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HomeMy WebLinkAbout20140835 Ver 1_401 Application_20140814E PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street • P.O. Box 976 Jacksonville, NC 28541 -0976 910 -455 -2414 • Fax: 910455 -3441 Firm License Number F -0108 LETTER OF TRANSMITTAL TO: Mr. Mickey Sugg, Regulatory Project Manager U.S. Army Corps of Engineers 69 Darlington Ave. Wilmington, NC 28402 WE ARE SENDING YOU: aping Hori2pS DATE: August 1, 2014 REF: The Farm At Hunter's Creek Onslow County, NC 404 Wetlands PCN One (1) original Wetlands Pre - Construction Notification Form; One (1) copy of the following: Stormwater Narrative; the Wetlands Impact Narrative; and the Wetlands Impact Maps (Sheets 1 -2 of 2). DELIVERY VIA: 0 Regular Mail ❑ Hand ❑ Federal Express ❑ UPS Overnight ❑ UPS Ground ❑ Other THESE ARE TRANSMITTED AS CHECKED BELOW: 0 For Approval ❑ As Requested ❑ For Review and Comment ❑ For Your Use ❑ For Bids Due ❑ Other COMMENTS: PE Copies To: Michael G. Tuton, Vice President - Hunter Development Corp. (w /enclosures) Mr. Ian McMillian, NCDENR (w /5 copies of PCN & Sheets 1 -2 of 2) JAH /mrs CF (P), LAM c3. JAH. LOT. Sugg.TheFarmAtHuntersCreek.404. WetlandsPCN.8.1.14 (f enclosures are not as noted, kindly notify us at once) EMAIL ADDRESS: TEXT MESSAGES TO: paitextQbizec.rr.com MAPS AND PLANS TO: paidraftna.bizec.rr.com • ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS • FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS oti warF9 Office Use Only: 2 0 1 4 p g 3 5 Corps action ID no. o Y DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: X❑ Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? © Yes ❑ No 1 d. 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 [I Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes © No For the record only for Corps Permit: ❑ Yes Q 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 ® No 1 g. 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 Q No 2. Project Information 2a. Name of project: The Farm at Hunter's Creek 2b. County: Onslow 2c. Nearest municipality / town: Jacksonville 2d. Subdivision name: The Farm at Hunter's Creek L 01 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Sue C. Tuton 3b. Deed Book and Page No. 1076/149 3c. Responsible Party (for LLC if applicable): r 3d. Street address: 1000 Hunter's Trail 3e. City, state, zip: Jacksonville, NC 28541 3f. Telephone no.: (910) 577 71441 3g. Fax no.: (910) 577 -7319 3h. Email address: N/A Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent X❑ Other, specify: Developer 4b. Name: Michael G. Tuton 4c. Business name (if applicable): Hunter Development Corp. 4d. Street address: 1000 Hunter's Trail 4e. City, state, zip: Midway Park, NC 28544 4f. Telephone no.: (910) 577 -1441 4g. Fax no.: (910) 577 -7319 4h. Email address: mtuton @hunternc.com 5. Agent /Consultant Information (if applicable) 5a. Name: Jason A. Houston, PE 5b. Business name (if applicable): Parker & Associates, Inc. 5c. Street address: 306 New Bridge Street 5d. City, state, zip: Jacksonville, NC 28540 5e. Telephone no.: (910) 455 -2414 5f. Fax no.: (910) 455 -3441 5g. Email address: paitext @bizec.rr.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Tax Pin: 439604843272 1 b. Site coordinates (in decimal degrees): I Latitude: 34.7437 Longitude: 77.3423 1 c. Property size: 150 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Northeast Creek 2b. Water Quality Classification of nearest receiving water: SC;NSW 2c. River basin: White Oak River Basin 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: Previously timbered land /Located in developed neighborhood. Single family homes 3b. List the total estimated acreage of all existing wetlands on the property: 41.6 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct a sewer main under an existing wetlands' drain to a new sewage pump station. 3e. Describe the overall project in detail, including the type of equipment to be used: Typical excavator for digging and placing ductile iron sewer main 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑X Yes ❑ No ❑ Unknown Comments: Not Signed 4b. If the Corps made the jurisdictional determination, what type of determination was made. E] Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Haywood Pitman Agency /Consultant Company: Other: Pittman Soil Consulting 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No ❑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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Permanent (P) or Corps (404,10) or impact Temporary T DWQ (401, other) (acres) W1 T Utility Crossing Riparian Yes Corps 0.04 W2 Choose one Choose one Yes /No 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: 0.04 2h. Comments: 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number Permanent (P) or intermittent (INT)? jurisdiction stream length Temporary (T) width (linear (feet) 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 0 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 individually 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 0 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. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: p 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: 0 Comments: rage 5 of 'i u D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All 41.6 acres of wetlands have been excluded from any impact This utility crossing is performed perpendicular to the wetland drain and is the only way to direct sewer flow into the new pump station. 1b. Specificafly describe measures taken to avoid or minimize the proposed impacts through construction techniques. Use minimum width necessary for utility construction. Silt fence and Erosion Control. 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 ® 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 ❑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: 120 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? X ❑ Yes ❑ 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: o 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) I. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ❑ Yes ❑X No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. vvnai is the overau percent imperviousness of this project? 24% 2b. Does this project require a Stormwater Management Plan? Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Roadside ditches 2e. Who will be responsible for the review of the Stormwater Management Plan? DWQ Stormwater Program 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this ro'ect? ❑ Phase II 3b. Which of the following locally - implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been []Yes No attached? 4. DWQ Stormwater Program Review OCoastal counties 4a. Which of the following state - implemented stormwater management programs apply ❑HOW (check all that apply): ❑ORW ❑Session Law 2006 -246 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑Yes Q 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 El Yes 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? ❑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 development, []Yes ®No additional 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. Each of these residential lots will flow by gravity to either existing sewers or to the new sewage station This pumping pumping station will then pump sewage through a 6" sewage force main up to Piney Green Road where it will connect to an existing 14" SFM, owned and operated by ONWASA. 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 X Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes Q No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 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? TO Yes Q No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? SAFMC EFH Viewer - Essential fish habitats GIS map online. 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? Used the NC historic GIS map 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes Q No 8b. If yes, explain how project meets FEMA requirements: Within the Riparian Buffer Zone. 8c. What source(s) did you use to make the floodplain determination? Flood Map FIRM CPN 370340 -4396J (Onslow County) effective November 3, 2005 Michael G. Tuton . A ►. G kature q - �j1- Applicant/Agent's Printed Name Date Applicant/Agent's (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 a .L v �i Ex. Firethom __ Lane Temporary Impact Area #1 0.04 Ac. Total Riparian, Non - Riverine Z.. v b Longho x G�0 Wheatmill Lane -\ o \ Future Wetlands Overlook Q � \ Line \ Lane \ Future (Typ•)o� Farmland Haystack \Cow a\j, Drive Lane \ A o\ � Wetlands \ O� \ Line or \ \6Lt \ (TYP) TYail X00 Line (TYP•) Road k R / La O� x3R� w� I ' w� Wetlands Impact Notes: 1. Any work within wetland areas shall conform to the conditions in the Department of the Army Corps of Engineers Nationwide Permit No. 12. 2. Temporary crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow access of construction equipment to prepare for the installation of the utilities on both sides of the crossing. Grubbing or land disturbance of the subject area shall not be performed until the stormwater and sewer materials, and erosion and sediment control measures sufficient to substantially complete the construction and stabilization of the crossing are staged or stockpiled at the location. Due consideration shall be given to impending inclement weather conditions that may adversely affect the completion of the crossing in the shortest time practicable. 3. No construction of the crossing shall commence in the wetlands until all materials needed for the cros ' are staged on site. 4. When possible, work in the wetlands shall be done during periods of dry weather. If this is not possib - wetlands crossing shall be dammed up, and the water shall be pumped around and to the downslope sid erosion. 11 5. Work in the wetlands shall be completed in the minimum time necessary. nn 6. Silt fence shall not be placed in the wetlands. Upon dressing the temporary impacts silt fence should e i 4UT ahmde12014 to wetlands line and perpendicular to impacts. Restoration Notes: Wetland areas cleared for construction must be restored and re- vegetated to the maximum extent practical. Fescue grass shall not be used. Existing grade shall be established during restoration to the maximum extent possible. Le For ditch crossings, regrade slopes back at 3:1 or flatter. At all impact areas, prep the topsoil (stockpiled for reuse) and Ex. Adobe \ Lane seed with wetland seed mix and winter rye grain. At both impacts an Excelsior Curlex blapp g�;all be placed and staked to diminish erosion while is IM M1111, Ac. - Acres �P vegetation established on the ditch banks. CARO l � Ex. - Existing ,� `20.OFESS /Oytiy% GRAPHIC SCALE: 1"=600' (TYP•) - Typical ; Site = ; 4�' SEAL 0 300 600 1200 1800 Hunter's Trail .o y r. — — — — — — — 1 Z; N.C.S.R. 1860 y�ig i • • . I - Wetlands Project: Developer: Q �P a Hunter Development _ - Wetlands Line . Consulting Engineers — Land Surveyors — Land Planners trig Eorizo HUNTER'S CREEK Corporation p - h' Z N `i Drawn: BLD, JJL ::::..::•...::: Jacksonville, North Carolina :.:::...: ::.;.• ..::.• :...:.:::::::::::::..:•:. Phone (910) 455 -2414 — Fax (910) 455 -3441 j Adobe p <�� - (910) 577 -1441 kb Q i � Lane Z M =="_4f bw ^. °h �' �•�O(,, /-M--.;, Creek - cn Qom' ee,F � •`fie -s ��/ o�N yY% 5 "C sR ;829/ 2 0 1 4 0 8 3 VICINITY SKETCH Not To Scale Wetlands Impact Notes: 1. Any work within wetland areas shall conform to the conditions in the Department of the Army Corps of Engineers Nationwide Permit No. 12. 2. Temporary crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow access of construction equipment to prepare for the installation of the utilities on both sides of the crossing. Grubbing or land disturbance of the subject area shall not be performed until the stormwater and sewer materials, and erosion and sediment control measures sufficient to substantially complete the construction and stabilization of the crossing are staged or stockpiled at the location. Due consideration shall be given to impending inclement weather conditions that may adversely affect the completion of the crossing in the shortest time practicable. 3. No construction of the crossing shall commence in the wetlands until all materials needed for the cros ' are staged on site. 4. When possible, work in the wetlands shall be done during periods of dry weather. If this is not possib - wetlands crossing shall be dammed up, and the water shall be pumped around and to the downslope sid erosion. 11 5. Work in the wetlands shall be completed in the minimum time necessary. nn 6. Silt fence shall not be placed in the wetlands. Upon dressing the temporary impacts silt fence should e i 4UT ahmde12014 to wetlands line and perpendicular to impacts. Restoration Notes: Wetland areas cleared for construction must be restored and re- vegetated to the maximum extent practical. Fescue grass shall not be used. Existing grade shall be established during restoration to the maximum extent possible. For ditch crossings, regrade slopes back at 3:1 or flatter. At all impact areas, prep the topsoil (stockpiled for reuse) and Ex. Adobe \ Lane seed with wetland seed mix and winter rye grain. At both impacts an Excelsior Curlex blapp g�;all be placed and staked to diminish erosion while is IM M1111, vegetation established on the ditch banks. CARO l � `20.OFESS /Oytiy% GRAPHIC SCALE: 1"=600' = ; 4�' SEAL 0 300 600 1200 1800 = 34978 = FEET �- �sp'a;G� Overall Wetlands Impact Map - Sheet 1 of 2 • ' Project: Developer: Date: 01/15/14 Parker & Associates Inc THE FARM AT Hunter Development Scale: 1" =600' . Consulting Engineers — Land Surveyors — Land Planners trig Eorizo HUNTER'S CREEK Corporation p - Field book: N/A File Name: FHC- Wetland Im act.dw P g Disk Name: Acad #1045 P.O. Box Bridge — 28541 -0978 308 New Bridge Street — 28540 :::::.;• P.O. Box 1066 Jacksonville, North Carolina 28541 Drawn: BLD, JJL ::::..::•...::: Jacksonville, North Carolina :.:::...: ::.;.• ..::.• :...:.:::::::::::::..:•:. Phone (910) 455 -2414 — Fax (910) 455 -3441 White Oak Twp., Onslow Co., North Carolina (910) 577 -1441 Job No 5130124 -5544 Firm License Number: F -0108 Section III The Forest of Hunters Creek M.B. 32, Pg.164 Project: Legend: Ac. - Acre (L- Centerline D.B. - Deed Book D.I. - Ductile Iron inv. - Invert emh - Existing Manhole EOG - Edge of Gravel epp - Existing Power Pole ewm - Existing Water Meter Ex. - Existing LF - Linear Feet M.B. - Map Book MH - Manhole Min. - Minimum Pg. - Page SFM - Sewage Force Main 5PS - Sewage Pump Station 55 - Sanitary Sewer Sta. - Station Typ. - Typical 41 ; emh _ top 17.15 CL inv.11.66 Ex. 30' x40' SPS Site \PP ewm ex. wet well top 16.79 ex. drop inv. 10.92 fence rLinv. 6.78 g9 LF 8 "55 43 i W W W W W W W Plan View acaIe: i =-tv THE FARM AT HUNTER'S CREEK White Oak Twp., Onslow Co., North Carolina I 41 - Adjoiner Lot Number 132 - Lot Number j I - Wetlands 0 0--o— - Fence Line F-- - Existing Sewage Force Main E— E-- - Proposed Sewage Force Main - Proposed Waterline - ••— ••— ••— •• —••— — — - - Wetlands Line Temporary Impact Area #1 0.04 Ac. Total Riparian, Non - Riverine ` Wetlands W Line (Typ.) W W W W ` Basket Strainer W W Manhole 132 INew Pump I Station M 0 +00 Line "A" 1 12' Wide 8" Thick Gra, Drive Crown Grade 2% 1+00 Profile View Scale: Vertical 1" = 4' Horizontal 1" = 40' 2+00 �������1'CAR��A�i C O�ESS /o`�'L9 4- ti :4 SEAL 9r+; 34978 .e' MH 72 LF 8 "55 #25 256 LF 8 "55 �Pp ,�7�f/� 6" PVC SFM A #24 sewer Line - "B" I GRAPHIC SCALE: 1"= 0' 1.0" Water 0 40 80 120 131 Service Line 3' Off EOG FEET Overall Wetlands Impact Map - Impact Area #1- Sheet 2 of 2 Developer: Date: 01/15/14 Parker & Associates, Inc. Hunter Development Scale: As Noted Consulting Engineers — Land Surveyors — Land Planners ping Hori Field book: N/A P.O. Boa 976 — 28541 -0976 Corporation File Name: FHC- Wetland Impoct.dwg 306 New Bridge Street — 28540 P.O. Box 1066 Disk Name: Acad #1045 Jacksonville, North Carolina Jacksonville, North Carolina 28541 Drawn: BLD, JJL Phone (910) 455 -2414 — Fax (910) 455 -3441 (910) 577 -1441 Job No.: 5130124 -5544 Firm License Number: F -0108 G 25 25 d d d 3 _l L = N c +, C� V% ) 0 CL v cCL oxi ) 6ea t -cider F�r� lr• Calvet' Top of Manhole #24 Ito be 3' Above Ex. Grade �1 6" PVC SFM ° 2 LF 8" DI 55 @ I EE256 LF 8" ')I-55 @_0.45% rn o in o% rn . C 10 v� o� 0 +00 Line "A" 1 12' Wide 8" Thick Gra, Drive Crown Grade 2% 1+00 Profile View Scale: Vertical 1" = 4' Horizontal 1" = 40' 2+00 �������1'CAR��A�i C O�ESS /o`�'L9 4- ti :4 SEAL 9r+; 34978 .e' MH 72 LF 8 "55 #25 256 LF 8 "55 �Pp ,�7�f/� 6" PVC SFM A #24 sewer Line - "B" I GRAPHIC SCALE: 1"= 0' 1.0" Water 0 40 80 120 131 Service Line 3' Off EOG FEET Overall Wetlands Impact Map - Impact Area #1- Sheet 2 of 2 Developer: Date: 01/15/14 Parker & Associates, Inc. Hunter Development Scale: As Noted Consulting Engineers — Land Surveyors — Land Planners ping Hori Field book: N/A P.O. Boa 976 — 28541 -0976 Corporation File Name: FHC- Wetland Impoct.dwg 306 New Bridge Street — 28540 P.O. Box 1066 Disk Name: Acad #1045 Jacksonville, North Carolina Jacksonville, North Carolina 28541 Drawn: BLD, JJL Phone (910) 455 -2414 — Fax (910) 455 -3441 (910) 577 -1441 Job No.: 5130124 -5544 Firm License Number: F -0108 G