Loading...
HomeMy WebLinkAbout20090527 Ver 1_DCM Permit_20090819 Permit Class NEW Permit Number 11 0-09 STATE OF NORTH CAROLINA Department of Environment and Natural Resources and ~@@~a~ll- /iil" Coastal Resources Commission lA'!,J . tEl Jtlermtt AUG 1 9 200 '"If"" DEN fior WETLANDS A~O ~1CT~RQUALlTY '"MW.~TER 8 -X- Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 -X- Excavation and/or filling pursuant to NCGS 113-229 Issued to Pasquotank County, PO Box 39, Elizabeth City, NC 27907-0039 Authorizing development in Pasquotank County at Albemarle Sound near the mouth of the Little River, between 155 & 157 Rebellion Point Rd., Eliz. City,as requested in the permittee's application dated 3/4/09 (MP-l) and 4/27/09 (MP- 2), including the attached workplan drawings (6), Vicinity Map dated received 3/13/09, drawing dated 5/08, and Sheet 27-30 dtd 2/09 This permit, issued on August 17~ 2009 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Discharge/Diffuser Structure 1) Unless specifically altered herein, this permit authorizes only the discharge/diffuser structure and associated warning pilings, all as expressly and specifically set forth in the attached permit application and workplan drawings. No other structure, whether floating or stationary, shall become a permanent part of this discharge/diffuser without permit modification. No non-water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 2) The alignment of the authorized discharge/diffuser structure shall adhere to the alignment depicted on the attached workplan drawings. Any proposal to change the alignment may require a modification of this permit. Contact a Division representative at (252) 264-3901 for this determination. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Any maintenance work or project modification not covered hereunder requires further Division approval. This permit shall be accessible on-site to Department personnel when the project is inspected for compliance. i// 1/ Jam s . Gregson, Director Division of Coastal Management All work shall cease when the permit expires on This permit and its conditions are hereby accepted. December 31, 2012 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signature of Permittee "-."'i.<;"')O<-:-<<"'~""0)-<;~'Y~~...;../><,""~;..(;oyor.oOo<;~~:"'~~*~:*~"'~i";..(I.o-_"">-~*"~'~,..ooj.-;..o.."'_;'--:"'>'<.~"''''~'';'')''>-;'''>>'.:",>X;--"":.o.-:>v.,,,,.,,,,/>(-..,,.-,~~>--.I-?<'''~.~"'.'''-~''''';''''''~:.''^~~>--'~;'''"':~';'-;-''''^'~;'''-'''''Jo.;;''''''''''''';....'~:''''''i''.'--.:'''\,{<<~~ ~~ ~ ,~ (. i :~ { I 3) * I * 4) Pasquotank County Permit # 110-09 Page 2 of 3 ~ ~ :1 :; i The portion of the pipe within the Albemarle Sound leading to the discharge structure shall be installed I by way of a directional bore. Any other method of installation shall require a modification of this :' pennit. I ADDITIONAL CONDITIONS The warning piling shall be installed as indicated on the attached workplan drawings, and shall conform with any and all appropriate regulations governing such structures, including but not limited to marking and lighting requirements of the N.C. Wildlife Resources Commission and/or the U.S. Coast Guard. . 5) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. I 7) -} y 6) The permittee shall maintain the authorized warning piling in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury that may be caused from existing or future operations undertaken by the United States in the public interest. ^ Spoil Disposal 8) All materials resulting from the directional boring shall be confined to the areas indicated on the attached permit application behind adequate retaining structures to prevent spillover of solids into any marsh or surrounding waters. Any proposal to change the disposal site may require a modification of this permit. Contact a Division Representative at (252) 264-3901 for this determination. Upland Development 9) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities associated with the development of the above referenced property, all as expressly and specifically set forth in the attached permit application and workplan drawings. Any additional land disturbing activities and/or construction may require a modification of this permit. Contact a Division of Coastal Management representative at (252) 264-3901 for this determination. Sedimentation and Erosion Control 10) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials resulting from the excavation of the estuarine shoreline for the directional boring drilling site do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, etc.). 11) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of any phase of grading on cut or filled slopes. ' j x t,,,,,::::::,,:: c::: ~ 0::::::::,,::::::::::::: :-0-::: o~::::c::::::: 0::0:::: o::::::::......,::co:::::::::::::::::::::::J,:C:::::::::: _::::: o:::~ '>;,",,"'V'" ~ Pasquotank County :l ~ Permit # 110-09 Page 3 of 3 'I' :i j I 112) ~ ADDITIONAL CONDITIONS Stormwater The Division of \Vater Quality approval of this project under stormwater management rules of the Environmental Management Commission is covered by way of Stormwater Permit No. SW7080503, which was issued on 5/29/08. Any violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit. General 13) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. :: 14) The water line must be directionally drilled a minimum of 10 feet below substrate of all jurisdictional wetlands and waters. 15) No Coastal Wetlands shall be excavated or filled, even temporarily. 16) No work shall take place on any property until such time as the permittee has obtained legal authority (i.e. deeds, easements, right of way encroachment agreements, etc.) for said property. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required, including, but not limited to, an authorization to construct from the Division of Environmental Health, Public Water Supply Section. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 264-3901 prior to the commencement of any such activity for this determination. The permittee is further advised that many non-water dependent activities are not authorized within 30 feet of the normal water level. NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3641 (DWQ Project No. 090527), which was issued on 6/18/09. NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No. SA W-2008-02626 which was issued on 8/13/09. L"""_"",_""""""",, <""""""""""""""""'~""""""""""_~_'"""""""J . :c~\L:',,; PROJECT NARRATIVE ) u ';pnr-, ~ ':." L,JU~J . :'0\ii~t:~#iJ~~W;'/i [:\,~. PASQUOTANK COUNTY REVERSE OSMOSIS FACILITY Hobbs, Upchurch & Associates, P.A. is in the process of designing and permitting a new Reverse Osmosis (RO) water treatment facility that will be constructed on land adjacent to Forman Bundy Road in the vicinity of Okisko Road. Ultimately, the water treatment facility will be capable of producing 5 million gallons of water per day. The water source will be withdrawn from a series of wells drilled into the brackish Castle Hayne aquifer. The brackish water will be trea,ted by RO membranes, which are designed to reject the dissolved salts in the feedwater stream and produce a product suitable for potable drinking water purposes. In this process approximately 75% of the feedwater will be recovered for potable uses called permeate and the balance is rejected and called concentrate. The concentrate will be pumped 18+ miles along the NCDOT right-of-way to a discharge header assembly located in the Albemarle Sound off Rebellion Point. There will be a temporary discharge location off of Halls Creek Road in the vicinity of the Halls Creek Bridge. This site will be used to dispose of water pumped during the well acceptance phase of the project. The construction of the temporary discharge is complete. The second phase of construction will extend the discharge force main from Halls Creek to the vicinity of Rebellion Point. A directional bore, which is the subject of this permit application, will begin approximately 100 feet landward from the shoreline and extend approximately 2,036 feet out into the Sound where the water depth is 7-foot. A bore pit approximately 10ft x 6ft x 3ft deep will be constructed where the bore begins. The discharge header will be attached to the bore pipe where emerges offshore. The discharge header will consist ofHDPE pipe with diffusers spaced to obtain maximum mixing of the concentrate effluent with the receiving body. The header will be anchored with three concrete blocks and one piling at the distal end. The piling will be driven into the bottom and extend 8-feet above the waterline and equipped with a USCG approved reflector. Other than the directional boring component, bottom disturbance will minimal; involving installation of the piling and concrete saddles associated with the discharge header. DeM MP-l APPLICATION for MaJor Development Permit ,', i ,) (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information . Business Name Project Name (if applicable) Pasquotank County REVERSE OSMOSIS WATER TREATMENT FACILITY Applicant 1: First Name MI Last Name RANDY KEATON Applicant 2: First Name MI Last Name If additional applicants, please attach an additional pagers) with names listed. Mailing Address PO Box City State 39 Elizabeth City NC ZIP COUl1try Phone No. FAX No. 279070039 PASQUOTANK 252 - 335 - 0865 ext 252 - 335 - 0866 Street Address (if different from above) City State ZIP 206 East Main St Elizabeth City NC 27907- Email keatonr@co.pasquotank.nc.us 2. Agent/Contractor Information Business Name Hobbs, Upchurch & Associates, PA AgenU Contractor 1: First Name EDWARD MI F Last Name LAWLER AgenU Contractor 2: First Name MI Last Name Mailing Address PO Box 1929 City Nags Head State NC ZIP 27959 Phone No. 1 252-441-3913 ext Phone No. 2 ext FAX No. 252 441 2100 Contractor # Street Address (if different from above) 2522 SOUTH CROATAN HWY SUITE 2A City Nags Head Stale NC ZIP 27959 - Email elawler@hobbsupchurch.com <Form continues on back> 252...B()B..2{~on 1.8(; fi -4 R C (r ,A S 1 " " \IV W W . 51 ("'; C 0 CJ; .so t ,(l i l:"n ii, f~ 8: ~j ift n'j is n t . n. ~." t Form OCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # PASQUOTANK field adjacent to 157 Rebellion Pt Rd SR 1103 Subdivision Name City State Zip N/A, - Phone No. Lot No.(s) (if many, attach additional page with list) - - ex!. . . . . a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project PASQUOTANK LITTLE RIVER c. Is the water body identified in (b) above. natural or manmade? d. Name the closest major water body to the proposed project site. [gINatural DManmade DUnknown ALBEMARLE SOUND e. Is proposed work within city limits or planning jurisdiction? 1. If applicable, list the planning jurisdiction or city limit the proposed [gIYes DNo work falls within. PASQUOTANK COUNTY 4. Site Description ... . ... .. . . a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq-fl.) 1860 ft 58 acres c. Size of individuallot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) , . , (If many lot sizes, please attach additional page with a list) 4ft DNHW or l8INWL e. Vegetation on tract rotated crops, forest 1. Man-made features and uses now on tract agricultural field, SF Dwelling g. Identify and describe the existing land uses adiacent to the proposed project site. single family residential subdivision to the the west of where the directional bore begins and agricultural fields surrounding the rest h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning? A-1 (Attach zoning compliance certificate. if applicable) [gIYes DNo DNA j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes [gINo k. Has a professional archaeological assessment been done for the tract? If yes. attach a copy. DYes 1:8:1 No DNA If yes. by whom? L Is the proposed project located in a National Registered Historic District or does it involve a DYes [gINo DNA National Register listed or eligible property? <Form continues on next page> ;~G2.~HnH~-~2t;-U~j 1_-8fj.B-..4RCO.t~s.'r ";"f'",Vl! ,",v. n G C Q ("'j, !; t ;\ ~ n1: ;.1 n ,,;), f!' Hl e- n t . n t Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit ~Yes DNo m. (i) Are there wetlands on the site? (ii) Are there coastal wetlands on the site? DYes I8lNo (iii) If yes to either (i) or (ii) above, has a delineation been conducted? (Attach documentation, if available) ~Yes DNo n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source. Pasquotank County Water System p, Describe existing storm water management or treatment systems. NA 5. Activities and Impacts . a. Will the project be for commercial, public, or private use? DCommercial I8l Public/Government DPrivate/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. CONCENTRATE DISPOSAL FROM A WATER PRODUCTION FACILITY UTILIZING REVERSE OSMOSIS TREATMENT OF BRACKISH GROUNDWATER c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. CONSTRUCTION OF THE DISCHARGE MAIN AND DIFFUSER IN THE ALBEMARLE SOUND WILL CONSiSt OF DIRECTIONALL Y BORING 2,036 FT OF HDPE PIPE INTO THE SOUND AND ATTACHING THE DISCHARGE ASSEMBLY WHICH WILL HAVE CONCRETE SADDLE ANCHORS ON THE HEADER AND ONE DRIVEN CONCRETE PILING. d. List all development activities you propose. INSTALL DISCHARGE FORCEMAIN TO THE POINT OF DIRECTIONAL BORE. RESTORE DISTURBED EARTH TO ORIGINAL CONDITION e. Are the proposed activities maintenance of an existing project, new work, or both? new work f. What is the approximate total disturbed land area resulting from the proposed project? 700 I8lSq.Ft or DAcres g. Will the proposed project encroach on any public easement. public accessway or other area I8lYes DNo DNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. THE CONCENTRATE STREAM FROM THE RO PROCESS WILL BE DISCHARGED TO THE ALBEMARLE SOUND UTILIZING A SUBAQUEOUS DIFFUSER i. Will wastewater or stormwater be discharged into a wetland? DYes I8lNo DNA If yes, will this discharged water be of the same salinity as the receiving water? DYes DNo DNA j. Is there any mitigation proposed? DYes I8lNo DNA If yes. attach a mitigation proposal. <Form continues on back> ::5:i.f'(iB ;'~Of 1 t'f8,,1RCOJ\~.1 \'I.J ''I'V \/>/ nee I) C:: ~. t [-I : P"l ~ n ~6 ~} l~' ni f- fl 1 . n ( i Form DCM rv1P-1 (Page 4 of 4) APPLICATION 'or Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b, An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f- A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management Name Mr. Noel Meggs Phone No. (252) 330-2208 Address 157 Rebellion Point Rd Elizabeth City, NC 27909 Name Mr. C.H. Robinson Phone No. (252) 335-4991 Address 1830 Rivershore Rd. Elizabeth City, NC 27909 Name Phone No. Address ... .... .. . g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates. NPDES NC0088480 Nov. 1, 2007 Pasquotank Co. CAMA General A51423 Oct 23, 2009 SW7090207 Feb. 16,2009 h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act 17. Certification and Permission to Enter on Land I I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date -7- 7'- c:-> 9 Print Name RANDY KEATON, PASQUOTANK COUNTY MANAGER Signature /~~ .L ;) Please indicate application attachments pertaining to your proposed project ODCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and Culverts ODCM MP-3 Upland Development 0DCM MP-4 Structures Information 25Z.fjCB.2Hoe ~ B 13. H - (.,~, n r: (): A S 'T \i\i vV' ~N . n G (;, 0' C1 S t. .;; ~, rt~ ;':1 t; D ~l tJ Pt, {~~ t1 t " n;~ t . Form DeM MP-4 STRUCTURES ,) _" oj (Construction within Public Trust Areas) i. .,-. Attach this form to Joint Application for CAMA Major Permit, Form OCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITY/MARINA CHARACTERISTICS l8:I This section not applicable a. (i) Is the docking facility/marina: OCommercial DPubliclGovernment DPrivate/Community b. (i) Will the facility be open to the general publiC? DYes DNo c. (i) Dock(s) and/or pier(s) (ii) Number (iii) Length (iv) Width (v) Floating DYes DNo d. (i) Are Finger Piers included? DYes ONo If yes: (ii) Number (iii) Length (iv) Width (v) Floating DYes ONo e. (i) Are Platfonns included? DYes DNo If yes: (ii) Number _ (iii) Length _ (iv) Width (v) Floating DYes DNo Note: Roofed areas are calculated from dripline dimensions. f. (i) Are Boatlifts included? DYes DNo If yes: (ii) Number (iii) Length (iv) Width (ii) Number of slips existing h. Check all the types of services to be provided. o Full service, including travel lift and/or rail, repair or maintenance service o Dockage, fuel, and marine supplies o Dockage ("wet slips") only, number of slips: _ o Dry storage; number of boats: _ o Boat ramp(s); number of boat ramps: _ o Other, please describe: g. (i) Number of slips proposed L Check the proposed type of siting: o Land cut and access channel DOpen water; dredging for basin and/or channel OOpen water; no dredging required OOther; please describe: j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). k. Typical boat length: _ I. (i) Will the facility be open to the general public? DYes DNo m. (i) Will the facility have tie pilings? DYes ONo (ii) If yes number of tie pilings? 252~8Q8~.2ea~ :: 1-S8B-4nCOAST :: y--{~c~:'-t:!:!!.~~f?Q:~??.t~~D~.~.:!_~_H~D';'f!.!!~t,}!~.~ rev~s{~..d; ~!2!27l06 r;t~ ~':"" ..,:~ 2. DOCKING FACILITY/MARINA OPERA TlONS [8J This section not applicable a, Check each of the following sanitary facilities that will be included in the proposed project o Office Toilets o Toilets for patrons; Number: _; Location: o Showers o Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge" signs proposed. (ii) Give the location and number of .Pumpout Available" signs proposed. f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and "No Wake" signs proposed. _ L Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live-aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marina/docking facility proposed within a primary or secondary nursery area? DYes ONo ZS2-r;:.)fj..2SGn :: '1"BttG4,"lRCC~AST ~: rc;-:'lrr~.:?d: ~2t27/n() . ;> n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? DYes DNo :~ G o. ,,;~~.,; '(.L,j I '" ~\' I ~ ~ ' -- -- c_ :~,l;.;\j ~J'\{:~'i::-rAf~(\~- Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (5AV); sh'E!'(ti5'otlbffi::rl ' (56), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected, DCW D5AV 056 OWL _ DNone p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes DNo If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOA THO USE (including covered lifts) ~ This section not applicable a. (i) Is the boathouse structure(s): DCommercial DPubliclGovernment DPrivate/Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dripline dimensions. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ~ This section not applicable a. (i) Number (ii) Length (iii) Width 5. BREAKWA TER (e.g., wood, sheetpile, etc.) ~ This section not applicable a. Length_ b. Average distance from NHW. NWL. or wetlands c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS o This section not applicable a. Is the structure(s): DCommercial I8IPubliclGovernment DPrivate/Community b. Number 1 DRIVEN CONCRETE PILING c. Distance to be placed beyond shoreline 1870 ft. Note: This should be measured from marsh edge, if present. d. Description of buoy (color. inscription. size, anchor. etc.) NA e. Arc of the swing NA 7. GENERAL 2:):;r8n~;;-:/HOP,:- 1 f,ef,-4Pcct'.~-l . ~~,!~r\."y",'~~:(:~)~_Si'::",l~r,!.~J.j.P~l(._~"n~~~)1.:.n.;:' fcvi5(>d~ 12:270E ;IY"1 " , -, 1''( t!. ~:J Form DeM IViP-<1 (Structure>" P:\!l~' 4 of Ll) a, Proximity 0/ structure{s) 10 adjacp.nl riparian property lines 1900 n b Proximity 01 slruCture{s) to adjacent docking facilities. 1586 ft ..,: :~'\i:i21ij~;~~<~0~}/; i- !,rr Nole: For buoy or /7lOOf1ll{J pHing. use arc of swing including IOnglh of vessel. Co Width 01 water body ~.5 MILES d. Water deplh al waleJWard end of structure at NLW or NWL 7ftNWL e. (I) WIll navigational aids be required as a result afthe project? J:gJYes ONe DNA 01} 11 yes. explain whallype and how they wit be implemented. USCG APPROVED REFLECTOR 18. OTHER o This sed/on not sppJicsbla a. Give complB19 description: One concrele piing will be driven 10 stabilize the distal end of discharge header which will be anchored \0 the bottom with three concrete saddle anchors. 4/Z7/Ofl Dale PASQUOTANK CONCENTRATE DISCHARGE ASSEMBLY Prqecl Name RANDY KEATON, PASQUOTANK COUNTY MANAGER ~ApplIcanlNamO ____:J _~ y~~ .. ApplIcant 51 hn 252-n08 21308 :: 1-1l8B-llRCOJlST :: ww~".nccc,p.sl"1'!'1"!'''9Cmc,lIt.,!~1 rC"\I'i~cct: 12/27.'OG " !,...-''> l..'..... ~ ~ p ~ ~ M i w COUNTY OF PASQUOTANK REVERSE OSMOSIS WATER TREATMENT PLANT PASOUOTANK COUNTY, NORTH CAROLINA i 12. FORCE MAIN DISCHARGE i I INTO THE ALBEMARLE SOUND i - '--'-- ..._, -...---. ""_'__h___.L . ~ ~ L_'~'~ IJI Hobbs, Upchurch &: Associates, P.A. Consvl6ng (~ s....,.". .t Lend Ff<mrr<t> - Pin... North Coro\m Z8J87 X<ls... P....Stt.L,SW_P'"'". ".....r-.c...2!J87 ~: (II!)) t"~5t,, - ~. (910) l'n-n-; r nrL-U8 (DIG) ""'J - 818S-t68 (018) :_ Lllr1lt _ _ '""ld woqjIlOS 'II04S ....... '1"5 oor L8f8l DIJ!IOID:J 'IIJON WUkJ UMlIfIOS II SRUUD/d PU01 .f SJO,(avnS 'SRw/6uJ 6u!NfI$uo:J '\fCl'S8J1l'OSS\f V lI'Jnll,dn 'sqqOH . ~ ~ 0, i3ll! . 00:: ",m'" ,., III 6~~ ~g5 l;l~ ~!ldil 1II0m III Z o Vi z ~~ 0:: - B a ---1: :1 II 11- - OS',_ I I 8 -~--------tl wJ I: : I - - - r: :t 1- ~.- ____ II II - - - - - - -Ii I r t - .,,- ----------U II II I r i - os's- I: : I · I: : I I I ~~cp / JI It-// t11 ~ // II II · // I I // II II / I I / ~~ II II g }~~ 8~ I' II .-'" /,~O ~ I I ~ ~:E ~~ 4 rv> :;'..\1) ~ ...,.. ~.n t~ ~? 2 /'" ~m I: :1 o I~ --- --- --- / I' 'I : / ~ I I / ;~ II II II ~~ " I, ~ I ~~ , I ~ I 0 / u ~ , 0'8- '" Q. oz :J . -'" U 00:: "'0 11I"- ~Ol 01 0::0:: Q.O o o + on '" '" o o + '" '" '" g + N '" '" / o o + 0> ., 0> OS'~- " 00',_ -- 9€+000~ 01. 00+886 ''v'1.S ~-V\l:I 3NI1 'VNI10~'V::l H.l~ON 'A.lNnO::l >IN'V.lOnOSVd NIVVll30~O:f lN3nl:f:f3 ~31VM31VM SS300~d a3.lV3~1-1I3SVHd lNV1dlN3V111V3~1~31VM SISO~SO 3S~3^3~ ~ ! N ~ ~ ~ 5 ex) ~ N III ~ i ii i a ~ LO C'4 -- -- -- -- /'---- /' /' / /' --- --- --' ~ ~ ~ ~ in N ~ bI 0 i ,I :10 /0 16 '\0 ,0 ~ . , i ., , ~ - .. ~ I ::2: u.. w Z ...J LOj 1'1 i 01 ni I! ~ l:: I\.) (0 !~III~ ~ ~ ~ ~ iiI i ~ VI "!. I I I :~I I I I I I I :~ I:; I; o 1;1l I~ I I~ I~ :~ I I 1 I I I I I I I I I I~I I I I I I I I I I I I I IRI I~I I I I 1 I I I 1 I I I I I~ I~I I I I 1 I ~ (JI ~ \!,~ tj~ '/ <-! "!. "!. "!. "'. "!. <-! (JI o ~ (JI o \ O'll 'ii~ U1'll 00 -U1 ;OM ~O ::1- ~~ >:I: '0 m'll ~M MO ;0 1 CO o ?i o o . OX ZVI oct ;0;0 "'M r;lz 'll'TI p~ -0 ZM ~O '! U10'll M~;o ~olij ,.,;00 -lMI'! ~r;lo 01- !l!>0I MI=x' M).- -lUlN VI-lx' om. . .01 o' o ?' 1 I 1 I~ I~I 1 I I I 1 I I I 1 I I IRI I~I I lIl:ie ~~!!1 M'TIO z5~ 01>. 0::1 . ;O~:I: M 0 >;!I'll Z).M OZUI oc)'ll -MO 2U1~ UI M ;0 . ! :E~ >M iTl~ ;0;0 . U1M CUI ~8 >z ~O / U10'll "'0;0 "'ZO O~~ MI"IUI ~iTl8 . U1~~ :I:. . M.X ,.,>- -lUlN -l . VI X !=>lI'&i o . o ?' 0." -;0 ~lij 00 ~8 >- ;0. C) . M:I: 00 -." 2M U10 M;o ;01 .co tnn-o ""~;o ~olij M;oO -lMUI ~iTl8 VI~~ :I:. . M.X M>- -lUlN C"f-i,l !=>lI'~ ~ . I I I I I I I I I I I I~ I I I OVl :;j~ Co U1M ~~ ~x N;:::J ~> .z C) "" o I IRI I~I I I I I I I I I I I I I :~ mM ox ::liii ~~ C) ~~ 'TIM >J: ~~ . /Tl UI 8 Z o m'll C;O zlij 00 ~8 C)- /Tl~ o 'ii UI OCN ~J:,I ~~~ ;oiilUl ~~~ OUlZ ."iTlM -ZUI CMUI ZOUl ~>iTl ;O/Tl g. Z o COUNTY OF PASQUOTANK REVERSE OSMOSIS WATER TREATMENT PLANT PASQUOTANK COUNTY, NORTH CAROLINA 12" FORCE MAIN DISCHARGE INTO THE ALBEMARLE SOUND II 01. 'll ;0 o ." o UI M o ~ :I: o ." M o ;0 I co o ii M o ::1 o Z > . 01 o ;0 M m:io M~5i ~'TIb M.J: Zo m)-.~ 0::1 . ;otiI M 0 >;:::J'" Z>M oZIfl Q~o 2U1~ UI M ;0 0(,1 ~::1' VlO MM ;o;:::J ZM OX N'TI N. f;;> .z G) M o 00 ~:;j ."C MUI OM ..,;0 Oz ;00 ~;.:j 2M ;oUl M-I cO U1m ['1M ai'll C:O zO O~ 'TIUI ~8 z G)- ""~ o 'ii VI Hobbs, Upchurch & Associates, P.A. Ccnsulting Engineers. SIJI1Ie)'Of3 ct Land Planners Southern Pines. North Cororlf/O 28J87 JOO s.w. IIRIod SI1wot, Southtm PInel. HcwIh CoroIino 2SJ87 _: (810) 582-5111 - For. (810) 192-7342 r"l"\~~; '" =):;; tl r'" 0':2' !D -., .....::D' :sZ ~> L.(j) ,'?"rr. ........Z' n~ 2. 'C5 c:;::J (.0.. o o Z ~!6jl ",,/Tl0 oiTl~ Mal VI -I>M >.0 ;=r-_ (I)~~ :I:-IX M - MmN -I' . ox l5~~ 00 >- 'U'TI 'U'" ""C OVl M ..,;0 Oz ;00 ..,N CN C!f;; ;olll M... cO VIm ['1M U10'U ~Hl~ OO'U 1"1;00 ~~8 . VI~VI :I:F~ ~>~ -IUlN c..,.a-L~ p~it o . ~ O'U 'ii~ 1Il'U 00 -U1 VIM Qo >- ;0. G) . "":I: 00 -'U ~"" Co U1;o M, ::0<0 UI '" -I > Z . - M . U1CUI VII -I VIm> iTll2 z MiilM . UI 'U> UI ,ZlIl >0 iTl iTl*"" VI .. 'tl:o'tl -M;o ~zlij G)b~ ;OM ~O 0_ 00 ~?? 00 ;0 . MX r;l~ ~ B ~ i~ o z Ul ~ !l! .' tKL-ut (018) :xoJ - VIK-t89 (018) ~ LKit ~ 'II"'M '1OUId wooanos 'JOOIlS poo.tQ 'II'S 00[ L9f9Z DUgOJlY,) WJON 'SW!c/ llM/lfIOS II SRUUOfcJ PU07 , &JO.faunS 'SJNUJ6u] 6ufNnsuo:J "Va '$a,el~O$$V :w I.f:JJnl.f~dn 'sqqOH . ~ ~ S11V'130 H3sn:j.::UO 3E>HV'H~SI0 NIV~ 3~HO:j ..l ~ ~ iii1 ~ -1'. f- -r <qj= <n , II, II ..J a> w i <lIj= ~I ~ ~l- =11==11I VI::> 411= ~I z Vie II II VlZ '*'1= dJ ~<w ~l-U ~~~ ~5~ Vla;JG. b2il: xolii r-~--1 ';..~~ " ~I :IJ==lD II 1: '1 II II JI JI \\ II " \\ II ,j 4\ .1 \I II , ~ II II . '/1 ql II II (( II 11 11 II II JI JI II II =<<==11' dl JI VlG. VI< ~I!: ZVI <..J l-w VI~ 'l-,VI X , lilt 0:: ~ ez ~tl < Q' UlD ~i5 ~'?i wal I" .w "0:: ~ .., en t..-::l C;;::) ~ .~ C\l ~:~.; J~ tJ.-:' '5 1.:iJ .z:- 0"- <0 :2'2 .c :;~\D 2..0 .~.:J 0 r~;;iT~ ,,( If ="11= =,r= IT =-11= =11'" = 11 II II II II II II II II- --11- -11-- jj. --.11- -W-- 41 II -II :;11- Ii -11- -ii-II II 11&11 II II" l!:: =:::!I= =4: = ~ =:::Y= = I!:: = ~ ..J W ~l- VI::> Z Vie VlZ ~< ~l-tl ~5~ Vlal(l. ~l5~ X- Xl- UVI ';..~~ -1'. f- 'fi1= '11 II. II .!lj=JI =H==III iil II 'fi'= 11 III II 'If= ~I III II dl;= JI III II =H==III 'li1= ~, II, II <I!i= dJ l-b~ "' , <0 .., " ~I :IJ==lD II JI l' 11 II II J' JI \\. II \\ II 4\ .1 \I II " II '/1 ql II II (( II 1, l' II II JI JI II II =<<==11' dl JI VlG. VI< ~I!: ZVl ~d VI~ ~VI x , lilt VNI10ClVO HJ.C10N 'A.lNnOO >lNVJ.OnOSVd 1N\f1d 1N3~lV3H1 H31VM SISO~SO 3SH3^3H >fNV'lOnOSVd:jO AJ.NnO~ . ~ ~ I ~~~~~ ~III~; o ('I') &l & i ' CD' I' J -..JI, i . 'i: -..J . I ' : ' + ~,-,--L-...J_~ Ooi i i i , , I' ! I ! CDi ~I: 8! s ~~ill~ ~ ~ 2 2 ill i ~ REVERSE OSMOSIS WATER TREATMENT PLANT PHASE II-TREATED PROCESS WATEWATER EFFLUENT FORCE MAIN PASQUOTANK COUNlY, NORTH CAROLINA LINE FM-1 ST A. 975+00 TO 988+00 N ...... r z fT1 ., 3:: , --. ~ o ~ ... O!, -. . ~~ ~ ~ MATCH LINE STA. 975+00 I'M-I ~~ g~ z fn z ::0 ..... 1IJ ..... r r 6 z "0 o ~ I '" i~ M(O .... ~~ ;;;~ ..,~" o '" '" 0 ~Ul;g J:j6Ul ~18 z!::?_ ~ oo+9L6 L6 '" q ::::~ Fgj j6~ ~ I~ '" '(0 (0.... q~ fll~ ~i' I - ~~~ ~o~ ~~~ o ,.:: )( em Ul :ij"'';;! ",9" gz(O O_CD ~~O ,+ :r 8 't.\ me ~ ~~ i' :; 1'1 I 0 j6- I (0 <D '" '" + o g o z ~;;l ell:. 8~ z~ ~~~ ~ -,; ~ 0 ~~ ~gj :rz ~n ~it G N ~~ (I II ~q \ j6;g 't.\ \ 1 1 \ i! i \ 1\ \ \ / ~; / z~ 11 IJ--/ -~ \ \ _'),$1 "' g \ \ \ \ \1 1 \ ./ I 1 1---- _~,OO - t - 1 1 \ \ \ I \ 1 \ \ ::2~ "'- "'gj z () <D '" IAATC~ LINE ST". 988+00 FIA-I II , , 'l, !1:! ~1l N');! Qt.~ 0":;:->> <D ,..'" _J'" ::s-z: O:i.. -..(j) ~l'T1 ~J j} '=,1 ,) ;;:.u ,~;f~' (~~; l\:) ~ ,....., C;;; ("':-:1 to . ~\ ........ " . ,~ .,.' Hobbs, Upchurch & Associates, P.A Consulting fng~. SIJtWyOB .t Land PIonners SoufhtJm Pfnes. North CmTJrIfl(J 28J87 JOO s.w. _ SINot, Soo-.. Plow. _ CanlIIno 28J87 PhoN: (910) 892-511' - raw: (910) 892-m2 ~ o ~ :0 '" ~~ i5 z Ul ~ ~