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20201374 Ver 1_ePCN Application_20210429
DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form April 4, 2021 Ver 4 Has this project met the requirements for acceptance in to the review process?* 6 Yes ✓ No Is this project a public transportation project?* CYes( No Change Only if needed. BIMS # Assigned* 20201374 Is a payment required for this project?* ✓ No payment required ✓ Fee received 6 Fee needed - send electronic notification Reviewing Office * Winston-Salem Regional Office - (336) 776- 9800 Version#* 1 What amout is owed?* r $240.00 6 $570.00 Select Project Reviewer* Sue Homewood:eads\slhomewood Information for Initial Review la. Name of project: 704 & 706 South Second Street la. Who is the Primary Contact? * Dana A. Lutheran 1b. Primary Contact Email:* dlutheran@segi.us Date Submitted 4/29/2021 Nearest Body of Water Carolina Beach Lake Basin Cape Fear Water Classification SC Site Coordinates Latitude: 34.02759 Longitude: 77.89669 lc. Primary Contact Phone:* (910)228-1841 A. Processing Information County (or Counties) where the project is located: New Hanover Is this a NCDMS Project ✓ Yes ('No Is this project a public transportation project?* ✓ Yes ('No Pre -Filing Meeting Information Is this a courtesy copy notification?* ✓ Yes 0*No ID# 20201374 Version 1 Pre -fling Meeting or Request Date 10/4/2020 Attach documentation of Pre -Filing Meeting Request here: Click the upload button or drag and drop files here to attach document DWR Pre -Filing Meeting Request Form.pdf Fie type mast be FCF la. Type(s) of approval sought from the Corps: f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act) I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* ✓ Yes 6 No 1b. What type(s) of permit(s) do you wish to seek authorization? I— Nationwide Permit (NWP) I— Regional General Permit (RGP) 17 Standard (IP) lc. Has the NWP or GP number been verified by the Corps? 6 Yes r No Are you a federal applicant?* ✓ Yes t:' No If yes, please provide a statement concerning compliance with the Coastal Zone Management Act.* CZMA concurrence, if necessary, will be being sought concurrently with this application. Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): ld. Type(s) of approval sought from the DWR: I— 401 Water Quality Certification - Regular I— Non-404 Jurisdictional General Permit I7 Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: If. Is this an after -the -fact permit application?* ✓ Yes 6 No 51.14KB I— 401 Water Quality Certification - Express r Riparian Buffer Authorization lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes (RNo lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes rNo Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? 6 Yes r No 1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ✓ Yes G No r Unknown 1j. Is the project located in a designated trout watershed? ✓ Yes f No B. Applicant Information Id. Who is applying for the permit? I7 Owner I— Applicant (other than owner) ✓ Yes s No ✓ Yes s No le. Is there an Agent/Consultant for this project?* 6 Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Jason Wade 2b. Deed book and page no.: 6183 2939 2c. Contact Person: NA 2d.Address Street Address 206 Greenville Ave. Address Line 2 atY Carolina Beach Fbstal / Zip Code 28428 2e. Telephone Number: (919)451-0974 2g. Email Address:* jason.wade@yahoo.com 4. Agent/Consultant (if applicable) 4a. Name: Dana A. Lutheran 4b. Business Name: Southern Environmental Group, Inc. (SEGi) 4c.Address Street Address 5315 South College Road Address Line 2 Suite E Wilmington Fbstal / Zip Code 28412 4d. Telephone Number: (910)228-1841 4f. Email Address:* dlutheran@segi.us Agent Authorization Letter* IP Ap Pg 1.pdf State / Bovine / FOgion NC Country US 2f. Fax Number: State / Bovine / Region NC Country US 4e. Fax Number: 224.04KB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (if appropriate) NA lc. Nearest municipality/ town: Carolina Beach 2. Project Identification 2a. Property Identification Number: R09010-022-006-000 & R09010-022-015- 000 2c. Project Address 2b. Property size: 0.37 Street Address 704 & 706 South Second Street Address Line 2 aty State / Province / legion Carolina Beach NC Postal / Zip Code Country 28428 us 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Carolina Beach Lake 3b. Water Resources Classification of nearest receiving water:* SC 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12-digit HUC in which the project is located. 030300050704 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The project limits consist of the northern portion of the Town of Carolina Beach's South Second Street right -of -ray (ROW), which extends south, off of Lake Drive, and 2 - 125' x 50' lots, positioned west of the ROW (see Parcel Information attached). The entire project limit meets the definition of a wetland, specifically a freshwater marsh. This portion of the wetland complex is solely comprised of Phragmites australis. Undeveloped lots border the project area. The abutting lots also appear to meet wetland criteria and comprised mostly of Phragmites australis. Residential is the general land use, in the vicinity of the project. The property is zoned residential. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* ✓ Yes r' No r Unknown 4b(2). Is Any Portion of the Work Already Complete? * ✓ Yes r No If yes, describe the completed work. No work has been completed, to date. 4c. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. not related to the 404 or 401. No 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) 704, 706 S. 2nd Ave. LiDAR Map 041420 pdf 711 75KB 704, 706 S. 2nd Ave. Topo Map 041420.pdf 961.08KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) 704, 706 S. 2nd Ave. Soils Map 041420.pdf 247.43KB 4f. List the total estimated acreage of all existing wetlands on the property: 0.37 4g. List the total estimated linear feet of all existing streams on the property: 0 4h. Explain the purpose of the proposed project:* The purpose of this project is construct two (2) residential duplexes, with access road, driveways and maintenance corridors, to meet local market demand. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The work will entail installing silt fence, around the project limits, and a construction entrance; removing vegetation, rootmat and unsuitable soils from within the project area, which will be replaced with approximately 1719 cubic yards of clean earthen soil. Next the 112' gravel access road and 2 - 20' x 48" culverts will be installed, after which the 2 - 3,290 SF structures will be built. Once construction has been completed, the disturbed areas will be final graded and stabilize with sod. Large machinery, such as backhoes, dump trucks and front end loaders will be used to complete the earth work. Gravel will be used as the surface material, on the access road and driveways. To facilitate the construction, 0.36-acre (15,475 square feet) of Section 404 wetlands will be permanently impacted. 4j. Please upload project drawings for the proposed project. 704 South Second Street Individual Permit Impact Map.pdf 1.18MB 4k. Will this activity involve dredging in wetlands or waters?* ✓ Yes r' No If yes, Describe the type of dredging, the composition of the dredged material and the location of disposal area. Excavation below normal high water or normal water level is not proposed. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* ✓ Yes F No r Unknown Comments: A Pre-Ap meeting was held with Ms. Rachel Capito and an action Id was assigned. 5b. If the Corps made a jurisdictional determination, what type of determination was made? * r Preliminary r Approved 6 Not Verified t' Unknown r N/A Corps AID Number: SAW-2019-00608 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 5d1. Jurisdictional determination upload PJD Form.pdf DP-1 Wet.pdf JD Request Form.pdf 6. Future Project Plans David M. Scibetta SEGi 6a. Is this a phased project?* C Yes O No 94.23KB 398.01 KB 180.35KB Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? Previous permits have not been issued for this project and future impacts to wetlands are not necessary to make the project viable. 7. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list) See attached. 7. Adjoining Addresses File Upload Click the upload button or drag and drop files here to attach docurrent pdf only 8. Scheduling of Activity: Work is anticipated to start upon receipt of the USACE's Standard Permit and the DWR's Major Water Quality Certification. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): rJ Wetlands r Open Waters 2. Wetland Impacts r- Streams -tributaries r Pond Construction ❑ Buffers 2a. Site #*(?) 1 2a1 Reason (?) Access and lot fill 2b. Impact type * (?) P 2c. Type of W.* Non -Tidal Freshwater Marsh 2d. W. name* 1 2e. Forested* No 2f. Type of Jurisdicition * (?) Corps 2g. Impact area 0.360 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.360 2h.Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Approximately 1719 CY of clean earthen soil will be placed within 0.36-acre of wetlands. 2i. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 2g. Total Permanent Wetland Impact 0.360 la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Please see attached Avoidance and Minimization Analysis. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Please see attached Avoidance and Minimization Analysis. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ✓ Yes rNo 2c. If yes, mitigation is required by (check all that apply): IJ DWR fJ Corps 2d. If yes, which mitigation option(s) will be used for this project? 17 Mitigation bank r Payment to in -lieu fee IJ Permittee Responsible program Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Lower Cape Fear Umbrella Mitigation Bank 3b. Credits Purchased/Requested (attach receipt and letter) Type: Riparian wetland Quantity: 1.10 Attach Receipt and/or letter Credit Reservation_706 South Second St, CB_SEGI.pdf 134.16KB 3c. Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan including mitigation credits generated. The Applicant intends to purchase lots that are located within the same wetland complex, which is demonstrably threatened by development, at a 3:1 mitigation to impact ratio. The Applicant has already began to reach out to property owners, to discuss the potential to acquire their lots. 5b. Mitigation Plan Upload 6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information. ✓ Yes (No F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ✓ Yes (No If no, explain why: The project is not located within one of North Carolina's Riparian Buffer River Basins. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* ✓ Yes ( No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? ✓ Yes (7 No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? ✓ Yes r No ( N/A - project disturbs < 1 acre Comments: Stormwater review will be undertaken by the Town of Carolina Beach. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* ✓ Yes ( No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* ✓ Yes C.' No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* ✓ Yes ( No 3b. If you answered "no," provide a short narrative description. The project will not provide access to property that is currently inaccessible. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r No r N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Town of Carolina Beach 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* ✓ Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* ✓ Yes ( No 5d. Is another Federal agency involved?* ✓ Yes 5e. Is this a DOT project located within Division's 1-8? ✓ Yes r No r No r Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? ✓ Yes r No 5g. Does this project involve bridge maintenance or removal? ✓ Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* ✓ Yes r No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? ✓ Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The project does not contain woody vegetation and is located in a densely developed area. Consultation Documentation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* ✓ Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The project is not located near a water body that would support EFH. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* ✓ Yes ( No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* SEGi reviewed the Online SHPO GIS database (http://gis.ncdcr.gov/hpoweb/). During the database review, SEGi did not identify recorded historical sites, on the subject site. The database review did not identify recorded historical sites on the subject site. The database review did not identify other Indian religious sites, historic structures or historic places located within the project property. Based on observations made in the field and the review of the Online SHPO GIS, SEGi did not identify significant architectural or archaeological resources on the subject site or in the surrounding vicinity, therefore, the project is not anticipated to have an adverse effect on cultural resources. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* (Yes CNo 8b. If yes, explain how project meets FEMA requirements: The proposed project will not require increasing the elevation more than 24" and the structures will be pile supported, with the heated space at least 2' above base flood elevation. 8c. What source(s) did you use to make the floodplain determination?* New Hanover County Flood Map. Miscellaneous Comments Miscellaneous attachments not previously requested. 704 2nd Street Avoidance and Minimization Analysis.pdf Deed.pdf 706 Parcel Data.pdf 704 Parcel Data.pdf 706 Parcel Map.pdf 704 Parcel Map.pdf 704, 706 S. 2nd Ave. Vicinity Map 041420.pdf 5.34MB 147.07KB 33.49KB 34.18KB 517.04KB 516.72KB 413.77KB Signature * 17 By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Dana A. Lutheran Signature KJa-ea, eFet rota , Date 4/29/2021 Book 6183 Page 2939 BK: RB 6183 PG: 2939 - 2942 NC FEE $26.00 2018036949 RECORDED: 12/11/2018 NEW HANOVER COUNTY, REAL ESTATE TAMMY THEUSCH BEASLEY 12:42:17 PM EXTX $1.00 REGISTER OF DEEDS BY: ANGELA ENGLISH DEPUTY ELECTRONICALLY RECORDED NORTH CAROLINA GENERAL WARRANTY DEED Excise Tax: $1.00 Tax Parcel No. R09010-022-006-000 Return to: The Humphries Law Firm, PC, 1904 Eastwood Road, Suite 310-A, Wilmington, NC 28403 Prepared by: The Humphries Law Firm, PC, 1904 Eastwood Road, Suite 310-A, Wilmington, NC 28403 Property Address: 704 S. Second Street, Carolina Beach, NC 28428 Brief description for the Index: 51 3/4 CAR BCH THIS WARRANTY DEED, made this day of December, 2018, by and between the Grantor and Grantee named herein. (The terms "Grantor" and "Grantee" as used herein shall include the singular and plural, the masculine, feminine and corporate, as the context may require, and the heirs, successors and assigns of the Grantor(s) and Grantee(s)); GRANTORS: MARK LEMUEL LEWIS and wife DEBRA ROLYSON LEWIS, and GLENN MATHEW LEWIS, unmarried GRANTEE: JASON WADE and wife TAMARA WADE of 704 S. Second Street, Carolina Beach, 28428 WITNESSETH, that said Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has granted, bargained, sold and conveyed and by these presents does hereby grant, bargain, sell and convey unto said Grantee in fee simple, all of that certain lot or parcel of land situated in New Hanover County, North Carolina, and more particularly described as follows: SEE ATTACHED The property hereinabove described was acquired by Grantor by instrument recorded in Book 2150, at Page 522, New Hanover County Registry. All or a portion of the property herein conveyed does not _X_ include the primary residence of the Grantor. TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, other than the following exceptions: Page 1 of 4 Submitted electronically by "The Humphries Law Firm, P.C." in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the New Hanover County Register of Deeds. LOWER CAPE FEAR UMBRELLA MITIGATION BANK STATEMENT OF CREDIT AVAILIBILITY TO: Mr. Jason Wade 605 Greenville Ave Carolina Beach, NC 28428 April 29, 2021 FROM: Lower Cape Fear Umbrella Mitigation Bank c/o Land Management Group 3805 Wrightsville Avenue, Suite 15 Wilmington, NC 28403 Project: 706 South Second Street, Carolina Beach (New Hanover County, NC) Dear Mr. Wade: Pursuant to the recent credit request submitted on your behalf, the Lower Cape Fear Umbrella Mitigation Bank (LCFUMB) is providing confirmation of acceptance to supply mitigation credits for proposed riparian wetland impacts associated with 706 South Second Street, Carolina Beach (New Hanover County, NC). This acceptance is conditional upon receipt of payment as outlined below. Please refer to the table below depicting the type and quantity of credits requested and reserved for your project. Mitigation Type Credits Reserved Fee Per Unit Stream 0.0 $558.81 Non -Riparian Wetland Riparian (Riverine) Wetland f 0.0 $61,264.36 0.4 1 $61,264.36 Total Fee r Fee $0.00 $0.00 $24,505.74 $24,505.74 Based upon receipt of your email transmitted on April 28, 2021, LCFUMB will reserve 0.4 riparian wetland credits for a period of up to 90 days from the date of this letter. Note that requests to reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation to extend beyond the 90- day period. Upon request for receipt of credit transfer, LCFUMB will issue an invoice in the amount of $24,505.74. Upon receipt of payment, LCFUMB will provide an executed Transfer of Credit Certificate. Note that all payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit types and amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued. LCFUMB and/or its agents are not responsible for determining the applicant's mitigation requirements. If you have any questions or need additional information, please contact me by phone at (910) 452-0001 or by email at cpreziosi@lmgroup.net. Sincerely, Land Management Group (agent for LCFUMB) 2// r �(1 Christian Preziosi Principal Consultant Book 6183 Page 2940 1. Taxes for the current year, and subsequent years, not yet due and payable; 2. All applicable easements, rights of way, restrictions, and reservations of mineral rights of record, including without limitation all of the covenants, conditions, restrictions and easements running with the title as set forth in the New Hanover County Registry; 3. Any other matters appearing of record in the New Hanover County Registry, as of the day of this Deed; IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written. (Lvri LEMUE , LEWIS Li'efA - (SEAL) DEBRA ROLYSON LEWIS (SEAL) State of North Carolina - County of 1 eT) I, the undersigned Notary Public of the County of and State aforesaid, certify that MARK LEMUEL LEWIS and wife DEBRA ROLYSON LEWIS personally appeared before me this day and acknowledged that he is a the foregoing instrument was duly executed for the purposes therein expressed. Witness my hand and Notarial stamp or seal this (Affix a1) VA Page 2 af 4 day ,2018. L.. Q , Notary Public My Commission Expires: (D / 2,57 6 —. Book 6183 Page 2941 fk"v (SEAL) GLENN IVIATHEW LEWIS State of North Carolina - County I, the undersigned Notary Public of the County of and State aforesaid, certify that GLENN MATHEW LEWIS personally appeared before me this day and acknowledged that he is a the foregoing instrument was duly executed for the purposes therein expressed. Witness my hand and Notarial stamp or seal this (Affix Seal) 441 Page 3 of 4 day of 2018. My Commission Expires: / I - SI 2 + .- -- Book 6183 Page 2942 EXHIBIT 'A' Legal Description Property Known As: 704 S. Second Street, Carolina Beach, NC 28428 Lots number three (3) and four (4) in Block Fifty -One (51) of said Carolina Beach, according to the plats of same as made and surveyed by 3. L. Becton, C. E., and as recorded in Regular Plat Book No. Two office of the Register of Deeds, New Hanover County, North Carolina to which plats reference is hereby made for a more particular and complete description of the lots hereby conveyed. Page 4 of 4 4/14/2020 New Hanover County PARID: R09010-022-015-000 WADE JASON TAMARA N/A 'Parcel Alt ID 313014.42.2874.000 Address Unit City CAROLINA BEACH Zip Code - Neighborhood A5031 Class RES-Residential Land Use Code 958-Unused Land Living Units 1 Acres Zoning R-1-WB RESIDENTIAL SF Legal Legal Description Tax District Owners (On Januaryl st) LOT 4 BLK 51 CAROLINA BEACH CB Owner WADE JASON TAMARA City CAROLINA BEACH State NC Country Zip 28428 THE DATA IS FROM 2020 https://etax.nhcgov.com/pt/Datalets/PrintDatalet.aspx?pin=R0901 0-022-01 5-000&gsp=P ROFILEALL&taxyear=2020&jur=NH&ownseq=0&card=1 &roll=... 1 /1 4/14/2020 New Hanover County PARID: R09010-022-006-000 WADE JASON TAMARA N/A 'Parcel Alt ID 313014.42.2887.000 Address Unit City CAROLINA BEACH Zip Code - Neighborhood A5031 Class RES-Residential Land Use Code 958-Unused Land Living Units 1 Acres Zoning R-1-WB RESIDENTIAL SF Legal Legal Description Tax District Owners (On Januaryl st) LOT 3 BLK 51 CAROLINA BEACH REV CB Owner WADE JASON TAMARA City CAROLINA BEACH State NC Country Zip 28428 THE DATA IS FROM 2020 https://etax.nhcgov.com/pt/Datalets/PrintDatalet.aspx?pin=R09010-022-006-000&gsp=PROFILEALL&taxyear=2020&jur=NH&ownseq=0&card=1 &roll=... 1 /1 706 S. 2nd St. 4/14/2020, 9:03:47 AM Addresses Parcel Boundaries Roads Dimensions ROW i_ . _ Municipal Boundaries Dimensions Property 1:500 0 0 0.01 0 0.01 0.01 0.02 km New Hanover County, NC 0.02 mi • Real Property Owners NHC GIS Services New Hanover County, NC 704 S. 2nd St. 4/14/2020, 8:57:31 AM Addresses Parcel Boundaries Roads Dimensions ROW i_ . _ Municipal Boundaries Dimensions Property 1:500 0 0 0.01 0.02 mi 0 0.01 0.01 0.02 km New Hanover County, NC • Real Property Owners NHC GIS Services New Hanover County, NC Coirancr Bead! State Park fe5olin2 Erccryi i•ii*gwater Treatinrrg 704, 706 Property Line a "Ire" .I • 4"L'E tElay Cd- b , 4i . cil ,- .- U 443/1 f 4.,. g• A....76.. i 4,,,,r.... 54e. 0 : Carolina Bch ch.„._ '51-•hd , r i r. -- "" 4SkY.,,, '. / / 4 $ 4,,,o 4,,...4.4. 1 ner.k.w.,... ,. 4comte,, . - 4,.....„, 1 t i•...r, - $ e, E 7 p• us Az, 1444 dike 1:.04t... 146,114 44,..).4 . ' . • 3t: Z' :7 - -0. t ..a. 6'14 r6p), *A ghb L. fl L'T • -.. . 4E4* Ard '614,2,e A4....s. 1 4ai 0 305 610 1,220 1,830 2,440 3,050 Feet 1 inch = 1,500 feet Map Source: ESRI Street Maps Vicinity Map 704, 706 S. 2nd. St. Carolina Beach, New Hanover Co., NC 4/14/2020 019-005.01 6. 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U m ui �_ ❑ -0 0 C C❑ C'S 0 U 0 3 a] @ p n 0 N o f d fl• ❑ O m_ z � o C N- a U o o-o.g - = a a o� m E 0„ m E n v y U0 2 0 E p L O vH. a'M =c � o�v ma ati En E, m-- N"C C c" r 0- h O p_ cV is w- v -� rum 0 a c `� Gr > 0 w G GM1 7.a a QC "- 0 C E tl$ G 0.'a CD '3 CIS L 4, m E `1:'Q. 4] U O 0 En al m V a N> m U N 2m T.0 ❑ al ....0) ten. mw s�Ti- � C C O r �rTs t . EL c -U.'-c � 7 0 N o G ° 8.rii U m a� a -.c 9 N43- -6 C E? N [' p L p0 an d sp O a3 G V [r'j D E p G N rn°�.au2Rry ng"6`C3EE C co (Li fl. b 1=a 0.' _ wl 3 CL V a.,0_a0 z❑ a3 G N N [a 0 O CO c..)C1� N L• iZ ❑ -C q27 -RI' •T N ao OS ❑ O LO ff.E 0..- Y]HwElvALj SVN E❑E9m 0- ED > m m w 4 4 E 4i n o ip R (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 4 DATE APPLICATION COMPLETE 3. DATE RECEIVED 2. FEELD OFFICE CODE ' APPLICATION NO. (ITEMS BELOW TO BE FILLED BY APPLICANT) E " 3 `cr v e N { al L11, w 0 z Q Q a] z - z ruJ 0 W 0 H First - I liana Company - Southern Environmental Group, Inc. (S 9 AGENT'S ADDRESS Address- 5315 South College Road. Suite E Zip - 28412 Country I ti z m co F U w 0 0 6 Q 3 0 z w Z 0 s d 0 2 b Business a Residence 5. APPLICANT'S NAME 6 APPLICANT'S ADDRESS. Address- 206B Greenville ANC. Zip -2842_8 Country- Grty - Carolina Beach 7 APPLICANT'S PHONE NOs. w/AREA CODE co V a. Residence l {).451.13971 STATEMENT OF AUTHORIZATION v 0 41 Q .c cca v 0 0 0. 0 u; U C C 0 EU crn Ell n E 0 ni 0 0 0_ 5.40 0 0 4 c C Q .4 y Y N tia 1 NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 14. PROJECT STREET ADDRESS {if applicable} Address 70-1 South Second Street x rl co [J7 0 4 Q. 0 2 } 0 • 6"F P V IF KNOWN (see In6Irudin State Tape Parcel if f" ' , I er-4)2 - •,rli} t t IUNSARE 01 ENG FORM 4345, OCT 2012 704, 706 Property Line Approximate Wetlands 0 10 20 40 60 80 100 Feet 1 inch = 50 feet Map Source: 2014 QL2 LiDAR DEM LiDAR Map 704, 706 S. 2nd. St. Carolina Beach, New Hanover Co., NC 4/14/2020 019-005.01 CAROLINA SANDS DR —0P a ..1111 _ 704, 706 Property Line Approximate Wetlands 0 100 200 400 600 800 1,000 Feet 1 inch = 500 feet Map Source: USGS TopoView Service, 2019 Carolina Beach panel, 7.5' quad, 1:24k scale USGS Topo Map 704, 706 S. 2nd. St. Carolina Beach, New Hanover Co., NC 4/14/2020 019-005.01 704, 706 Property Line Approximate Wetlands 0 10 20 40 60 80 100 Feet 1 inch = 50 feet Map Source: 2016 NC Statewide Orthoimagery, Soil Survey of New Hanover Co. Soils Map 704, 706 S. 2nd. St. Carolina Beach, New Hanover Co., NC 4/14/2020 019-005.01 Melissa's Laundry, LLC R09010-0221-001-000 EDGE OF LAKE DRIVE PROPOSED 112' GRAVEL DRIVE WETLAND LIMIT EXISTING GRADE CROSS SECTION A LIMIT OF WETLAND FILL LEGEND 20' X 48" RCP 0' SETBACK I � ' PROPERTY LINE PROPOSEp GLADE_ _ 1 _ _ 4' WIDE RPW CROSS SECTION B EXISTING LAKE SIDE DRIVE Al 0' SET B LIMIT OF WETLAND FILL/ PROPERTY LINE Ali PROPOSED WETLAND IMPACT AREA 15,475 SF / 0.36 AC TURISDICTIONAL WETLANDS AVG. 4' WIDE DITCH (RPW) --- LIMIT OF PROPOSED WETLAND IMPACTS PROPOSED GRAVEL DRIVE 3' SLOPE PORCI I PORC 8cg. #8cg. #1 // �Totc = / Totc = �j 1645 SF / 1645 SF / 2—story /2story / /e evctec /e evctec � 3' SLOPE 3' SLOPE 4' DITCH PROJECT \OATH WADE, JASON R09010-022-010-000 WADE, JASON R09010-022-017-000 R09010-022-004-001 GLAZIER WOODROW R SAENGDUAN P 4' DITCH SETBACK SETBACK 20' X 48" RCP 8cg. #1 Totc 1645 SF 2story /e evctec PORCH B cg. Totc 1645 SF 2story e evctec SETBACK 7SHA7ED. LOT LI\E� . COURIE ELI III.ETAL. . R09010-022-004-000 70' ROW CO N CO N V Z 2 V Q W m z J 0 V uJ > w J J_ W W fY w O N RENOVATIONS INSPECTIONS NEW DESIGNS COURIE ELI III ETAL R09010-022-005-000 Release Dates 4-26-21 2-BLDG WADE DEVELOPMENT WETLANDS 704 S. 2ND STREET 0 u_ w CARO LI NA BEACH BEACH, NC 28428 S 1 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Project/Site: 704, 706 S. 2nd St. Applicant/Owner: Jason Wade City/County: Carolina Beach/New Hanover Sampling Date: 4/14/2020 Investigator(s): David Scibetta, SEGi Section, Township, Range: NA State: NC Sampling Point: DP-1 Wet Landform (hillside, terrace, etc.): emergent marsh Local relief (concave, convex, none): none Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: N 34.02759 Soil Map Unit Name: Lynn Haven Slope (%): 0 Long: W 77.89669 Datum: NAD83 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: PSS3Ad Yes X No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes X No Yes X No Yes X No Is the Sampled Area within a Wetland? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (B6) Concave Surface (B8) (C2) Aerial Imagery (C9) (D2) (LRR T, U) _ X Surface Water (Al) Fauna (B13) Vegetated _Aquatic _Sparsely X High Water Table (A2) Marl Deposits (B15) (LRR U) Drainage Patterns (B10) _ _ X Saturation (A3) X Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16) _ Water Marks (B1) Oxidized Rhizospheres on Living Roots (C3) Dry -Season Water Table _ _ _ Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8) _ _ _ Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on _ _ _ Mat or Crust (B4) Muck Surface (C7) Position _Algal _Thin _Geomorphic Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3) _ _ _ Inundation Visible on Aerial Imagery (B7) X FAC-Neutral Test (D5) _ Water -Stained Leaves (B9) Sphagnum Moss (D8) Field Observations: Surface Water Present? Yes X No Depth (inches): 6 Wetland Hydrology Present? Yes X No Water Table Present? Yes X No Depth (inches): Saturation Present? Yes X No Depth (inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP-1 Wet Tree Stratum 1. 2. 3. 4. 5. 6. 7. 8. (Plot size: Sapling/Shrub Stratum 1. 2. 3. 4. 5. 6. 7. 8. 50% of total cover: (Plot size: Absolute Dominant Indicator % Cover Species? Status 50% of total cover: Herb Stratum (Plot size: 30' ) 1. Phragmites australis 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. =Total Cover 20% of total cover: =Total Cover 20% of total cover: 100 Yes FACW 100 =Total Cover 50% of total cover: 50 20% of total cover: 20 Woody Vine Stratum (Plot size: 30' ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 1 (A) Total Number of Dominant Species Across All Strata: 1 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) Prevalence Index = B/A = (B) Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.01 Problematic Hydrophytic Vegetation (Explain) Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No Remarks: (If observed, list morphological adaptations below.) ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain - Version 2.0 SOIL Sampling Point: DP-1 Wet Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Typel Loc2 Texture 0-12 10YR 2/1 Type: C=Concentration, D=Depletion, RM=Redu ced Matrix, MS=Masked Sand Grains. Mucky Sand Remarks 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, Histosol (A1) _ Histic Epipedon (A2) Black Histic (A3) X Hydrogen Sulfide (A4) _ Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) X 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Muck Presence (A8) (LRR U) _ 1 cm Muck (A9) (LRR P, T) _ Depleted Below Dark Surface (A11) _ Thick Dark Surface (Al2) _ Coast Prairie Redox (A16) (MLRA 150A) _Sandy Mucky Mineral (S1) (LRR 0, S) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) X Dark Surface (S7) (LRR P, S, T, U) _ Polyvalue Below Surface (S8) (LRR S, T, U) unless otherwise noted.) Thin Dark Surface (S9) (LRR S, T, U) Barrier Islands 1 cm Muck (S12) (MLRA 153B, 153D) Loamy Mucky Mineral (F1) (LRR 0) Loamy Gleyed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) Marl (F10) (LRR U) Depleted Ochric (F11) (MLRA 151) Iron -Manganese Masses (F12) (LRR 0, P, T) Umbric Surface (F13) (LRR P, T, U) Delta Ochric (F17) (MLRA 151) Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Floodplain Soils (F20) (MLRA 149A, 153C, 153D) Very Shallow Dark Surface (F22) (MLRA 138, 152A in FL, 154) Indicators for Problematic Hydric Soils3: _ 1 cm Muck (A9) (LRR 0) _2 cm Muck (A10) (LRR S) Coast Prairie Redox (A16) (outside MLRA 150A) Reduced Vertic (F18) (outside MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (LRR P, T) Anomalous Bright Floodplain Soils (F20) (MLRA 153B) _ Red Parent Material (F21) _Very Shallow Dark Surface (F22) (outside MLRA 138, 152A in FL, 154) _ Barrier Islands Low Chroma Matrix (TS7) (MLRA 153B, 153D) Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0 Southern Environmental Group, Inc. 5515 South College Koad, Suite L ' Wilmington, North Carolina 28412 910.452.271I Fax: 910.452.2899 o{fice@segi.us www.segi.us Attachment 1 704 & 706 South Second Street Avoidance and Minimization Prepared for: Mr. Jason Wade 206 Greenville Ave. Carolina Beach, NC 28428 Prepared by: Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, NC 28412 910.452.2711 Date: 26 April 2021 704 & 706 S. Second Street Avoidance and Minimization Analysis Table of Contents Section Title Page I. Alternative Analysis 3 A. Off -Site Alternatives 3 B. On -Site Alternatives 4 II. Appendices 5 A. Option A — Preferred Plan 6 B. Option B Site Plan 7 C. Option C Site Plan 8 2 704 & 706 S. Second Street Avoidance and Minimization Analysis I. Alternative Analysis: Alternatives that are practicable are those that are available and capable of being undertaken, after considering cost, logistics and existing technology. Comprehensive off -site and on -site alternatives analysis has been conducted, as part of the Individual Permit process. Section 404(b)(1) guidelines were relied upon, to perform the analysis. When evaluating off -site alternatives, considerations, such as the presence, quantity and quality or functional value of wetlands and/or other waters of the U.S.; the presence of any federally -listed Threatened and/or Endangered Species (TE) or their Critical Habitat (CH); state listed Threatened and/or Endangered Species (STE), or other natural or regionally important resource factors that may be significantly impacted, were not explored, as this area is densely developed and, to SEGi's knowledge, there are no known T&E, STE or CH, within this area of Carolina Beach. A. Off -site Alternatives Current New Hanover County Zoning Maps, historical aerial photography, topographic and soils maps, and available current land use records, were used, to best determine if any of the alternative sites met some or all of the following criteria: 1. Be located within the incorporated area of Carolina Beach; 2. Provides sufficient buildable area for two, residential duplexes (i.e., from 0.20-0.40 acre); 3. Available sewer and water connection; 4. Zoned residential; 5. Close to schools; 6. Close to shopping centers; 7. Close to beach access; and 8. Available for acquisition. The figure below illustrates the nine sites, that were evaluated, as part of the Off -site Alternative Analysis. Only sites 5 — 9 met the size criterion. Figure 1. Alternative Site Map The table, on the following page, summarizes Sites 5-9, for practicability. 3 704 & 706 S. Second Street Avoidance and Minimization Analysis Table 4. Alternative Site Practicability Analysis Practicability Category Criterion Preferred Alternative Alternative 5 Alternative 6 Alternative 7 Alternative 8 Alternative 9 Availability Available for Acquisition The tract has been purchased by the Applicant. Yes Yes Yes Yes Yes Logistics Parcel Size (0.2 - 0.4 AC) The two lots offer adequate buildable area Yes Yes Yes Yes Yes Appropriate Zoning The property is zoned residential and located within the incorporated limits of Carolina Beach. Yes Yes Yes Yes Yes Availability of Utilities Through the Town of Carolina Beach Yes Yes Yes Yes Yes Adequate Access Access off Lake Drive Yes No — Failed Screen No — Failed Screen No — Failed Screen Yes Technology Topography and Other Site Conditions for Development Wetlands are present Wetlands are present Wetlands are present Wetlands are present Wetlands are present There are no wetlands present, but the site is oddly shaped and would not provide enough buildable space Cost Reasonable Acquisition Cost The tract was purchased at a fair market value Unknown Unknown Unknown Unknown Unknown Alternative Sites 5-8: This site meets all of the Applicant's criteria but, in order to access these sites, either Birmingham Ave. or Sumter Ave. would need to be installed per NC DOT standards, which would require far more impacts to wetlands than the Preferred Alternative. Therefore, these sites were rejected. Alternative Site 9: This site also appears to meet most of the Applicant's criterion, but it is oddly shaped and due to building setbacks, the lot would not provide sufficient buildable area, for two residential duplex structures. Therefore, this site was rejected. Proposed Site — The proposed site meets all of the Applicant's criterion, for development of two residential duplex structures, with gravel access drive, and would require less impacts than lots 5-8, which are the only sites that meet the buildable area criterion. Additionally, the Applicant already owns the property and has invested a significant amount of time and money vet it. Therefore, this is the only alternative that was accepted. B. On -Site Alternatives Analysis The following alternatives were explored: Alternative 1— Utilization of other uplands within the tract to avoid impacts: There are no available uplands to utilize. Therefore, this alternative was rejected. Alternative 2 — Minimizing the impact area: The following strategies, to minimize wetland impacts, were considered during the design phase: • Tactical access road alignment; • Minimize access road length and width; • Shared driveway; and • Seek a variance to encroach into the Town's building setbacks. With these strategies in mind, the following alternative site plans were explored: Option A (Preferred Plan) — (See Appendix A): The project area, in the Preferred Plan, consists of a 115' x 4 704 & 706 S. Second Street Avoidance and Minimization Analysis 20' section South Second Street, where it intersects with Lake Drive, and 2 — 125' x 50' lots, that are situated on the western side of South Second Street. The project area, which is limited to the wetland impact area, contains approximately 0.36-acre of wetlands. The Preferred Plan incorporates tactical access road placement, by positioning the road as close to ditch, as possible. This minimized impacts to wetlands by 0.01 acre (see Appendix C). Additionally, the Applicant shortened the length and width of the road. By limiting the length of the access road, the Applicant avoided having to install the access road to NCDOT standards, thereby minimizing impacts to wetlands by 0.04-acre (see Appendix B) and reducing the travel lane width minimized impacts by 0.02 acre (see Appendix C). The Preferred Plan achieves the Applicant's objective and is the least environmentally damaging, practicable alternative. Option B — (see Appendix B): This plan consists of an access road that would need to meet NC DOT standards, and would require expanding the project area, thereby impacting approximately 0.04 acre more wetlands than the Preferred Plan. Therefore, this option was rejected. Option C — (See Appendix C): This plan consists of utilizing a 20' travel lane, for the access road, and centering the road between the eastern ROW line and ditch. This option also requires expanding the project area and impacting approximately 0.03 acre more wetlands than the Preferred Plan. Therefore, this option was rejected. Option D — (See Appendix D): The Applicant explored incorporating retaining walls into the project. Walls were not used on the north, south and west sides of the project, to allow for an adequate maintenance corridor. Walls were incorporated around the access drive, driveways, and along the lot line, on the east side of the lots. In total, 420 linear feet of retaining walls could be used. The cost of installing retaining walls is approximately $24.00 per square foot. This cost does not include labor. The cost of using retaining walls, as illustrated in Appendix D, would cost approximately $20,160, based on approximately 840 square feet of wall, and would reduce wetland impacts by 355 square feet (0.008 acre), which is insignificant compared to the cost of installing the walls. Therefore, this option was rejected. Alternative 3 — While some municipalities have ordinances allowing buildings to encroach into the setbacks, for the purpose of avoiding "natural areas", Carolina Beach does not. In the last 16 years, SEGi has attempted to obtain variances, from the Town of Carolina Beach and for this purpose, two times and were rejected each time, based on the fact that the problem is "not unique to the property", which is a criterion for variance approval. Therefore, this option was rejected. Alternative 3 — Avoiding all impacts to wetlands: The Applicant investigated other potential means for developing the property without impacting wetlands and has been unable to find a practicable alternative that would achieve his stated goal. Therefore, this alternative was rejected. Alternative 4 — Impact all wetlands: While this alternative would allow the Applicant to achieve his stated goal, it would be more damaging to the environment. Therefore, this alternative was rejected. Alternative 5 — No Build: Under the no build alternative, residential dwellings would not be built and the current need for additional housing would not be met. Therefore, this alternative was rejected. 5 704 & 706 S. Second Street Avoidance and Minimization Analysis Appendix A Option A - Preferred Plan 6 Melissa's Laundry, LLC R09010-0221-001-000 4 SCALE 1"=8' 0 8 16 STING :SIDE DRIVE Al 61 ■ ■ 1 3' SLOPE \ / 3' SLOPE . — CV \l/ • 4' DITCH LEGEND Ali PROPOSED WETLAND IMPACT AREA 15,475 SF / 0.36 AC TURISDICTIONAL WETLANDS AVG. 4' WIDE DITCH (RPW) --- LIMIT OF PROPOSED WETLAND IMPACTS PROPOSED GRAVEL DRIVE 50' 1 ■ 1 _._._._.L! PROJECT \OATH WADE, JASON R09010-022-010-000 WADE, JASON R09010-022-017-000 0 0 8' 7'-6' 86' \I/ 10' ° ° 4 112' 115' \l/ \I/ 20' X 43" RCP 20 ° 3' SLOPE 4' DITCH 4 \I/ 100' -0" 20' X 48" RCP ■ ■ ▪ /A2 4-0 3' SLOPE ■ ■ ■ 1 20' 1 ■ ■ d PORCI I PORC • 8cg. / Totc 1645 SF 2—story / e evctec -I • - ■ - • - ° 4 B cg. #1 / Totc = �; 1645 SF / 2—story / /e evctec R09010-022-004-001 B2 GLAZIER WOODROW R SAENGDUAN P 7'-6" S\ / 7'-6" SETBACK ° 4 \/ a 4 d ° d n ORC; • 8cg. #1 / Totc 1645 SF 2story / e evctec \/ 7 ° d PORCH B cg. Totc 1645 SF 2story e evctec .4 -►_ 7'-6" SETBACK TS HA7 ED' LOTLI \ 7. COURIE ELI III ............... ETAL.' R09010-022-004-000 70' ROW I!■11 tio N 0 r-1 Ln r-1 01 CO CO V z 2 V w CO 0 z CC V uJ > w J J_ z W w cc 0 0 RENOVATIONS INSPECTIONS NEW DESIGNS COURIE ELI III ETAL R09010-022-005-000 Release Dates 4-26-21 0 Z Z W 2-BLDG WADE DEVELOPMENT WETLANDS 704 S. 2ND STREET 0 u_ w a_ CAROLINA BEACH BEACH, NC 28428 S 1 704 & 706 S. Second Street Avoidance and Minimization Analysis Appendix B Option B Site Plan 7 Melissa's Laundry, LLC R09010-0221-001-000 EXISTING LAKE SIDE DRIVE SCALE 1"=8' 0 8 16 The Veggie Wagon Melissa's Coln Laundry Swr"u, Superior Aulornottve 1.4.4e or I.EGEND WETLAND IMPACT 17,225 SF / 0.40 AC JURISDICTIONAL WETLANDS AVG. 4' WIDE DITCH (RPW) --- LIMIT OF WETLAND IMPACTS DOT ROAD 11 3' SLOPEI 4' DITCH PROJECT \OATH WADE, JASON R09010-022-010-000 R09010-022-017-000 \/ A 48" RCP 4' DITCH 1 100' -0" 20' X 48" RCP \I/ CO Cn S \BA K 86' \I/ 10' ° \I/ ° 4 / roRc • 8cg. Totc 1645 SF , 2—story / e evctec R09010-022-004-001 GLAZIER WOODROW R SAENGDUAN P U) 4 d ° 4 7'-6" SETBACK 7'-6" SETBACK ° \I/ 4 d 7 � B cg. #>8 Totc 1645 SF ,,2-story /e evctec (SHADED LOT LI\E) \/ 4 PORCH cg. #1 Totc = j 1645 SF / ?—story / e evctec 10' COURIE ELI III ETAL R09010-022-004-000 7'-6" SETBACK \/ LLJ w 70' ROW COURIE ELI II R09010-022-00 di 5 O 711 -4-:z tj fa N of 0 gLi LA 01 cn CO N CO N V z 2 V Q w CO 0 z J V u.i w J J_ > z W W fY w CO 0 0 N RENOVATIONS INSPECTIONS NEW DESIGNS I ETAL 5-000 Release Dates 5/29/2019 0. Issued for Technical Review NCDOT ROAD DESIGN 2-BLDG WADE DEVELOPMENT 704 S. 2ND STREET CAROLINA BEACH BEACH, NC 28428 APPENDIX 6 OPTION B 704 & 706 S. Second Street Avoidance and Minimization Analysis Appendix C Option C Site Plan 8 Melissa's Laundry, LLC R09010-0221-001-000 EXISTING LAKE SIDE DRIVE SCALE 1"=8' 0 8 16 3' SLC \/ \ / 3' SLC The Veggie Wagon d Street Melissa's Coln Laundry Superior Aulornottve 1 I.EGEND WETLAND IMPACT 16,735 SF / 0.39 AC JURISDICTIONAL WETLANDS AVG. 4' WIDE DITCH (RPW) -- LIMIT OF WETLAND IMPACTS DOT ROAD 4' DITCH PROJECT \OATH WADE, JASON R09010-022-010-000 LIJ w WADE, JASON R09010-022-017-000 I \ / / \I/ 10' 112' \I/ 2n' X 48" RCP ° \I/ 4 PoRc • 8cg. Totc = 1645 SF , 2—story / e evctec R09010-022-004-001 GLAZIER WOODROW R SAENGDUAN P 4 d d \1 20' \ / / 4' DITCH ° 4 7'-6" S\ / 7'-6" SETBACK 90' vi 411F20' X 48" RC \I/ 4 d 7 � B cg. #>8 Totc 1645 SF ,,2—story /e evctec (SHADED LOT LI\E) ° 4 PORCH cg. #1 Totc = j 1645 SF / ?—story / e evctec 10' COURIE ELI III ETAL R09010-022-004-000 \/ 70' ROW COURIE ELI II R09010-022-00 7'-6" SETBACK CO co V z 2 V Q w m z J 0 V u.i > w J J_ z W W fY w m 0 0 RENOVATIONS INSPECTIONS NEW DESIGNS I ETAL 5-000 Release Dates 5/29/2019 0. Issued for Technical Review 20' ROAD / CENTRALLY POSITION? 2-BLDG WADE DEVELOPMENT 704 S. 2ND STREET CAROLINA BEACH BEACH, NC 28428 APPENDIX C OPTION C- 704 & 706 S. Second Street Avoidance and Minimization Analysis Appendix D Option D Site Plan 9 Melissa's Laundry, LLC R09010-0221-001-000 T EXISTING LAKE SIDE DRIVE SCALE 1"=8' 0 8 16 RETAINING WALL 3' SLC 112' * 3' SLC 4' DITCH The Veggie Wagon d Street Melissa's Coln Laundry SUrr+iet Superior Aulornottve 1 I.EGEND WETLAND IMPACT 15,255 SF / 0.35 AC JURISDICTIONAL WETLANDS AVG. 4' WIDE DITCH (RPW) ACCESS ROAD RETAINING WALL - 420 LF(2 FT) = 840 SF RETAINING WALL PROJECT \OATH WADE, JASON R09010-022-010-000 LLJ 0 w Q WADE, JASON R09010-022-017-000 If� \l/ 14' X 48" RCP \/ 4' DITCH RETAINING WALLS \/ 100' -0" \I/ 14' X 48" RCP \I/ 7'-6' S \$�K 86' \I/ 10' ° Ali 4 • 8cg. Totc = 1645 SF , 2—story / e evctec ° 4 8cg. #1/ Totc = \j 1645 SF / 2—story / e evctec 7'-6" a 4 A � B cg. #>8 Totc 1645 SF ,,2—story /e evctec ° A 4 cg. #1 � Totc = j 1645 SF / ?—story / evctec • 7'-6" R09010-022-004-001 GLAZIER WOODROW R SAENGDUAN P (SHA QED LOT LI\E) COURIE ELI III ETAL R09010-022-004-000 0 CNI 70' ROW COURIE ELI II R09010-022-00 ei 5 O Al 71 J CO N co N V z V Q w m z J 0 V uJ > w J J_ z W W fY w m 0 0 N RENOVATIONS INSPECTIONS NEW DESIGNS I ETAL 5-000 Release Dates 5/29/2019 0. Issued for Technical Review RETAINING WALLS 2-BLDG WADE DEVELOPMENT 704 S. 2ND STREET CAROLINA BEACH BEACH, NC 28428 APPENDIX b OPTION b DWR Pre -Filing Meeting Request Form NORTH CA:iOLINA 6nvlronmerrtol Quality Contact Name* Contact Email Address* Project Owner* Project Name* Project County* Dana Lutheran dlutheran@segi.us Jason Wade 704 Second Street South New Hanover Owner Address:* Street Address 5315 South College Road Address Line 2 Suite E City State / Rovince / Region Wilmington NC Fbstal / Zip Code Country 28412 United States Is this a transportation project?* r Yes t^ No Type(s) of approval sought from the DWR: I— 401 Water Quality Certification - I— 401 Water Quality Certification - Reg ula r Express rJ Individual Permit I— Modification I— Shoreline Stabilization Does this project have an existing project ID#?* r Yes c: No Do you know the name of the staff member you would like to request a meeting with? Robb Mairs Please give a brief project description below.* The proposed project consist of installing a 20' wide, by 100' long gravel road, which will provide access to two residential lots (i.e. 704 & 706 Second Street South), upon which two 2485 SF, two story, duplexes will be erected, one on each lot. SEGi believes a meeting with the DWR and USACE is necessary. Please give a couple of dates you are available for a meeting. 10/22/2020 Please attach the documentation you would like to have the meeting about. 704 2nd Street South Wetland Impact Map 10- 1.21 MB 2-2020 Final.pdf pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • !also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature * Submittal Date 10/2/2020