HM: %1 � �
$4,603.001
Check here if you wish to attach a Hazard Mitigation Proposal: 0
X
Attachment A
PW # TOH009, Town of Hartford Cortland County, 1589
Explanation of force account labor and equipment
to be used to purchase and install concrete blocks at Hilsinger Road
RESTORE TO PRE -DISASTER CONDITION
Per a phone conversation with Ron Carpenter, Superintendent, Highway Department on
July 14, 2005, the following estimates were made to pickup and install 4 2'x2'x8'
concrete blocks based on the Cortland County Bid List and the Cortland Ready Mix bid
in particular.
�1
To pick up blocks Hrs
1 man, 3 man hours there and back 3
To install blacks
2 men for 4 hours 8
LABOR TOTAL I 'l
EQUIPMENT
To pick up blocks Hrs
Dump Truck & Trailer to pickup 3 each
To install blocks
Durnp truck, loader, excavator, trailer 4 hrs 4 each
Dump Truck Total 7
Trailer Total 7
Excavator Total 4
Loader Total 4
Hilsin er
ll
COPyright 019t2YOII 1 ,;, Corp. and/or 4,S=iers. All rights reserved. httpJAvww.rricroW(txoWstreeLJ U Ml 0.2 0.4 Q,g �.�
0 Copyright 2003 by Geogreph" Data TechnolAll rights reserved. 92004 Np 1
autharitles Q iter Majesty the Queen in Right of Canada.Q All rights reserved. This data includes information taken wilh
permission from Canadian
IP.t S Ic'. S,4e
1 �f
I A�+
1 z.
3r
to; to3
q I LS �P R slTE ct�-3
�Kts`t-INCr �ON[R�`r W Arl L-
r
r
88
�3
!
[3 +
'PR0V'oSSC COWr-12,LTE WALL—
Lit
ALL
trt
t � .
41
L
12/13/2013
o To: Town of Harford Superintendent of Highways
o From: Bill Armitage
o Re. Road Conditions, Hilsinger Rd.
This letter is to advise you of my concerns for the roadway conditions of
Hilsinger Road. I am concerned with the "corduroy" section located from the first
power line to the bottom of the hill, and the spring water in the roadway also
under the first power line causing deep ruts and ice. I have also been advised by
the Marathon School District that they will not send any buses or vans from
Babcock Hollow Road to my residence at 1070 Hilsinger Road. I was informed by
the School Transportation Dept. after they did a road test to my residence it was
determined to be an unsafe roadway. Their reasons for this were as follow:
inadequate road signs, inadequate ditching, and a lack of guard rails at
appropriate locations. I am concerned both for my family and those of my
neighbors and I feel this road is truly unsafe. It has been getting worse all year
long. I would appreciate your response to this letter, including what course of
action will be taken to correct these defects both in the short and long term.
Thank you in advance for your cooperation in this matter.
Respectfully,
William C. Armitage
1070 Hilsinger Rd.
Marathon, NY 13803
Cc: Mr. Shane Merriman, Harford Highway Superintendent
Mr. David Canfield, Harford Town Supervisor
File
12/13/2013
o To: Town of Harford Superintendent of Highways
o From: Bill Armitage
o Re: Road Conditions, Hilsinger Rd.
This letter is to advise you of my concerns for the roadway conditions of
Hilsinger Road. I am concerned with the "corduroy" section located from the first
power line to the bottom of the hill, and the spring water in the roadway also
under the first power line causing deep ruts and ice. I have also been advised by
the Marathon School District that they will not send any buses or vans from
Babcock Hollow Road to my residence at 1070 Hilsinger Road. I was informed by
the School Transportation Dept. after they did a road test to my residence it was
determined to be an unsafe roadway. Their reasons for this were as follow:
inadequate road signs, inadequate ditching, and a lack of guard rails at
appropriate locations. I am concerned both for my family and those of my
neighbors and I feel this road is truly unsafe. It has been getting worse all year
long. l would appreciate your response to this letter, including what course of
action will be taken to correct these defects both in the short and long term.
Thank you in advance for your cooperation in this matter.
Respectfully,
"eel,
William C. Armitage
1070 Hilsinger Rd,
Marathon, NY 13803
Cc: Mr. Shane Merriman, Harford Highway Superintendent
Mr. David Canfield, Harford Town Supervisor
File
N.Y. HAY. LAW § 216 : NY Code - Section 216: When town not liable for damages Page 1 of 3
Na a Lease Profeastonat? VISIt our consumer seta
agister fhtiol/loom Fndlaw enrNscripLslreo�e'f
dest=httb.!lcodes Io,hndiaerconJnvmAelFWY1812181 Lot3pi
in "n
i
d hno ifgdes.Ia.fodi— co"m dwrNAS//�12s
GASES& CODES (HTTP:lMIWW.RHALAW.CCMnASECo-j ?MCTIGE MAHAGEPAENT(HTfP:VPPACTtCE.FINDLAW.GOM) Search FlndLaw Search
m
Foas tht�:lfiormslp hntllar/com} Law Teohrioogy ffdp.Jhmhnology.firdlaw coin) Lawyer Marketing LhtlpJtiw.wlawlenrerke5ng.cpn} 11
Fendt- wLhltplfwww&xllawcom'} C.ories and Stam(hap:/}codes tplmdlaw.owsY}
NY Coda(hap,lfr�des. p.finc�vrmnrrrycode) HO'way(htfp"rfeodesip,isMlawCMVny0odeMAY)
Article 6 (hdplloodes ip firMlaw.cortYn1'=:AYM Semon 216
N.Y. HAY. LAW § 216: NY Code - Section 216: When town not
liable for damages
Search N.Y. HAY. f.AW § 2x6: NY Code - Sectilon 216: Wltelt towli not liable
for damages
Search by Kwword or Citation
Enter Keyword or Citation
New
No town sbnil be liable ror
any damage insulting to persons or properly by the reason of the
breaking of any bridge, alu(ce or culvert, by transportation on the same
Of any traction engine, portable piece of machinery, or ufany vehicle
or load, together weighing eight toss or over, but any owner thereof or
other persons engaged is transportiugordirectingthe saw shall be
liable for all damages. resultingtherrfrom.
Nov
Search
n Prev LIP
Next
0446l( OWUHMndlaw.corrdwry WelHAYt81214)*MWcodes,lp.rindlaw_coovrrycode,liAYf81 gt i tdes.tp.finr
snow, ice, stones. HIGHWAYS
sticks, et cetera sewers In town
upon the highway highways
http://codes,lp.findiaw.com/nycode/HAY/8/216
0 %
OR 12,000
FIpJII1CIMG i i'
3'J 5?rt1rR ;d56
BI aCM'lIS -
Aur(/„su
Lr 1 Eci•
'715
MTM,
aLIILur'PRh;c , YIL"W SNCENfrr'E9 I+
.� f
FindLaw for Legal Professionals
LIM
18.B%Popple like FiW".for Lcyal Praressiona[s.
P.—MMAE
M71 LIM
Browse Codes
US Code NIPllmdes.lp fine la,Corrlvscode)
Califomla Code(htFPYkodeslp.findlaw.canlcacodej
De*rs Code (hop:llcodes.Ipfindlew.Cwrtltlecode)
IlNnois Code (h tp:/pedes 1p.findlaw cDwitstatu[es)
New Yolk Code (http.lkodes,)p find{aw, rom/nyMde)
Texas Coda (http.//cDde*.Ip.nndiawcaMxstatutes)
More Codes.. (Mlpllcodes ip_hridlaw.corn/}
FindUw Career Center
Select a Joh Title
Corporate Counsel
Academic
Judicial Clerk
Summer Associate
Intern
Law Librarian
Search jobs i Post a Joh
(IMP lAvWW rndeed_OD"Postlofo php?
pk1-791244634154558) ) View Mare Jobs
(httpJkaroemhndlaw ealnV
View More (htwitcareers.#indlaw,corrJ)
t
TOWN OF IL4"ORD xaGHWAY DEPARTMAN'l
STt lWvto 36
` Harhrd Milli, N.Y. 13633
607-8".9176
Pte'* 111a<
�a
�► iQ
AA &L 1f o M�3
4
�� Pdc*NnR
4.0 944
Numt-W.ot Hours
TOTAL ESTIMATED COST FOR REPAIRS
}
TaW:
R f
41"
q 0 1,i'-)
TOWN OF HARFORD HIGHWAY DEPARTMMNT
271 Route 38
Harford Mills, N,Y, 13835
607-844-9176
Road
I
EquOr6nt Hours:
I
Q U S".�
Wn$r
per r
Alclf Aqs
Y6 Aid
ltwwatsfial
— Jq�
A01.p
Number of Hours
'YO
416
Total:
04
44--Y.-'ao
Kt do
Price/Unit � TotpL!L/�'
041 do
TOTAL ESTIMATED COST FOR REPAIRS
"'k ei 0