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Home My WebLink About20160042 Ver 2_BA Approval_20181004NORTH CAROLINA KOY COOPER grrvironmenrdl Quality Go+ rew MICHAEL S. RECAAI &—tary LINDA CULPEPPER Infer Dhwtor October 5, 2018 Nolan Commercial Contractors, Inc. Attn: Mr. Nolan W. Sydes, President 100 Carolina Plantations Blvd. Jacksonville, NC 28546 DWR # 16-0042 V2 PITT County Subject: AUTHORIZATION CERTIFICATE PER THE NEUSE RIPARIAN BUFFER PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS VILLA GRANDE PHASE TWO Dear Mr. Sydes: You have our approval for the impacts listed below for the purpose described in your application dated August 28, 2018, received by the Division of Water Resources (Division) on September 7, 2018 with subsequent information received on October 5, 2018. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This Authorization Certificate shall expire five (5) years from the date of this letter. This approval requires you to comply with the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Buffer Rules are met. No other impacts are approved, including incidental impacts [15A NCAC 02B. 0233(8)]. Type of Impact Amount Approved Amount Approved Plan location/ (units) (units) Reference Permanent Temporary Attached Buffers B1 (New Stormwater 1,057 (square feet) 0 (square feet) Outfall) Zone 1 Sheet: 14 of 14 B1 (New Stormwater 704 (square feet) 0 (square feet) Outfall) Zone 2 DEQ North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 252-946-6481 VILLA GRANDE PHASE TWO DWR# 16-0042 V2 BUFFER APPROVAL Page 2 of 3 2. Diffuse Flow An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re -concentrate before discharging into the stream as identified within 15A NCAC 2B .0233(5). The Permittee shall replant the vegetation within temporarily disturbed areas associated with this project in an "in kind" manner immediately following construction. (Example: Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed areas with pre-existing trees or woody vegetation must be replanted with trees and woody vegetation. Disturbed areas with pre- existing forest vegetation must be replanted with forest vegetation including at least two different native hardwood tree species at a density sufficient to provide 260 trees per acre at maturity. This density can usually be achieved by planting approximately 360 (11 x 11 spacing) to 538 (9 x 9 spacing) trees per acre.) Restoration of trees/shrubs/forest must be completed by the first subsequent planting season (November 1 through March 30). Note, if the tree plantings do not survive, they will need to be replaced such that the density is sufficient to provide 260 trees per acre at maturity. [15A NCAC 02H.0507 (c), 15A NCAC 02H .0506 (b)(3), and 15A NCAC 0213 .0233 (6)] 4. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Authorization. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and Authorization and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)] 5. This approval and its conditions are final and binding unless contested. (G.S. 143-215.51 This Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. �DE North Carolina Department of Environmental Quality (Division of Water Resources - Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 252-946-6481 Mailing address for the OAH: If sending via US Postal Service Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 VILLA GRANDE PHASE TWO DWR# 16-0042 V2 BUFFER APPROVAL Page 3 of 3 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DEQ: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review of the Division under the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Anthony Scarbraugh at 252-948-3924 or anthony.scarbraugh@ncdenr.gov if you have any questions or concerns. Sincerely, Robert Tankard, Assistant Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ cc: Laserfiche Bobby Billingsley, Thomas Engineering, PA (via email: BobbyBillingsley@ThomasEngineeringPA.com) North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 252-946-6481 GRAPHIC SCALE 20 10 0 20 69 �ar ES AB WE VEGETATED SHELF TO IM TURAL GRWND FOREBAY 105 6.49AC 21474 SF I _------ I FULLY SODDED SLOPES ABOVE VS, TO TOP OF SLOPE, TYP. CUPTILL SLOPE TC NATURAL GROUND FULLY SODDED SODDED SLOPES ABOVE V.S. TO TOP OF SLOPE, TYP. CUT FILL NATURAL 104 0 0 0 0 0 zm ; J oM ns0 0 5w z Ar = Arrowhead (Sagitta"ia longiloba), Pi = Pickerel weed' (Pontederia corada), _ �_ Y '4✓^ _� ._ '`t \ Sw = Sweet flag (Acorus spp.) \ VEGETATIVE SHELF PLANTING DETAIL (TYP.) saw _.� s've sneI s FOREBAY LMM EMERGENCY SPILLWAY®6&00' ,SS TRON FIOLOTE)1 /f .._.Perm. Pool _\...\ Pond Graded Sol 12' Modified Sol SOIL MODIFICATION PP LENGTy = 20 p I 1. VEGETATIVE SHELF PREPARATION 6 PLANTING SOIL PREPARATION -THE CONTRACTOR IS TO EXCAVATE BEYOND THE FINISHED GRADE OF THE VEGETATIVE SHELF BY 12" IN ORDER TO INSTALL 12" OF MODIFIED F61 AS INDICATED BELONV. 0 FINISHED GRADE THE OF 12"OF 1,057 SF PIPE & RIP RAP INSUMEA SOIL PH FAOPPROXWATELYB,MENT WRHAMONIMUM -' Tf N BE USED TO INCREASE THE ORGANIC MATTER, VWHILE \ IN ZONE 1 SOILPH. i 3. THE CONTRACTOR SHALL STRIPANJ STORE SITE TOPSOIL PRIOR TO POND GRADING ACTIVITIES FOR THE MAIN POND lPURPOSE OF TOP DRESSING THE POND, AND BACKFILLING THE VEGETATIVE SWELF. 4. VEGETATIVE SHELF PLANTINGS SHALL BE INSTALLED UPON COMPLETION FANY CLEANOUTAND REGRADING \ / \ / \T IwRaRY SKa j' SEDIMENTBASIN DURING CONSTRUCTION. eorTOM PoND®sal ao J l`!1'( / - 704 SF PIPE & TEMPORARY FD HEREIN, ARE TO BE PLACED WMH 30 DAYS OF GRADIING sEOIMEi.rs7 'L ] IDT TO BE INSTALLED BETWEEN OCTOBER ISTAND MARCH IST. IT \ Tp¢ecE®s4.ar sa -�- D.' JL RBANCE IN ONE IVE SHELF PLANTINGS BETWEEN APRIL ISTAND AUGUST 31ST. -. uwrr nc�cnx �cn uu�cn w 1 v x Ino uw ED TO EACH PLANT WHILE BEING INSTALLED. SLO W RELEASE s>' INsrau. AUGETIED srAWIEss FERTILIZER SHALL FEED THE PLANTINGS FOR A MINIMUM F 12 MONTHS. 56',59' STEEL ANGpR sTRAPsO 6' 7. THE OWNER IS TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF 1S MAINTAINED) ?PRMANENrp00L a W..W(90, SMEINTERVALSTOWTSLOPEIXTE4T5 ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDURES ON FLE Wl'TH NCDENR. TOa VEO SNar a 84ar 81 62 eS . -, I I / 8. FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING SEASON, ALL __/ PLANTS THAT DID NOT SURVIVE THE INITIAL APPLICA ITCH SHALL BE REPLACED ANDIOR REINSTALLED. TEMP STORAGE ®65e0' 64' 1 i \ 9.WEEDING SHALL TAKE PUCE AS NECESSARY IN ORDER rO EXPEL UNDESIRABLE VEGETATION. ss' 17 I 10 . ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR PURCHASE ------- INFORMATION CONTAINER SIZES VARY, BUT TYPICALLYARE OF DIAMETERS LESS THAN 4". 66 _ .�,•_ ., POND GRADING AND CONSTRUCTION SCHEDULE y _ - __ '.. -.- . - -\, � CONTRACTOR SHALL INSTALL STORMWATER POND MID EMERGENCY SPILLWAYAT THE SAME TAME + -- -- AS EROSION CONTROL MEASURES ARE INSTALLED AND USE THE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENTGROUNDCOVER IS ESTABLISHED, THE CONITRACTOR SHALL DE -WATER THE POND AND REMOVE ALL ACCUMULATED SEDIMENTAND RESTORE THE POND TO THE GRADE AND CONTOURS AS INDICATED ON THIS PLAN ALTERNATELY, THE CONTRACTOR MAY kk !+ "OVER -EXCAVATE" THE POND DURING INITIAL INSTALLATION TOALLO W FOIR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNOCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE AND VERIFY TO THE ENGINEER THAT THE -.. f APPROPRIATE GRADE AND CONTOURSARE PROVIDED. i ' EMBANKMENT MATERIALS AND GRADING + ALL EMBANKMENTS SHALL BE CONSTRUCTED OF UNIFORM NATIVE MATERIAL, FREE OF EXCESS j { SILT, ROCKGRA VEL, DEBRIS, AND VEGETATIVE MATTER, AND COMPACTED TO 95% F MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1577 FOR r TO 12" LIFTS. + /•J/,� `,�I TRASHRACKMTHANrFV0RTIX RISER TOP EL. 65.50' / PLArEe TRA8HGITARD �� Ns2�69LeA-w Sm i PVC SCH. 4 HO LF OF 24'CMP I8'X4e'ANTISEEPPLATE STRAP— LALUMNUM) IN FLANGEDJOINT STORMWATER POND PLAN t CROSS SECTION NA -A" CROSS SECTION 1B -B" - POND LONGITUDINAL I'll, FULLY SODDED SLOPES ABOVE V.S. TO TOP � OF SLOPE, TYP. * CUTiFILL SLOPE TO NATURAL GROUN D 64.00' EL.: 63.00' DRAIN, CAP, 6 SEAL AFTER SKMIIffRREMOVAL <v s I=V(ALOMeM6 EL. 6tm0 a-srus CAUIIt I OR SEA ORIFICE CAP ORILLJ WATERRGNT 2.5'DIA. HOLE - ra — coNc. sue PONDBDTTON 11.s 10-0 15'TOPWIDM4-WWRETE OUTLET STRUCTURE DETAIL CONCRETE EMERGENCY 4Xw NFORCED) SPILLWAY 3' 6' X CONCRETE CO O TOP: no, SPILLWAY 9.31 TOPEL 31 EMERGENCY SPILLWAY SECTIONON FILTERON A aoR FABRIC N.T S MIN. 4" TYP — _') FULLY SODDED SLOPES ABOVE VS TO TOW ��OF.SLOPE, TYP. 0 '-CUPFILL SLOPE TO 1 NATURAL GROUND TRASH RACK DETAIL N.T.S. POND VOLUMES N.T S LMp N L �� Nam 01°� Q m LA_ z W N - h r" Cs N 0 M p M >< m � LILT N � U O q� V OWNER -DEVELOPER NOLAN COMMERCIAL CONTRACTORS, INC. PO BOX 7122 JACKSONVILLE, NC 2854 W OFFICE: (910) 4556958 1 l CONSULTING ENGINEER/SURVEYOR ■�� THOMAS ENGINEERING, P.A. P.O. BOX 1309 - 1316-B COMMERCE DRIVE _ NEW BERN, NORTH CAROLINA 28563 OFFICE: (252) 637.2727 FAX: (252) 636.2448 _A 0Z F/NAL DRAWINGS Released forpermits only. not released for construcrion. .w��INEn_ fy .+ fig Olp' los WET DETENTION BASIN VILLA GRANDE PHASE TWO & PHASE ONE RECONFIGURATION WINTERVILLE - PITT COUNTY- NORTH CAROLINA SCALE: AS SHOWN DATE: 08.15.18 PROJECT #: 2015-004 SHEET: 14 0114 FULLY SODDED SLOPES ABOVE VS TO TOW ��OF.SLOPE, TYP. 0 '-CUPFILL SLOPE TO 1 NATURAL GROUND TRASH RACK DETAIL N.T.S. POND VOLUMES N.T S LMp N L �� Nam 01°� Q m LA_ z W N - h r" Cs N 0 M p M >< m � LILT N � U O q� V OWNER -DEVELOPER NOLAN COMMERCIAL CONTRACTORS, INC. PO BOX 7122 JACKSONVILLE, NC 2854 W OFFICE: (910) 4556958 1 l CONSULTING ENGINEER/SURVEYOR ■�� THOMAS ENGINEERING, P.A. P.O. BOX 1309 - 1316-B COMMERCE DRIVE _ NEW BERN, NORTH CAROLINA 28563 OFFICE: (252) 637.2727 FAX: (252) 636.2448 _A 0Z F/NAL DRAWINGS Released forpermits only. not released for construcrion. .w��INEn_ fy .+ fig Olp' los WET DETENTION BASIN VILLA GRANDE PHASE TWO & PHASE ONE RECONFIGURATION WINTERVILLE - PITT COUNTY- NORTH CAROLINA SCALE: AS SHOWN DATE: 08.15.18 PROJECT #: 2015-004 SHEET: 14 0114 q� V OWNER -DEVELOPER NOLAN COMMERCIAL CONTRACTORS, INC. PO BOX 7122 JACKSONVILLE, NC 2854 W OFFICE: (910) 4556958 1 l CONSULTING ENGINEER/SURVEYOR ■�� THOMAS ENGINEERING, P.A. P.O. BOX 1309 - 1316-B COMMERCE DRIVE _ NEW BERN, NORTH CAROLINA 28563 OFFICE: (252) 637.2727 FAX: (252) 636.2448 _A 0Z F/NAL DRAWINGS Released forpermits only. not released for construcrion. .w��INEn_ fy .+ fig Olp' los WET DETENTION BASIN VILLA GRANDE PHASE TWO & PHASE ONE RECONFIGURATION WINTERVILLE - PITT COUNTY- NORTH CAROLINA SCALE: AS SHOWN DATE: 08.15.18 PROJECT #: 2015-004 SHEET: 14 0114 NORTH CAROLINA ROY COOPER Environmental Quality Governor MICHAEL S. RECAN secretary LINDA CULPEPPER Interim Director DWQ Project No.: _ Applicant: Project Name: Date of Issuance of Wetland County: Upon completion of all work approved within the 401 Water Quality Certification and/or Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401 & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and /or Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional I, as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Registration No. Date North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 252-946-6481