BI Fil 2 EPC Deviation Request Form Branding Iron WQCV€¦ · 6 9 8.5 dc 8.5 8db 7.5da 7cz 6cy 5cx...

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El Paso County Development Services Department Procedures Manual El Paso County Development Services Department Procedures Manual Procedure # R-FM-051-07 Subject: DEVIATION REVIEW AND DECISION FORM Date Issued: 12/31/07 Revision Issued: N/A Rescinded: N/A Page 1 of 5 1.1. PURPOSE The purpose of this resource is to provide a form for documenting the findings and decision by the ECM Administrator concerning a deviation request. 1.2. BACKGROUND A deviation is a critical aspect of the review process and needs to be documented to ensure that the deviations granted are applied to a specific development application in conformance with the criteria for approval and that the action is documented as such requests can point to potential needed revisions to the ECM. 1.3. APPLICABLE STATUTES AND REGULATIONS Section 5.9 of the ECM establishes a mechanism whereby an engineering design standard can be modified when if strictly adhered to, would cause unnecessary hardship or unsafe design because of topographical or other conditions particular to the site, and that a departure may be made without destroying the intent of such provision. 1.4. APPLICABILITY All provisions of the ECM are subject to deviation by the ECM Administrator provided that one of the following conditions is met: The ECM standard is inapplicable to a particular situation. Topography, right-of-way, or other geographical conditions or impediments impose an undue hardship on the applicant, and an equivalent alternative that can accomplish the same design objective is available and does not compromise public safety or accessibility. A change to a standard is required to address a specific design or construction problem, and if not modified, the standard will impose an undue hardship on the applicant with little or no material benefit to the public. 1.5. TECHNICAL GUIDANCE The review shall ensure all criteria for approval are adequately considered and that justification for the deviation is properly documented. 1.6. RELATED PROCEDURES 1.6.1. Governing Procedures P-AR-063-07 Deviation 1.6.2. Other Related Procedures P-AR-012-07 Administrative Relief

Transcript of BI Fil 2 EPC Deviation Request Form Branding Iron WQCV€¦ · 6 9 8.5 dc 8.5 8db 7.5da 7cz 6cy 5cx...

Page 1: BI Fil 2 EPC Deviation Request Form Branding Iron WQCV€¦ · 6 9 8.5 dc 8.5 8db 7.5da 7cz 6cy 5cx civil consultants, inc. 20 boulder crescent, suite 110 colorado springs, co 80903

E l P a s o C o u n t y D e v e l o p m e n t S e r v i c e s D e p a r t m e n t

P r o c e d u r e s M a n u a l

E l P a s o C o u n t y D e v e l o p m e n t S e r v i c e s D e p a r t m e n t P r o c e d u r e s M a n u a l

Procedure # R-FM-051-07

S u b j e c t : D E V I A T I O N R E V I E W A N D D E C I S I O N F O R M

Date Issued: 12/31/07 Revision Issued: N/A Rescinded: N/A

Page 1 of 5

1.1. PURPOSE

The purpose of this resource is to provide a form for documenting the findings and decision by

the ECM Administrator concerning a deviation request.

1.2. BACKGROUND

A deviation is a critical aspect of the review process and needs to be documented to ensure that

the deviations granted are applied to a specific development application in conformance with the

criteria for approval and that the action is documented as such requests can point to potential

needed revisions to the ECM.

1.3. APPLICABLE STATUTES AND REGULATIONS

Section 5.9 of the ECM establishes a mechanism whereby an engineering design standard can

be modified when if strictly adhered to, would cause unnecessary hardship or unsafe design

because of topographical or other conditions particular to the site, and that a departure may be

made without destroying the intent of such provision.

1.4. APPLICABILITY

All provisions of the ECM are subject to deviation by the ECM Administrator provided that one of

the following conditions is met:

The ECM standard is inapplicable to a particular situation.

Topography, right-of-way, or other geographical conditions or impediments impose an

undue hardship on the applicant, and an equivalent alternative that can accomplish the

same design objective is available and does not compromise public safety or

accessibility.

A change to a standard is required to address a specific design or construction problem,

and if not modified, the standard will impose an undue hardship on the applicant with little

or no material benefit to the public.

1.5. TECHNICAL GUIDANCE

The review shall ensure all criteria for approval are adequately considered and that justification

for the deviation is properly documented.

1.6. RELATED PROCEDURES

1.6.1. Governing Procedures

P-AR-063-07 Deviation

1.6.2. Other Related Procedures

P-AR-012-07 Administrative Relief

Page 2: BI Fil 2 EPC Deviation Request Form Branding Iron WQCV€¦ · 6 9 8.5 dc 8.5 8db 7.5da 7cz 6cy 5cx civil consultants, inc. 20 boulder crescent, suite 110 colorado springs, co 80903

E l P a s o C o u n t y D e v e l o p m e n t S e r v i c e s D e p a r t m e n t

S u b j e c t : D E V I A T I O N R E V I E W A N D D E C I S I O N F O R M P r o c e d u r e # R - F M - 0 5 1 - 0 7

I s s u e D a t e : 1 2 / 3 1 / 0 7 R e v i s i o n I s s u e d : 0 0 / 0 0 / 0 0

E l P a s o C o u n t y D e v e l o p m e n t S e r v i c e s D e p a r t m e n t

P r o c e d u r e s M a n u a l P a g e 2 o f 5

1.7. RESOURCE

Attached are the Deviation Review and Decision Form that is used by the applicant/engineer for

requesting and justifying a deviation. The form is reviewed by the ECM Administrator and

approved or denied. The form is used to document the review and decision concerning a

requested deviation. The request and decision concerning each deviation from a specific section

of the ECM shall be recorded on a separate form.

Page 3: BI Fil 2 EPC Deviation Request Form Branding Iron WQCV€¦ · 6 9 8.5 dc 8.5 8db 7.5da 7cz 6cy 5cx civil consultants, inc. 20 boulder crescent, suite 110 colorado springs, co 80903

Development Services Department 2880 International Circle Colorado Springs, Colorado 80910 Phone: 719.520.6300 Fax: 719.520.6695 Website www.elpasoco.com

D E V I A T I O N R E V I E W A N D D E C I S I O N F O R M

Procedure # R-FM-051-07 Issue Date: 12/31/07 Revision Issued: 00/00/00 DSD FILE NO.:

El Paso County Procedures Manual Procedure # R-FM-051-07 Issue Date: 12/31/07 Revision Issued: 00/00/00O:\09012A\Challenger East\Documents\Deviation Requests\BI Fil 2 EPC Deviation Request Form Branding Iron WQCV.docx

General Property Information:

Address of Subject Property (Street Number/Name): Tax Schedule ID(s) #: 5233301002 Legal Description of Property: Branding Iron at SR Filing No. 2 ________________________________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ Subdivision or Project Name: Branding Iron at SR Filing No. 2

Section of ECM from Which Deviation is Sought: _ Appendix I Section 1.7.1.B _____________________________ Specific Criteria from Which a Deviation is Sought: _ Providing Water Quality for Entire Development ____________ _____________________________________________________________________________________________ Summary_____________________________________________________________________________________________ Proposed Nature and Extent of Deviation:_A small portion of the proposed development will not be physically routed to a Full Spectrum Detention (FSD) facility at the initial onset of its construction. Applicant Information: Applicant: _ M&S Civil Consultants, Inc. ___________ Email Address: [email protected]__________ Applicant is: _____ Owner _X__ Consultant _____ Contractor Mailing Address: _PO Box 1360_____________________________ State: _CO__ Postal Code: _80901___ Telephone Number:__719-491-0818________________________ Fax Number:________________________ Engineer Information: Engineer: __ Virgil A. Sanchez, P.E. _______________ Email Address: __ [email protected] _______ Company Name: ____ M&S Civil Consultants, Inc. _________________________________________ Mailing Address: _____ PO Box 1360________________________ State: _CO___ Postal Code: _80901___ Registration Number: __37160______________________________ State of Registration: _____CO_________ Telephone Number:__ 719-491-0818_________________________ Fax Number:________________________ Explanation of Request (Attached diagrams, figures and other documentation to clarify request): Section of ECM from Which Deviation is Sought: __ Appendix I Section 1.7.1.B ______________________________ Specific Criteria from Which a Deviation is Sought::__ 1st Bullet: Providing Water Quality for Entire Development __ _____________________________________________________________________________________________ Proposed Nature and Extent of Deviation: Due to grading constrains runoff from a small portion of the residential back yards of lots 4-6 and 23-40 is unable to be physically routed to the existing full spectrum detention facility located west of the proposed site or to the proposed Full Spectrum detention pond which is being provided onsite. A drainage exhibit has been provided as an attachment to this deviation request which illustrates the approximately 10.9% (2.05 acres of 18.88 acres) of the proposed development which is being discharged directly to Sand Creek. It should be noted that this areas consist primarily of backyards which have lesser impervious surfaces and will be able to drain across landscaped yard and vegetated open space. This condition will be re-evaluated with future channel improvements.

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D E V I A T I O N R E V I E W A N D D E C I S I O N P a g e 2 o f 3

El Paso County Procedures Manual Procedure # R-FM-051-07 Issue Date: 12/31/07 Revision Issued: 00/00/00 DSD File No. ___ ___ ___ ___ ___ ___ ___ ___

Reason for the Requested Deviation: The topography of the site will not allow for all the backyards and landscaping areas and dedicated trail corridors to drain to the to the local FSD pond which is being constructed concurrently with this filing. Comparison of Proposed Deviation to ECM Standard: The areas of backyards that do not drain to the detention pond for this site are less than the historic drainage discharged from this area. Typically backyards, trail corridors and landscaped areas require very limited water quality or detention. Applicable Regional or National Standards used as Basis: _ Detention and/or water quality facilities are used primarily for mitigation of impervious surface runoff. The excluded area possesses limited impervious areas and thus requires little future mitigation. Application Consideration: CHECK IF APPLICATION MEETS CRITERIA FOR CONSIDERATION

JUSTIFICATION

The ECM standard is inapplicable to a particular situation.

________________________________________________ ________________________________________________ ________________________________________________

Topography, right-of-way, or other geographical conditions or impediments impose an undue hardship on the applicant, and an equivalent alternative that can accomplish the same design objective is available and does not compromise public safety or accessibility.

The topography of the site does not allow for all backyard areas to be conveyed to the future Full Spectrum detention pond which in being constructed with this project. . _______________________________________________

A change to a standard is required to address a specific design or construction problem, and if not modified, the standard will impose an undue hardship on the applicant with little or no material benefit to the public.

_N/A____________________________________________ ________________________________________________ ________________________________________________ ________________________________________________ ________________________________________________

If at least one of the criteria listed above is not met, this application for deviation cannot be considered.

Criteria for Approval: PLEASE EXPLAIN HOW EACH OF THE FOLLOWING CRITERIA HAVE BEEN SATISFIED BY THIS REQUEST

The request for a deviation is not based exclusively on financial considerations.

Does not relate to financial considerations ________________________ __________________________________________________________________ __________________________________________________________________ __________________________________________________________________

The deviation will achieve the intended result with a comparable or superior design and quality of improvement.

The current drainage plan will not treat a portion of runoff from the site; however runoff from the backyards will run along landscaped lot lines and across open space. This will function to provide some water quality treatment for the area. The deviation in drainage criteria does not create a safety concern, operation concern or maintenance issue. _______________________________ __________________________________________________________________ __________________________________________________________________

The deviation will not adversely affect safety or operations.

There will be not negative effects related to safety or operations ____ __________________________________________________________________ __________________________________________________________________ __________________________________________________________________

The deviation will not adversely affect maintenance and its

There is no maintenance costs associated with this deviation. __________________________________________________________________

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D E V I A T I O N R E V I E W A N D D E C I S I O N P a g e 3 o f 3

El Paso County Procedures Manual Procedure # R-FM-051-07 Issue Date: 12/31/07 Revision Issued: 00/00/00 DSD File No. ___ ___ ___ ___ ___ ___ ___ ___

associated cost. __________________________________________________________________

The deviation will not adversely affect aesthetic appearance.

_No negative effects to the aesthetic appearance as (existing pond No.8 is recorded on Sterling Ranch Filing No.1) is located away from the development and the trail corridor will enhance the aesthetics of the area and the development. ______________________________________________________________ __________________________________________________________________ __________________________________________________________________ __________________________________________________________________

Owner, Applicant and Engineer Declaration: To the best of my knowledge, the information on this application and all additional or supplemental documentation is true, factual and complete. I am fully aware that any misrepresentation of any information on this application may be grounds for denial. I have familiarized myself with the rules, regulations and procedures with respect to preparing and filing this application. I also understand that an incorrect submittal will be cause to have the project removed from the agenda of the Planning Commission, Board of County Commissioners and/or Board of Adjustment or delay review, and that any approval of this application is based on the representations made in the application and may be revoked on any breach of representation or condition(s) of approval. _______________________________________________________________ ____________________________ Signature of owner (or authorized representative) Date _______________________________________________________________ ____________________________ Signature of applicant (if different from owner) Date _______________________________________________________________ ____________________________ Signature of Engineer Date Engineer's Seal Review and Recommendation: APPROVED by the ECM Administrator

____________________________________________________________ Date__________________________ This request has been determined to have met the criteria for approval. A deviation from Section ________________of ECM is hereby granted based on the justification provided. Comments: _____________________________________________________________________________________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ ____ Additional comments or information are attached. DENIED by the ECM Administrator

____________________________________________________________ Date__________________________ This request has been determined not to have met criteria for approval. A deviation from Section ________________of ECM is hereby denied. Comments: _______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ____ Additional comments or information are attached.

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CIVIL CONSULTANTS, INC.

20 BOULDER CRESCENT, SUITE 110COLORADO SPRINGS, CO 80903PHONE: 719.955.5485

BRANDING IRON AT STERLING RANCH FILING NO. 2

COUNTY OF EL PASO, STATE OF COLORADO

WQCV DEVIATION EXHIBIT

MARCH 2018

8 DB

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(4) EXISTING 15' CDOT TYPE R AT GRADE INLET AND RCP STORM SEWER
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(2) EXISTING 15' CDOT TYPE R AT GRADE INLETS AND RCP STORM SEWER
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(2) EXISTING 15' CDOT TYPE R AT GRADE INLETS AND RCP STORM SEWER
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MOSBY WAY
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(1) PROP. 10' CDOT TYPE R SUMP INLET AND 24" RCP STORM SEWER
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BARBARICK SUBDIVISION
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26*
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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File: O:\09012A\Challenger East\Documents\Deviation Requests\190319-Deviation Request WQCV Map Map Branding Iron Fil No 2.dwg Plotstamp: 3/19/2019 1:07 PM
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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PROJECT NO.
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HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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BRANDING IRON AT SR FIL. NO. 2
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PROPOSED DRAINAGE MAP
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09-012
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CMN
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CMN
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VAS
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1"=80'
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N/A
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03/15/2019
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SHEET 1 OF 1
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PDM
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1" =
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0
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Scale in Feet
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80'
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40
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80
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160
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BASIN SUMMARY
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BASIN
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AREA (ACRES)
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Q 5
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Q 100
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ONSITE BASINS
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BB
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1.80
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2.6
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6.4
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DD
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2.58
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3.7
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9.0
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FF
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2.72
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3.9
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9.6
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HH
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3.77
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5.3
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12.9
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LL
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0.23
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0.2
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0.7
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RR
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4.57
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6.3
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15.3
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SS
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0.29
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0.1
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0.9
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TT
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1.32
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2.0
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4.9
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VV
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2.03
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1.8
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6.2
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WW
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0.59
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0.5
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1.8
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OFFSITE BASINS
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B*
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5.39
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8.0
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19.3
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G*
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0.61
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0.5
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1.9
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L*
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1.54
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5.6
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10.0
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GG*
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8.72
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11.3
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27.3
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II*
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1.02
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4.0
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7.2
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JJ*
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0.99
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3.9
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7.0
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KK*
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1.97
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2.9
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7.1
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MM*
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0.22
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1.0
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1.8
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NN*
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0.20
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0.9
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1.7
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OO*
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0.30
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0.3
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1.0
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PP*
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0.37
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1.7
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3.1
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UU*
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2.17
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0.8
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5.8
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FLARED END SECTION
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INLET
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CROSSPAN
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EXISTING CONTOUR
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BASIN BOUNDARY
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PROPOSED FLOW DIRECTION ARROW
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SURFACE DESIGN POINT
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(6920)
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%%uLEGEND
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Z
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25
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.25
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.35
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BASIN DESIGNATION
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ACRES
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C100
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C5
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4
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EXISTING FLOW DIRECTION ARROW
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PIPE RUN REFERENCE LABEL
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PROP CONTOUR
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6920
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HIGH POINT
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H.P.
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LOW POINT
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L.P.
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6
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DESIGN POINT SUMMARY
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DESIGN POINT
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Q 5
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Q 100
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BASIN
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STRUCTURE
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2*
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8.0
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19.3
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B*
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(2) EX. 15' AT-GRADE INLETS
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5*
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4.2
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19.7
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G*, H*, FLOWBY DP4*
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EX. 15' AT-GRADE INLET
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6*
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14.1
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26.7
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I*, J*, K*,L*
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EX. 15' AT-GRADE INLET
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18*
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14.1
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41.6
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GG*, II*, FLOWBY DP5*
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EX. 15' AT-GRADE INLET
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19
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20.5
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52.0
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BB,DD,FF,HH,JJ*, FLOWBY DP6*
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EX. 15' AT-GRADE INLET
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20*
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5.2
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27.9
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KK*,MM*,FLOWBY DP18*
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EX. 15' AT-GRADE INLET
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21
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6.4
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30.7
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LL,NN*, FLOWBY DP19*
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EX. 15' AT-GRADE INLET
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24
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6.4
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15.9
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RR,SS
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PROP. 10' SUMP INLET
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26
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2.0
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4.9
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TT
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PROP. 5' SUMP INLET
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27
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48.3
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127.8
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UU*, PR2, PR20*, PR23*, PR26*
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CUMULATIVE DET. POND 8
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STORM SEWER SUMMARY
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PIPE RUN
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Q 5
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Q 100
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PIPE SIZE
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CONTRIBUTING PIPES/DESIGN POINTS
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1
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6.4
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15.9
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24" RCP
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DP24
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2
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8.0
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19.8
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24" RCP
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DP26, PR1
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20*
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25.8
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42.3
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36" RCP
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SEE MDDP*
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23*
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11.1
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34.4
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30" RCP
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SEE MDDP*
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26*
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3.2
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27.7
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36" RCP
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SEE MDDP*
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EXISTING STORM SEWER PIPE
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* For detailed information on Desing Points, Basins, Flowby, or Pipe Runs see Sterling Ranch Filing Nos. 1&2 MDDP prepared by MS Civil Consultants, dated April 2017
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PROPOSED STORM SEWER PIPE
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7032
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EXISTING FLOW DIRECTION ARROW
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100 YEAR FLOODPLAIN
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FUT. CHECK
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BRANDING IRON FILING NO. 2 BOUNDARY
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(FEMA) BASE FLOOD ELEVATION
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(FEMA) CROSS SECTION
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FUTURE CHANNEL RIP RAP CHECK DAM
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EXISTING WETLANDS
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AREA IN WHICH GRADING CONSTRAINTS PREVENT WQCV CAPTURE AND TREATMENT