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Home My WebLink About20211641 Ver 2_Derita Eng 4345 Form Supplemental Information_20220930301 McCullough Drive, Suite 400 Charlotte, North Carolina 28262 Office: 704.841.2841 Fax: 704.841.2447 Email: info@habitatassessment.com www.habitatassessment.com HABITAT ASSESSMENT & RESTORATION PROFESSIONALS ENG FORM 4345 SUPPLEMENTAL INFORMATION Derita Branch Sanitary Sewer Improvements Project 18. Nature of Activity A Woman -Owned Small Business NCDOT DBE/WBE #49220 Established in 19951 The overall purpose of the project is to replace and upsize the existing Derita Branch sewer line. The main line will be upsized from 8", 12" and 15" lines to 18", 24" and 30" lines. The new lines will be made of DIP and C-900 DR25 PVC pipes. The line will be installed by open -cut and by boring. The line is approximately 18,000 feet long, has 5- and 6-foot diameter manholes, and will have a six -foot -wide trench. The sewer line will be dug in place. Existing aerial sewers and piers will be removed and the new larger pipe will be laid through wetlands and under Derita Branch and its unnamed tributaries to the creek. There will no longer be exposed pipe and piers at the creek crossings. This will reduce the risk of pipe failure from wash outs and sanitary sewer spills. No structures will be constructed on fill piles or platforms. It is estimated that approximately 3,900 cubic yards of bedding stone will be used around the sewer pipe in the wetlands. This is in order to support and stabilize the pipe. The remaining portion of the ditch will be filled using native soil that was dug from the ditch. The top 12 inches of the wetland topsoil will be removed, stockpiled and replaced. The wetlands will be reseeded with wildlife friendly, native species. In order to match the preconstruction contours, the excess soil displaced by the pipe and bedding stone will be hauled off. In the wetlands, it is estimated that approximately: Total trench volume = 84,300 CY Topsoil to be removed, stockpiled and replaced = 1,185 CY Bedding stone = 3,901 CY Pipe will displace approximately 1,007 CY Dirt fill in addition to topsoil = 78,207 CY Approximately 4,908 CY of soil will need to be hauled off 19. Project Purpose The overall need is to replace aged and failing infrastructure since the existing sewer is under capacity. It also has high levels of infiltration and inflow. The existing sewer was built in the 1960's and 1970's and the manholes leak groundwater. The creek has meandered and is putting the sewer pipe at risk of being exposed and falling into the creek. Construction is projected to begin in early spring 2023, and the project will take approximately 18 months to complete. STREAM AND WETLAND DELINEATION AND RESTORATION - RESTORATION PLANTING - RAIN GARDEN, POND, AND WATER QUALITY BMP INSPECTION AND MAINTENANCE - MITIGATION MONITORING - INVASIVE SPECIES MANAGEMENT - 404/401 WATER QUALITY PERMITTING THREATENED AND ENDANGERED SPECIES SURVEYS - SITE INSPECTION - NC, SC, & VA LICENSED GROUND PESTICIDE APPLICATORS SEDIMENT AND EROSION CONTROL DEVICE INSPECTION - SUPPLIER OF NATIVE TREES, SHRUBS, AND PLANTS - NORTH CAROLINA LICENSED HIGHWAY CONTRACTOR - NC LICENSED LANDSCAPE CONTRACTOR -A WOMAN OWNED SMALL BUSINESS - NCDOT WBE #49220 CELEBRATING A PROUD HISTORY OF ENVIRONMENTAL EXCELLENCE! 20. Reason(s) for Discharge The backfilling of the sewer trench was described in detail for question 18. Nature of Activity. Clayey soil and rock will be excavated, removed from the trench and hauled off -site. It is estimated that approximately 3,900 cubic yards of bedding stone will be used around the sewer pipe in the wetlands. This is in order to support and stabilize the pipe. The remaining portion of the ditch will be filled using native soil that was dug from the ditch. The top 12 inches of the wetland topsoil will be removed, stockpiled and replaced. In order to match the pre -construction contours, the excess soil displaced by the pipe and bedding stone will be hauled off. The original contours will be restored. Erosion control devices will be used per state requirements. We do not anticipate any basins to be constructed. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards. Clayey soil and rock will be removed and hauled off -site. The new sewer trench will have stone bedding and native soil backfill as described in question 18. The top 12 inches of the wetland topsoil will be removed, stockpiled, and replaced. The wetlands will be seeded with wildlife friendly, native species. In the wetlands, it is estimated that approximately: Total trench volume = 84,300 CY Topsoil to be removed, stockpiled and replaced = 1,185 CY Bedding stone = 3,901 CY Pipe will displace approximately 1,007 CY Dirt fill in addition to topsoil = 78,207 CY Approximately 4,908 CY of soil will need to be hauled off 22. Surface Area in Acres of Wetlands or Other Waters Filled In all wetland areas the contractor will clear the trees within the permanent and temporary easements and install erosion control measures. The contractor will bring in pipe, manholes and bedding stone, excavate the soil with a backhoe, and place the new pipe and manholes. Excess materials will be removed from the site and the wetlands will be restored to their original contours. The area within the temporary easement will self -restore over time and will not need to be maintained. Erosion control devices will be removed once ground cover is established. This will occur in all wetland locations on the project. 23. Description of Avoidance, Minimization, and Compensation The existing sewer crosses Derita Creek and unnamed tributaries many times. The new alignment will cross the stream fewer times and will reduce operational impacts to the stream. Existing aerial lines will be buried below the creek bottom. The alignment was selected to avoid streams and ponds as much as possible and to follow the general drainage basin of the existing sewer. STREAM AND WETLAND DELINEATION AND RESTORATION - RESTORATION PLANTING - RAIN GARDEN, POND, AND WATER QUALITY BMP INSPECTION AND MAINTENANCE - MITIGATION MONITORING - INVASIVE SPECIES MANAGEMENT - 404/401 WATER QUALITY PERMITTING THREATENED AND ENDANGERED SPECIES SURVEYS - SITE INSPECTION - NC, SC, & VA LICENSED GROUND PESTICIDE APPLICATORS SEDIMENT AND EROSION CONTROL DEVICE INSPECTION - SUPPLIER OF NATIVE TREES, SHRUBS, AND PLANTS - NORTH CAROLINA LICENSED HIGHWAY CONTRACTOR - NC LICENSED LANDSCAPE CONTRACTOR -A WOMAN OWNED SMALL BUSINESS - NCDOT WBE #49220 CELEBRATING A PROUD HISTORY OF ENVIRONMENTAL EXCELLENCE! Mitigation will be provided through the purchase of credits from the Charlotte -Mecklenburg Storm Water Services Umbrella Stream and Wetland Mitigation Bank. Additional on -site mitigation will be performed to recreate the emergent wetlands that were previously impacted by sewer line installation and restoring forested wetlands to the portions of the former sewer right-of-way that are to be abandoned. The purchase of wetland credits and conducting on -site mitigation is being performed to avoid Individual Permitting and qualify for a Nationwide Permit #58. 24. Provide any background on any part of the proposed project already completed. Describe the area already developed, structures completed, any dredged or fill material already discharged, the type of material, volume in cubic yards, acres filled, if a wetland or other waterbody (in acres or square feet). If the work was done under an existing Corps permit, identity the authorization, if possible. The Phase 1 portion of the project has been permitted (SAW-2021-02426). The Phase I Derita Branch Tributary Sanitary Sewer Improvements Project corridor alignment starts from the existing sanitary sewer located in a grassed area next to Little Sugar Creek and north of Cullman Avenue, within a contaminated industrial site. The corridor extends to the east, parallel to Little Sugar Creek and crosses perpendicular under Little Sugar Creek and into a forested upland. A branch line of the sewer crosses Derita Branch to tie to the existing sewer. The sewer corridor then extends between Derita Branch and existing development to North Tryon Street. The Phase 2 portion of the project extends north from the Phase 1 portion of the project. 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody 11 Mecklenburg County ABC Board 3333 N Tryon St Charlotte NC 28206 12 Linda Hudson, trustee of the Ann Harper Youree trust 200 Atando Ave Charlotte NC 28206 13 Deborah Welch & Kelly Melazzo Frew Rd Charlotte NC 28206 14 Cathy M Welch 3311 Frew Rd Charlotte NC 28206 15 TPM Properties LP Eugene Rodney Orr 3816 Mooreland Farms Rd Charlotte NC 28226 16 Frew Road Greenway LLC PO Box 11936 Charlotte NC 28220 17 Ground Thunder Properties LLC PO Bos 791096 Charlotte NC 28206 18 Phillip Teller & Amy Li Matlock 510 Johnson Rd Charlotte NC 28206 19 Mecklenburg County 600 E 4" St 11" Floor Charlotte NC 28202 20 Hornet Properties LLC 5154 Kodiak Ct Charlotte NC 28215 21 Mecklenburg County 600 E 4" St 11" Floor Charlotte NC 28202 22 Budd Investment Properties 2325 S Stratford Rd Winston Salem NC 271013 23 Mecklenburg County 600 E 4'h St Charlotte NC 28202 24 BKT Enterprises LP 420 Devega Dr Lexington SC 29073 25 Mecklenburg County C/O Real estate/Finance Dept 600 E 4" St 11" Floor Charlotte NC 28202 STREAM AND WETLAND DELINEATION AND RESTORATION - RESTORATION PLANTING - RAIN GARDEN, POND, AND WATER QUALITY BMP INSPECTION AND MAINTENANCE - MITIGATION MONITORING - INVASIVE SPECIES MANAGEMENT - 404/401 WATER QUALITY PERMITTING THREATENED AND ENDANGERED SPECIES SURVEYS - SITE INSPECTION - NC, SC, & VA LICENSED GROUND PESTICIDE APPLICATORS SEDIMENT AND EROSION CONTROL DEVICE INSPECTION - SUPPLIER OF NATIVE TREES, SHRUBS, AND PLANTS - NORTH CAROLINA LICENSED HIGHWAY CONTRACTOR - NC LICENSED LANDSCAPE CONTRACTOR -A WOMAN OWNED SMALL BUSINESS - NCDOT WBE #49220 CELEBRATING A PROUD HISTORY OF ENVIRONMENTAL EXCELLENCE! 26 Mecklenburg County C/O Real estate/Finance Dept 600 E 4th St 11th Floor Charlotte NC 28202 27 Ermer Real Estate Holdings LLC 4143 Merlane Dr Charlotte NC 28206 28 KT Tradings LLC 9222 Monroe Rd Charlotte NC 28270 29 Wesley Nathan Fox & Audrey G Fox 4000 Wilson Ln Charlotte NC 28206 30 F9 Properties, LLC P/K/A Ano LLC 4840 Reagan Dr Charlotte NC 28206 31 Pinnacle Towers Inc C/O PMB 353 4017 Washington Rd McMurray PA 15317 32 Ameritruck Real Estate Holdings LLC 4725 N 1-85 Service Rd Charlotte NC 28269 33 Cannon Ave — Charlotte LP 24151 Ventura Blvd Ste 150 Cakabasas CA 91302 34 Tforce Freight Inc F/K/A Overnite Transportation Co Inc 5200 Graham St Charlotte NC 28203 35 Ameron Property Management LLC PO Box 480700 Charlotte NC 28269 36 Grant F Harris, Executor for the Estate of Peggy P. Harris 5146 Princess St Charlotte NC 28206 37 Michael P Williams 5142 Princess St Charlotte NC 28269 38 Caralee Brenna Murphy & Everett Murphy 5209 Princess St Charlotte NC 28269 39 City of Charlotte 600 East 4th St Charlotte NC 28202 40 Lifespan, Inc. F/K/A St. Marks Center, Inc. 1801 Oak St Charlotte NC 28206 41 H C Smith PO Box 775 Wadesboro NC 28170 42 Greg Adam Fishman 5411 Dutchess St Charlotte NC 28269 43 Louis G. Ratcliffe Inc F//K/A Sugaw Corners, LLC N. Graham St Charlotte NC 28206 44 Zippy Land Holdings LLC 5701 N Graham St Charlotte NC 28269 54 Emmanuel Loaeza Diaz & Karina Lizbeth Sifuentes Garcia 824 W Craighead Rd Charlotte NC 28206 53 IZMIR, LLC 3101 N. Tryon St Charlotte, NC 28206 56 Greenhouse Corners, LLC 5630 N. Graham St. Charlotte, NC 28269 STREAM AND WETLAND DELINEATION AND RESTORATION - RESTORATION PLANTING - RAIN GARDEN, POND, AND WATER QUALITY BMP INSPECTION AND MAINTENANCE - MITIGATION MONITORING - INVASIVE SPECIES MANAGEMENT - 404/401 WATER QUALITY PERMITTING THREATENED AND ENDANGERED SPECIES SURVEYS - SITE INSPECTION - NC, SC, & VA LICENSED GROUND PESTICIDE APPLICATORS SEDIMENT AND EROSION CONTROL DEVICE INSPECTION - SUPPLIER OF NATIVE TREES, SHRUBS, AND PLANTS - NORTH CAROLINA LICENSED HIGHWAY CONTRACTOR - NC LICENSED LANDSCAPE CONTRACTOR -A WOMAN OWNED SMALL BUSINESS - NCDOT WBE #49220 CELEBRATING A PROUD HISTORY OF ENVIRONMENTAL EXCELLENCE!