EDARP
Project Review Comments
- Project Name
- CIMARRON HILLS SOUTHEAST MIXED USE FILING NO. 1 Plat
- Description
- one commercial lot and 4 tracts. build out road
- Location
- Parcels
- 5408007001 5408007001
- Applicant
-
Matrix Design Group, Inc.
Jason Alwine ( jason_alwine@matrixdesigngroup.com )
(719) 457-5609 Jason Alwine ( jason_alwine@matrixdesigngroup.com )
(719) 457-5609 - EA Number
- EA23110
- File Number
- SF2420
- Project Manager
- Ashlyn Mathy
- Status
- Active
- Created
- 2/8/2024 11:34:01 AM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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Colorado Department of Transportation - Pueblo Office
1/13/2025 9:09:59 AM |
Please see attached letter for CDOT's comments. | 1/13/2025 9:09:59 AM |
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EPC Health Department
1/12/2025 4:01:00 PM |
1/12/2025 4:01:00 PM | |
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Cherokee Metro Dist
1/10/2025 10:45:59 AM |
Add in the general notes that all "Water and Wastewater construction will follow CSU waterLESS standards with Cherokee Metropolitan District exceptions" Ensure that all the water and wastewater mains have a minimum of 5' of cover measured from top of pipes to the proposed grade. |
1/10/2025 10:45:59 AM | |
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PCD Engineering Division
1/6/2025 5:35:42 PM |
SWMP Checklist Redlines | 1/6/2025 5:35:42 PM |
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PCD Engineering Division
1/6/2025 5:35:13 PM |
SWMP Redlines | 1/6/2025 5:35:13 PM |
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PCD Engineering Division
1/6/2025 5:34:05 PM |
PBMP Applicability Form Redlines | 1/6/2025 5:34:05 PM |
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PCD Engineering Division
1/6/2025 5:33:24 PM |
GEC Checklist Redlines | 1/6/2025 5:33:24 PM |
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PCD Engineering Division
1/6/2025 5:31:54 PM |
Construction Drawing Redlines | 1/6/2025 5:31:54 PM |
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PCD Engineering Division
1/6/2025 5:31:12 PM |
GEC Redlines | 1/6/2025 5:31:12 PM |
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PCD Engineering Division
1/6/2025 5:27:59 PM |
FAE Redlines | 1/6/2025 5:27:59 PM |
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PCD Engineering Division
1/6/2025 5:26:50 PM |
Final Plat Redlines with Engineering Comments | 1/6/2025 5:26:50 PM |
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PCD Engineering Division
1/6/2025 5:26:11 PM |
Deviation Request Redlines | 1/6/2025 5:26:11 PM |
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PCD Engineering Division
1/6/2025 5:23:40 PM |
Closure Sheet Redlines | 1/6/2025 5:23:40 PM |
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PCD Engineering Division
1/6/2025 5:22:55 PM |
Drainage Report Redlines | 1/6/2025 5:22:55 PM |
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PCD Engineering Division
1/6/2025 5:22:25 PM |
TIS Redlines | 1/6/2025 5:22:25 PM |
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PCD Project Manager
1/3/2025 8:37:10 AM |
v1_Water Resources Report comments | 1/3/2025 8:37:10 AM |
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PCD Project Manager
1/3/2025 8:36:45 AM |
v1_Wastewater Treatment Report comments | 1/3/2025 8:36:45 AM |
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PCD Project Manager
1/3/2025 8:36:24 AM |
v1_Soils & Geology Report comments | 1/3/2025 8:36:24 AM |
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PCD Project Manager
1/3/2025 8:35:58 AM |
v1_Mineral Rights Certification comment | 1/3/2025 8:35:58 AM |
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PCD Project Manager
1/3/2025 8:35:34 AM |
v1_Letter of Intent comments | 1/3/2025 8:35:34 AM |
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PCD Project Manager
1/3/2025 8:35:07 AM |
v1_Final Plat Drawings comments | 1/3/2025 8:35:07 AM |
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PCD Project Manager
1/3/2025 8:34:20 AM |
Due to volume of comments, subsequent reviews may have additional comments from staff. Engineering and Stormwater staff will have additional documentation uploaded at a later time. -Ashlyn Mathy |
1/3/2025 8:34:20 AM | |
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EPC Stormwater Review
1/2/2025 5:18:16 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - CDs - Drainage Report - FAE - GEC Plan - GEC Checklist - PBMP Applicability Form - SWMP - SWMP Checklist Please submit the following documents for review: - ESQCP - Notice of Intent to Construct a Non-Jurisdictional Water Impoundment Structure (proof of submittal only) - O&M Manual - Private Detention Basin / Stormwater Quality BMP Maintenance Agreement - SDI Form or MHFD_Detention Calcs Reviewed by: Christina Prete, P.E. Stormwater Manager 719.520.6877 ChristinaPrete@elpasoco.com |
1/2/2025 5:18:16 PM | |
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PCD Engineering Division
1/6/2025 5:15:25 PM |
Engineering Review 1: Comments have been provided on the following documents: - Traffic Impact Study - Final Drainage Report - Closure Sheets - Soils Report - Letter of Intent - Deviation Request - Final Plat - Financial Assurance Estimate - Grading & Erosion Control Plan - Construction Drawings Additional Comments: 1. Per DCM 11.3.3: A geotechnical analysis & report prepared by a Colorado Professional Engineer with recommendations for the foundation preparation and embankment construction shall be submitted to the County Engineer with the complete design analysis for all permanent detention facilities. Reviewed by: Charlene Durham, PE 719-520-7951 charlenedurham@elpasoco.com and Daniel Torres, PE 719-520-6305 danieltorres@elpasoco.com |
1/6/2025 5:15:25 PM | |
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County Attorney - Development Review
12/31/2024 12:10:16 PM |
No Comments from County Attorney – Development Review at this time. Reviewed by: Erika Keech, Senior County Attorney, erikakeech2@elpasoco.com. |
12/31/2024 12:10:16 PM | |
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Colorado Division of Water Resources
12/30/2024 3:56:42 PM |
12/30/2024 3:56:42 PM | |
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Colorado Geological Survey
12/30/2024 8:40:36 AM |
The available referral documents include the Letter of Intent (Matrix Design Group, August 2024), Final Plat (Matrix Design Group, August 15, 2024), Geologic Hazard Evaluation and Preliminary Geotechnical Investigation (CTL Thompson, Inc., August 6, 2024), and other documents. The applicant proposes to subdivide the property into one 13.85-acre lot (Lot 1) for a proposed institutional use (church, school, and/or retirement facility) and four tracts (Tracts A-D). Tract C will consist of a proposed detention pond and Tract D will comprise the proposed roadway that will traverse the site. The geologic hazard report references multifamily residential use and appears specific only to the west side of the property (Tracts A-C). In addition, CTL’s report refers to a proposed Roadway Grading, Site Utilities and Concept Plan Exhibit prepared by Matrix, Dated May 17, 2024 that does not appear to have been provided in the referral documents. CGS offers the following comments and recommendations. 1. The western portion of the site is located within the FEMA floodplain (FIRM 08041C0754G, December 7, 2018) associated with Sand Creek East Fork and contains portions of Tracts A-D. CTL states (page 10), “The project Civil Engineer should determine the extent of the flood mapping for the site, the flood potential, and design surface drainage.” The drainage study in the referral documents only addresses the eastern portion of the site (Lot 1). CTL’s study does not include a geologic hazards/constraints map; it only includes geologic conditions and engineering conditions. CGS recommends that the county requires a geologic hazards map indicating the hazards/constraints indicated in their report (such as shallow groundwater, collapse-prone soils, flood-prone areas, etc.). No structures/improvements should be permitted within designated floodplain areas. 2. The final plat does not reference CTL’s geologic hazard study, the site’s geologic hazards/constraints, or mitigation measures. Before approval, the final plat must include this information with mapped geologic hazards/constraints. 3. CTL states (page 14), “Groundwater was measured at 6 feet below the existing ground surface in TH-12, 6.6 feet in TH-14, and 9 feet in TH-15.” However, page 5 shows varying groundwater conditions. CGS recommends that additional groundwater information and a discussion on fluctuations in groundwater levels be provided prior to the approval that covers the entire site. Due to the shallow groundwater conditions at this site, no basements should be allowed unless mitigation measures (such as raising the site grades, underdrain system, etc.) are established and noted in the plans. 4. The exploration program performed by CTL indicates low blow counts (N-values), as low as 1 in test boring no. 2. According to the Geologic Map of the Elsmere Quadrangle (Madole, R.F. and Thorson, J.P., 2003, CGS OF-02-02), alluvium overlies the Dawson formation at an unknown depth. Collapse-prone soils are listed in CTL's report. We agree with CTL that sub-excavation and reworking of these materials will be necessary. Submitted 12/30/2024 by Amy Crandall, Colorado Geological Survey: acrandall@mines.edu |
12/30/2024 8:40:36 AM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
12/27/2024 9:02:31 AM |
See attached. | 12/27/2024 9:02:31 AM |
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Pikes Peak Regional Building Department
12/19/2024 10:22:08 AM |
1. Existing addresses 6902 E Hwy 24 & 725 Peterson Road will not be used for this plat. 2. Lot 1 will be addresses as 485 Meadowbrook Pkwy. Tract A-457, tract B-427, tract C- 447 Meadowbrook Pkwy. Tract D is a street and does not require an address. 3. Add the address to the plat, as close to the edge of the lot or tract as possible, running parallel to the street the lot or tract it is being addressed from. This indicates when looking at a plat, which street it is addressed from. Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
12/19/2024 10:22:08 AM | |
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County Attorney - Water
12/18/2024 9:28:41 AM |
It is unclear from the documents uploaded what the water demand is and how it was calculated. Please revise the WSIS, Water Resources Report, and commitment letter as necessary to: 1. Provide the estimated demand for the platted lots only, entire property as a whole, in acre-feet, which includes commercial and all anticipated uses. Water sufficiency will not be reviewed for tracts, and tracts will be prohibited from using water. They must be replatted at such time as development is proposed. Note that the identified uses and project description in the Letter of Intent are not consistent with the WSIS, Water Resource Report, and Commitment Letter. 2. Identify the water demand attributed to commercial use (in acre-feet) and that attributed to irrigation of landscaping. 3. Pursuant to Sections 8.4.7 (B)(3)(c)(v) and (e) of the Land Development Code, please add information to the Water Resources Report regarding Cherokee Metro District’s total water supply and its current commitments to serve. 4. Lastly, once these items have been addressed the County Attorney's Office will review for water sufficiency following receipt of findings from the Colorado Division of Water Resources. |
12/18/2024 9:28:41 AM | |
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Cimarron Hills Fire
12/17/2024 1:53:01 PM |
The Cimarron Hills Fire Department (CHFD) has completed a review and has no concerns with the request to replat of TSN 5408007001, TSN 5408007004, and TSN 5408007003 as one 14-acre lot and 4 tracts. To include the Meadowbrook Parkway extension both 300’ and 500’ curve radiuses deviation from 565’ required minimum centerline curve radius found in Table 2-7 of El Paso County ECM. No further comments. |
12/17/2024 1:53:01 PM | |
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Parks Advisory Board
12/12/2024 10:39:44 AM |
El Paso County Parks and Community Services. The 2022 El Paso County Parks Master Plan shows no impacts to existing or proposed parks, trails, or open space. As such, no trail easements or park land dedications are necessary. As this is a commercial application, no regional park fees will be assessed, however an update to the EPC Land Development Code over the next year and half may or may not change this fee requirement. Thank you! | 12/12/2024 10:39:44 AM | |
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911 Authority - El Paso/Teller County
12/12/2024 9:04:14 AM |
No action for E911 on this submittal. Thank you. Justin |
12/12/2024 9:04:14 AM | |
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EPC Environmental Services
12/11/2024 2:12:47 PM |
12/11/2024 2:12:47 PM | |
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EPC Parks Department
12/10/2024 1:48:35 PM |
El Paso County Parks and Community Services. The 2022 El Paso County Parks Master Plan shows no impacts to existing or proposed parks, trails, or open space. As such, no trail easements or park land dedications are necessary. As this is a commercial application, no regional park fees will be assessed, however an update to the EPC Land Development Code over the next year and half may or may not change this fee requirement. Thank you! | 12/10/2024 1:48:35 PM |