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MEMORANDUM
I Approved Date
TO: Sean McCartney, Planner
FROM: Bob Goebel, Director of Public Works
DATE: January 6, 1999
SUBJECT: WF-98-02/4274 Garland Street
I have reviewed the application for a Class I Special Exception Permit for the Clear Creek
Flood Plain and have the following comments. Because this is a structure for storage and not
for human occupancy, it will have the least amount of impact to the Flood Plain and other
properties in the area if it is allowed to flood and not displace water thereby causing possible
flooding where it presently does not occur.
If the owner wishes to have dry storage at all cost, then an engineering report will be required
pursuant to section 26-206 to determine the impacts of the fill material required to elevate the
shed a minimum of one foot above the base flood elevation of 5344.6 feet to an elevation of
5345.6 feet.
If the structure is allowed to be flooded, I must have an elevation certificate from a Registered
Land Surveyor to determine the existing ground elevation at the proposed shed site. Upon
completion of construction, this elevation will need to be certified again to determine that the
structure was not placed on fill and that it will be allowed to flood. It must also be anchored to
its foundation by a method approved by the building department. Prohibited uses shall be as
those listed in section 26-205 (C)(2). Additionally, storage of materials shall not occur below
the base flood elevation of 5344.6 and shall be shelved or otherwise raised above this
elevation.
If the allowed flooding is chosen, I can approve the permit as soon as I have the elevation
certificate. If the dry storage is chosen, I will need a copy of the hydraulic report and time to
review it prior to approval. If you have questions, please call me at 2860.
01/19/99 07:43 CORNERSTONE BOUNDARY CONSULTANTS 001
CORNERSTONE BOUNDARY CONSULTANTS
Professional Land Surveyors
Bill W.A. Baker PLO
19925 Indi Drive Monument, Colorado 80132
719-481-0199
Mr. John McGuire
CITY OF WHEAT RIDGE
PUBLIC WORKS DEPARTMENT
750OWest 29"' Avenue
Wheat Ridge, Colorado 80215
Dear Sir,
19 January, 1999
This letter is to provide you with the existing elevation on the Baker/Bradford
parcel at the location of the proposed construction.
The Center '/4 corner of Section 22, Township 3 South, Range 69 West was
utilized as the relevant bench with the published elevation of 5342.19 feet.
Using standard trig level techniques with a 1" Total Station, the elevation at the
proposed site is: 5343.9'
Should you have any questions or require further information, please call.
Bill Baker PLS
CITY OF WHEAT RIDGE
FLOOD PLAIN DEVELOPMENT PERMIT
APPLICATION INFORMATION
PERMIT WF-°l~j-OZ DATE J", 7 Va~i~
OWNER )PgJFT BR.ADECED TELEPHONE hO3 - Q 71r- 89{
ADDRESS 4274 &AZLAA10 5T.
CONTRACTOR TELEPHONE
ADDRESS
PROJECT LOCATION/DIRECTIONS 4Z74 CiAgLANO ST.
PROJECT DESCRIPTION
Single Family Residential New Construction Channelization
Multi-Family Residential Substantial Fill
Improvement (>50%)
Manufactured (Mobile) Home Improvement (<50%) Bridge/Culvert
Nonresidential Rehabilitation Levee
Other/Explanations C001V-0 rJO P ~ >c 141 x32 6A~aO,
FLOOD HAZARD DATA
Watercourse Name 1,o W-2 GbF.c\R, GRebK
The project is proposed in the Floodway Floodway Fringe__2~_
Base (100-year) flood elevation(s)) at project site 5344.1,
Elevation required for Lowest Floor (26 0, NGVD / Floodproofing NGVD
Source Documents: Reports/Maps r1/xM 1XA€NA&tf_WM rUmm €oG kowee CLM CCU<
ump.1 lom / WRlfa€kf-t-lc xWsNWkl EEJ~ 6Ntpl ; OF 14
1 of 2
PROPOSAL REVIEW CHECKLIST
✓ Site development plans are complete and depict flood hazard data.
NA Engineering data is provided for proposed map and floodway revisions
NA Floodway Certificate and data documents no increase in flood heights
NA Subdivision proposals minimize flood damage and protect utilities.
/ Lowest floor elevations are above the base (100-year) flood level.
Manufactured homes address elevation and anchoring requirements.
A Floodproofing Certificate certifies floodproofing designs.
✓ other: 44EV TD F)E cflNSTeUCrFl~ (Z (.LroND Lr-V& APVAL,OWWII97 tD
FWoD. (wo-OIN 6AeP_vVA-TSPL PLOOP F2w6,E AlLr-A
PERMIT ACTION
Y PERMIT APPROVED: The information submitted for the proposed project
was reviewed and is in compliance with approved flood plain management
standards (site development plans are on file).
PERMIT DENIED: The proposed project does not meet approved flood
plain management standards (explanation is on file).
VARIANCE GRANTED: A variance was granted from the base (100-year)
flood elevations established by FEMA consistent with variance requirements
of NFIP regulations Part 60.6 (variance action documentation is on file).
1/yt Aq
Flood Plain Administrator's Signature Date
Comments: r1r-t4v TBp /?--7 Al rv;z
COMPLIANCE DOCUMENTATION
MAP REVISION DATA. Certified documentation by a registered
professional engineer of as-built conditions for flood plain alterations
were received and submitted to FEMA for a flood insurance map revision.
FILL CERTIFICATE. A community official certified the elevation,
compaction, slope and slope protection for all fill placed in the flood
plain consistent with NFIP regulations Part 65.5 for map revisions.
ELEVATION AND FLOODPROOFING CERTIFICATES. The as-built elevation
of the building's lowest floor was certified as NGVD; or
the building's floodproofing level was certified as NGVD;
by a registered professional engineer or licensed surveyor and is on file.
CERTIFICATE OF OCCUPANCY OR COMPLIANCE ISSUED ON
Date
2 of 2
MEMORANDUM
Approved Date 127-19
IIDEPlsl&'ThENT OF PUBLIC WORKS
TO: Sean McCartney, Planner
FROM: Bob Goebel, Director of Public Works
DATE: January 27, 1999
SUBJECT: WF-98-02/4274 Garland Street
I met with the owners at the subject property to discuss the particulars of the proposed storage
shed. In doing so, I noticed that an existing structure on the site had been removed and no
longer impacts the flood plain. In essence, the proposed storage shed is replacing the old
larger shed which has been removed. Further investigation has determined that the proposed
grading of the site to elevate the shed will not import additional fill but rather will re-grade the
existing soil on the site. The regrading of existing soil will result in a balance of cut and fill
areas and will not impact the capability of this site to retain 100 year backwater from Clear
Creek. The proposed elevation of the floor of the shed will be 5345.2 feet. The Base Flood
Elevation is 5344.6. Therefore, the storage will remain dry and materials may be placed on
the floor.
Therefore, I have concluded that the construction of this storage shed will not impact the flood
plain and hereby approve the application for a Class I Special Exception Permit subject to the
following conditions...
That the building is used for storage only as permitted in section 26-205 (C)(2) of the
Municipal Code.
That no fill is imported onto the site without a separate permit and study.
If you have any questions, please call me at 2860.
_ IUU YEAR DISCHARGE 14,520 CFS I~ V ( \ /
MAX. CHANNEL VELOCITY 9.6 'FPS
lie,
MAX. CHANNEL DEPTH 10.5 FT.
~I lII~~~I~\ l -1~1 II It II II' L~~
5360
5350
5340
---I
-
-
-
-
-
777
777
_
5330
5320
5310
.
_ -
-
-
-
-
-
-
_
_
5300
5290
54 '00 535 530 525 520 515 510 505
GROUND CONRVOI SURVEY BY BELL SURVEYING tQ WAGxT-MCLAU4xux OESIGNEO?E9t2' GATE 6 e URBAN DRAINAGE AND FLOOD
AERIAL PHOTpGRAPHT BY SCHARFB ASSOC. ENioNiiog sme[r OPAWN OAT" G
l N DENVER,COWRADO
TOPOGRAPHIC MAPPING BY BELL MAPPING 0 y.y,~ .mll M,,4,.U CPEC~D GATE 9cl ADAMS COUNTY CITY OF ARVADA 9 CITY CONTROL DISTRICT
OF WHEAT RIDGE
CONTOUR INTERVAL 2' DATE FLOWN: 5-3-77, JOB N0: ]92-1110 REVISED DATE_
O~
I-CHANNEL REFERENCE LINE
YEAR FLOODPLAIN
STING CONDITIONS
200 100. 0
200
FLOODPLAIN PRESERVATION
STA. 449+00 TO STA. 540+00
Is
sG
L
SC
100
E: I"= 2
0'
aoo
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ORIGINAL
A
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5360
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5350
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5320
5310
5300
5290
500
495 1 490 485
480.00
MAJOR DRAINAGEWAY PLANNING
CLEAR CREEK
SHEET
3
CLEAR
CREEK
480+00 TO 540+00
of 14
~21a~
LAND USE CASE PROCESSING APPLICATION
\ 9
Planning and Development Department
7500 West 29th Avenue, Wheat Ridge. CO 80033
phone ,;303)235-2S;6 c,oR>oo
(Please print or type all information)
Applicant JA nr~i- RP--APF! Y-:p Address _y2g 7L/ (St+t?- AV O S j Phone / W
Qo~ACCV City
1'~ReE/Z
Owner J 7R e-7- L e~ o va Address '7~ 7-5/ OA, Lepii k? S7- Phone ' - ~ 18 a.-2
7- j.O 6r
City 4L1
Location of request (address)
Type of action requested (check one or more of the actions li
sted below which pertain to your request.)
❑ Change of zone or zone conditions
❑ Variance / Waiver
❑ Site development plan approval
❑ Nonconforming use change
❑ Special Use Permit
Flood plain special exception
❑ Conditional Use Permit
] Interpretation of Code
❑ Temporary Use, Buildings, Signs
❑ Lot line Adjustment
❑ Minor Subdivision (5 lots or less)
❑ Planned Building Group
❑ Subdivision (More than 5 lots)
❑ Street Vacation
❑ Preliminary ❑ Final
❑ Other:
Detailed description of the request: -1 nEGT
~
Fill out the following information to the best of your knowledge.
Current Zoning: 12 `Z
Size of Lot (acres or square footage): 9-V- +00
Current use: hihll~LE ~t~tll,
Proposed use: say"
Assessors Parcel Number:
I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge
and that in filing this application, I am acting with the knowledge and consent of those persons listed above,`
without whose consent the. requested action cannot lawfully be accomplished. Applicants other than owners
must submit power-of-attorney from the owner which approved of this action on his behalf.
Signature of Applic
Subscribed and sworn to me this day ofd, 19 Q8
Notary Public
My commission expired -9,q-99
Date received 12 t~ 9°o Receipt No. Case No. wF'`lS' b
Related Case No. Zoning tz Z Quarter Section Map 5!UZ2
1
RECEPTION NO. F0365184
0:00
PG: 0001-001
211 RECORDED IN JEFFERSON
COUNTY, COLORADO
1/31/97 13:46:42
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