View: Project Documents
| Agency | Comment | ||
|---|---|---|---|
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Colorado Division of Water Resources
3/14/2024 4:36:58 PM |
See attached letter. | 3/14/2024 4:36:58 PM |
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County Attorney - Development Review
2/15/2024 4:25:42 PM |
1. Requested edits to Maintenance Agreement are attached. 2. Please work with the PCD review engineer to ensure that the O&M Manual has lot-specific maintenance requirements, if needed. 3. Draft covenants are needed to meet the requirements of the Maintenance Agreement and address road maintenance. |
2/15/2024 4:25:42 PM |
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County Attorney - Development Review
2/15/2024 4:14:55 PM |
The SIA provided is based on an outdated template. Attached is the current template. | 2/15/2024 4:14:55 PM |
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EPC Health Department
2/10/2024 2:29:14 PM |
2/10/2024 2:29:14 PM | |
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PCD Project Manager
2/1/2024 8:14:22 AM |
Panning has no comments. Project was previously heard by the BoCC on 4/5/2022; no further hearing action is needed at this time. Please note expiration date to record plat is 4/5/2025, as the BoCC decision included a 3-year extension to record the plat. | 2/1/2024 8:14:22 AM | |
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County Attorney - Development Review
12/1/2023 9:39:10 AM |
No further comments on detention maintenance agreement. I am prepared to sign once the documents called for in Section 8 of the agreement have been provided for review. | 12/1/2023 9:39:10 AM | |
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County Attorney - Water
11/20/2023 2:44:08 PM |
Please see attached Water Supply Review and Recommendations. | 11/20/2023 2:44:08 PM |
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County Attorney - Development Review
11/9/2023 12:51:30 PM |
No further comments to Detention Maintenance Agreement. | 11/9/2023 12:51:30 PM | |
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PCD Project Manager
11/1/2023 7:43:12 AM |
Planning Division has no comments at this time. This project will be scheduled for BoCC consideration pursuant to County Attorney's Office completion of water sufficiency review. Please fill out the PID information on the plat prior to recording. | 11/1/2023 7:43:12 AM | |
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PCD Engineering Division
10/31/2023 5:04:17 PM |
Engineering Review Ver.4 Engineering comments were resolved on the following documents: No further engineer comments. Engineer documents routed for County approval. CD-V4 FAE_V4 PLAT_V4 The Escrow Agreement, SIA, and Maintenance Agreement will need to be signed. Road Impact fees to be paid through PID. Drainage Basin and Bridge fees to be paid at time of plat recording. Escrow note has been added to the Plat_V4. Thank you. Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 https://planningdevelopment.elpasoco.com/ |
10/31/2023 5:04:17 PM | |
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Colorado Geological Survey
10/30/2023 3:32:55 PM |
CGS has no further comments. Submitted 10/30/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
10/30/2023 3:32:55 PM | |
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Colorado Division of Water Resources
10/19/2023 3:09:18 PM |
See attached letter. | 10/19/2023 3:09:18 PM |
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EPC Stormwater Review
10/19/2023 7:13:42 AM |
Review 4: EPC DPW Stormwater comments have been resolved on the following documents: - GEC Plan EPC DPW Stormwater has no further comments. Planner: no re-review necessary. Reviewed by: Glenn Reese, P.E. Stormwater Engineer III glennreese@elpasoco.com |
10/19/2023 7:13:42 AM | |
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EPC Health Department
10/13/2023 2:33:18 PM |
10/13/2023 2:33:18 PM | |
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PCD Engineering Division
9/18/2023 11:10:29 AM |
An Escrow agreement is required for the future off-site improvements of Davis Road as identified in the TIS. Please see the attached Escrow Agreement Template. A comment has also been provided on the plat regarding this escrow agreement. Please work with the County Attorney's Office for any changes or questions regarding this template. | 9/18/2023 11:10:29 AM |
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PCD Engineering Division
9/18/2023 11:13:05 AM |
Construction Drawing redlines | 9/18/2023 11:13:05 AM |
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PCD Engineering Division
9/18/2023 11:12:46 AM |
FAE redlines | 9/18/2023 11:12:46 AM |
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PCD Engineering Division
9/18/2023 11:12:30 AM |
Final Plat Redlines | 9/18/2023 11:12:30 AM |
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PCD Project Manager
9/15/2023 10:24:03 AM |
V2 - WSIS comments attached | 9/15/2023 10:24:03 AM |
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PCD Project Manager
9/15/2023 10:23:36 AM |
Review 2: PCD Planning Division comments have been provided (in green) on the following uploaded documents: - WSIS - Final Plat (to be uploaded by review Engineer) |
9/15/2023 10:23:36 AM | |
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PCD Engineering Division
9/18/2023 11:08:57 AM |
Engineering Review Ver.3 Please see engineering comments on the following documents PCD Planner to program 5 day re-review for engineering once corrections and made and V4 has been submitted. Plat Drawing -V3 FAE-V3 Construction Drawings-V3 Comments resolved on the following documents. Final Drainage Report-V3 TIS-V3 Road Impact fees to be paid through PID. Drainage Basin and Bridge fees to be paid at time of plat recording. Edward Schoenheit, Engineer I E.P.C. Dept. of Public Works 2880 International Circle Colorado Springs, CO. 80910 Office: 719.520.6813 Cell: 719.502.9659 https://planningdevelopment.elpasoco.com/ |
9/18/2023 11:08:57 AM | |
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County Attorney - Development Review
9/12/2023 3:06:30 PM |
Edits to Detention Maintenance Agreement attached. | 9/12/2023 3:06:30 PM |
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Colorado Geological Survey
9/12/2023 1:23:18 PM |
With this referral, CGS received a request to provide Review Comments (Email dated August 22, 2023); Final Plat (Cross Paths Surveying Services, Inc., July 24, 2023); Letter of Intent (Terra Nova Engineering, Inc., August 2023); and Soil, Geology, & Geologic Hazards Study (Entech Engineering, Inc., September 14, 2022). We understand the site consists of 8 single-family rural residential lots with a minimum lot size of 5 acres and will include individual well and septic systems. The site does not contain steep slopes, is located in an "Area of Minimal Flood Hazard," is not undermined, and is not exposed to any geologic hazards or unusual geotechnical constraints that would preclude the proposed rural residential use and density. As noted on page 2 of Entech’s report, geologic conditions that will impose some constraints on development and land use include areas of artificial fill, potentially seasonal shallow groundwater areas, loose or collapsible soils, hydrocompaction, and possible expansive soils. Entech’s assessment of the geologic conditions associated with this site is valid. Final Plat: The soil and geology conditions note on the final plat (Note 18) does not reference Entech’s report or the geologic hazards and constraints associated with the site. CGS recommends Note 18 of the Final Plat be updated prior to approval of the final plat. CGS agrees that “Individual lot soils studies that address both foundation and septic conditions are required prior to building permit...” Collapsible Soils: Entech states on page 9, “A consolidation of 4.7% was measured on a sample of silt in the Swell/Consolidation Test.” However, the laboratory test results of this sample were not presented in the report. CGS agrees with Entech that “removal and recompaction of the upper 2 to 4 feet with thorough moisture conditioning…will be necessary.” Submitted 9/12/2023 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
9/12/2023 1:23:18 PM | |
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EPC Stormwater Review
9/12/2023 12:23:04 PM |
GEC Plan | 9/12/2023 12:23:04 PM |
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EPC Stormwater Review
9/12/2023 12:23:43 PM |
Review 3: EPC Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - GEC Plan. EPC DPW Stormwater comments have been resolved on the following documents: - Drainage Report - GEC Checklist Please sign and resubmit the SWMP Checklist. Reviewed by: Glenn Reese, P.E. Stormwater Engineer III glennreese@elpasoco.com |
9/12/2023 12:23:43 PM | |
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911 Authority - El Paso/Teller County
9/7/2023 10:46:38 AM |
Streetnames previously approved. Peaceful Rain Way - Approved Satellite View – Approved Moonglow Heights – Approved Thank you. Justin |
9/7/2023 10:46:38 AM | |
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County Attorney - Water
9/1/2023 3:42:20 PM |
The following must be addressed prior to the County Attorney's Office before reviewing for water sufficiency. -In a letter dated August 29, 2023 the Colorado Division of Water Resources requested clarification on well nos. 74444-A, 113499, and 211298. The County Attorney's office will complete its review once conditions in the State Engineer's letter have been met, and a finding of sufficiency has been made; -Pursuant to Section 8.4.7(B)(3)(a)(b)(c) and (d) please add information to the Water Resources Report. |
9/1/2023 3:42:20 PM | |
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Colorado Division of Water Resources
8/29/2023 12:27:49 PM |
See attached letter. | 8/29/2023 12:27:49 PM |
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Colorado Division of Water Resources
4/20/2023 9:18:08 AM |
4/20/2023 9:18:08 AM | |
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EPC Stormwater Review
3/29/2023 2:09:57 PM |
GEC Checklist | 3/29/2023 2:09:57 PM |
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EPC Stormwater Review
3/29/2023 2:09:37 PM |
GEC Plan | 3/29/2023 2:09:37 PM |
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EPC Stormwater Review
3/29/2023 2:09:01 PM |
Drainage Report | 3/29/2023 2:09:01 PM |
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PCD Project Manager
3/28/2023 8:08:25 AM |
PCD Planning comments - WSIS | 3/28/2023 8:08:25 AM |
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PCD Project Manager
3/28/2023 8:08:05 AM |
PCD Planning comments - LOI | 3/28/2023 8:08:05 AM |
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PCD Project Manager
3/28/2023 8:07:48 AM |
PCD Planning and Engineering comments - final plat | 3/28/2023 8:07:48 AM |
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PCD Project Manager
3/28/2023 8:07:28 AM |
PCD Engineering comments - CDs | 3/28/2023 8:07:28 AM |
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PCD Project Manager
3/28/2023 12:49:16 PM |
PCD Engineering comments on the final Drainage report to be uploaded by EPC Stormwater | 3/28/2023 12:49:16 PM |
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PCD Project Manager
3/28/2023 8:08:54 AM |
Planning Division Review #2: has comments on the following documents provided in green: - Letter of Intent - Final Plat - Water information summary |
3/28/2023 8:08:54 AM | |
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PCD Project Manager
3/24/2023 2:34:53 PM |
Acreage calculations are not consistent throughout the documents. Some documents list 47.7 acres, some list 49.23 acres and some list 49.53 acres. Please revise to ensure accuracy amongst the documents. | 3/24/2023 2:34:53 PM | |
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PCD Project Manager
3/24/2023 2:19:55 PM |
The legal description you have provided does not match the legal description shown on the plat. | 3/24/2023 2:19:55 PM | |
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PCD Project Manager
3/24/2023 2:11:30 PM |
The closure sheet does not match the plat. The bearings, distances, and total acreage are all incorrect. | 3/24/2023 2:11:30 PM | |
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Colorado Department of Transportation - Pueblo Office
4/12/2023 1:14:56 PM |
CDOT has no comments regarding this development. | 4/12/2023 1:14:56 PM | |
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County Attorney - Development Review
3/21/2023 12:59:14 PM |
Additional edits to detention maintenance agreement attached. | 3/21/2023 12:59:14 PM |
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County Attorney - Water
3/21/2023 11:43:06 AM |
County Attorney's Office is not able to review for water sufficiency at this time. The letter from the SEO gives the opinion that the water supply is not adequate and cannot be provided without causing injury. The letter uploaded as a Water Resources Report refers to a Nov. 11, 2021 Water Resources Report, which is not found in the file. The WSIS is incomplete, as it does not identify the number of stock animals proposed to be watered and does not indicate whether new wells will be drilled and into which aquifer. Please update the WSIS, provide a Water Resources Report that meets the requirements of the Land Development Code, and address the SEO's concerns in order to obtain a favorable recommendation from them. | 3/21/2023 11:43:06 AM | |
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PCD Engineering Division
3/28/2023 8:09:36 AM |
Review Ver#2. Redline comments to the following documents will be uploaded by the Project Manager: * Drainage Report * Traffic Impact Study (Review #1 redline comments were not addressed) * Final Plat * Construction Drawings Resolved - Grading and Erosion Control Plan - Geotech Report Note to Planner: Delete the Grading & Erosion Control Plan from the document list. The design engineer has incorporated these plans within the Construction Drawings. Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
3/28/2023 8:09:36 AM | |
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Pikes Peak Regional Building Department
3/22/2023 6:15:06 AM |
1. Note 20 has a miss spelling be for the first comma. 2. Development plan comment: Provide a 100 scale copy or larger of the entire APPROVED development plan (d.p.) to this department so that addressing can be assigned. Once received, the development plan will be placed on a list to be addressed. Development plans that are not yet approved may be addressed, however additional plan review fees will accrue if changes are made to the D.P. after initial addressing. 4. Standard Final Plat comments-PLEASE READ a. Enumerations will review the mylar prior to plat for address placement, street names, and title block. b. A $10.00 per lot and tract platting fee will be due at the time of the review of the mylar, (two addresses per lot and tract). If an address is not needed on a tract then no fee applies. Check should be made out to PIKES PEAK REGIONAL BUILDING DEPARTMENT or PPRBD. Paid directly to the Enumerations Department. As of September 28th, 2022, an additional over the phone transaction fee of 2.95% of the total transaction will apply for any credit card payment. c. A copy of the final recorded plat is required prior to plan submittal for RESIDENTIAL. Amy@pprbd.org (Please email the Enumerations staff that reviewed your project). d. Mylar reviews can be reviewed via “pdf”. The mylar will be stamped by Enumerations for accuracy and returned to the applicant and the planner. All payments to be mailed to RBD via a check or credit card payment over the phone. Plats should not be recorded prior to Enumerations receiving payment. If you would like an in-person review, please make an appointment on our website, https://www.pprbd.org/Home/BookAppt Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
3/22/2023 6:15:06 AM | |
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EPC Stormwater Review
3/29/2023 2:08:26 PM |
Review 2: EPC Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - Drainage Report - GEC Plan (also see Ed's blue comments) - GEC Checklist EPC DPW Stormwater comments have been resolved on the following documents: - CDs - SWMP - SWMP Checklist Reviewed by: Glenn Reese, P.E. Stormwater Engineer III glennreese@elpasoco.com |
3/29/2023 2:08:26 PM | |
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EPC Health Department
3/19/2022 8:22:07 PM |
3/19/2022 8:22:07 PM | |
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PCD Project Manager
3/15/2022 7:50:37 AM |
Please see redline comments on GEC Plan | 3/15/2022 7:50:37 AM |
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Colorado Department of Transportation - Pueblo Office
3/7/2022 2:19:45 PM |
3/7/2022 2:19:45 PM | |
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PCD Project Manager
3/1/2022 7:49:41 AM |
Please see redline comments on Water Supply Summary | 3/1/2022 7:49:41 AM |
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PCD Project Manager
3/1/2022 7:49:15 AM |
Please see redline comments on Water Resources Report | 3/1/2022 7:49:15 AM |
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PCD Project Manager
3/1/2022 7:48:31 AM |
Please see redline comments on Vicinity Map | 3/1/2022 7:48:31 AM |
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PCD Project Manager
3/1/2022 7:48:08 AM |
Please see redline comments on TIS | 3/1/2022 7:48:08 AM |
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PCD Project Manager
3/1/2022 7:47:43 AM |
Please see redline comments on Soils Report | 3/1/2022 7:47:43 AM |
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PCD Project Manager
3/1/2022 7:47:20 AM |
Please see redline comments on SIA | 3/1/2022 7:47:20 AM |
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PCD Project Manager
3/1/2022 7:46:50 AM |
Please see redline comments on LOI | 3/1/2022 7:46:50 AM |
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PCD Project Manager
3/1/2022 7:46:28 AM |
Please see redline comments on Final Plat | 3/1/2022 7:46:28 AM |
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PCD Project Manager
3/1/2022 7:46:07 AM |
Please see redline comments on FDR | 3/1/2022 7:46:07 AM |
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PCD Project Manager
3/1/2022 7:45:32 AM |
Please see redline comments on FAE | 3/1/2022 7:45:32 AM |
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PCD Project Manager
3/1/2022 7:45:12 AM |
Please see redline comments on CDs | 3/1/2022 7:45:12 AM |
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EPC Stormwater Review
2/28/2022 8:59:55 PM |
SWMP | 2/28/2022 8:59:55 PM |
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EPC Stormwater Review
2/28/2022 8:59:33 PM |
SWMP Checklist | 2/28/2022 8:59:33 PM |
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EPC Stormwater Review
2/28/2022 8:59:14 PM |
GEC Checklist | 2/28/2022 8:59:14 PM |
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EPC Stormwater Review
2/28/2022 8:58:46 PM |
Review 1: EPC Stormwater comments have been provided (in orange text boxes) on the following uploaded documents: - CD.........................(to be uploaded by PM with PCD comments) - Drainage Report...(to be uploaded by PM with PCD comments) - GEC Plan...............(to be uploaded by PM with PCD comments) - GEC Checklist - SWMP - SWMP Checklist Please uploaded a completed ESQCP Application Form. Reviewed by: Glenn Reese, P.E. Stormwater Engineer II glennreese@elpasoco.com |
2/28/2022 8:58:46 PM | |
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Upper Black Squirrel Creek GWMD
2/28/2022 2:16:20 PM |
2/28/2022 2:16:20 PM | |
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Colorado Division of Water Resources
2/25/2022 8:43:44 AM |
2/25/2022 8:43:44 AM | |
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PCD Project Manager
2/23/2022 4:36:01 PM |
Item to be scheduled for next available Board of County Commissioner Date | 2/23/2022 4:36:01 PM | |
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Falcon Fire Protection District
2/17/2022 12:56:17 PM |
2/17/2022 12:56:17 PM | |
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Colorado Geological Survey
2/16/2022 1:26:19 PM |
With this referral, CGS received a request to provide Review Comments (Email dated January 18, 2022); Final Plat (United Planning & Engineering, February 6, 2008); Letter of Intent (Terra Nova Engineering, Inc., June 2021); and Soil, Geology and Wastewater Study (Entech Engineering, Inc., July 22, 2005). We understand that the site consists of 8 single-family residential lots with a minimum lot size of 5 acres, including individual well and septic systems. The site does not contain steep slopes, is located in an “Area of Minimal Flood Hazard,” is not undermined, and is not exposed to any geologic hazards or unusual geotechnical constraints that would preclude the proposed residential use and density. As noted on page 3 of Entech’s report, geologic conditions that will impose some constraints on development and land use include areas of artificial fill, potentially seasonal shallow groundwater areas, loose or collapsible soils, hydrocompaction, and possible expansive soils. CGS recommends the County require the applicant to add a plat note listing these geologic hazards/constraints. We offer the following comments. 1. Wetlands/drainage retention areas: Two wetlands (Freshwater Emergent) and drainage retention areas are located within the site. As noted in Entech’s report (page 8), “These areas appear to be associated with older blowout features and surrounded by older sand dune ridges.” According to the Final Plat, these areas are designated as “No Build Area”. Setbacks from the mapped wetlands and drainage easements should be noted on the plans. 2. Existing structures/elements: As noted in the Letter of Intent (page 1), “The site does not currently have any significant structures as they were burned down in a fire since the initial approval.” Any existing or remaining structure or outbuilding (including foundations, utilities, septic systems components) should be removed, disposed of, and properly backfilled. 3. Geology: The site is mapped as underlain by eolian (wind-deposited) sand and silt. Eolian soils tend to be loose, fine-grained, low density, and hydrocompactive, meaning they can lose strength, settle, compress, or collapse under a structural load and/or when water infiltrates the soils. The soils are underlain by sandstone and claystone of the Dawson Formation at an unknown depth. If claystone layers capable of producing high swell pressures are present within a few feet of foundation-bearing elevations, they can cause structural damage if not properly characterized and mitigated. 4. Soil engineering properties and foundation design: The subsurface conditions are based on the results of three profile holes drilled to depths of 10 feet and used to evaluate suitability for the proposed development and individual sewage system feasibility. CGS agrees with Entech (page 8) that “Specific recommendations should be made after additional investigation of each building site.” Lot-specific geotechnical investigation, analysis, and, if necessary, mitigation recommendations should be submitted at building permit application. This recommendation should be noted on the plat. Lot-specific geotechnical investigations should be performed to: • Determine the thickness and extent to which the soils beneath each proposed structure are subject to collapse under loading and/or wetting; • Characterize soil and bedrock engineering properties such as density, strength, water content, swell/consolidation potential, percolation rates (used for septic design), and bearing capacity; • Determine depths to groundwater, bedrock, and any impermeable layers that might lead to the development of a perched water condition; • Verify the feasibility of full-depth basements, if planned; • Provide earthwork, foundation, floor system, and surface and subsurface drainage recommendations for design purposes. Appropriate surface and subsurface drainage mitigation is critical for minimizing differential foundation movement. Submitted 2/16/2022 by Amy Crandall, Engineering Geologist, Colorado Geological Survey (303-384-2632 or acrandall@mines.edu) |
2/16/2022 1:26:19 PM | |
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Pikes Peak Regional Building Department
2/15/2022 12:55:55 PM |
1. The main address listed in the El Paso County Assessor’s database is 14655-14895 Davis Road. This address will no longer be used with the plat. 2. Standard Final Plat Comment: a. Enumerations will review the mylar prior to plat for address placement, street names, and title block. b. A $10.00 per lot and tract platting fee will be due at the time of the review of the mylar, (two addresses per lot and tract). If an address is not needed on a tract then no fee applies. Check should be made out to PIKES PEAK REGIONAL BUILDING DEPARTMENT or PPRBD. Paid directly to the Enumerations Department. An additional over the phone transaction fee of $3.50 will apply for any credit card payment. Since this area was not platted prior and Enumerations did not start collecting fees for plats until January 2008, platting fees will be due for this plat. c. A copy of the final recorded plat is required prior to plan submittal for RESIDENTIAL. A copy of the final recorded plat is required prior to approval in the Enumerations department on any COMMERCIAL plan submittal. Amy@pprbd.org; Brent@pprbd.org; or BeckyA@pprbd.org (Please email the Enumerations staff that reviewed your project). All mylar reviews will be reviewed via “pdf”. The mylar will be stamped by Enumerations for accuracy and returned to the applicant and the planner. All payments to be mailed to RBD via a check or credit card payment over the phone. Plats should not be recorded prior to Enumerations receiving payment. If you would like an in person review, you will have to make an appointment on our website. 3. Why is the street name changing from Lois Lane Way to Moonglow Heights? Shouldn’t this be a single name since this is a logical continuation? 4. Since note 2 on the plat states “No direct access will be allowed to Curtis Road & Davis Road, All Lots will access from interior roads, there shall be no vehicle access from any residential lot in this subdivision to Davis Road and/or Curtis Road”. Additionally note 16 states lots 5 & 6 will share the northern access and lots 4,7 and 8 will share the southern access. Where is the northern access to lot 6 if access from Davis is not allowed? Place addressing markers where the lots are intended to access, (xxx). Amy Vanderbeek Enumerations Plans Examiner Pikes Peak Regional Building Department O: 719-327-2930 E: Amy@pprbd.org |
2/15/2022 12:55:55 PM | |
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Mountain View Electric Association, Inc.
2/14/2022 11:26:11 AM |
Mountain View Electric Association requests a ten (10) foot front, side, and REAR lot utility easement and all tracts, along with a twenty (20) foot exterior utility easement on the plat. | 2/14/2022 11:26:11 AM | |
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Colorado Parks and Wildlife
2/10/2022 5:15:22 PM |
2/10/2022 5:15:22 PM | |
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PCD Engineering Division
2/14/2022 10:08:16 AM |
Review #1. Redline comments to the following documents will be uploaded by the Project Manager: - Drainage Report - Traffic Impact Study - Final Plat - Geotech Report - Construction Drawings - Grading and Erosion Control Plan Reviewed by: Gilbert LaForce, PE gilbertlaforce@elpasoco.com |
2/14/2022 10:08:16 AM | |
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County Attorney - Development Review
2/8/2022 1:01:47 PM |
1. Proposed changes to Detention Maintenance Agreement attached. 2. SIA will be reviewed once completed by the developer. |
2/8/2022 1:01:47 PM |
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911 Authority - El Paso/Teller County
1/28/2022 11:01:26 AM |
Peaceful Rain Way – Previously reserved, suffix should be adjusted (Street or Drive). Satellite View – Previously reserved Moonglow Heights – Previously reserved Lois Lane Way – Not acceptable - Lois Lane already exists - Two suffixes not allowed. For assistance with streetnaming (Existing roads, Reserved roads, Criteria) please visit the following link: http://elpasoteller911.org/191/Street-Name-Database Thank you Justin |
1/28/2022 11:01:26 AM | |
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Parks Advisory Board
1/26/2022 8:38:31 AM |
See administrative Parks review attached. Greg |
1/26/2022 8:38:31 AM |
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EPC Parks Department
1/26/2022 8:35:54 AM |
See administrative Parks review attached. Greg |
1/26/2022 8:35:54 AM |
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EPC Environmental Services
1/21/2022 10:45:58 AM |
1/21/2022 10:45:58 AM | |
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El Paso County Conservation Dist
1/19/2022 11:07:22 AM |
1/19/2022 11:07:22 AM | |
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El Paso County Conservation Dist
1/19/2022 11:06:12 AM |
1/19/2022 11:06:12 AM | |
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Colorado State Forest Service
1/19/2022 8:15:41 AM |
The primary wildland fuel type for this proposal is grassland with scattered trees having a low wildfire hazard potential. No special fire mitigation plans or other actions are necessary for final approval by the Colorado State Forest Service. | 1/19/2022 8:15:41 AM | |
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County Attorney - Water
1/18/2022 9:47:39 AM |
County Attorney's Office will provide review of water sufficiency following receipt of findings from Colorado Division of Water Resources. Thank you. | 1/18/2022 9:47:39 AM |
EDARP