View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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PCD Project Manager
4/30/2024 8:54:40 AM |
Updated WSIS provided. Going to hearing 6/6 and 6/27. |
4/30/2024 8:54:40 AM | |
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PCD Engineering Division
3/29/2024 4:25:08 PM |
No additional comments. Please sign and submit the following documents for approval: - Drainage Report - FAE - PBMP Applicability Form - ESQCP - GEC Plan - GEC Checklist - SWMP -SWMP Checklist reviewed by: Daniel Torres danieltorres@elpasoco.com |
3/29/2024 4:25:08 PM | |
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PCD Project Manager
3/29/2024 8:32:50 AM |
final plat comments are resolved and planning comments are resolved. A submittal request will be sent out for documents that require signatures. Engineering will upload any comments on documents they have if they require revisions. -Ashlyn Mathy |
3/29/2024 8:32:50 AM | |
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EPC Stormwater Review
3/27/2024 4:04:33 PM |
PBMP_v4 | 3/27/2024 4:04:33 PM |
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EPC Stormwater Review
3/27/2024 4:02:59 PM |
Review 4: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - PBMP Applicability Form Please sign the following Stormwater documents and resubmit when ready for approval: - PBMP Applicability Form - ESQCP - GEC Checklist - SWMP Reviewed by: Christina Prete, P.E. Stormwater Manager ChristinaPrete@elpasoco.com |
3/27/2024 4:02:59 PM | |
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County Attorney - Water
2/22/2024 4:15:46 PM |
Please see the attached Water Supply Review and Recommendations. In addition, 1. Please remove the Water Supply Information Summary uploaded 9/5/23 from the file as it is no longer current. 2. Please remove the “Commitment letter from water service provider” dated 1/18/23 and uploaded 9/19/23 from the file as it is no longer current. Thank you! |
2/22/2024 4:15:46 PM |
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Colorado Division of Water Resources
2/21/2024 2:05:57 PM |
See attached letter. | 2/21/2024 2:05:57 PM |
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Colorado Geological Survey
2/13/2024 3:00:55 PM |
With this referral, we received the Letter of Intent (Oliver E. Watts PE-LS, 5/23/2023), Final Plat (Oliver E. Watts PE-LS, 12/14/2023), Drainage Plan and Report (Oliver E. Watts PE-LS, 12/13/2023), Soil and Geology Study (Rocky Mountain Group (RMG), 6/23/2023), and other documents. The site does not contain steep slopes, nor is it exposed to any geologic hazards that preclude development. Provided RMG’s recommendations are adhered to, CGS has no objection to approval of the final plat. We offer the following comments and recommendations. 1. As page 12 of RMG’s Soil and Geology Study states, “Geologic conditions found to be present at this site include potentially compressible soils, seasonally shallow groundwater and radon.” Uncontrolled fill was also encountered within the site, which is considered a geologic constraint in RMG’s study. 2. RMG states (page 10), “no new structures are proposed.” Based on the grading plans, a detention or retention pond and other site improvements are planned for this project. CGS agrees with RMG “The potential exists for high groundwater levels during high moisture periods…” CGS recommends that mitigation measures for shallow groundwater be implemented for any improvements to the site, as applicable. 3. The elevation bottom of the detention/retention pond should be checked with respect to the seasonal high groundwater elevations obtained during additional soil investigations, as recommended by RMG (page 12). 4. CGS recommends a note be included on the final plat referencing the geologic hazard study and listing the geologic hazards and constraints associated with the site. Submitted 2/13/2024 by Amy Crandall, Engineering Geologist, Colorado Geological Survey |
2/13/2024 3:00:55 PM | |
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Colorado Division of Water Resources
2/12/2024 8:36:44 PM |
See attached letter. | 2/12/2024 8:36:44 PM |
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PCD Project Manager
2/8/2024 3:23:35 PM |
GEC plan comments | 2/8/2024 3:23:35 PM |
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PCD Project Manager
2/8/2024 3:23:12 PM |
drainage report comments | 2/8/2024 3:23:12 PM |
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PCD Project Manager
2/8/2024 1:13:35 PM |
final plat comments | 2/8/2024 1:13:35 PM |
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PCD Engineering Division
2/8/2024 2:11:30 PM |
Review 3 comments on the following documents will be uploaded by the project manager: -Drainage Report -Grading and Erosion Control Plan: minor comment -Final Plat: minor comment reviewed by: Daniel Torres danieltorres@elpasoco.com |
2/8/2024 2:11:30 PM | |
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EPC Stormwater Review
2/8/2024 12:05:25 PM |
Review 3: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Drainage Report - GEC Plan Unresolved: Please submit the following documents for review: - PBMP Applicability Form - ESQCP (see v1 comments) - Detention Maintenance Agreement (see v1 comments) - O&M Manual (see v2 comments) Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
2/8/2024 12:05:25 PM | |
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County Attorney - Water
2/5/2024 12:30:11 PM |
Please amend the Water Supply Information Summary to identify the amount of irrigated acreage. After an updated Commitment Letter from Woodmen Hills is received, as well as an new letter from the Colorado Division of Water Resources with a sufficient water finding, the County Attorney's office will review. Thank you. | 2/5/2024 12:30:11 PM | |
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EPC Health Department
11/11/2023 8:01:29 PM |
11/11/2023 8:01:29 PM | |
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County Attorney - Water
10/25/2023 9:06:36 AM |
Please address the following comments regarding water supply for this subdivision: 1. The Water Supply Information Summary (WSIS) estimates a demand of 60 gpd to irrigate 0.6 acres. The presumptive demand figure for irrigation in the Land Development Code is 2.46 AF/acre or 0.0566 AF/1,000 sq. ft of irrigated land. For 0.6 acres, this equates to 1.48 AF/year or 1321 gpd. Even if irrigation occurs for only 7 months of the year, this equates to 0.863 AF/year. Please provide sufficient documentation to justify a demand that is less than 5% of the presumptive amount found in the Code. 2. The Water Resources Report (WRR) does not meet the requirements of Section 8.4.7 of the Code. Of primary concern is the lack of documentation regarding WHMD’s total supply of water, existing commitments to serve, and available supply to serve this subdivision. In addition: a. The statement in Section 3.1 that the demand estimate of 60 gpd is based on Chapter 8 of the Code is incorrect. See comment #1 above. b. Section 3.1 also references Section III of the Findings of Fact located in Appendix C. There is no Appendix C attached to the WRR. 3. The commitment letter from WHMD states, based on the address referenced, that it is for the adjacent property. Please correctly identify the development to which this letter pertains, and, if necessary, correct the amount of water committed based on a reevaluation of demand pursuant to comment #1 above. 4. If the estimated demand is recalculated at more than 60 gpd, please obtain an updated letter from the Division of Water Resources. |
10/25/2023 9:06:36 AM | |
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EPC Stormwater Review
10/16/2023 9:56:57 AM |
Final Plat_v2 | 10/16/2023 9:56:57 AM |
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EPC Stormwater Review
10/16/2023 9:56:36 AM |
FAE_v2 | 10/16/2023 9:56:36 AM |
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EPC Stormwater Review
10/16/2023 9:56:19 AM |
O&M Manual_v2 | 10/16/2023 9:56:19 AM |
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EPC Stormwater Review
10/16/2023 9:55:57 AM |
GEC Checklist_v2 | 10/16/2023 9:55:57 AM |
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EPC Stormwater Review
10/16/2023 9:55:30 AM |
GEC_v2 | 10/16/2023 9:55:30 AM |
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EPC Stormwater Review
10/16/2023 9:55:11 AM |
Drainage Report_v2 | 10/16/2023 9:55:11 AM |
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PCD Engineering Division
10/11/2023 3:00:37 PM |
Review 2 comments on the following documents will be uploaded by the stormwater engineer: -Drainage Report -Grading and Erosion Control Plan -Financial Assurance Estimate Form: minor comment -Final Plat No additional comments on the following documents: -Traffic Memo -Soils & Geology reviewed by: Daniel Torres danieltorres@elpasoco.com |
10/11/2023 3:00:37 PM | |
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EPC Stormwater Review
10/16/2023 9:54:35 AM |
Review 2: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Drainage Report.....(uploaded with Development Services comments) - GEC Plan...............(uploaded with Development Services comments) - GEC Checklist - O&M Manual Please submit the following documents: - PBMP Applicability Form - ESQCP (see v1 comments) - Detention Maintenance Agreement (see v1 comments) Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
10/16/2023 9:54:35 AM | |
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PCD Project Manager
10/5/2023 4:02:49 PM |
soils/geo report comments Engineering/SW will upload applicable documents at a later date. |
10/5/2023 4:02:49 PM |
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County Attorney - Development Review
3/3/2023 11:51:15 AM |
Proposed edits to Detention Maintenance Agreement attached. | 3/3/2023 11:51:15 AM |
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EPC Stormwater Review
3/2/2023 3:26:44 PM |
TIS_v1 | 3/2/2023 3:26:44 PM |
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EPC Stormwater Review
3/2/2023 3:25:17 PM |
Maintenance Agreement_v1 | 3/2/2023 3:25:17 PM |
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EPC Stormwater Review
3/2/2023 3:24:42 PM |
O&M_v1 | 3/2/2023 3:24:42 PM |
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EPC Stormwater Review
3/2/2023 3:24:16 PM |
ESQCP_v1 | 3/2/2023 3:24:16 PM |
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EPC Stormwater Review
3/2/2023 3:23:49 PM |
SWMP Checklist_v1 | 3/2/2023 3:23:49 PM |
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EPC Stormwater Review
3/2/2023 3:22:49 PM |
SWMP_v1 | 3/2/2023 3:22:49 PM |
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EPC Stormwater Review
3/2/2023 3:22:12 PM |
GEC Checklist_v1 | 3/2/2023 3:22:12 PM |
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EPC Stormwater Review
3/2/2023 3:21:01 PM |
GEC Plan_v1 | 3/2/2023 3:21:01 PM |
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EPC Stormwater Review
3/2/2023 3:20:35 PM |
FAE_v1 | 3/2/2023 3:20:35 PM |
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EPC Stormwater Review
3/2/2023 3:20:03 PM |
Drainage Report_v1 | 3/2/2023 3:20:03 PM |
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EPC Stormwater Review
3/2/2023 3:18:56 PM |
Review 1: EPC DPW Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Drainage Report...(uploaded with PCD comments) - FAE......................(uploaded with PCD comments) - GEC Plan.............(uploaded with PCD comments) - GEC checklist - SWMP - SWMP checklist - ESQCP - O&M Manual - Detention Maintenance Agreement Please submit the following documents: - PBMP Applicability Form - SDI - MS4 Due to the volume or complexity of the comments provided, these comments are cursory in nature and EPC DPW Stormwater reserves the right to make additional comments. Additional detailed comments will be provided upon receipt of complete information/plans and resolution of the major issues. Please feel free to call if you have any questions regarding this review. Reviewed by: Christina Prete, P.E. Stormwater Engineer III ChristinaPrete@elpasoco.com |
3/2/2023 3:18:56 PM | |
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PCD Project Manager
3/1/2023 3:05:32 PM |
Traffic study comments | 3/1/2023 3:05:32 PM |
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PCD Project Manager
3/1/2023 3:04:10 PM |
FAE form | 3/1/2023 3:04:10 PM |
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PCD Project Manager
3/1/2023 3:01:32 PM |
commitment letter water service provider comments | 3/1/2023 3:01:32 PM |
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PCD Project Manager
3/1/2023 3:00:52 PM |
letter of intent comments | 3/1/2023 3:00:52 PM |
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PCD Project Manager
3/1/2023 3:00:23 PM |
fire protection report comments | 3/1/2023 3:00:23 PM |
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PCD Project Manager
3/1/2023 2:59:02 PM |
final plat comments | 3/1/2023 2:59:02 PM |
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PCD Project Manager
3/1/2023 2:58:18 PM |
soils and geo report comments | 3/1/2023 2:58:18 PM |
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PCD Engineering Division
3/1/2023 2:10:46 PM |
Review 1 comments on the following documents will be uploaded: -Soils & Geology -Drainage Report -Grading and Erosion Control Plan -Traffic Memo -Financial Assurance Estimate Form -Final Plat Please submit the following documents: -SDI worksheet -MS4 Post Construction Form -State non jurisdictional impoundment form reviewed by: Daniel Torres danieltorres@elpasoco.com |
3/1/2023 2:10:46 PM | |
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Upper Black Squirrel Creek GWMD
2/28/2023 2:10:33 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. | 2/28/2023 2:10:33 PM | |
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Mountain View Electric Association, Inc.
2/28/2023 12:02:42 PM |
See attached comments | 2/28/2023 12:02:42 PM |
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Colorado Geological Survey
2/27/2023 8:44:55 AM |
With this referral, we received the Letter of Intent (Oliver E. Watts PE-LS, 1/18/2023), Final Plat (Oliver E. Watts PE-LS, 4/23/2021), Drainage Plan and Report (Oliver E. Watts PE-LS, 11/23/2022), Subsurface Soil Investigation (SSI) (Parr Engineering & Consulting, Inc., 11/20/2013), and other documents. The site does not contain steep slopes, nor is it exposed to any geologic hazards that preclude development. Available geologic mapping (Geologic Map of the Falcon 7.5 Quadrangle, Morgan, M.L. and White, J.L., 2012, CGS OF-12-05) indicates the site soils and bedrock are Alluvium three underlain by the Black Squirrel Formation. The site is on the border of the Falcon 7.5 Quadrangle and the Falcon NW Quadrangle (Madole, R.F., 2003, CGS OF-03-08). Parr Engineering’s subsurface soil investigation does not discuss the geologic hazards associated with the site, stating in their SSI (p. 6), “This report DOES NOT address the potential for geologic hazards or constraints (i.e., slope stability, landslides, etc.). It must be emphasized that such hazards and constraints are outside the scope of this investigation and must be investigated independently.” The El Paso County Engineering Criteria Manual (ECM) provides guidance for the type of Soils and Geology investigations and reports required for any public improvements. Geologic hazards and geotechnical constraints associated with the subject site could include expansive soils and bedrock, collapsible soils, shallow groundwater, etc. CGS recommends that the evaluation of risk from geologic conditions be derived from locally accurate geologic information. Additionally, we offer the following comments. 1. The PLSS (section-township-range) information on the final plat is incorrect. The site is located within the W½ SECTION 1, T13S, R65W (NOT R.68W). 2. The SSI report prepared by Parr Engineering was prepared for a metal storage building located within the existing property to the south of the subject site. Submitted 2/27/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey |
2/27/2023 8:44:55 AM | |
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Woodmen Road Metro
2/23/2023 4:13:17 PM |
This proposed project is located within the Woodmen Road Metropolitan District boundaries. The District assess’ platting and building permit fees for new development within the District Boundaries. The fees for this year are as follows: Platting Fees: Commercial- $1540/ACRE Residential- $385.00/LOT Building Permit Fees: Commercial- Destination retail/hotel- $1.37/SQUARE FOOT Convenience Commercial- $5.51/SQUARE FOOT All Other Uses- $1.10/SQUARE FOOT Residential- Single Family- $550/UNIT Multi Family- $385/UNIT |
2/23/2023 4:13:17 PM | |
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Colorado Division of Water Resources
2/21/2023 5:52:08 PM |
2/21/2023 5:52:08 PM | |
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El Paso County Conservation Dist
2/16/2023 3:54:08 PM |
Brief comments attached as a .PDF. | 2/16/2023 3:54:08 PM |
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Pikes Peak Regional Building Department
2/15/2023 9:08:21 AM |
1. Comments outstanding from the file PPR2232-6/22/22: Please email Amy Vanderbeek to discuss. Amy@pprbd.org 1. As stated in my comments 10-13-21, 7630 Bent Grass Meadows Drive is the address to the lot to the south and should be removed from this proposed project. The new address to the proposed lot will be 7870 Bent Grass Meadows Pkwy. 2. Are the 2 lots proposed to function as one business? It looks to be that the access between the 2 lots are open to one another. If the site is to be share with the south lot then show all addressing used on the south site. Building lettering, etc.. 3. Each RV structure will receive a separate address. Are the RV storage areas open to the air or do they have sides and closed off from the weather? 2. The range in the title block of the plat should not be 68, should be shown as 65. Please correct. Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
2/15/2023 9:08:21 AM | |
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911 Authority - El Paso/Teller County
2/10/2023 8:25:19 AM |
No action for E911 on this submittal. Thank you. Justin |
2/10/2023 8:25:19 AM | |
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EPC Parks Department
2/9/2023 3:59:48 PM |
See administrative Parks comments attached. | 2/9/2023 3:59:48 PM |
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Colorado Springs Utilities, Dev, Svc.(includes water resources)
2/9/2023 3:19:18 PM |
Call 719-668-4985 if you have any additional inquiries concerning the gas and electric services & design provided by CSU. | 2/9/2023 3:19:18 PM | |
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Colorado Springs Public Works
2/9/2023 2:14:20 PM |
Traffic Engineering has no comments on this item. Brian Shevock Public Works/Traffic Engineering Traffic Engineer City of Colorado Springs brian.shevock@coloradosprings.gov (719) 385-7620 |
2/9/2023 2:14:20 PM | |
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Woodmen Hills Metro
2/9/2023 10:21:38 AM |
Woodmen Hills Metropolitan District has no comments at this time but respectfully reserves the right to comment on any future submittals. | 2/9/2023 10:21:38 AM | |
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EPC Environmental Services
2/7/2023 1:03:59 PM |
2/7/2023 1:03:59 PM | |
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Colorado Springs Public Works
2/7/2023 10:57:59 AM |
Engineering Development Review Division has no comments on this item. Patrick V. Morris Civil Engineer II Public Works/Engineering Development Review City of Colorado Springs Phone: 719-385-5075 Patrick.morris@coloradosprings.gov |
2/7/2023 10:57:59 AM | |
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Falcon Fire Protection District
2/6/2023 1:31:08 PM |
Falcon Fire is not opposed to this request. | 2/6/2023 1:31:08 PM | |
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Bent Grass Metro
2/6/2023 1:23:17 PM |
This proposed project is located within the Bent Grass Metropolitan District boundaries. The District assess’ platting and building permit fees for new development within the District Boundaries, the District also assess’ a mill levy on property within the District Boundaries. The fees for this year are as follows: Traffic Signal Fee: Commercial - $10,000 Residential - $1,000 Platting Fees: Commercial- $5500/ACRE Residential- $5500/ACRE Building Permit Fees: Commercial- Commercial/Industrial/Other non-residential- $1.00/SQUARE FOOT Residential- Single Family- $500/UNIT Multi Family- $350/UNIT |
2/6/2023 1:23:17 PM |
EDARP