Flood Control - Elevation Certificate - 1173 N Cobblestone Way - Clear Creek Crossing - 9/30/2016U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program
OMB No. 1660-0008
Expiration Date: November 30, 2018
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1–9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
FEMA Form 086-0-33 (7/15) Replaces all previous editions.Form Page 1 of 6
A1. Building Owner's Name
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Box No.
City State ZIP Code
Policy Number:
Company NAIC Number:
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.)
A5. Latitude/Longitude:Lat. Long. Horizontal Datum:NAD 1927 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s)sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b sq in
d) Engineered flood openings?Yes No
A9. For a building with an attached garage:
a) Square footage of attached garage sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade
c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings?Yes No
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?Yes No
Designation Date:CBRS OPA
SECTION B – FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
B4. Map/Panel
Number
B5. Suffix B6. FIRM Index
Date
B7. FIRM Panel
Effective/
Revised Date
B8. Flood Zone(s)B9. Base Flood Elevation(s)
(Zone AO, use Base
Flood Depth)
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
FIS Profile FIRM Community Determined Other/Source:
NGVD 1929 NAVD 1988 Other/B11. Indicate elevation datum used for BFE in Item B9:Source:
FOR INSURANCE COMPANY USESECTION A – PROPERTY INFORMATION
/205)&DVH;$SULO
1173 N. Cobblestone Way
Eagle Idaho 83616
Lot 4, Block 1, Clear Creek Subdivision, Ada County Parcel No. R1471950040
Residential
43°42'20"N 116°21'25"W
9
3,054
0
0
1,450
0
0
n/a
City of Eagle Ada Idaho
1601C0153 H 02/19/2003 02/19/2003 X (Shaded)2584.3
Katie & Michael Smith
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
City State ZIP Code
Policy Number:
Company NAIC Number
SECTION C – BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on:
*A new Elevation Certificate will be required when construction of the building is complete.
Construction Drawings* Building Under Construction*Finished Construction
C2. Elevations – Zones A1–A30, AE, AH, A (with BFE), VE, V1–V30, V (with BFE), AR, AR/A, AR/AE, AR/A1–A30, AR/AH, AR/AO.
Complete Items C2.a–h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized:Vertical Datum:
Indicate elevation datum used for the elevations in items a) through h) below.
NGVD 1929 NAVD 1988 Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor).feet meters
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab).
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
.
g) Highest adjacent (finished) grade next to building (HAG).
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
structural support
.
feet meters.
feet meters.
feet meters
feet meters.
feet meters
feet meters
feet meters
SECTION D – SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Check here if attachments.Yes NoWere latitude and longitude in Section A provided by a licensed land surveyor?
Certifier's Name License Number
Title
Company Name
Address
City State ZIP Code
Signature Date Telephone
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
Form Page 2 of 6
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Towill 129 checked OPUS Sol'n, NAVD88, Geoid12B
2586 6
8
n/a
2586 2
2585 5
2586 3
2586 1
n/a
2597
Steve Sweet. PE 4961
Civil Engineer
Quadrant Consulting, Inc.
1904 W. Overland Rd.
Boise Idaho 83705
September 30, 2016 208 342 0091
Air conditioner mounted on outdoor concrete pad. See Photo One, Page 6 of 6.
The survey was conducted utilizing survey-grade GPS equipment.
September 30, 2016
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
State ZIP CodeCity
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Company NAIC Number
Policy Number:
SECTION E – BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1–E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1–E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is .feet meters above or below the HAG.
.metersfeet below the LAG.above or
SECTION F – PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
E2. For Building Diagrams 6–9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1–2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is .feet meters above or below the HAG.
.feet meters above or below the HAG.E3. Attached garage (top of slab) is
E4. Top of platform of machinery and/or equipment
servicing the building is .feet meters above or below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance?Yes Unknown.No The local official must certify this information in Section G.
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Telephone
Comments
DateSignature
Check here if attachments.
Form Page 3 of 6
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ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
ZIP CodeStateCity Company NAIC Number
Policy Number:Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
SECTION G – COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8–G10. In Puerto Rico only, enter meters.
G1.The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2.A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE)
or Zone AO.
G3.The following information (Items G4–G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for:New Construction Substantial Improvement
G8. Elevation of as-built lowest floor (including basement)
of the building:.feet meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site:.feet meters Datum
G10. Community's design flood elevation:.feet meters Datum
Comments (including type of equipment and location, per C2(e), if applicable)
Local Official's Name Title
TelephoneCommunity Name
Date
Check here if attachments.
Signature
Form Page 4 of 6
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ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
BUILDING PHOTOGRAPHS
See Instructions for Item A6.
Policy Number:
Company NAIC NumberZIP CodeStateCity
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
Form Page 5 of 6
Photo One
Photo One Caption
Photo Two
Photo Two Caption
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ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
BUILDING PHOTOGRAPHS
Continuation Page
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.Policy Number:
Company NAIC NumberZIP CodeStateCity
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
Form Page 6 of 6
Photo One
Photo One Caption
Photo Two
Photo Two Caption
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From: "opus" <opus@ngs.noaa.gov>
Subject: OPUS-RS solution : 48383440.15o OP1449845341469
Date: Fri, December 11, 2015 7:52 am
To: jimmy@quadrant.cc
FILE: 48383440.15o OP1449845341469
2005 NOTE: The IGS precise and IGS rapid orbits were not available
2005 at processing time. The IGS ultra-rapid orbit was/will be used to
2005 process the data.
2005
NGS OPUS-RS SOLUTION REPORT
========================
All computed coordinate accuracies are listed as 1-sigma RMS values.
For additional information: http://www.ngs.noaa.gov/OPUS/about.jsp#accuracy
USER: jimmy@quadrant.cc
DATE: December 11, 2015
RINEX FILE: 4838344r.15o TIME: 14:50:52 UTC
SOFTWARE: rsgps 1.37 RS92.prl 1.99.2 START: 2015/12/10 17:44:31
EPHEMERIS: igu18744.eph [ultra-rapid] STOP: 2015/12/10 18:43:20
NAV FILE: brdc3440.15n OBS USED: 3858 / 4440 : 87%
ANT NAME: TRMR8_GNSS NONE QUALITY IND. 5.48/ 44.99
ARP HEIGHT: 1.723 NORMALIZED RMS: 0.335
REF FRAME: NAD_83(2011)(EPOCH:2010.0000) IGS08 (EPOCH:2015.94181)
X: -2050514.301(m) 0.008(m) -2050515.189(m) 0.008(m)
Y: -4138580.345(m) 0.023(m) -4138579.106(m) 0.023(m)
Z: 4385023.715(m) 0.021(m) 4385023.675(m) 0.021(m)
LAT: 43 42 19.61763 0.005(m) 43 42 19.63272 0.005(m)
E LON: 243 38 35.79762 0.006(m) 243 38 35.73752 0.006(m)
W LON: 116 21 24.20238 0.006(m) 116 21 24.26248 0.006(m)
EL HGT: 770.694(m) 0.031(m) 770.148(m) 0.031(m)
ORTHO HGT: 787.750(m) 0.033(m) [NAVD88 (Computed using GEOID12B)]
UTM COORDINATES STATE PLANE COORDINATES
UTM (Zone 11) SPC (1103 ID W)
Northing (Y) [meters] 4839359.630 226645.300
Easting (X) [meters] 551828.685 751100.186
Convergence [degrees] 0.44448294 -0.41922416
Point Scale 0.99963304 0.99996273
Combined Factor 0.99951225 0.99984190
US NATIONAL GRID DESIGNATOR: 11TNJ5182839359(NAD 83)
BASE STATIONS USED
PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m)
DP9275 P018 PHARMACY__OR2008 CORS ARP N425854.126 W1170352.354 98807.3
DL7740 P351 GALENA_SU_ID2008 CORS ARP N435227.874 W1144308.932 133181.6
DL7719 P023 MCCALLAIR_ID2007 CORS ARP N445354.342 W1160610.764 134122.6
AH8524 BURN BURNS JUNCTION CORS ARP N424646.188 W1175036.652 158649.4
DP8364 P394 BAKERCITY_OR2007 CORS ARP N445005.554 W1174758.639 170370.8
DG9793 ORS2 SENECA 2 CORS ARP N440950.882 W1190330.350 222853.9
NEAREST NGS PUBLISHED CONTROL POINT
AH7375 E 438 N434312. W1161909. 3428.6
OPUS-RS Extended Output, Level 2
FINAL COORDINATES (ITRF at epoch of observations)
p018 -2126816.162 -4162510.220 4326986.195
p351 -1926555.120 -4184943.500 4399909.533
Page 1 of 6OPUS-RS solution : 48383440.15o OP1449845341469
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p023 -1991660.882 -4064945.663 4480434.112
burn -2190267.182 -4146571.991 4310356.932
p394 -2113295.830 -4008283.359 4475067.098
ors2 -2226368.743 -4006830.539 4422194.988
4838 -2050515.189 -4138579.106 4385023.675
Covariance matrix of the stations:
1 4.2470E-07 7.4340E-07 -6.9120E-07 -3.9670E-08 -1.4000E-07 1.2430E-07
-4.6470E-08 -1.4530E-07 1.3800E-07 -5.5790E-08 -1.5360E-07 1.3500E-07
-5.4830E-08 -1.5070E-07 1.4630E-07 -6.1120E-08 -1.5420E-07 1.4770E-07
2.8010E-08 -5.5610E-10 -7.6120E-09
2 7.4340E-07 1.6770E-06 -1.3880E-06 -1.5580E-07 -3.2070E-07 2.9610E-07
-1.4990E-07 -3.0550E-07 2.8060E-07 -1.4960E-07 -3.0170E-07 2.7870E-07
-1.4490E-07 -2.9380E-07 2.6820E-07 -1.4300E-07 -2.8940E-07 2.6430E-07
-1.2240E-08 1.3820E-08 4.6640E-09
3 -6.9120E-07 -1.3880E-06 1.5600E-06 7.3160E-08 3.2600E-07 -2.5000E-07
1.2490E-07 3.1760E-07 -3.5890E-07 1.4630E-07 2.5540E-07 -1.6750E-07
1.6520E-07 2.7010E-07 -3.4660E-07 1.8080E-07 2.1830E-07 -2.6980E-07
-5.5000E-08 -6.8850E-08 1.4130E-07
4 -3.9670E-08 -1.5580E-07 7.3160E-08 4.2380E-07 6.6660E-07 -6.7990E-07
-1.5530E-08 -1.5240E-07 1.9600E-07 -5.7250E-08 -1.3930E-07 6.0590E-08
-6.0430E-08 -1.2410E-07 2.0090E-07 -8.4950E-08 -9.4050E-08 1.4820E-07
8.9790E-08 6.3960E-08 -9.6550E-08
5 -1.4000E-07 -3.2070E-07 3.2600E-07 6.6660E-07 1.7910E-06 -1.4950E-06
-1.4330E-07 -3.1490E-07 2.7470E-07 -1.3540E-07 -3.2790E-07 3.3140E-07
-1.2810E-07 -3.2350E-07 2.7060E-07 -1.2250E-07 -3.3710E-07 2.9230E-07
-2.4180E-08 -3.7310E-08 6.8820E-08
6 1.2430E-07 2.9610E-07 -2.5000E-07 -6.7990E-07 -1.4950E-06 1.6330E-06
1.2600E-07 3.2530E-07 -3.3940E-07 1.3140E-07 2.8530E-07 -2.4100E-07
1.4670E-07 3.0680E-07 -3.3630E-07 1.5380E-07 2.8150E-07 -2.9920E-07
-2.6470E-08 -8.2630E-10 4.9260E-08
7 -4.6470E-08 -1.4990E-07 1.2490E-07 -1.5530E-08 -1.4330E-07 1.2600E-07
4.0390E-07 7.1150E-07 -7.0560E-07 -5.4800E-08 -1.4680E-07 1.2290E-07
-5.4340E-08 -1.3850E-07 1.7290E-07 -6.6690E-08 -1.3240E-07 1.5820E-07
4.7830E-08 2.0560E-08 -2.2360E-08
8 -1.4530E-07 -3.0550E-07 3.1760E-07 -1.5240E-07 -3.1490E-07 3.2530E-07
7.1150E-07 1.6800E-06 -1.5480E-06 -1.4360E-07 -3.0440E-07 3.1630E-07
-1.3660E-07 -2.9340E-07 2.9290E-07 -1.3490E-07 -2.9440E-07 2.9560E-07
-1.3700E-08 7.0580E-10 5.0100E-08
9 1.3800E-07 2.8060E-07 -3.5890E-07 1.9600E-07 2.7470E-07 -3.3940E-07
-7.0560E-07 -1.5480E-06 1.8330E-06 1.2560E-07 2.9830E-07 -3.7230E-07
1.3320E-07 3.3460E-07 -2.7640E-07 1.1460E-07 3.5980E-07 -3.1980E-07
6.1050E-08 8.6680E-08 -1.0570E-07
10 -5.5790E-08 -1.4960E-07 1.4630E-07 -5.7250E-08 -1.3540E-07 1.3140E-07
-5.4800E-08 -1.4360E-07 1.2560E-07 4.4630E-07 7.5100E-07 -6.8460E-07
-5.4700E-08 -1.5610E-07 1.3420E-07 -5.6690E-08 -1.6700E-07 1.4760E-07
9.2510E-09 -2.1730E-08 2.0120E-08
11 -1.5360E-07 -3.0170E-07 2.5540E-07 -1.3930E-07 -3.2790E-07 2.8530E-07
-1.4680E-07 -3.0440E-07 2.9830E-07 7.5100E-07 1.6360E-06 -1.3770E-06
-1.5350E-07 -2.7740E-07 2.8180E-07 -1.5690E-07 -2.5890E-07 2.5630E-07
-2.0620E-09 3.0500E-08 -2.1860E-08
12 1.3500E-07 2.7870E-07 -1.6750E-07 6.0590E-08 3.3140E-07 -2.4100E-07
1.2290E-07 3.1630E-07 -3.7230E-07 -6.8460E-07 -1.3770E-06 1.5670E-06
1.7240E-07 2.5660E-07 -3.5660E-07 1.9210E-07 1.9350E-07 -2.6270E-07
-6.1430E-08 -8.1370E-08 1.5860E-07
13 -5.4830E-08 -1.4490E-07 1.6520E-07 -6.0430E-08 -1.2810E-07 1.4670E-07
-5.4340E-08 -1.3660E-07 1.3320E-07 -5.4700E-08 -1.5350E-07 1.7240E-07
4.4340E-07 7.2970E-07 -7.7820E-07 -5.2480E-08 -1.6670E-07 1.6090E-07
7.1960E-09 -2.0330E-08 3.9550E-08
14 -1.5070E-07 -2.9380E-07 2.7010E-07 -1.2410E-07 -3.2350E-07 3.0680E-07
-1.3850E-07 -2.9340E-07 3.3460E-07 -1.5610E-07 -2.7740E-07 2.5660E-07
7.2970E-07 1.5890E-06 -1.4490E-06 -1.5980E-07 -2.3400E-07 2.8060E-07
1.2810E-08 5.6550E-08 -1.6400E-08
15 1.4630E-07 2.6820E-07 -3.4660E-07 2.0090E-07 2.7060E-07 -3.3630E-07
1.7290E-07 2.9290E-07 -2.7640E-07 1.3420E-07 2.8180E-07 -3.5660E-07
-7.7820E-07 -1.4490E-06 1.7910E-06 1.2400E-07 3.3560E-07 -3.0920E-07
6.4540E-08 6.8050E-08 -9.1380E-08
16 -6.1120E-08 -1.4300E-07 1.8080E-07 -8.4950E-08 -1.2250E-07 1.5380E-07
-6.6690E-08 -1.3490E-07 1.1460E-07 -5.6690E-08 -1.5690E-07 1.9210E-07
-5.2480E-08 -1.5980E-07 1.2400E-07 4.8910E-07 7.1620E-07 -7.6440E-07
-1.5440E-08 -4.2270E-08 6.7010E-08
17 -1.5420E-07 -2.8940E-07 2.1830E-07 -9.4050E-08 -3.3710E-07 2.8150E-07
-1.3240E-07 -2.9440E-07 3.5980E-07 -1.6700E-07 -2.5890E-07 1.9350E-07
-1.6670E-07 -2.3400E-07 3.3560E-07 7.1620E-07 1.5800E-06 -1.3890E-06
3.9800E-08 1.0270E-07 -8.5890E-08
18 1.4770E-07 2.6430E-07 -2.6980E-07 1.4820E-07 2.9230E-07 -2.9920E-07
1.5820E-07 2.9560E-07 -3.1980E-07 1.4760E-07 2.5630E-07 -2.6270E-07
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1.6090E-07 2.8060E-07 -3.0920E-07 -7.6440E-07 -1.3890E-06 1.6270E-06
1.6930E-08 -3.8180E-09 1.4890E-08
19 2.8010E-08 -1.2240E-08 -5.5000E-08 8.9790E-08 -2.4180E-08 -2.6470E-08
4.7830E-08 -1.3700E-08 6.1050E-08 9.2510E-09 -2.0620E-09 -6.1430E-08
7.1960E-09 1.2810E-08 6.4540E-08 -1.5440E-08 3.9800E-08 1.6930E-08
4.4630E-06 8.5780E-06 -8.1820E-06
20 -5.5610E-10 1.3820E-08 -6.8850E-08 6.3960E-08 -3.7310E-08 -8.2630E-10
2.0560E-08 7.0580E-10 8.6680E-08 -2.1730E-08 3.0500E-08 -8.1370E-08
-2.0330E-08 5.6550E-08 6.8050E-08 -4.2270E-08 1.0270E-07 -3.8180E-09
8.5780E-06 1.9660E-05 -1.7190E-05
21 -7.6120E-09 4.6640E-09 1.4130E-07 -9.6550E-08 6.8820E-08 4.9260E-08
-2.2360E-08 5.0100E-08 -1.0570E-07 2.0120E-08 -2.1860E-08 1.5860E-07
3.9550E-08 -1.6400E-08 -9.1380E-08 6.7010E-08 -8.5890E-08 1.4890E-08
-8.1820E-06 -1.7190E-05 1.8400E-05
Covariance Matrix for the xyz OPUS Rover Position (meters^2).
0.0000044630 0.0000085780 -0.0000081820
0.0000085780 0.0000196600 -0.0000171900
-0.0000081820 -0.0000171900 0.0000184000
Covariance Matrix for the enu OPUS Position (meters^2).
0.0000006335 -0.0000003668 0.0000008223
-0.0000003668 0.0000018028 -0.0000015539
0.0000008223 -0.0000015539 0.0000400866
Horizontal network accuracy = 0.00283 meters.
Vertical network accuracy = 0.01241 meters.
Vectors
To From X Y Z
p018 4838 -76300.973 -23931.113 -58037.480
p351 4838 123960.069 -46364.394 14885.858
p023 4838 58854.307 73633.443 95410.437
burn 4838 -139751.993 -7992.884 -74666.744
p394 4838 -62780.641 130295.748 90043.423
ors2 4838 -175853.554 131748.568 37171.313
Covariance matrix of the 6 vectors
1 4.8317E-06 9.3342E-06 -8.8106E-06 4.3055E-06 8.4627E-06 -8.0236E-06
4.3407E-06 8.4470E-06 -8.0974E-06 4.3699E-06 8.4270E-06 -7.9780E-06
4.3730E-06 8.4150E-06 -8.0926E-06 4.3893E-06 8.3846E-06 -8.0436E-06
2 9.3342E-06 2.1309E-05 -1.8514E-05 8.3705E-06 1.9363E-05 -1.6898E-05
8.4198E-06 1.9340E-05 -1.7001E-05 8.4624E-06 1.9314E-05 -1.6835E-05
8.4657E-06 1.9296E-05 -1.6995E-05 8.4895E-06 1.9254E-05 -1.6927E-05
3 -8.8106E-06 -1.8514E-05 1.9677E-05 -7.9573E-06 -1.6864E-05 1.7959E-05
-7.9797E-06 -1.6854E-05 1.8005E-05 -8.0008E-06 -1.6844E-05 1.7933E-05
-8.0014E-06 -1.6835E-05 1.8003E-05 -8.0132E-06 -1.6817E-05 1.7974E-05
4 4.3055E-06 8.3705E-06 -7.9573E-06 4.7072E-06 9.2048E-06 -8.7389E-06
4.3098E-06 8.3753E-06 -7.9505E-06 4.3067E-06 8.3768E-06 -7.9634E-06
4.3056E-06 8.3771E-06 -7.9491E-06 4.3037E-06 8.3802E-06 -7.9542E-06
5 8.4627E-06 1.9363E-05 -1.6864E-05 9.2048E-06 2.1526E-05 -1.8753E-05
8.4383E-06 1.9382E-05 -1.7071E-05 8.4885E-06 1.9339E-05 -1.6846E-05
8.4944E-06 1.9317E-05 -1.7056E-05 8.5220E-06 1.9258E-05 -1.6963E-05
6 -8.0236E-06 -1.6898E-05 1.7959E-05 -8.7389E-06 -1.8753E-05 1.9934E-05
-8.0072E-06 -1.6914E-05 1.8117E-05 -8.0443E-06 -1.6882E-05 1.7951E-05
-8.0484E-06 -1.6866E-05 1.8106E-05 -8.0687E-06 -1.6822E-05 1.8037E-05
7 4.3407E-06 8.4198E-06 -7.9797E-06 4.3098E-06 8.4383E-06 -8.0072E-06
4.7712E-06 9.2826E-06 -8.9263E-06 4.3511E-06 8.4127E-06 -7.9753E-06
4.3536E-06 8.4061E-06 -8.0513E-06 4.3639E-06 8.3852E-06 -8.0184E-06
8 8.4470E-06 1.9340E-05 -1.6854E-05 8.3753E-06 1.9382E-05 -1.6914E-05
9.2826E-06 2.1339E-05 -1.8875E-05 8.4698E-06 1.9324E-05 -1.6842E-05
8.4754E-06 1.9309E-05 -1.7015E-05 8.4991E-06 1.9262E-05 -1.6941E-05
9 -8.0974E-06 -1.7001E-05 1.8005E-05 -7.9505E-06 -1.7071E-05 1.8117E-05
-8.9263E-06 -1.8875E-05 2.0444E-05 -8.1376E-06 -1.6957E-05 1.7975E-05
-8.1494E-06 -1.6926E-05 1.8321E-05 -8.1955E-06 -1.6831E-05 1.8171E-05
10 4.3699E-06 8.4624E-06 -8.0008E-06 4.3067E-06 8.4885E-06 -8.0443E-06
4.3511E-06 8.4698E-06 -8.1376E-06 4.8908E-06 9.3528E-06 -8.8253E-06
4.3919E-06 8.4308E-06 -8.1325E-06 4.4125E-06 8.3929E-06 -8.0715E-06
11 8.4270E-06 1.9314E-05 -1.6844E-05 8.3768E-06 1.9339E-05 -1.6882E-05
8.4127E-06 1.9324E-05 -1.6957E-05 9.3528E-06 2.1235E-05 -1.8464E-05
8.4469E-06 1.9296E-05 -1.6954E-05 8.4654E-06 1.9268E-05 -1.6908E-05
12 -7.9780E-06 -1.6835E-05 1.7933E-05 -7.9634E-06 -1.6846E-05 1.7951E-05
-7.9753E-06 -1.6842E-05 1.7975E-05 -8.8253E-06 -1.8464E-05 1.9650E-05
-7.9877E-06 -1.6836E-05 1.7976E-05 -7.9955E-06 -1.6829E-05 1.7964E-05
13 4.3730E-06 8.4657E-06 -8.0014E-06 4.3056E-06 8.4944E-06 -8.0484E-06
4.3536E-06 8.4754E-06 -8.1494E-06 4.3919E-06 8.4469E-06 -7.9877E-06
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4.8920E-06 9.3152E-06 -9.0643E-06 4.4188E-06 8.3918E-06 -8.0776E-06
14 8.4150E-06 1.9296E-05 -1.6835E-05 8.3771E-06 1.9317E-05 -1.6866E-05
8.4061E-06 1.9309E-05 -1.6926E-05 8.4308E-06 1.9296E-05 -1.6836E-05
9.3152E-06 2.1136E-05 -1.8691E-05 8.4477E-06 1.9267E-05 -1.6889E-05
15 -8.0926E-06 -1.6995E-05 1.8003E-05 -7.9491E-06 -1.7056E-05 1.8106E-05
-8.0513E-06 -1.7015E-05 1.8321E-05 -8.1325E-06 -1.6954E-05 1.7976E-05
-9.0643E-06 -1.8691E-05 2.0374E-05 -8.1896E-06 -1.6837E-05 1.8167E-05
16 4.3893E-06 8.4895E-06 -8.0132E-06 4.3037E-06 8.5220E-06 -8.0687E-06
4.3639E-06 8.4991E-06 -8.1955E-06 4.4125E-06 8.4654E-06 -7.9955E-06
4.4188E-06 8.4477E-06 -8.1896E-06 4.9830E-06 9.2967E-06 -9.0303E-06
17 8.3846E-06 1.9254E-05 -1.6817E-05 8.3802E-06 1.9258E-05 -1.6822E-05
8.3852E-06 1.9262E-05 -1.6831E-05 8.3929E-06 1.9268E-05 -1.6829E-05
8.3918E-06 1.9267E-05 -1.6837E-05 9.2967E-06 2.1035E-05 -1.8489E-05
18 -8.0436E-06 -1.6927E-05 1.7974E-05 -7.9542E-06 -1.6963E-05 1.8037E-05
-8.0184E-06 -1.6941E-05 1.8171E-05 -8.0715E-06 -1.6908E-05 1.7964E-05
-8.0776E-06 -1.6889E-05 1.8167E-05 -9.0303E-06 -1.8489E-05 1.9997E-05
Correlation matrix of the 6 vectors
1 1.0000E+00 9.1990E-01 -9.0359E-01 9.0281E-01 8.2982E-01 -8.1756E-01
9.0405E-01 8.3189E-01 -8.1473E-01 8.9895E-01 8.3195E-01 -8.1877E-01
8.9946E-01 8.3272E-01 -8.1565E-01 8.9455E-01 8.3169E-01 -8.1831E-01
2 9.1990E-01 1.0000E+00 -9.0412E-01 8.3576E-01 9.0408E-01 -8.1986E-01
8.3503E-01 9.0696E-01 -8.1451E-01 8.2893E-01 9.0795E-01 -8.2269E-01
8.2915E-01 9.0922E-01 -8.1562E-01 8.2386E-01 9.0943E-01 -8.1997E-01
3 -9.0359E-01 -9.0412E-01 1.0000E+00 -8.2680E-01 -8.1940E-01 9.0679E-01
-8.2355E-01 -8.2248E-01 8.9771E-01 -8.1557E-01 -8.2401E-01 9.1197E-01
-8.1552E-01 -8.2549E-01 8.9916E-01 -8.0924E-01 -8.2660E-01 9.0610E-01
4 9.0281E-01 8.3576E-01 -8.2680E-01 1.0000E+00 9.1444E-01 -9.0213E-01
9.0942E-01 8.3567E-01 -8.1045E-01 8.9758E-01 8.3786E-01 -8.2802E-01
8.9724E-01 8.3985E-01 -8.1171E-01 8.8862E-01 8.4218E-01 -8.1984E-01
5 8.2982E-01 9.0408E-01 -8.1940E-01 9.1444E-01 1.0000E+00 -9.0530E-01
8.3265E-01 9.0434E-01 -8.1375E-01 8.2730E-01 9.0454E-01 -8.1911E-01
8.2777E-01 9.0564E-01 -8.1446E-01 8.2284E-01 9.0501E-01 -8.1758E-01
6 -8.1756E-01 -8.1986E-01 9.0679E-01 -9.0213E-01 -9.0530E-01 1.0000E+00
-8.2103E-01 -8.2009E-01 8.9742E-01 -8.1469E-01 -8.2053E-01 9.0701E-01
-8.1501E-01 -8.2167E-01 8.9842E-01 -8.0958E-01 -8.2149E-01 9.0338E-01
7 9.0405E-01 8.3503E-01 -8.2355E-01 9.0942E-01 8.3265E-01 -8.2103E-01
1.0000E+00 9.1997E-01 -9.0379E-01 9.0073E-01 8.3578E-01 -8.2367E-01
9.0114E-01 8.3709E-01 -8.1661E-01 8.9499E-01 8.3701E-01 -8.2089E-01
8 8.3189E-01 9.0696E-01 -8.2248E-01 8.3567E-01 9.0434E-01 -8.2009E-01
9.1997E-01 1.0000E+00 -9.0367E-01 8.2909E-01 9.0781E-01 -8.2251E-01
8.2954E-01 9.0923E-01 -8.1606E-01 8.2422E-01 9.0919E-01 -8.2009E-01
9 -8.1473E-01 -8.1451E-01 8.9771E-01 -8.1045E-01 -8.1375E-01 8.9742E-01
-9.0379E-01 -9.0367E-01 1.0000E+00 -8.1380E-01 -8.1381E-01 8.9680E-01
-8.1488E-01 -8.1423E-01 8.9767E-01 -8.1197E-01 -8.1162E-01 8.9868E-01
10 8.9895E-01 8.2893E-01 -8.1557E-01 8.9758E-01 8.2730E-01 -8.1469E-01
9.0073E-01 8.2909E-01 -8.1380E-01 1.0000E+00 9.1775E-01 -9.0024E-01
8.9787E-01 8.2922E-01 -8.1470E-01 8.9382E-01 8.2748E-01 -8.1616E-01
11 8.3195E-01 9.0795E-01 -8.2401E-01 8.3786E-01 9.0454E-01 -8.2053E-01
8.3578E-01 9.0781E-01 -8.1381E-01 9.1775E-01 1.0000E+00 -9.0389E-01
8.2876E-01 9.1080E-01 -8.1512E-01 8.2296E-01 9.1168E-01 -8.2051E-01
12 -8.1877E-01 -8.2269E-01 9.1197E-01 -8.2802E-01 -8.1911E-01 9.0701E-01
-8.2367E-01 -8.2251E-01 8.9680E-01 -9.0024E-01 -9.0389E-01 1.0000E+00
-8.1470E-01 -8.2611E-01 8.9843E-01 -8.0802E-01 -8.2779E-01 9.0622E-01
13 8.9946E-01 8.2915E-01 -8.1552E-01 8.9724E-01 8.2777E-01 -8.1501E-01
9.0114E-01 8.2954E-01 -8.1488E-01 8.9787E-01 8.2876E-01 -8.1470E-01
1.0000E+00 9.1609E-01 -9.0793E-01 8.9498E-01 8.2727E-01 -8.1668E-01
14 8.3272E-01 9.0922E-01 -8.2549E-01 8.3985E-01 9.0564E-01 -8.2167E-01
8.3709E-01 9.0923E-01 -8.1423E-01 8.2922E-01 9.1080E-01 -8.2611E-01
9.1609E-01 1.0000E+00 -9.0070E-01 8.2315E-01 9.1376E-01 -8.2151E-01
15 -8.1565E-01 -8.1562E-01 8.9916E-01 -8.1171E-01 -8.1446E-01 8.9842E-01
-8.1661E-01 -8.1606E-01 8.9767E-01 -8.1470E-01 -8.1512E-01 8.9843E-01
-9.0793E-01 -9.0070E-01 1.0000E+00 -8.1279E-01 -8.1330E-01 9.0006E-01
16 8.9455E-01 8.2386E-01 -8.0924E-01 8.8862E-01 8.2284E-01 -8.0958E-01
8.9499E-01 8.2422E-01 -8.1197E-01 8.9382E-01 8.2296E-01 -8.0802E-01
8.9498E-01 8.2315E-01 -8.1279E-01 1.0000E+00 9.0806E-01 -9.0464E-01
17 8.3169E-01 9.0943E-01 -8.2660E-01 8.4218E-01 9.0501E-01 -8.2149E-01
8.3701E-01 9.0919E-01 -8.1162E-01 8.2748E-01 9.1168E-01 -8.2779E-01
8.2727E-01 9.1376E-01 -8.1330E-01 9.0806E-01 1.0000E+00 -9.0151E-01
18 -8.1831E-01 -8.1997E-01 9.0610E-01 -8.1984E-01 -8.1758E-01 9.0338E-01
-8.2089E-01 -8.2009E-01 8.9868E-01 -8.1616E-01 -8.2051E-01 9.0622E-01
-8.1668E-01 -8.2151E-01 9.0006E-01 -9.0464E-01 -9.0151E-01 1.0000E+00
G-FILE for the vectors
Axx2015121020151210
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B201512101700201512101800 6 rsgps 1.37IGS
Iant_info.003 NGS
C00070001 -763009727 21 -239311133 46 -580374803 44
C00070002 1239600690 21 -463643940 46 148858579 44
C00070003 588543072 21 736334430 46 954104367 45
C00070004-1397519927 22 -79928843 46 -746667437 44
C00070005 -627806409 22 1302957477 45 900434228 45
C00070006-1758535540 22 1317485677 45 371713130 44
D 1 2 9199042 1 3 -9035911 1 4 9028077 1 5 8298199 1 6 -8175582
D 1 7 9040533 1 8 8318946 1 9 -8147256 1 10 8989539 1 11 8319528
D 1 12 -8187731 1 13 8994628 1 14 8327162 1 15 -8156519 1 16 8945458
D 1 17 8316945 1 18 -8183094 2 3 -9041215 2 4 8357625 2 5 9040759
D 2 6 -8198622 2 7 8350258 2 8 9069593 2 9 -8145083 2 10 8289282
D 2 11 9079468 2 12 -8226940 2 13 8291489 2 14 9092177 2 15 -8156201
D 2 16 8238589 2 17 9094324 2 18 -8199706 3 4 -8267973 3 5 -8194040
D 3 6 9067894 3 7 -8235486 3 8 -8224836 3 9 8977060 3 10 -8155691
D 3 11 -8240098 3 12 9119695 3 13 -8155222 3 14 -8254862 3 15 8991600
D 3 16 -8092414 3 17 -8266021 3 18 9061003 4 5 9144400 4 6 -9021340
D 4 7 9094195 4 8 8356748 4 9 -8104477 4 10 8975805 4 11 8378569
D 4 12 -8280162 4 13 8972350 4 14 8398517 4 15 -8117075 4 16 8886181
D 4 17 8421791 4 18 -8198385 5 6 -9052954 5 7 8326500 5 8 9043390
D 5 9 -8137459 5 10 8273014 5 11 9045405 5 12 -8191080 5 13 8277740
D 5 14 9056435 5 15 -8144616 5 16 8228422 5 17 9050137 5 18 -8175840
D 6 7 -8210336 6 8 -8200878 6 9 8974238 6 10 -8146916 6 11 -8205322
D 6 12 9070067 6 13 -8150090 6 14 -8216721 6 15 8984215 6 16 -8095779
D 6 17 -8214903 6 18 9033761 7 8 9199686 7 9 -9037913 7 10 9007317
D 7 11 8357834 7 12 -8236692 7 13 9011409 7 14 8370860 7 15 -8166081
D 7 16 8949866 7 17 8370140 7 18 -8208912 8 9 -9036741 8 10 8290905
D 8 11 9078140 8 12 -8225131 8 13 8295361 8 14 9092311 8 15 -8160558
D 8 16 8242215 8 17 9091923 8 18 -8200932 9 10 -8138000 9 11 -8138107
D 9 12 8968045 9 13 -8148822 9 14 -8142327 9 15 8976743 9 16 -8119729
D 9 17 -8116248 9 18 8986841 10 11 9177518 10 12 -9002436 10 13 8978718
D 10 14 8292196 10 15 -8146976 10 16 8938202 10 17 8274782 10 18 -8161629
D 11 12 -9038891 11 13 8287570 11 14 9107950 11 15 -8151179 11 16 8229594
D 11 17 9116772 11 18 -8205061 12 13 -8147046 12 14 -8261139 12 15 8984269
D 12 16 -8080177 12 17 -8277864 12 18 9062219 13 14 9160921 13 15 -9079347
D 13 16 8949786 13 17 8272675 13 18 -8166817 14 15 -9006964 14 16 8231547
D 14 17 9137575 14 18 -8215110 15 16 -8127928 15 17 -8132997 15 18 9000564
D 16 17 9080624 16 18 -9046377 17 18 -9015054
ITRF position of 4838 as determined by individual baselines
X Y Z
p018 -2050515.197 -4138579.119 4385023.681
p351 -2050515.186 -4138579.098 4385023.671
p023 -2050515.197 -4138579.137 4385023.695
burn -2050515.195 -4138579.142 4385023.709
p394 -2050515.202 -4138579.117 4385023.695
ors2 -2050515.193 -4138579.117 4385023.691
Residuals of position determined by individual baselines from the final position
X Y Z East North
Up
p018 -0.007 -0.013 0.006 -0.001 -0.006
0.015
p351 0.003 0.009 -0.004 -0.001 0.003
-0.010
p023 -0.008 -0.031 0.019 0.006 -0.007
0.036
burn -0.006 -0.035 0.034 0.010 0.001
0.048
p394 -0.012 -0.010 0.019 -0.006 0.004
0.024
ors2 -0.003 -0.010 0.015 0.002 0.004
0.018
STATE PLANE COORDINATES - U.S. Survey Foot
SPC (1103 ID W)
Northing (Y) [feet] 743585.455
Easting (X) [feet] 2464234.527
Convergence [degrees] -0.41922416
Point Scale 0.99996273
Combined Factor 0.99984190
** Orthometric Heights Above Future Geopotential Datum.
Prototype orthometric heights are now being made available as a precursor to the
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Page 1 of7 I loate: April 23, 2003 lease No.: 03-10-0453X I LOMR-F
Federal Emergency Management A~~rl~T~·~f E~~if~o
Washington, D.C. 20472 •
A~R 2 J 2003
LETTER OF MAP REVISION BASED ON FILL r:;:e: t ~
DETERMINATION DOCUMENT {REMOVAL) ! ~~Lee ;c; _}_~ ; __ ;
COMMUNITY AND MAP PANEL INFORMATION
CITY OF EAGLE, ADA COUNTY, IDAHO
COMMUNITY
COMMUNITY NO.: 160003
NUMBER: 16001C0153H
AFFECTED , NAME: ADA COUNTY, IDAHO AND
MAP PANEL INCORPORATED AREAS
DATE: 02119/2003
FLOODING SOURCE: DRY CREEK
LEGAL PROPERTY DESCRIPTION
Lots 2 and 4 through 19, Block 1; Lots 2 and 4 through 18, Block 2; Lots 2
through 25, Block 3; Lots 1 through 5 and Lots 7 through 10, Block 4, Clear
Creek Crossing Subdivision, as shown on the Plat recorded as Instrument
No. 102105220, in Book 84, Pages 9397 through 9400, in the Office of the
Recorder, Ada County, Idaho
APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 43.704, -116.356
SOURCE OF LAT & LONG: PRECISION MAPPING STREETS4.0 DATUM: NAO 83
DETERMINATION
LOT
2
BLOCK/
SECTION SUBDIVISION
Clearcreek
Crossing
STREET
OUTCOME
WHAT IS
REMOVED FLOOD
FROM THE ZONE
SFHA
Property
X (shaded)
1%ANNUAL LOWEST LOWEST
CHANCE ADJACENT LOT
FLOOD GRADE ELEVATION
ELEVATION ELEVATION
(NAVO 88)
(NAVO 88) (NAVO 88)
2584.7 feet -2584.9 feet
Special Flood Hazard Area (SFHA) -The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or
exceeded in any given year (base flood).
ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.)
DETERMINATION TABLE (CONTINUED)
INADVERTENT INCLUSION IN FLOODWAY2
SUPERSEDES PREVIOUS DETERMINATION
This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill for
the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that
the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year
(base flood). This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore,
the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to
protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and
how one can apply is enclosed.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If
you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter
addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439.
~~
Mary Jean Pajak, P.E., Acting Chief
Hazard Study Branch
Federal Insurance and Mitigation Administration Version 1.3.3 10080301 CBML T APR03106560453
Page 2 of7 I !Date: April 23, 2003 jcase No.: 03-10-0453X I LOMR-F
• Federal Emergency Management Agency
Washington, D.C. 20472
LETTER OF MAP REVISION BASED ON FILL
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
DETERMINATION TABLE (CONTINUED)
OUTCOME 1%ANNUAL LOWEST LOWEST
WHAT IS CHANCE ADJACENT LOT
BLOCK/ REMOVED FLOOD FLOOD GRADE ELEVATION
LOT SUBDIVISION STREET ZONE ELEVATION ELEVATION SECTION FROM THE (NAVD88) SFHA (NAVD88) (NAVO 88)
4 1 Clear Creek -Property X (shaded) 2584.3 feet 2584.3 feet Crossing -
5 1 Clear Creek -Property X (shaded) 2583.9 feet 2583.9 feet Crossing -
6 1 Clear Creek -Property X (shaded) 2583.3 feet 2583.5 feet CrossinQ -
7 1 Clear Creek
CrossinQ
Property X (shaded) 2582.5 feet 2582.6 feet
8 1 Clear Creek -Property X (shaded) 2581.6 feet 2581.7 feet Crossing -
9 1 Clear Creek -Property X (shaded) 2580.8 feet 2581.0 feet Crossing -
10 1 Clear Creek -Property X (shaded) 2580.0 feet 2580.1 feet Crossing -
11 1 Clear Creek -Property X (shaded) 2579.3 feet 2580.4 feet Crossing
12 1 Clear Creek Property X (shaded) 2578.8 feet 2580.4 feet CrossinQ
13 1 Clear Creek -Property X (shaded) 2578.3 feet 2579.9 feet Crossing -
14 1 Clear Creek -Property X (shaded) 2577.9 feet 2579.1 feet Crossing -
15 1 Clear Creek -Property X (shaded) 2577.7 feet 2578.2 feet Crossing -
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map
Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower
Avenue, Suite 600, Alexandria, VA 22304-6439.
~~
Mary Jean Pajak, P.E .• Acting Chief
Hazard Study Branch
Federal Insurance and Mitigation Administration Version 1.3.3 10080301CBML TAPR03106560453