EDARP
Project Review Comments
- Project Name
- Knecht Minor Final Plat
- Description
- Minor subdivision to combine/reconfigure illegal lots - includes 5 total proposed lots, one of which is 1 acre, approved by BOA235
- Location
- Parcels
- 4218000002 4218000002 4218000004 4218000004 4218000023 4218000023
- Applicant
-
Kimley-Horn and Associates, Inc.
Kevin Kofford ( kevin.kofford@kimley-horn.com )
(719) 453-0181 Kevin Kofford ( kevin.kofford@kimley-horn.com )
(719) 453-0181 - EA Number
- EA2289
- File Number
- SF2419
- Project Manager
- Ryan Howser
- Status
- Active
- Created
- 6/7/2022 6:22:54 AM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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EPC Health Department
10/18/2024 6:46:49 PM |
10/18/2024 6:46:49 PM | |
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Upper Black Squirrel Creek GWMD
10/17/2024 4:12:27 PM |
UBSCGWMD comments on Knect Minor Final Plat (October 17, 2024) 1. In the August 2024 Water Resources report the applicant reports an annual water demand of 2.5 af. However, in the GWC approved determination of water rights for the Dawson aquifer (3557-BD) the annual demand is listed as 3.77 af. This is confusing. 2. UBSCGWMD is concerned that the applicant will be unable to deliver the approved replacement water (0.9 af/yr) to the Black squirrel alluvial aquifer as required. The depth to the Dawson aquifer beneath the development site is very shallow -one to four feet. Discharge from onsite water treatment systems (septics) will very quickly saturate the thin unconsolidated sediment above the Dawson aquifer and as a result flow horizontally and will likely discharge to the black Squirrel Creek in the southern and eastern portion of the site. Once this water enters the creek it is unknown when and where the required replacement recharge will occur. 3. The GWC has required that a geophysical log be obtained for the new wells prior to the casing installation. This is important and the UBSC GWMD request an ability to review the geophysical logs. 4. Geotechnical issues -As discussed in the Soils and Geology Study (ENTECH, July 2024) there are numerous geologic and hydrologic conditions that present geotechnical issues, including potentially unstable slopes, shallow bedrock, flowing water, and a floodplain. Extreme care must be taken to not alter the hydrology of Upper Black Squirrel Creek and its floodplain and slopes. This is necessary to avoid/minimize pollution of Upper Black Squirrel Creek and prevent destabilization of the banks along the Creek. |
10/17/2024 4:12:27 PM | |
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Mountain View Electric Association, Inc.
10/3/2024 3:22:47 PM |
See attached comments | 10/3/2024 3:22:47 PM |
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PCD Project Manager
10/2/2024 1:34:53 PM |
V1: Letter of Intent | 10/2/2024 1:34:53 PM |
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PCD Project Manager
10/2/2024 1:34:02 PM |
V1: Fire Protection Report | 10/2/2024 1:34:02 PM |
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PCD Project Manager
10/2/2024 1:32:56 PM |
V1: Final Plat | 10/2/2024 1:32:56 PM |
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PCD Project Manager
10/2/2024 1:32:10 PM |
V1: Drainage Report (engineering comments only) | 10/2/2024 1:32:10 PM |
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PCD Project Manager
10/2/2024 1:29:40 PM |
Review 1: PCD Planning Division comments have been provided (in green) on the following uploaded documents: - Letter of Intent (includes Engineering and Stormwater comments) - Final Plat (includes Engineering comments) - Fire Protection Report PCD Project Manager has also uploaded the following documents with Engineering comments: - Drainage Report |
10/2/2024 1:29:40 PM | |
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PCD Engineering Division
10/2/2024 12:44:32 PM |
Engineering Review Ver. 1: Engineering comments have been made in blue on the following documents (to be uploaded by planner): - Letter of Intent - Final Plat Drawings - Drainage Report Reviewed by: Daniel Torres danieltorres@elpasoco.com (719) 520-6305 Joe Sandstrom josephsandstrom@elpasoco.com (719) 520 - 6314 |
10/2/2024 12:44:32 PM | |
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Colorado Geological Survey
10/1/2024 12:08:34 PM |
The available referral documents for the Knecht Subdivision site (39.0128, -104.6065) include a Soils and Geology Study (Entech Engineering Inc., 7/16/2024), Final Plat (Land Development Consultants, Inc., 7/3/2024), and other documents. Entech’s report contains good descriptions of the surface and subsurface conditions and make appropriate recommendations regarding site development. Entech states (page 4), “The engineering geologic constraints/hazards identified on this site include artificial fill, potentially expansive soils, potentially unstable slopes, shallow bedrock, flowing water, and a floodplain.” The Upper Black Squirrel Creek is mapped as a FEMA floodplain with potentially unstable slopes associated with its banks. This area is mapped on the final plat as a “no build zone and no storage of any materials.” Entech states (page 7), “This area will be avoided by development on Lots 4 and 5.” CGS recommends an erosional setback be established from the top of the bank associated with the creek; erosional protection should be provided for areas where existing structures are located near the creek. CGS also recommends that the geologic constraints/hazards be listed and erosional setbacks be shown on the plat. Reviewed by Amy Crandall, P.E., Engineering Geologist, Colorado Geological Survey (acrandall@mines.edu). … |
10/1/2024 12:08:34 PM | |
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Pikes Peak Regional Building Department
9/30/2024 11:57:40 AM |
Enumerations has the following comments: 1. The letter of intent states that one of the access locations is on the southeast corner and serves 12345 N. Meridian Rd. I believe that is should state that there is an access on the southwest corner that serves 12375 N. Meridian Rd. and that the letter of intent should be corrected. 2. A copy of this plat should be submitted to Enumerations well in advance of submitting for recording for address assignment. Once addressing is returned, it needs to be added to the plat. 3. The current address of the residence of 12375 N. Meridian Rd. on Lot 1 will not change as a consequence of this plat and this address should be shown on the plat. 4. The address of the existing residence of 12425 N. Meridian Rd. which will be on Lot 2 will need to have a formal address change performed to a Grandin Pt. address as a consequence of this plat. The instructions for requesting this address change can be would on our website. This request needs to accompany the mylar at the time of mylar review. 5. Enumerations will review the mylar prior to recording for addressing, title block and street name per usual procedure. An Enumerations fee of $40 will be due at the time of mylar review. 6. Enumerations will not approve any building plans submitted prior to receiving a copy of the final recorded plat. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
9/30/2024 11:57:40 AM | |
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Parks Advisory Board
9/26/2024 10:01:56 AM |
El Paso County Parks and Community Services Department, Final Administrative Comments - Please See Attached Documentation (No Park Advisory Board endorsement necessary for minor subdivision applications) | 9/26/2024 10:01:56 AM |
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EPC Parks Department
9/26/2024 9:58:49 AM |
El Paso County Parks and Community Services Department, Final Administrative Comments - Please See Attached Documentation (No Park Advisory Board endorsement necessary for minor subdivision applications) | 9/26/2024 9:58:49 AM |
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EPC Stormwater Review
9/24/2024 2:39:16 PM |
PBMP Applicability Form | 9/24/2024 2:39:16 PM |
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EPC Stormwater Review
9/24/2024 2:38:57 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Letter of Intent.......(to be uploaded by Planner) - PBMP Applicability Form Reviewed by: Glenn Reese, P.E. Stormwater Engineer III 719.675.2654 GlennReese@elpasoco.com |
9/24/2024 2:38:57 PM | |
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Falcon School District 49
9/24/2024 9:31:39 AM |
District 49 has reviewed File EA2289 / SF2419. District 49 has no comments or concerns with the minor subdivision. | 9/24/2024 9:31:39 AM | |
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County Attorney - Development Review
9/24/2024 8:52:35 AM |
No comments from County Attorney – Development Review at this time. Reviewed by: Erika Keech, Senior County Attorney, erikakeech2@elpasoco.com, 719-520-7013 |
9/24/2024 8:52:35 AM | |
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Colorado Division of Water Resources
9/23/2024 3:57:16 PM |
9/23/2024 3:57:16 PM | |
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Colorado Parks and Wildlife
9/20/2024 9:52:41 PM |
Colorado Parks and Wildlife (CPW) has reviewed the plans for the Knecht Minor Final Plat in El Paso County. Based on the location and proposed actions, CPW anticipates that this project's impacts on the wildlife resource would be negligible. We appreciate being allowed to comment. Please feel free to contact District Wildlife Manager, Aaron Berscheid, should you have any questions or require additional information at 719-439-9601 or via email at aaron.berscheid@state.co.us |
9/20/2024 9:52:41 PM | |
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911 Authority - El Paso/Teller County
9/17/2024 11:55:17 AM |
Comments for E911 as follows: Grandin Pt – Acceptable and reserved for this project. No other action for E911 on this submittal. Thank you Justin |
9/17/2024 11:55:17 AM | |
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EPC Environmental Services
9/17/2024 9:21:45 AM |
9/17/2024 9:21:45 AM | |
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County Attorney - Water
9/16/2024 2:59:51 PM |
County Attorney’s Office will review for water sufficiency following receipt of findings from the Colorado Division of Water Resources. Thank you. | 9/16/2024 2:59:51 PM | |
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El Paso County Conservation Dist
9/12/2024 3:20:01 PM |
Please see attached .PDF for brief comments. Thanks! | 9/12/2024 3:20:01 PM |
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Falcon Fire Protection District
9/12/2024 11:22:10 AM |
9/12/2024 11:22:10 AM | |
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Colorado State Forest Service
9/12/2024 8:16:22 AM |
The primary wildland fuel type for this proposal is grassland with scattered trees having a low to moderate wildfire hazard potential. No special fire mitigation plans or other actions are necessary for final approval by the Colorado State Forest Service. | 9/12/2024 8:16:22 AM | |
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Colorado Department of Transportation - Pueblo Office
9/12/2024 7:21:18 AM |
CDOT has no comments regarding this development. | 9/12/2024 7:21:18 AM | |
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RBD Floodplain
9/12/2024 7:05:48 AM |
Floodplain extents appear to match best available FEMA BLE overlay data, BFE lines align with latest 2019 CWCB LIDAR. Southern drainage easement line does not span the length of the floodplain, some easement call outs do not appear to point to the easement please correct |
9/12/2024 7:05:48 AM |