EDARP
Project Review Comments
- Project Name
- 3275 Center Ice View - Minor Sub to Legalize Lot
- Description
- Request to legalize unplatted, illegally subdivided 10.54-acre lot in the RR-5 zoning district.
- Location
- Parcels
- 7133007024 7133007024
- Applicant
-
John Fornander
john@tnesinc.com ( john@tnesinc.com ) john@tnesinc.com ( john@tnesinc.com ) - File Number
- MS239
- Project Manager
- Joe Letke
- Status
- Active
- Created
- 8/16/2023 9:01:59 AM
View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
| View |
Tri-Lakes-Monument Fire Protection District
5/15/2024 3:47:29 PM |
Monument Fire Access and Wildfire Comments | 5/15/2024 3:47:29 PM |
| View |
Tri-Lakes-Monument Fire Protection District
5/15/2024 3:46:30 PM |
2015 Amended International Fire Code (Ref: Appendix D | 5/15/2024 3:46:30 PM |
| View |
PCD Project Manager
5/14/2024 4:49:43 PM |
-Letter of Intent | 5/14/2024 4:49:43 PM |
| View |
PCD Project Manager
5/14/2024 4:49:30 PM |
-Final Plat Drawing | 5/14/2024 4:49:30 PM |
| View |
PCD Project Manager
5/14/2024 4:49:16 PM |
-Application Form | 5/14/2024 4:49:16 PM |
|
PCD Project Manager
5/14/2024 4:48:17 PM |
Planning has comments on the following items: -Application Form -Letter of Intent -Plat Drawings Joe Letke Planner II 719-520-7964 |
5/14/2024 4:48:17 PM | |
|
County Attorney - Water
4/9/2024 12:37:22 PM |
Applicant would like to preserve the ability of one of the lots to either use Dawson or Denver aquifer water when it develops. Please update the WSIS and Water Resources Report to do the following: 1. Identify which lot is restricted to using the Denver and which lot will have the choice of Dawson or Denver. 2. Because only 0.42 AF/year is available from the Dawson, the lot which may use it must have an estimated demand of no more than that amount. Both the WSIS and Water Resource Report must reflect this revised demand. 3. In various places on pp. 3-4 of the Water Resource Report, the minimum estimated use is 0.25 AF annually. The presumptive use value, which is also accurately reflected in the WSIS, is 0.26 AF/year for household use. Please correct the Water Resource Report accordingly. |
4/9/2024 12:37:22 PM | |
|
PCD Project Manager
3/5/2024 8:58:22 AM |
All Planning comments have been resolved. County Attorney (Water) review of water resources report is still pending. | 3/5/2024 8:58:22 AM | |
| View |
Colorado Division of Water Resources
3/4/2024 3:02:48 PM |
3/4/2024 3:02:48 PM | |
|
EPC Stormwater Review
3/4/2024 1:57:16 PM |
Review 3: EPC DPW Stormwater has no further comments. Planner: no re-review necessary. Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
3/4/2024 1:57:16 PM | |
|
PCD Engineering Division
3/4/2024 10:13:09 AM |
There are no comments relating to drainage or transportation. Reviewed By: Lupe Packman lupepackman@elpasoco.com |
3/4/2024 10:13:09 AM | |
|
County Attorney - Development Review
2/20/2024 1:56:24 PM |
No comments at this time. | 2/20/2024 1:56:24 PM | |
|
EPC Sheriff's Department
2/8/2024 12:59:22 PM |
No concerns from EPSO | 2/8/2024 12:59:22 PM | |
|
PCD Engineering Division
2/6/2024 3:54:13 PM |
There are no other comments relating to drainage or transportation. Reviewed By: Lupe Packman lupepackman@elpasoco.com |
2/6/2024 3:54:13 PM | |
|
County Attorney - Water
2/6/2024 3:07:17 PM |
Comments from 11/16/23 remain unaddressed. County Attorney's Office will review once the Water Resources Report has been updated to include information regarding the ordered augmentation plan, to include aquifer and the estimated demand as well as a new letter from the Colorado Division of Water Resources finding adequate water supply. Thank you. | 2/6/2024 3:07:17 PM | |
| View |
PCD Project Manager
2/1/2024 3:08:15 PM |
Enumerations Comment remains unaddressed. "The address of 3275 Center Ice View was previously assigned for the large parcel. Based on where the access is shown for the re-platted lots, Lot 2 should use the 3275 Center Ice View address, and Lot 1 should use the address of 3270 Center Ice View. These addresses need to be shown on the plat." If this is disputed, please contact Brent Johnson, Enumerations Plans Examiner. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
2/1/2024 3:08:15 PM |
|
Colorado Geological Survey
1/31/2024 10:26:40 AM |
With this referral, we received the Final Plat (LWA Land Surveying, Inc., October 16, 2023) and Soil and Geology Study (Rocky Mountain Group (RMG), January 11, 2024). During the previous referral, CGS reviewed the Soils Report (A Better Soil Solution, June 21, 2023). RMG’s geologic interpretation, identification of geologic hazards and engineering constraints associated with the site, and their proposed mitigation for these conditions are valid. CGS has no objection to approval provided RMG’s and A Better Soil Solution’s recommendations are strictly adhered to. CGS offers the following comments and recommendations. RMG recommends (page 13), “if future construction is proposed in the “No Build” zone, slope stability analysis should be considered to determine the slopes have adequate factors of safety.” CGS recommends a building setback from the steep slopes be established and shown on the final plat. CGS agrees with RMG: “Long term cut slopes in the upper soil should be limited to no steeper than 3:1, horizontal to vertical.” RMG or A Better Soil Solution did not encounter groundwater in their borings/pits to depths ranging from 8 to 15 feet below grade. The test borings were not measured subsequent to drilling in June 2023. RMG states (page 13), “a 4 to 6-foot fluctuation in groundwater levels (perched on or contained within the underlying bedrock) is anticipated” and “Based on the absence of groundwater at the time of drilling and the surrounding topography, shallow foundations are anticipated to have more than 6 feet separation from underlying seasonally fluctuating groundwater.” However, if full basement levels are planned for the proposed residences, the county should require borings to depths of at least 20 feet, constructed as monitoring wells, to measure the fluctuations in groundwater levels. Submitted 1/31/2024 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
1/31/2024 10:26:40 AM | |
|
PCD Engineering Division
1/30/2024 4:40:13 PM |
There are no further comments relating to drainage or transportation. Submit the drainage report with the appropriate stamps and signatures from all parties. Note to planner: set review cycle to 5 days. Reviewed By: Lupe Packman lupepackman@elpasoco.com |
1/30/2024 4:40:13 PM | |
|
EPC Stormwater Review
1/31/2024 8:41:35 AM |
Review 2: EPC DPW Stormwater comments have been resolved on the following documents: - Final Plat - Final Drainage Report EPC DPW Stormwater has no further comments. Planner: no re-review necessary. Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
1/31/2024 8:41:35 AM | |
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PCD Project Manager
11/22/2023 9:49:59 AM |
Please review Colorado Geologic Survey Comment Letter re: needed updates to the Soils and Geology Report: "The submitted soils report (A Better Soil Solution, June 21, 2023) does not discuss the site geology nor directly discuss the potential geologic hazards and constraints associated with the site. Per Appendix C of the El Paso County Engineering Criteria Manual and Section 8.4.9 of the El Paso County Land Development Code, a geologic hazard study should be performed. Two areas are designated on the final plat as “no-build slope area” due to steep slopes. Before acceptance of the plat, CGS recommends the county require a geologic hazard report addressing the geologic hazards and constraints associated with the site with a note listing these hazards and constraints along with mitigation measures shown on the plat. Submitted 11/20/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu)" |
11/22/2023 9:49:59 AM | |
| View |
PCD Project Manager
11/22/2023 9:46:02 AM |
Please see Engineering and Stormwater Comments on Drainage Report | 11/22/2023 9:46:02 AM |
| View |
PCD Project Manager
11/22/2023 9:45:14 AM |
Please see Engineering (in Blue), Stormwater (in Orange) and Planning (in Green) Comments on Final Plat. | 11/22/2023 9:45:14 AM |
| View |
PCD Administrative Notice
11/21/2023 2:15:09 PM |
6 PCD notices were sent on 11/21/2023 | 11/21/2023 2:15:09 PM |
|
PCD Engineering Division
11/21/2023 2:05:24 PM |
The project manager will upload comments for the following documents: -Final plat -Drainage report Reviewed By: Lupe Packman lupepackman@elpasoco.com |
11/21/2023 2:05:24 PM | |
|
Mountain View Electric Association, Inc.
11/21/2023 10:52:35 AM |
MVEA has no objection to the 2-lot minor subdivision | 11/21/2023 10:52:35 AM | |
| View |
El Paso County Conservation Dist
11/21/2023 10:34:13 AM |
Brief comments attached as a .pdf. | 11/21/2023 10:34:13 AM |
|
Pikes Peak Regional Building Department
11/21/2023 10:10:19 AM |
Enumerations has the following comments: 1. The address of 3275 Center Ice View was previously assigned for the large parcel. Based on where the access is shown for the re-platted lots, Lot 2 should use the 3275 Center Ice View address, and Lot 1 should use the address of 3270 Center Ice View. These addresses need to be shown on the plat. 2. Enumerations will review the mylar prior to recording per usual procedure. An Enumerations fee of $20 will be due at the time of mylar review. Brent Johnson Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2888 E: brent@pprbd.org W: pprbd.org |
11/21/2023 10:10:19 AM | |
|
EPC Stormwater Review
11/20/2023 3:54:50 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents (to be uploaded by the project manager): - Final Plat - Final Drainage Report Reviewed by: Mikayla Hartford Stormwater Engineer I MikaylaHartford@elpasoco.com |
11/20/2023 3:54:50 PM | |
|
Colorado Geological Survey
11/20/2023 10:33:40 AM |
The submitted soils report (A Better Soil Solution, June 21, 2023) does not discuss the site geology nor directly discuss the potential geologic hazards and constraints associated with the site. Per Appendix C of the El Paso County Engineering Criteria Manual and Section 8.4.9 of the El Paso County Land Development Code, a geologic hazard study should be performed. Two areas are designated on the final plat as “no-build slope area” due to steep slopes. Before acceptance of the plat, CGS recommends the county require a geologic hazard report addressing the geologic hazards and constraints associated with the site with a note listing these hazards and constraints along with mitigation measures shown on the plat. Submitted 11/20/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
11/20/2023 10:33:40 AM | |
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County Attorney - Water
11/16/2023 2:21:20 PM |
The County Attorney's Office will not review for water sufficiency until the augmentation plan has been decreed, and a letter from the Colorado Division of Water Resources finds there is adequate water supply. Please update the Water Resource Report upon receipt of the decreed augmentation plan to identify which aquifer the water will draw from and the estimated demand. | 11/16/2023 2:21:20 PM | |
| View |
EPC Parks Department
11/15/2023 3:04:44 PM |
El Paso County Parks and Community Services Department Final Comments - Please See Attached Documents (No PAB Endorsement Necessary for Minor Subdivision Applications) | 11/15/2023 3:04:44 PM |
| View |
Colorado State Forest Service
11/14/2023 1:23:54 PM |
The Colorado State Forest Service recommends that all forested acres be mitigated to reduce the risk of wildfire and that defensible space be created for each dwelling using the standards in the CSFS "Home Ignition Zone Guide" (formerly known as "Quick Guide FIRE 2012-1: Protecting Your Home From Wildfire") located on the Colorado State Forest Service website. https://csfs.colostate.edu/media/sites/22/2021/04/2021_CSFS_HIZGuide_Web.pdf In addition, we recommend that all wildfire mitigation be completed before or during dwelling construction. |
11/14/2023 1:23:54 PM |
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EPC Code Enforcement
11/14/2023 10:10:33 AM |
No comment. | 11/14/2023 10:10:33 AM | |
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County Attorney - Development Review
11/9/2023 3:26:22 PM |
No comments at this time. | 11/9/2023 3:26:22 PM | |
| View |
Colorado Parks and Wildlife
11/9/2023 1:37:08 PM |
11/9/2023 1:37:08 PM | |
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Upper Black Squirrel Creek GWMD
11/8/2023 2:20:56 PM |
The Upper Black Squirrel Creek GWMD does not have any comments at this time but respectfully reserves the right to comment on any future submittals. Thank you. | 11/8/2023 2:20:56 PM | |
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911 Authority - El Paso/Teller County
11/6/2023 9:55:37 AM |
Center Ice Vw has been previously approved for this development. No other action for E911 on this submittal. Thank you. Justin |
11/6/2023 9:55:37 AM | |
| View |
Colorado Division of Water Resources
11/1/2023 11:33:29 AM |
11/1/2023 11:33:29 AM | |
| View |
EPC Environmental Services
10/31/2023 2:33:33 PM |
10/31/2023 2:33:33 PM | |
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Colorado Department of Transportation - Pueblo Office
10/31/2023 2:25:54 PM |
We are in receipt of the above-referenced development submittal. After review of the provided documents, CDOT Staff currently has NO COMMENT pertaining to this submittal. | 10/31/2023 2:25:54 PM | |
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Tri-County Fire Protection District
10/31/2023 1:02:40 PM |
This project is not located in Tri-County Fire Protection District, It is Tri Lakes Protection District. Please submit to Tri-Lakes | 10/31/2023 1:02:40 PM |