View: Project Documents
| Agency | Comment | ||
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EPC County Attorney's Office
9/1/2021 3:46:38 PM |
9/1/2021 3:46:38 PM | |
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EPC County Attorney's Office
6/22/2021 3:26:58 PM |
Because the estimated annual water demand is 0.1 AF/dwelling unit, which is half the presumptive use value of .2 AF/unit established in the Land Development Code, applicant must provide specific information to support its estimate. Please revise the section of the Water Resources Report related to Calculation of Water Demand to include relevant data supporting the estimate, including the annual water demand of the building for each of the last 5 years, the occupancy rates of the building for each of those last 5 years, the period of time for which this building has been used as apartments rather than a motel or extended stay motel, and any other information the applicant wishes the County to consider, such as types of units in the building. Please also correct the WSIS to indicate household use rather than commercial use. Thank you. | 6/22/2021 3:26:58 PM | |
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PCD Project Manager
6/15/2021 7:47:54 AM |
Planning Division has no further comments at this time. | 6/15/2021 7:47:54 AM | |
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PCD Project Manager
6/3/2021 10:41:49 AM |
Previous comment on final plat not addressed: revise resolution number for road impact fee program (Note 16) from 16-454 to 19-471. | 6/3/2021 10:41:49 AM | |
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PCD Engineering Division
5/27/2021 3:51:11 PM |
Engineering comments have been resolved. The documents will be uploaded onto EDARP by the project manager once approved by the ECM administrator. reviewed by: Daniel Torres danieltorres@elpasoco.com |
5/27/2021 3:51:11 PM | |
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EPC County Attorney's Office
5/13/2021 8:22:36 AM |
County Attorney comments from 3/15/21 not yet addressed. Cherokee Metropolitan District water commitment letter is dated 2/3/20. Due to Cherokee's requirement that applicant obtain final plat approval within 12 months of the date of the letter, this commitment has already expired. Please provide updated commitment letter. Thank you. | 5/13/2021 8:22:36 AM | |
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PCD Project Manager
4/7/2021 12:48:01 PM |
Plat comments attached. | 4/7/2021 12:48:01 PM |
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PCD Project Manager
4/7/2021 12:47:04 PM |
Drainage report Engineering comments attached. | 4/7/2021 12:47:04 PM |
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EPC County Attorney's Office
4/7/2021 10:44:45 AM |
County Attorney comments from 3/15/21 not yet addressed. Cherokee Metropolitan District water commitment letter is dated 2/3/20. Due to Cherokee's requirement that applicant obtain final plat approval within 12 months of the date of the letter, this commitment has already expired. Please provide updated commitment letter. Thank you. | 4/7/2021 10:44:45 AM | |
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PCD Engineering Division
4/6/2021 5:17:55 PM |
Review 2 comments on the following documents will be uploaded by the project manager: -Drainage Report Signed engineering documents may be submitted on the next submittal reviewed by: Daniel Torres danieltorres@elpasoco.com |
4/6/2021 5:17:55 PM | |
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EPC Stormwater Review
3/29/2021 1:03:13 PM |
Review 2: EPC Stormwater comments have been resolved on the following documents: - PBMP Applicability Form EPC Stormwater has no further comments at this time. Thank you. Reviewed by: Glenn Reese, P.E. Stormwater Engineer I glennreese@elpasoco.com |
3/29/2021 1:03:13 PM | |
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911 Authority - El Paso/Teller County
3/24/2021 12:32:35 PM |
No new street names requested on this submittal. No action for E911. Thank you. Justin |
3/24/2021 12:32:35 PM | |
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EPC Parks Department
3/18/2021 1:22:44 PM |
No additional comments from EPC Parks. See attached. | 3/18/2021 1:22:44 PM |
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EPC County Attorney's Office
3/12/2021 1:23:21 PM |
Cherokee Metropolitan District water commitment letter is dated 2/3/20. Due to Cherokee's requirement that applicant obtain final plat approval within 12 months of the date of the letter, this commitment has expired. Please provide updated commitment letter. Thank you. | 3/12/2021 1:23:21 PM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
3/11/2021 9:33:55 AM |
Hey Ryan, Attached is the review memo for the subject application. All action items have been addressed and approval can be recommended. Thanks, Ryne Solberg rsolberg@csu.org |
3/11/2021 9:33:55 AM |
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Colorado Geological Survey
3/9/2021 12:25:39 PM |
No new geological or geotechnical information has been submitted in response to our 12/22/2020 review comments. Since no new structures or land use changes are currently proposed, Colorado Geological Survey has no further comments. Jill Carlson / carlson@mines.edu |
3/9/2021 12:25:39 PM | |
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Colorado Division of Water Resources
2/23/2021 3:21:02 PM |
2/23/2021 3:21:02 PM | |
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EPC Health Department
1/30/2021 7:27:11 PM |
1/30/2021 7:27:11 PM | |
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Parks Advisory Board
1/14/2021 9:49:21 AM |
El Paso County Community Services / Parks Final Comments - Please See Attached Documents (PAB Endorsed 01/13/2021) | 1/14/2021 9:49:21 AM |
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Colorado Springs Public Works
1/7/2021 11:40:51 AM |
SWENT has no comment on this item Jonathan Scherer Stormwater Enterprise City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 Office: (719) 385-5546 jonathan.scherer@coloradosprings.gov |
1/7/2021 11:40:51 AM | |
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Colorado Department of Transportation - Pueblo Office
1/5/2021 1:32:42 PM |
1/5/2021 1:32:42 PM | |
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Colorado Division of Water Resources
1/4/2021 4:01:46 PM |
1/4/2021 4:01:46 PM | |
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PCD Project Manager
12/31/2020 9:33:45 AM |
Planning Division reserves the right to provide additional comments regarding water resources documents pending State Division of Water Resources review. | 12/31/2020 9:33:45 AM | |
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PCD Project Manager
12/31/2020 9:31:48 AM |
Water supply summary comments attached. | 12/31/2020 9:31:48 AM |
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PCD Project Manager
12/31/2020 9:31:27 AM |
Traffic memo comments attached. Includes PCD Engineering comments. | 12/31/2020 9:31:27 AM |
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PCD Project Manager
12/31/2020 9:30:59 AM |
Letter of intent comments attached. Also includes PCD Engineering comments. | 12/31/2020 9:30:59 AM |
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PCD Project Manager
12/31/2020 9:30:34 AM |
Fire protection report comments attached. | 12/31/2020 9:30:34 AM |
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PCD Project Manager
12/31/2020 9:30:14 AM |
Final plat comments attached. Also includes PCD Engineering comments. | 12/31/2020 9:30:14 AM |
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PCD Project Manager
12/31/2020 9:29:46 AM |
Drainage letter comments attached. Include PCD Engineering comments. | 12/31/2020 9:29:46 AM |
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PCD Engineering Division
12/30/2020 8:32:16 PM |
Review 1 comments on the following documents will be uploaded by the project manager: -Final Plat -Drainage Report -TIS reviewed by Daniel Torres danieltorres@elpasoco.com |
12/30/2020 8:32:16 PM | |
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Colorado Geological Survey
12/21/2020 5:05:22 PM |
Referral documents included Geology and Soils Report, 6895 Space Village Drive (RMG, 8/20/20). RMG drilled two borings in the property to characterize subsurface conditions. A purpose of the work was to provide the basis for the conclusions presented in In the Letter of Intent (Kimley»Horn, 8/6/2020) for the following requirement: • All areas of the proposed subdivision which may involve soil or topographical conditions presenting hazards or requiring special precautions have been identified and that the proposed subdivision is compatible with such conditions [C.R.S. § 30-28-133(6)(c)]; The Letter of intent goes on to conclude: “No area within the subdivision involves soils or other geologic hazards which would require additional mitigation or impact the continued use of the property as proposed. A soils and geology report was prepared for the developed site to demonstrate compliance with statutory requirements regarding soils analysis and identification of potential hazards. No existing conditions have been identified from the current reporting which would negatively impact or preclude the continued use of the site as a multifamily apartment building.” 1. RMG states (p. 6, section 5.0) that laboratory tests included dry density, and one Swell/Consolidation test, but no dry density or Swell/Consolidation results are reported. This matters because the primary geologic hazard at this site is loose, low density, potentially compressible, collapsible, or hydrocompactive soils, and dry density is typically inversely correlated with collapse susceptibility. Loose, low blow count, relatively dry soils are described in Test Boring 2 between 4 and 5 feet. Swell-consolidation tests can help identify the amount of consolidation. 2. RMG states (page 6, section 6.1) that, “The materials were identified and classified as sand with various amounts of silt (SP-SM and SW-SM). The silty sand consists of wind-blown deposits of eolian soils…” Wind-blown eolian sands are deposits frequently associated with collapsible soils. Loose, low density soils can lose strength, consolidate, compress, or collapse under a structural load and/or when water infiltrates the deposits. Compressible or collapsible soils, such as appear to be present on this site, can result in significant settlement and structural damage if not identified and mitigated. 3. RMG states (page 7, section 6.4) that, “The site generally consists of silty to clayey sand (alluvium). One geologic unit was mapped at the site as: • Qes1 – Younger eolian sand.” The report should be corrected to discuss the eolian sand at the site. In the absence of swell-consolidation or, at a minimum, dry density testing, the site’s collapse potential cannot be determined. RMG has therefore not satisfactorily characterized the consolidation/hydrocompaction potential on this site and the conclusions in the Letter of Intent about the soils at the property are not correct. If the county is requiring a report “to demonstrate compliance with statutory requirements regarding soils analysis and identification of potential hazards.” as a condition of approval for the Plat, then CGS recommends that the county require additional analysis to both identify and more accurately characterize consolidation/hydrocompaction potential within this property and, if necessary, specific mitigation recommendations. Submitted 12/22/2020 by Jonathan R. Lovekin, P.G. Senior Engineering Geologist, Colorado Geological Survey: jlovekin@mines.edu |
12/21/2020 5:05:22 PM | |
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EPC Stormwater Review
12/21/2020 10:01:43 AM |
Review 1: EPC Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - PBMP Applicability Form Reviewed by: Glenn Reese, P.E. Stormwater Engineer I glennreese@elpasoco.com |
12/21/2020 10:01:43 AM | |
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Pikes Peak Regional Building Department
12/17/2020 3:23:44 PM |
1. With the conversion from motel to apartments the unit numbering will need to change. Follow the secondary addressing guide on our website for the Residential Secondary addressing. Submit this to Enumerations prior to plan submittal to Regional Building Department to not delay the approval in the Enumerations dept. The sooner the secondary addressing is approved the faster I can forward then to Utilities and the Post Office. https://www.pprbd.org/File/Resources/Downloads/Addressing/SECONDARY_ADDRESS_REQUEST_FORM.pdf 2. Standard final plat comments still apply, but with RBD being closed, there are a few new changes to Enumerations review of the Mylar. Please, send a pdf of the final plat document (intended plat of record) to the Enumerations reviewer that reviewed the project. We will then check the mylar for the normal things we look at on a plat, address, street names, title block and floodplain statement. Then we will stamp off on that document with an RBD check stamp, if all is accurate. This will be our copy of record that we plan to see once the document is recorded, minus a few signatures on the main sheet. The addressing fee for this single lot will be $10.00. Please contact Enumeration on payment instructions. Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 |
12/17/2020 3:23:44 PM | |
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Colorado Springs Airport Advisory Commission
12/17/2020 9:23:51 AM |
The attached land use summary with comments was reviewed and accepted at the Airport Advisory Commission meeting held December 16, 2020. | 12/17/2020 9:23:51 AM |
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PCD Project Manager
12/17/2020 7:49:18 AM |
Provide a fire protection commitment letter from the fire protection district. | 12/17/2020 7:49:18 AM | |
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Colorado Springs Public Works
12/15/2020 2:12:06 PM |
Traffic Engineering has no comments on this item. Zaker Alazzeh, P.E. Traffic Engineering Manager City of Colorado Springs (719) 385-5468 Zaker.Alazzeh@coloradosprings.gov |
12/15/2020 2:12:06 PM | |
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EPC Parks Department
12/15/2020 12:35:03 PM |
Please find attached preliminary comments on behalf of El Paso County Parks. | 12/15/2020 12:35:03 PM |
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911 Authority - El Paso/Teller County
12/14/2020 2:05:04 PM |
No new street names requested. No action for E911 on this submittal. Thank you. Justin |
12/14/2020 2:05:04 PM | |
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Colorado Parks and Wildlife
12/14/2020 8:38:00 AM |
12/14/2020 8:38:00 AM | |
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Colorado Springs Public Works
12/10/2020 11:15:37 AM |
Engineering Development Review has no comments. Patrick V. Morris Civil Engineer II Public Works/Engineering Development Review City of Colorado Springs 30 S. Nevada Ave., Suite 401 Colorado Springs, CO 80903 tel: 719-385-5075 Main: 719-385-5979 patrick.morris@coloradosprings.gov |
12/10/2020 11:15:37 AM | |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
12/4/2020 4:23:35 PM |
Hey Rad, Attached is the review memo for the subject application. Let me know if you need anything further from me. Thanks, Ryne Solberg, rsolberg@csu.org |
12/4/2020 4:23:35 PM |
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EPC Environmental Services
12/4/2020 12:49:03 PM |
12/4/2020 12:49:03 PM | |
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EPC County Attorney's Office
12/1/2020 4:09:40 PM |
County Attorney's Office will provide a review of water sufficiency following receipt of findings from Colorado Division of Water Resources. Thank you. | 12/1/2020 4:09:40 PM |
EDARP