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HomeMy WebLinkAbout20160973 Ver 1_401 Application_20161016September 27, 2016 NC Division of Water Quality Attn: Jennifer Burdette 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Lots 16-18 Old Folkstone Estates Onslow County, North Carolina Ms. Burdette, Geothermal, Environmental, & Well Drilling CO(J orfi D ,Copy � iii � 1 22016 DEQ -WATER RESOURCES 401 & BUFFER PERMITTING In an effort to further clarify the intent of the above referenced project, the following documents for your review; Project Narrative Letter Approved Jurisdictional Determination Pre -Construction Notification Form Plan and Profile views of proposed fill area from surveyor If you have any questions please do not hesitate to contact our office at (910) 270-2919. Sincerely, Gene ung, E Environmen al Scientist Applied Keoource Management, FC F 0. Box 882, 257 Transfer Station Road, Hamphead, NC 28443, 910.270.2919, Fax 910.270.2988 September 27, 2016 NC Division of Water Quality Attn: Jennifer Burdette 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Project Narrative Lots 16-18 Old Folkstone Estates Onslow County, NC Ms. Burdette: Geothermal, Environmental, & Well Drilling On behalf of Eastern NC Homebuilders, LLC, Applied Resources Management, P.C. is providing you with a project narrative for the above referenced site. The project is located along Penny Lane in Old Folkstone Estates at the above noted lots in Onslow County. This site has previously been reviewed for a Jurisdictional Determination. In order to construct a driveway for a home, fill material will be needed in a small portion of the noted wetlands; therefore a Nationwide Permit 29 is being sought. The proposed project consists of construction of a driveway across two wetland points to access an area of uplands where a home is to be located on each respective lot. The wetland areas extend the entire width of the lot and thus make this minimal impact necessary to access the upland area. The impact is expected to be a total of approximately 0.09 acres. This wetland impact has been minimized by reducing the footprint of the house and locating the houses in an area to maximize the upland area as much as possible. Furthermore, fill is only being proposed driveway purposes only. Fill material is not being proposed to build up yard area. If you have any questions or require any additional information, please feel free to contact me at (910) 270-2919. Sincerely, -n , Gene Youn — Environmental Scientist Applied Keoource Management, PC i'. 0. Box 882, 257 Transfer Station Koad, Hampstead, NG 28443, 910.270.2919, Fax 910.270.2988 (-L/Z(D NTERE U.S. ARATY CORPS OF ENGINEERS WILM NGTON DISTRICT JAN 2 .•\ciion Id. SANV-2015-02597 Onslow L"'.55-G.S. Quad: NC-S;;E. RR w D NOTIFICATION OF.JUR.ISDICTIO`AL DETERNTTiN-A.%Q,' __._-------- Property Owner; Eastern NC T-lentebuiiders LLC \RNT attri.:.Mr. Linwood Jones .inti.: Yours it Address: 449 Grill Rd k 7 `l rift m.I- Clacton. NC 27520 1-lampstead. YC 2S443 Size (acres) 19.5 Nearest To,Nn Sneads Ferre Nearest Waterway Turkec Creel: Ricer Basin New Ricer USGS RUC 03020302 Coordinates Latitude: 34.5326026546099 Longitude: -77.4966714921621 Location description: The site is located on Penn`- Lane accessed off Folkstone Road near Sneads Feri-v 2r-ith drain front the tract flowincz to --card the bea(hi nters of Tnrkev Creek, 0slojv County. Indicate Which of the Followin AUTIIy: A. Preliminary Determinatioii _ Based on preliminary information, there may be waters ofihe U.S. including wetlands on the above described pr"Ject area . We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination artist be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination There are Navigable Waters of the United States within the above described project area suNect to the pen -nit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of The Clean Water Act. Unless there is a chanke in the layv or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 1 There are waters of the U.S. including wetlands on the above described pre jest area subject to the permit requirements of Section 404 of the Clean Rater Act (C\'l'A)(33 USC S 1344). Unless there is a change in the law or our published regulations, this detennination may be relied upon fora period not to exceed five years from the date of this notification. _ We strongly suggest,,ou have the «aiers of the U.S. including `verlands on your project area delineated. Due to rhe size of your property and`or our present workload, the Corps ntay not be able to accotnplish this Nyetland delineation in a timely manner. For a more oriel' delineation. -,-oil may wish to obtain a consultant. To be considered finaL any delineation must be verified b\ the Corps. _ The waters of the U.S. including wetlands on your project area have been delIIieated and the dchncatlon h-,, been verified by the Corps. \\'e strongly suggest Voll have this delineation sur\ eyed. [.'pori completion, rims sltn'ev chonld be reviet�'ed and t'crified b\' :l?e ores. Once verifled. this sui-�-ey «ill prop. ide an accuraTe depiction of all areas std?leer to C\VA jurisdiction on your pI'operty ,vhich, provided There is no chance in the la -,A, -�r our published regulaiions. ]nay be relied upon for a period nct to exceed five Fears. X The ,, arers of the U.S. including', eiland_ have been delineated and sur -\ eyed and are accurately depicted c the plat signed by the Corps Regulatory Official identified below on 1-25-2016. Unless nc�re is a change in elle law or our published regulations. 1111is deternlillaticn iliav be relied upc`n for a per`,oj i?,.t To e,:ceed flue years f c' m the dale ofTl?ls notification. Page I of 2 E: PRELIMINARY JURISDICTIONAL DETERIN INATION: You do not need to respond to the Corps regarding the preliminary- JD. The Preliminary JD is not appealable. If you Nz ish, you may request an approved JD (K hick ma- be appealed;), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reeN aluate the JD. I REASONS FOR APPEAL OR OBJECTIONS: rjilbe )-our reasons for appealing the decision or) our objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarif . ,There,,our reasons or objections are addressed in the administratii e record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However. you may provide additional information to clariA, the location of information that is already in the administrative record. POIN F OF CO's FAC F IVR QUES I IONS Oft 1NFOR111% f-l()N: It Ou hm e gLhCSdCAIS rearding this &vision 9,nd.'Or the It v OU 0111', had e qu, 5sijo is rc«ai-ding the appeal process you ma}' appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Mr. Jason Steele. Administrative Appeal Review Officer Attn: Brad Sharer CESAD-PDO 69 Darlington Ave U.S. Army Corps of Engineers, South Atlantic Division Wilmington, NC 28403 60 Forsyth Street, Room 101!915 Atlanta, Georgia 30303-SSO1 Phone: (404) S62-5137 RIGHT OF ENTRY: Your signature below giants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the prc?jeet site during the course of the appeal process. You will be provided a 1-5 day notice of any site investigation. and will have the opportunitY to participate in all site investi>Sations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this farm to: district Engineer, Wilmington Regulatory Division, Brad Shaver, 69 Darlington Ave Yi'ilmington, NC 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Arniv Engineer Division, South Atlantic. Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 For•sctit Street, Room 10' 915, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 \(►TIFIC %'r10N t)F-ki)NiiNis-m.%TjVE %PPEAL O P I R 4-.1ND PRO( ESS :'1ND IRE L_'EST FOR APFFAL Arrf;c3rit: Fa -tern NC Hoirel uildets LLC File Ntirt?ber: S.AZZ`-2l)15-OZ597 Date: 12.78!2 IS Attached is: D See Section below INITIAL PROFFERED PERINUT Standard Permit or Letter of ennission) _ PROFFERED PERMIT Standard Permit or Letter of ermission B PERMIT DENIAL C -- APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION i E SEC 1.1ON i - I lle,'Jollowitna, idCrai fics yi'i:T i'i:,!11t5 i:i;il illi li`1iS tCLurdinb nal :,;tori -nation Ila) 130 tolit:d t i i i F ; C ll' I.a,,S a1 33 C FR Pat 331. '. ;ir.i�.trztive Nppe;:I oft?ie ab��� e d�cicilin. :x:11' t'1l ttt a<:: ;111�it CTt::il?iiah:.,a,; d I!x or A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional detenninations associated with the permit. OBJECT: If you object to the pennit (Standard or LOP) because of certain terns and conditions therein, you may request that the pen -nit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the pennit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns. (b) modify the permit to address some of your objections, or (c) not modiA, the permit having determined that the permit should be issued as previously written. Atter evaluating your objections, the district engineer will send you a proffered permit for your reconsideration. as indicated in Section B below=. B: PROFFERED PERMIT: You may accept or appeal the pennit • ACCEPT: If you received a Standard Pernit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission ( LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the pennit in its entirety, and waive all rights to appeal the permit, including its teens and conditions. and approved jurisdictional detenninations associated with the pen -nit. APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein. you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of this form and sending the forn to the division engineer. This foam must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a Pernit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this forn and sending the forn to the division engineer. This forn must be received by the division engineer within 60 days of the dare of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may acceptor appeal the approved JD or provide new intornatton. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notifz- the Coils «-irhin 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rig lits to appeal the approved JD. • APPEAL: If you disagree •.with the approved JD. you may appeal the approved JD under the Corps of Engineers Administrative appeal Process by cotmplerinR Seoiion II of this form and sendin_z the foriit to the district et,`i,ieer. This fointi must be received by the division engineer vviihin 60 days of the date of this notice. _ There are no waters of the U.S., to include wetlands, present cn tl , above described project area ,;-hick are subject to the i:ermit requirements ofStMion 404 cf the Clean Water Act i USC I z44F. Unless tliere is a chane in the la-,N or our published regulations. this detennination may be relied upon for a period not to exceed five years yoni the date of this notiticstion. The prcperiy is located in one of the 70 L c?astal Counties subject to regulatioi; under the Coastal Area Mvagenlenl .pct FCAMA). You should oontact the Division of Coastal Nlanagenlent in 4torehead Cty. NC. at 252) 848-_808 to determine tlleir requitement. Placement of dredged or till inaterial wilhin ,; alers of the L S and. or wetlands without a Department of the Army permit may Constitute a yiOlatlOn of Section 301 eftile Clean Water Act (33 LiSC ; I: I I). if you have an- questions regarding this determination and or the Corps regulatory program. please contact Brad Shaver at 410-251-4611 or Brad.E.Shaver a usace.armv.nli[. C. Basis For Determination: Tlre.0e contains x•eilan(ls as described in the 1987Corl7s Dellrieallon .ifanual (Regional Supplement) and is ahuttlrr, headivaters of Turker Creck. which becomes a naris}able iratcr aoected lit• tide. D. Remarks: There was only one copy of the survey prodded and it ryas returned to the owner/surveyor. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The de lineation/detern) inat ion may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service. prior to starling work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above This correspondence constitutes an approved jurisdictional determination for the above described site. If you objeci to this determination. you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. if you request to appeal this detennination you must submit a completed RFA form to the following address: US Ann), Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room I ON115 Atlanta. Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under; 3 CFR part '13 1.5, and that it has been received by the Division Office within 60 days ofihe date ofthe NAP. Should you decide io submit an RFA form. it must be received at the above address by 3/25/2016. **It is not necessary to submit an RFA form to the Division Office ifyou do not object to the detennination in this correspondence.**;L,.>;,:x_S;_IZ 1756 •!�,-� t? -�l r.=''>.:c', c'.Snk:.El?'S:>?t-SS Cotes Regulatory Official: Date: 1/25/2016 Expiration Date: 1/25/2021 The W'ihnington District is committed to providing the highest level of support to the public. To help us ensure «-e continue to do so. please complete our Customer ;atist'action tiro ct , located online at ha -LI.: ur, eti .cvay. O��F W A TF9OG 1 1 > Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: Section 404 Permit ❑ Section 10 Permit T 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Ce ification: Yes ❑ No For the record only for Corps Permit: ❑ Yes ❑ No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ❑X No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. Yes E] No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Old Folkstone Estates 2b. County: Onslow 2c. Nearest municipality / town: Snead's Ferry, NC 2d. Subdivision name: Old Folkstone Estates 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Eastern NC Homebuilders, LLC 3b. Deed Book and Page No. 4224/598 3c. Responsible Party (for LLC if applicable): Linwood Jones and/or Mike Turco 3d. Street address: 449 Grill RD 3e. City, state, zip: Clayton, NC 27520 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑X Agent ❑ Other, specify: 4b. Name: Gene Young, REHS 4c. Business name (if applicable): Applied Resource Management, PC 4d. Street address: 257 Transfer Station RD 4e. City, state, zip: Hampstead, NC 28443 4f. Telephone no.: 910-617-4914 4g. Fax no.: 910-270-2988 4h. Email address: gene_arm@bellsouth.net 5. Agent/Consultant Information (if applicable) 5a. Name: same as above 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 4258-01-28-4193, 4258-01-27-6861, 4258-01-27-6635 1b. Site coordinates (in decimal degrees): Latitude: 34.532602 Longitude: -77.496671 1 c. Property size: 19.5 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Turkey Creek 2b. Water Quality Classification of nearest receiving water: 2c. River basin: New River 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Property is vacant in new subdivision 3b. List the total estimated acreage of all existing wetlands on the property: 10 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: This project is to allow minimal impact for driveway crossings to access house locations of upland areas. 3e. Describe the overall project in detail, including the type of equipment to be used: Project is to use typical construction equipment (backhoes/excavators, trucks, etc) to install culverts and fill to allow for a minimal driveway. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? El Preliminary Q Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Gene Young, REHS Agency/Consultant Company: ARM Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 1-25-2016- Brad Shaver 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes No El Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes Q No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Fill Hardwood Flat No Corps 0.071 W2 P Fill Hardwood Flat No Corps 0.019 W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.09 2h. Comments: These two impacts are for driveway crossings. The impacts are for lot 16/17 (shared driveway) and 18. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 Choose one - S2 - Choose one - S3 - Choose one S4 - Choose one - S5 - Choose one _ - S6 - Choose one - - 3h. Total stream and tributary impacts 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. 5e. Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number— Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed crossings were chosen at the shortest crossing distance and in a perpendicular angle to reduce impact. Also, a shared drive on lot 16 and 17 were proposed to limit the impact to one location. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Minimal driveway widths are proposed to limit slope and fill areas. See engineered plans attached. 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 ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. 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. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes QX No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 14% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑x No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This is below the impervious threshold found in the PCN guidance document 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: J 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review FXlCoastal counties ❑HOW 4a. Which of the following state-implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ YesX❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes X❑ No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ❑X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. wastewater is to be disposed of by on-site wastewater permits previously issued. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑X Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. website IPAC and NC Natural Heritage - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Not near any body of water 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 ❑ Yes X❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Historic preservation online map HPOWEB 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Onslow County GIS Tax Map G,cY,,,O ,Rfs moi' --a7-14 icant/A ent' nature Applicant/Agent's Printed Name Date (Agent's sign re i alid only if an authorization letter from the applicant is provided.) Page 10 of 10 / 100 50 0 100 200 GRAPHIC SCALE I"=100' / LOT 19 o S6,>Cv 4(9107I Q) Cv , / 1199.91> v 411I O /= O ry N WETLANDS ' I LOT 20 20'-15' HDPE GRAVEL ROAD ^ , o UPLAND LO PIPE SHOWN STRUCTURAL M I FILL /d Propose 2'3' :"� t' 2 2 Envelope 3• 1 u� o g 3' Y, 57.5 � � I � U 16• a4 ;O CRDSS SECTI❑N BB' O ar �` i— N❑T TO SCALE1 CD 1 CD I PROPOSED 12' WIDE GRAVELv/ DRIVEWAY OVER UPLAND STRUCTURAL FILLI C7 LOT 18 (15' WIDE IMPACT WIDTH) i I Fo' � � � 2.20 AC q_ S78°408„E 2 WETLANDS DATA TOTAL WETLANDS ON THE PROPERTY: 66,504 SF (1.52 ACRES) PROPOSED IMPACT AREA: 863 SF (0.019 AC) a C'd 6 THICK ROCK/ 80.00 STRUCTURAL LOT17 \ FILL GRAVEL DRIVEWAY �12 s r THIS CERTIFIES THAT THIS COPY OF THE PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 15' 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE CROSS SECTION UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN TYPICAL DRIVEWAY PAD THE LAW OR OUR PUBLISHED REGULATIONS, THE NOT TO SCALE DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS NOTES: FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS 1. PROPERTY BOUNDARIES SHOWN ARE DETERMINATION UTILIZED THE APPROPRIATE REGIONAL BASED ON A SURVEY BY LINWOOD JONES. SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF ENGINEERS WHICH ALSO REFLECTS WETLANDS LINES AS WETLANDS DELINIATION MANUAL OF JUNE 8. 2015. 2. DRIVEWAY DRAINAGE PIPE (RCP OR HDPE) REGULATORY OFFICIAL: SHALL BE INSTALLED AS NECESSARY INSIDE OF STREET RIGHT OF WAY. TITLE: WETLANDS DATE: PROPOSED IMPACT AREA USACE ACTION ID: IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND'OR BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS. REQUIREMENTS, METHODS OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C. UNIFORM BUILDING CODE. LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL, PE, PLS, PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN VIOLATION OF COPYRIGHT LAWS. WESTON LYALL, PE, PLS, PLLC OLD FOLKSTONE ESTATES WESTON LYALL, PE, PLS, PLLC LOT 18 WETLANDS IMPACT 214 US HIGHWAY 17N. SUITE 1 HOLLY RIDGE, NC. 28445 HOLLY RIDGE, NC PHONE: 910.329-9961 FIRM #P-0937 PROPOSED DRIVEWAY STRUCTURAL & CIVIL IMPACT ENGINEERING & LAND SURVEYING DRAWN BY: FILENAME: r SHEET: DATE: 4/25/2016 PW OFE-18.dwg 1 1 OF 1 *house dimensions altered by Gene Young, REHS, Applied Resource Managment, PC 1 1 1 I 1 1 I I 1 1 t 1 1 LOT 17 S7g°56'16" w E 278.77 ; l 0 WETLANDS J y w y w w w A' ° �F WETLANDS DATA TOTAL WETLANDS ON THE PROPERTY: 33,990 SF (0.78 ACRES) PROPOSED IMPACT AREA: 3,090 SF (.071 AC) 100 50 0 100 200 GRAPHIC SCALE 1"=100' 6" THICK ROCK/ STRUCTURAL GRAVEL DRIVEWAY FILL 23' I CROSS SECTION TYPICAL DRIVEWAY PAD \ NOT TO SCALE S73�Q131" y �8Q•20 F UPLANDS 30'-15' HDPE GRAVEL ROAD PIPE SHOWN STRUCTURAL FILL 2'3' tr ' 2'3' 1 '6 CROSS SECTION BB' NOT TO SCALE NOTES: 1. PROPERTY BOUNDARIES SHOWN ARE BASED ON A SURVEY BY LINWOOD JONES, WHICH ALSO REFLECTS WETLANDS LINES AS OF JUNE 8, 2015. 2. DRIVEWAY DRAINAGE PIPE (RCP OR HDPE) SHALL BE INSTALLED AS NECESSARY INSIDE OF STREET RIGHT OF WAY. WETLANDS PROPOSED IMPACT AREA IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS. METHODS OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C. UNIFORM BUILDING CODE, LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL, PE, PLS. PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN VIOLATION OF COPYRIGHT LAWS. AVEL ROAD 30-15' HDPE STRUCTURAL PIPE SHOWN FILL 13' "`� 13' X� 1 CROSS SECTION AA' w NOT TO SCALE y \w y i\ y y w y w � w w w W y y y .WETLANDSw y 81.08 THIS CERTIFIES THAT THIS COPY OF THE PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED 13Y THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZED THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF ENGINEERS WETLANDS DELINIATION MANUAL REGULATORY OFFICIAL: TTLE: DATE: USAGE ACTION ID: WESTON LYALL, PE, PLS, PLLC OLD FOLKSTONE ESTATES PROPOSED 20' WIDE GRAVEL DRIVEWAY OVER 214 US HIGHWAY 17N. SUITE 1 STRUCTURAL FILL �'LOT 16 (23' WIDE IMPACT WIDTH) O \ 1 76 AC LOT 15 l O\ 30'-15' HDPE GRAVEL ROAD PIPE SHOWN STRUCTURAL FILL 2'3' tr ' 2'3' 1 '6 CROSS SECTION BB' NOT TO SCALE NOTES: 1. PROPERTY BOUNDARIES SHOWN ARE BASED ON A SURVEY BY LINWOOD JONES, WHICH ALSO REFLECTS WETLANDS LINES AS OF JUNE 8, 2015. 2. DRIVEWAY DRAINAGE PIPE (RCP OR HDPE) SHALL BE INSTALLED AS NECESSARY INSIDE OF STREET RIGHT OF WAY. WETLANDS PROPOSED IMPACT AREA IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS. METHODS OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C. UNIFORM BUILDING CODE, LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL, PE, PLS. PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN VIOLATION OF COPYRIGHT LAWS. AVEL ROAD 30-15' HDPE STRUCTURAL PIPE SHOWN FILL 13' "`� 13' X� 1 CROSS SECTION AA' w NOT TO SCALE y \w y i\ y y w y w � w w w W y y y .WETLANDSw y 81.08 THIS CERTIFIES THAT THIS COPY OF THE PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED 13Y THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZED THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF ENGINEERS WETLANDS DELINIATION MANUAL REGULATORY OFFICIAL: TTLE: DATE: USAGE ACTION ID: WESTON LYALL, PE, PLS, PLLC OLD FOLKSTONE ESTATES WESTON LYALL, PE, PLS, PLLC LOT 16 WETLANDS IMPACT 214 US HIGHWAY 17N. SUITE 1 HOLLY RIDGE, NC. 28445 HOLLY RIDGE, NC PHONE: 910.329-9961 FIRM #P-0937 PROPOSED DRIVEWAY STRUCTURAL & CIVIL IMPACT ENGINEERING & LAND SURVEYING R1: 8/9/2016 DRAWN BY: FILENAME: SHEET: DATE: 4/25/2016 PW OFE-16.dwg I 1 OF 1