The URL can be used to link to this page

Home My WebLink AboutWQ0040183_Application (FTSE)_20180821Central Files, APS SWP 7/26/2018 Permit Number WQ0040183 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRule Permitted Flow Facility Permit Tracking Slip Status Project Type In review New Project Version Permit Classification A Individual Permit Contact Affiliation Facility Name Major/Minor Region Porters Neck Fuel Center 191 Private Pump Station Minor Wilmington Location Address County New Hanover Facility Contact Affiliation Owner Owner Name Owner Type Harris Teeter Properties LLC Non -Government Owner Affiliation Scott Wippel 701 Crestdale Rd Dates/Events Matthews NC 28105 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 7/25/2018 Regulated Activities Requested /Received Events Additional information requested Additional information received O utfa ll Waterhodly .Name Streamindex Number , ..._.... _ .. Current _Class S,ubbasin ,,- .. - RECEOVED/MCDENR/DN1R Ki ley))) Horn JUL 2 5 2018 Water Quality Regional Operations Section Wilmington Regional Office Transmittal Date: 07/24/2018 KHA Job Number: 015640072 Project Name: Oak Landing Shopping Center To: Dean Hunkele NCDEQ — Wilmington Regional Office 127 Cardinal Drive Ext. Wilmington, NC 28405 200 South Tryon Street Suite 200 Charlotte, North Carolina 28202 We are sending these by ❑ U.S. Mail ® FedEx Hand Deliver Other: We are sending you E Attached F-I Shop Drawings E] Under separate cover via Prints/Plans F-] Samples Copies Date No. the following items: [] Specifications [] Change Orders Description 1 7/24/18 1 Cover Letter 1 7/24/18 2 Application 1 7/24/18 3 $480 Check 1 7/24/18 4 Site Maps 1 7/24/18 5 Business License and Signing Authority 1 7/24/18 6 Existing Permit 1 7/24/18 7 Property Owner Acceptance Letter 1 7/24/18 8 Variance Approval These are transmitted as checked below: [:] For your use [] Approved as submitted Resubmit [] Copies for approval [] As requested R Approved as noted E Submit R Copies for distribution Copy to: TEL 704 333 5131 FAX 704 333 0845 Signed Maggie Jones, EIT Page 1 Ki ley))) Horn July 24, 2018 Dean Hunkele Environmental Specialist II Water Quality Regoinal Operations Section Division of Water Resources Deparment of Environmental Quality 127 Cardinal Drive Ext Wilmington, NC 28405 RE: 212 Porters Neck Road - Fast Track Sewer System Extension Application Dear Mr. Hunkele, On behalf of Harris Teeter Properties, LLC, Kimley-Horn submits the attached documentation for permitting of a proposed fuel station with one restroom at the existing Oak Landing shopping Center (Permit No. WQ0022721). This project proposes a force main that will convey domestic wastewater from the fuel station to an existing private gravity sewer manhole across the development, crossing property lines. The following documents are enclosed for your review: • Application e $480 check • Site Maps (Aerial and Topographic) • Harris Teeter, LLC Business License • Existing Permit e Property Owner Acceptance Letter • Variance Approval Please do not hesitate to contact me by phone or by email at 704-409-1812 or mac{,gie.jones(a-*imle rL- horn.com should you need any additional information. Sincerely, fl ar" Maggie Jones, E.I.T. Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202 200 South Tryon Street, Suite 200, Charlotte, NC 28202 ow a e File an Annual Report/Amend an Annual Reports Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List* view Filings * Print an Amended a Annual Report form ® Print a Pre -Populated Annual Report form Limited Liability Company Legal Name HARRIS TEETER PROPERTIES, LLC Information Sos i d : 0463800 Status: Current -Active Annual Report Status: Current Citizenship: Domestic Date Formed: 7/6/1998 Registered Agent: Corporation Service Company Addresses Reg Office 2626 Glenwood Ave Ste 550 Raleigh, NC 27608 Principal Office 701 Crestdale Road Matthews, NC 28105-1700 Company Officials Reg Mailing 2626 Glenwood Ave Ste 550 Raleigh, NC 27608 Mailing 701 Crestdale Road Matthews, NC 28105-1700 All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Manager Rod Antolock 701 Crestdale Road Matthews NC 28105 Manager Scott Kelly Nations 701 Crestdale Road Matthews NC 28105 ACrION BY UNANIMOUS OUS WRITTENCONSENT OF THE MANAGERSOF HARRIS TEETER PROPERTIES, LLC Ia;s, P018 The undersigned, being .all of the Managers of Harris 'teeter Properties, LLC, a North Carolina Limited Liability Company (the "Company"), hereby consent to and adopt the following resolutions in wi ting as of the cute mitten above; RESOLVED, That Jacob Phares is hereby elected to the office of Vice President of the Company, to serve until his successor is duly elected and qualified; and fixither RESOLVED, That the current officers of the Company are Iisted below, incorporatingthechange(s) referenced above-, Scott L. Wipp el President Christine S. Wheatley Vice President and. Secretary Garin L. Fire Vice President and Treasurer Rodney C. ,A►utolock -- "ice President Rick J. Lands um Vice President Taiyn G. Mecia - Vice President and ,Assistant secretaty Scott K. Nations -- Vice President Jacob Phares - Vice President Dorothy D . P.ob efts -- assistant secretary Joseph W. Bradley -- Assistant Treasurer Rodne 5".,Al '16ck Rick J. Landlum Scott K. Nations iro- B cott L. Wipp el State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION Application Number: klv 0 3 (to be completed b p y DWR ) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Harris Teeter Properties, LLC (company, municipality, HOA, utility, etc.) JL 2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County ❑ Municipal ❑ Other 3. Signature authority's name: Jacob Phares per 15A NCAC 02T .0106�b) Title: Vice President 4. Applicant's mailing address: 701 Crestdale Road �'r-- City: Matthews State: NC Zip: 28105- 5. Applicant's contact information: JUL 2 5 2018f, Phone number: (704) 844-3100 Email Address: JPhares@harristeeter.com II. PROJECT INFORMATION: e � z cv 1. Project name: 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: If new construction but part of a master plan, provide the existing permit number: WQ0022721 3. County where project is located: New Hanover 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.298399' Longitude:-77.788790' 5. Parcel ID (if applicable): R02800-004-03 8-000 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Adam Essink, PE License Number: 044020 Firm: Kimley-Horn and Associates, Inc Mailing address: 200 South Tryon Street, Suite 200 City: Charlotte State: NC Zip: 28202- Phone number: (704) 409-1803 Email Address: Adam.EssinkAk�y-horn.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Wilmington Southside Wastewater Treatment Facility- Permit Number: NCO023973 Owner Name: Cape Fear Public Utility Authority V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): pll 1. Permit Number(s): WQ MgW79--` Downstream (Receiving) Sewer Size: O inch System Wide Collection System Permit Number(s) (if ap licp able): WQCS Owner Name(s): FORM: FTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is- a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: Dbeen attached? ❑ Yes ❑No ®N/A 3 . If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ❑ Residential Owned Z Retail (stores, centers, malls) EJ Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities EJ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: % Domestic/Commercial % Commercial % Industrial (See 15A NCAC 02T .0103 (20)) Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(f)) Daily Design Flow a,b No. of Units Flow gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 0 GPD a See 15A NCAC 02T .0114(b), (d), (e) 1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line E Flow has already been allocated in Permit Number: WQ0022721 ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - .0 3 . Design flow of the pump station: 0.0003 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): 12.5 gallons per minute at 57.5 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 1" 437 SCH 80 PVC 6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03 05(h)(1)(B)_ ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03 05 (h)(1)(C) : ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) E Yes [:]No ➢ 15A NCAC 07T_0105(f) r ntninc minimum cP-nnrntinnc that chall hP-nrnvir1Pr1 fnr cP�x�Pr cvctPmc• Setback Parameter* Separation Required Storm sewers and other utilities not listed below (vertical) 24 inches Water mains (vertical -water over sewer including in benched trenches) 18 inches Water mains (horizontal) 10 feet Reclaimed water lines (vertical - reclaimed over sewer) 18 inches Reclaimed water lines (horizontal - reclaimed over sewer) 2 feet "Any private or public water supply source, including any wells, WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet "Waters Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands (see item IX.2) 50 feet "Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade (vertical) 36 inches ➢ 15A NCAC 02T.0305(�) contains alternatives where separations in 02T.0305(j) cannot be achieved. ➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage ➢ If noncompliance with 02T.0305 � or (`g), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No E N/A ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? E Yes ❑ No ❑ N/A ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes H No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? H Yes ❑ No Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. E]Yes E No ❑ N/A ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 it X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest versions as applicable? ❑ Yes ❑ No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: IC, rei lot., attest that this application for (Professional Engineer's name from Application Item III.1.) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. ........................... C A & '`♦�� North Carolina Professional Engineer's seal, signature, and date: ��`' .............. 0 '•, . �o ti. 419 rb 4 ss 0Z3dO . r �► SEAL two 0440 �y �memo #�"Poo ... ............................. .........: 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, Ja C 0 � 9 n c� V fs c V I ` C p �`' fs, I C' n � attest that this application for (Signature Authority's name &title from Application Item I3.) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package- will be returned to me as incomplete. NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or cW,OO VaelILAsmil in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $ penalties up to $25,000 per violation. Signature: r Date: (S 2_1 I FORM: FTA 0JK16 Page 5 of 5 Market Street �r (US HWY 17 Business) Porters Neck Road Y (SR #1402) F� z. T SWAM ¢ g Site Location: O 212 Porters Neck Road a U O 0 O , 0 Cn C O �s O r'4 U U R � O At h. Z C O 4-1 .E U N Z r-0 O O 0 N I -- CD GRAPHIC SCALE IN FEET 0 100 200 400 NORTH a O Q0 LO o KHA PROJECT: -D D:fo r n SITE LOCATION MAP 015640072 J� 200 SOUTH TRYON STREET, SUITE 200 CHARLOTTE, NORTH FIGURE 1 DATE: 08/23/2017 U / CAROLINA 28202 PHONE: (704) 333-5131 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED, REUSE OF ANU Wf'KUr'tK KtLIANut UN IHIS UUL;UMLN I WI IHUU I WRI I IL.N AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC_ SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. U.S. DEPARTMENT OF THE INTERIOR 71ieNefiouelMap SCOTTS HILL QUADRANGLE awri4W S G SU.S. GEOLOGICAL SURVEY W9a� NORTH CAROLINA sciexeforachangingwaild .�v US Topo 7.5-MINUTE SERIES "". - '22'30' AJVXoF z37 2ns I 239742 43- -- 744 1 2370000FEE' „ - 3d _ - _ - �. _ �^ > / O i� O 5 1 y \ '• I �s i.;,! " ._ t - ! ._� -� / s ,> yf, i \ 1, t -\ ' ..,�,4/ 4G ! t ��' �� ,• t`,'x �'y' _.� \� ._ w,• r"' L �,flj v ��-»'��;/ ��.,'� 1 _ -- ` 11 � .\-..: ,r� „r _ /Z _ ? � 7;;' ) �� __ �.10 }Si1. i // �) - it; PI f �_' ��_` (�/ t k* +, - �,7 _--- ✓i -- - . (-.F_j.- --- -_ `_%.i - r r1 `;�F /r`�\. -- - - If if �r,-�� 4 4 uA--tV ' : ... .,) _._ : __ •^'� ��, i�`, y. ._ V f V, f }.� l' = � , . •• f� `,� ,� "r t,;..�-\ \.. �, f 1. ,�,. _- `'�-, �..,.�,•!c� -`� t, j t-.. t; /-aJ ;1 ~%% u�•".f%."'1 ^" w= _ !.!�/! r- tea;? , �,.�/ .- ' �. I `l ) -�. t ��\ /+ �' 1 1 _ S5, ,I '1'�7 - r Jj'��_�.�,iY ��.�� .m Jy /l�r'.;<., �„ /� �� 1 j ! w yY�-y'_ ' t. \ , f —_w \ si )'a. S�� L' I t'r� Y` 1, <<eR ��.__. �'�,,,,r/�,; �� _ _ - +,./'(>t^t:._ �� \ , /� s J,...�J-' '%/ ; %.e !' 'r�� ✓, ,. \ '.- ' .. " `} t *u-! ((/••� 1( _-_ `�K'' ty N`� 1. i •J r % \f{ •- r". �. ! t l s � - P .., �ln.1. v(' rI J `�^ r(�•:► 1 ! �4 ( ,.., '`t -1 t `tr� y 3 . \_ - ,,/ - -+u- r._ ,. t ,r:(4'�,� �'-%/ \ i _ /,� J-'�\,J )tr" CB 'rl t .%I./ ✓ n w / ti •y i 1 r' L,_ \•.J \ ,' `r• I rs• ,; i ` - t , i •'ice l%� C_ � ` / .��\ "f' \� / / i, '� t l J - ✓ :. /J _I �_, 1 (`� / ,\", ' � " - ar n n� -w �_ - I I \ \ �v-- }•-_• _^-; /%X • �.♦ /' t % L % ` ^ r (. ; :v' _ _ r V 4 �� t \ \' i - j (� i t w t ` ^^J i pro` i� t ~ % r \ 3� �J i /C � i� I , � �� ` (� �! rt u• , — --.,--,..I'— _.,--,..,. � c �i16 �\ c _ 1 } ' �,...� '�: . i'. `� . ��1� '� -'rr I\,/'t-_) _ -'�, \ A, ; �_ yam-. �.~... - t * ��\� ;-.�.-'t } . - ,r /hr •---` •�4+�...%r .. -r , •u. •w t ' i ,. -.. �.. I ✓ /F v.'r ,\`-�t�\�.'-./ -.'' L`_"'--- -- • - 3 `•}LC l•IjjJ l�� ,ti. .. •i- _ �.�4-,1 tli /f'_��„' ' -s+* ' % _- _ _ •I - +4 1 �",._.,,,, 1J 3 1� tf'tt,, ,``� l �'`� ), �(t t\' r fit ? f `- `t M,'�C JJj j "i / '�f(� - j _�'�C, Z- t "\ ,��-j�'� :"`Jr\ �, �..t� �J 1 w w } w -. ` '>t" - {c' f 'J �/j ,'�_ j i „ �' •i - \`� �t(`T J ��' 2• rZ i •� r t/ i-� � y"---,, (R...{ 7?+r ,y _. N!' r��f�, `� \`�--i_" { LYE' I, �w yyw -tea• z �t . �J" f '17 %�� 'ayti>tc` �J SS r ` G 1 t% / 01`�,� • :\ `•.;/ %\ ,=� �? ,� i / ` `^\�� i i `y4 j,1,f 'r �•- i t I, ` i ) --�-ar �j• `K: t t C G _\Z 3 1 �' _ e •. iI�..,�.11 r t ; (\ t�'� —S J - `_ ' i ' r� `�—, / ,J 1 tir S �__'.: 'li7 :�_ i (,_�;.�'� 7 /� \ .fi /' _,- 7 ,__- \ t Ott �, \y '�� ..`t.\'�".'�_ -"r- �� y `\' •-��--'ys'.. _._.. : f`s w. i�-- C l i, ti _ _ t ) -_ '` _ y -- - , at ( r r - < - v'��m i _Jr ) - •�-- I --\ ` {\ % i +c i w I <,_ 5 . - =�D �:�� r t - '� � ,VI , t' , , ♦i i j - . � 1 �_. �� t� � ^%,�_ � { t _ ur »i n ..,,• .1f"' .!/ rZ•..r\ E`,_/�'�-_-� �+. ✓'•' ;/ i +ys j L\ 1 v �'T' : `•%„c_/ I✓-• 11!✓ � � % c I ((""�.-.'is � �. 'r• -a •'� �� y - .,;a, -r ..,, :I .\�rl r,.r.. t , +•"�- //� ! _ E ii//•f I=-\,��e,t�,� ,'�" � - ` ,� � � J C__; ;r,...� c : �_ (I - /. i; '� ,� �.-,r,--_ _�, � .-� �,.-�; .. j .N,_ ? J- 's•-'i � i_ J 1 #. : •w- - / t! '' t n , : „„ �1�:,.% 1. / ("` _ �'':{'! t •�� __ •^ '°'� ��-- i�--� •a.• ~�. "". •m~ y /'�'li�lJ .„�. - �. i Sr-•r.S(/` �{ C`t.��s (�7 �-• i) i ♦ i\ c,✓ \ {i ^`'U jJ1//f`�.,'[••�( C'�. •j'\; '!/ _S �e �r.--�--Y"� � -V -w t � •/`l w , �/- -'-+tt — ('I�, / /' • \J�♦ Off ( `ttt"f 7� � 6 S7 . r" (/ i/ ''� ))�yy, JJi ,- -a - �.f.:` . �-a. �•v.-w } _� ;-% < ' � 1 ti _� wmF u - - - w JwtlL�'•`�i`.Jry�. )1.. \� C iJ�t' r%�✓ )tw- -r. j! •�-, � \t ,.�` `,/ II i \\ t i . f I r...-•- i Ei C•�.iT` w -_ �..-" , FEET Ii } I ,•urn ; � `� ! �- . Ii �� ,. - J/ r,, t , \ ,I\. s 'I'll '�. �1 1 _ l ; --- -�:. 4 - ,- ,_ t } /, . .- -/�` „-,r-s.�!"_.Y t„ ' I---- - - ,;:-.,._.•�----�c---� sa,r 't� �-�.-.`-, `K'� - -r, } f't' 41. ')' I)j- i _.' _ . J - `.�. ,:�?�•ti-.,�_ �. j /. J / �yRe �� A. _ _ti ,.. -w - ':4 ` �•, 1 1 `� J s,oe++or c4 `1 ; \\ ♦ ; `_ VH F � I '\j• _ i .,� f .* } \� Ste"' ( \ - ; � r, /_'. i _ _- _ \ -,r r -r `�,. .,,4 ,-,1/^ c- - •w--+�••,r. r, /' / -� % "� t f i„_` -. ' n - , , \ , ✓{ ar'`l + -, "^' ; -y'� \' i -�r,{ \+. •,,. (�� ry+, '..t�__(t'`.�1 .�-j'' _ '�` Y�`�'�-` ( t, Y�� ! - r �' - i ��..y. + I^� t L4 ,�i` ` aJ-�.�� Y_ y �.. -ar yee `. \` • i '� r I { •mil 11, .^_- "7---,-" . `, " /'-� ^�.-.-_,:y "'`.;f . ,. \: _ , `.tea- 'atCw-1 ' \ I •% L. �n`.� ; t.. J 1./ f r' � . � :•.•te,• '�`y i\i _ •. I-\ , I ,-,� t-- /�c`•�w--�_' •.• - r ~=•,� _ / f,r_._._%!..�, :l " .-. _ -w {�--\. ^ � n. w'.-.r '� i ) . r E '.. - v C% __ `\, i \ •,�� ram,.-'� (/ ,_ ./- -w• tee.• ' � 6 ". , t -•ram I/ 1\ •'u`' , t� 1 i J J 1 , —_.-� I i / } t yr — , 1 F t _ l- -� +- n. '' xr - ��a . _.- -% = � \ ._. __ . T \1 '� ` .T— w� i i ,i/ Wit_-:. g J------- r` r •w. 1 •-r• '-, I �•-_. / '� 1t .•+u, -s +r• "' '"` " y., / / �: —__ L '� G^_�� !/ t .�• yJ �j 1 f f ':.1.._. ` t �t..._ \ � •m caw •+y -w -cw .-- 20' —r tt r ($ f i f yq 1 / �'+u '�, I r ) _ i �` /' f.) T• : j C ... _. -' 20 1T�' i {\ `_m ! 3 /� ,r- J # ja� _ / N' / aS• ) \. tit` ♦`a�'w11, _ - � .- -r /r-� / '` t _y.j L ) / 1i t \ ) 1� TL a 4 -te"w a / ' \ ! I CI' 11 f/r ; s .o / `o �, G .» ; // C\� J r^—\S3 �i 7. ! .-'�/ilOWu.tO. \�4\�i�t '� `.,, �'t J O 'r' \:\ ` ` , f'�' �` t. —f._.• ,J `llW.t , \� I Nst I 8/P � ! ! ,1 }-� •„% LJ "`! i 1 �: '� `s� �! \ (J, \vi \j {. M� i `.,i /i i �/. i ; \� 1\ �1 ,/:0� �,Z �" r � j,:t� } .` : -•�" 3 ..,■. `--z �^ 1` J�.)y { } _ J I /' _ • -�/ `• .. '- nr f. •-Z_ i .�"•itf _ i� ✓.%1�. �. { ^ w .�,: G/ �•�¢' - 'Nr( •a5` ' •w _ /'.. -._�, 9 / 5 t �J / E � w .. -j v �'\•a � r ( / w P�,,_a 1-i/�,7!___...___t♦. �f:/w� ; `, /�; j �'-N A. f ,J t G / r--:••--,r, �u1\ __.CY-t-t� :'__1 1 t I f 1 + t-; `,\' 1/` J i C-41"t I I i t' C/g.: -, .'`' - _.,-_ -4- r .u` ) �_1 _ C ^�--'••.�#`--!-��'\\\:.. �. -., T t'� j i / - lJ _,J ��\` •!'t J `7 - :-r - � �� c/l; Site Location • - t, 1= / r ♦� �I , �`4 (� ..-•yr \+rl 4�r �,1 v"'�C_•,'. _ S IJ ■ ,[)�. w •,w. r w-- . 1d ••f1.\. C- � .1,--' `\ J �✓ 7i\ L �1 f[.. t; �rk/-_,- J w .�•,ri j _ •w ^w ` •w + J ` ."�.% ' !'; 1=�jL{- i t 1t•�� `-•\ ,; J' -� 1, ' ror , tl t ., + I tt ,r , e`. ` `- �, / I . �� , O - 1,, ,�; , ��,,-�` '�?" (+ �� Latitude. 34 17 54.4 I � `�>t /<� -\` `�.��♦` ',t 1, i"I �•a. f -: ( }¢� .•v yr �` (% _ - � j\'1 • w v ,y' . ` • \ ,' ' / %"`..: \ lt��'"\. t\._... s L�j I t : " J w " ; 1'ii, _ �\ trig � -- ,r;♦` { Scotts % (/ `�' Jt�;s - Longitude: -77° 47' 19.7" :�=- -� lz�. , �_ , {) , j 1> lam. /-:_ -i ' t "' �' 'It" - 1 -'�- "✓;\ , cc-t.,--•y' ---. - ,,/ _ L/ --r -•z^ _ - ^I M,, � ..r'�tn. .� � /„`' •,t`\ ; �-- -1 �t`\ `l \ *-,'. 1. J/-t'AN•-- . i = _. -w L C ! \ � --.. :..�- �.. '`9 ^"' -� Y-: 5{ .r.�f` ; .�,} r- f-ta 1,r✓.s \ ,'\(x.- XOIr `"'� /r' i"°a'.--.(\{f - / f„'^�wJ ! t ''R' r " �i. �" '�"/` c.'4�.. ; m, •"'r \, w.��--•• Jam^ `_,--ZJ-..-�� `' r� 1 Et • s , +q `^C J ('�' / .m r :1`',`, ,+ ____ __� - � •i% !: ^+ t `. Y t` t _`', �'' i , � r { f :`,,-_ •r,i. _i "�.�. 4 '! w ' ! i �r f]'' y,( I l -s '+h' "a �� Sn�••, •m -». ,!/ L tir 1% t 1 ��` 1�� /( I'" ;h,,t \ "qj �`; ..• !-'+''� -+v ,-.br,e, � j "we-�`-,.` 'Q' -•:,�1.'� _ lJ \ fwo �.. <1� -, r') ij `.\._`J ) r r"-." \ - , •:.`, I./ t A° / 1 ,:` /r,.; �•'' i ".,J'II �J... '~ ' w �f�,.•J �,e• �-r -w , 1i ro°�' - �. 4'°` ` �� \J ':` /J 1 _ 'r /"` _ �' jj... i\✓ - �\ / I.wr/ , sr fy ! i -,.. i ! \,/ ! •O1• •+�.�_ -'rF •-rnJww-u.- jo _ ^•-,s--, '+►.�`-J` 'rrx.�•/ ♦' f / /` \ �. ,/,�, , ii ."` i ,r -..• Si -Y �-`.x F-'°...,■. �-ar )..� �` _ --F .w 1 )� _ ,. Y; ' ' %/`;,"." cal• i F / ': / •ram ! X!/l�'4 -`"� i f : s �` r , A 4 ,- ('�Jj� ''�`I ( ��- tii� I •,..• -. '"�M.'•.,/•'•f,�,�: �J js t7 t �y}./,)( :\,� .;,,•. T ^" `Jr.,. �." ( �}`- - 1 `'"i'�' •! /. M.'"` •-�% //'��f' .. ��SS� �� % 1 f,_: ;j.,\'ss.�\ 1. - \! ' I %, rt.,. i -w --. \ /� ) ! rJ ;1. j C'. ( ,+r• Awe, y,• .,.r -•r.. t /�_ 4\ i a0 t t n. �.-� J J t •i �4r ,, -�_ J �� U � 4•` ,'a• ,e� w _ t hJ ` ws ( ,/r+��, /J'-r y �r x Y i j•. I j/ ; -.r� cr T[ _ -„r w 1 utq, - w•t �''�"N'w MP 7'�' r ,.yp. �t �'' /'✓ f: l L'y _. G/ ` t�.� Cl ✓�4 may, f`) w : -„r :,„. w ••�• ' ^'a.._.._;r -.I .. < , ;,�,`_,,_ ✓'. '." 'er T _3r C -)G• /` / C� r l -e- `-.-.' `- l t"-�-� �1� 'U0 ' i '� .'T' ;yam .Ao- -w �• -w/- '`\ .i,,.'^ --.,.. -... t ha• ^ -,■• - .�. `�.;,.-{+;'�=` �y=-,t-�-i I- ,,,j�----w• ar i /I / 2.,� `� �, f %1 /' .j ♦It.'3 \ -�� 'l•.;� T( 7D 8 - -u. _ w .w: .. +• r 'a(,' c._ ,, - , t- r; •-r -jM\ •st-'i. „� ,�"`" -wr #%i - -w ( •..• `"''� -/" r `5't � ; .` \y.�; :?y,Z, �_�'°o -'-\C� � ( ( `-%I ;\` I �V ADO — - fi ,� ��, ,� . ` .s.l % j ) , tJ� / .' _,,;' t,.,dy (Ayr.. 13 �� ((' �� {� } �'r„ "yy "1.: `��-•i F `M _;�`� �°\1 t) •�.; t� �� --�%' TC J b � /} - l w �`.- j� i ye o '• M') a .. ) I _+.1 y ..r \ w..; tQp j 9}4 i `��) `.-�C' -r! ,.j .. ..K.. (/, ti„ -�•�� .i.� t-.pc ." ..r`� 4 1> w�•_a • ,' \_es w.' •••,«.. y"'»\J ••�„�, w ':Ny = �.-an.S+ ''`•;� J , �?V.t,��.. i --�' • r;;ry --�'�,'`^•i�I,..-, - • _ I -b L! .,4 •.•s t%�.i / � j ` 'wr'YJOry'g0\ '.lei• ` w• , �- !J)1, �, ,,`!�„ .ne• _ ",n-. ^. .,1) J l '`-• :J �y-� /,,, I �... \ / }}I Y. - " � ' /. 1'�' ! . o - • w - /.,.,. ' 1-er \41 -1i, •w�"�1.-w..J �� / -mac' } s ar 1 �'aj� ( � � \_ ii % ,: ' ,�`J % /�2a �'' \�( , n � I. ��J / j �� I- - �-�N l� \ \ i w -mr _' �`.,er• - -+,r t/ll % J ! 7 //f...tl.-..•,`3. r'\,a• �'.-w \ ; ,{se•' "F" c: �r: �J, 1 , a " �"/ u�•., 11 '-= l`, •u. ' /�\ *„a.t f 1 �/ac//// ~` T j / i µ t. "' !" r //�J _I j i,' //�! %�;('\: J 1`,�e'"�%' ' 1� '''" I. /Jt+}-, j- "•,,i� \�'_.` /'r\ r , - 7 � � � r M �7� 1 ` / "i .5 , ( •w w -ytr { -mr r ..,rr -er ,er - ..4,. " -ev r y `- .•\ i C_.1 .. \ J`� .` i °��' J I / / J. I li. /(� j-e'�._r -,er yt { ' ;'\ % \ t( ) -,C„ -uw i w a�' r ,vim» � - �` I -�� - • , -? / `t •! J J'''i- �s,�_ • ___ !� r• "' �^`+1`�(+." �;�. �. 9 t _ _ _ ..� '�,, � a = r`. -w. __ /__ : , '!i• U{ I _.._! - t t•v & +___--.► ->_+--_-In PoV - - �(]71i1 h,� J`, v ( jC �- 'f l�! E' !� _ 1' �i i` i ' I _ ,� `� , _{R.. „--.-'Jr- r w•._-l_�c_��A,tKEA ND S t \ I -r ` Y' t •F' -..r s �,tP p , • ( ` r `�� \�' \•.f.- `�/ �.. f / t (\ I _ �99- -') \, J t,`,\ R X_ Si at !- �-�� g1 yj w rd1 �� i� y} j r�-,\ >,s Cy Y / / ' 1 ji .� J t (�- -�ii 7) `(\.' rT1' :) ! -m. _ r, •----+L I -u. / ". L�� ,� ,p'1 ,y, �\. ,�.? ;S- ,,,141 �\_ - � i `gi �!' �� , i� - f -N, �\� ` �/ S /i�% 5 to,1`' A `} L i �i'- , ,_..L r/ i j 1 ' ',',' ,Tr' J / w� -yr .�0': /{,% `•.>� t\ ( 'j �x Irr \ / \`?-!��\�"t' �'�..J• \ L •�\ ;,r. �� IJ � rt � : j :.:�.. �y ' 1 -':`i i ��I 1 p ` _ �t•~ \yG.. 7('`= n i \,_ `_�, 17 ;\`�.q�� i7''1�, f \M•.q N ;i ^�jl �•. 4/ .7. `. .` ., ..'�'t ) n - �, V ). ( U ---� .r yrr"� l� Po ( fl ! i T� -_ J ! \ l ��"' t % 1 Y t ! ) �_ t S \ C, .. ( , , f .- , t. >& y1.t � (I I l' I j _ "..\ - - i '� ! J- cr it �� n t•z lz, e `: � { \�' 4+�,• �s7,� f;�( i (%l r _ `v(��/%� `_ �, ; ' Or J V , \ C L�, } r i J I �` it L.- ^� mod'W ^_ ` �` •rJ tkj{ "° t I1\ .cam-y z -1 .�^I 1 E � . v.�� .115¢/ : rt} }T"� � (Sta � " 1 ii�f C:(�f\ ' � I / L `r �1� `\,F�/ ��,f(� �%+ tj" J� \\ Q `., %-TT� �• �'-�.......__0.�¢ '�"l" ' +s J (so; ,'`'''�"�.._ •,,-t' y •• J y , �ni" � - .\ `,.:1 /,,,•Pi�. 1`��._-e \ ',/� ( 'c''�•��' i I � `'.5 �,� _ �, s, ., . . J /r % `: 17'30' - - - 1 t L +\ (y-yp`� / t' \.,R ` - jr r Y i ( . IlJ 1 / - . 'A dr 1� GGy ' ��1v i ,N. �C[�;�' i 1'' �' c'' f \ _ -4� .y- ,.. \� i '°� ..,ntfr �� i r 1t`iRDjGFRD I \,r �� o°o \ , 9p'. tom,_ ,jam �� _% t �� 3i(-lj y r(s� i aFy f 17'; �_ i . r __ti.. i ' °�0,4' - __ n/-- \ - -- {� _ Ri / yy% \ . �J fi: / '1;'/� t i'`�`-- - d. 379 '.. , T\ .� -'•.- - ;G-...•,/ .,,t`�...t�-• - I-?^�' �� r '; I 4 -.: i t''-E._Ji �� I:;��.1 �t iJ,,/i•\. •'�*,.�! f;;Y'i�:�r ris•: '�:.n\'•��-'r-�._ ;. L: oti k ! / /- / •»�/i�- -7-- QRC i l 4', 1p+Nf l . -�S`i ,�I �I � o i ` �; `� ! Vi �. g1 I�am. %.._ 1 ..�*ia�' e < �_� t �\t' ` \�`. \_� � ! ii� { �J', JJ I �is . 4,C"/\� ,` `!" . "-�NCRTNf �-\"�- , j 't ' '\, �.r .�___ ` ��`^ i P^ I , \;:r/... '\ ytlYT' ..l . , \\,, -\Q It J _ _ .1'. Q� �� I I ,--.., dp I -.\ , SN T I V`� ! Z V �' I -1 -/, I . �i [) �O` i y , J . �' - t 1. \ \ t• � , �I . / �..{/ ,c. (` a (lam t\ �. 3 i I`smtAC / -� Ir�`� '! r� I d�v '1 t 7 _ .{7�aj:� l //" / L' j 1}/�/tr1 J� \ T'1' ' orr , 1 Ci.. ( \ ,-.-+.__ -�.� \�••-`J �' I I • w�OB �s'.'. d° t7 '' " �``..-•-�•.�'` r.-Y�•i .► ( �,; r' . C--� ^ (� I.% 7 t �+��L i✓'n *fl I ' -3 /% 'I • �� 1-_c'' t�NEwauRr,r \ `, ` �'� �\, \ ;?, ( / r`1 %\ �t4 �� $ .I �•'s+ �.r-c:.,:i \`.'t /� ° ji�Ct(Al. .*° \ J 7 ` �__ \�( i i `$ / 4 3 `�j` ey�,,J)f �,q \ y E .Y::' -rq� ` .p.ff,ti° L; \,!^ `Z\ \ r\ {+.( _ _ l o o i 3 4 \°��\�'wT'` t G ! ��Jr ;g tale `�-. r/ _ $ = p � _ i . f) 21 ` c_ r r �i / t\g . ! ram% q r. 1 \ wit 1 � A11 "\\ J r i `.� �\ t ` _� - s♦. ' l �a° l- f1 1 i r ,,!...- n91 /�/`+- •4 "" �l Ili �- \ I .r>t� f _ 6hr.' t' `t"4' 4pJ �. `. V_ i-per• �' �.%=�.y`__',..•� �-- �';.\ ,-` /`: .j 4.-t� ( �`�.'� r ('-'•r- 11,: -Z ;. i °, -6+ y6 {^ l fib ,� �- • ! '''� . _w r^-,� � . _! � % - - - - /- -fit = i Sty - �....__ - _. �'a[ -, J `atr eYo l .1;d t,i� ;__"J , i, , � }t�• +^�, °s S i , / ram. �p _, / - / / -.�3V -. �T� _�_✓- ,lr �, I Affray aq Wit.- \y' �Gv!/y.� -. ��•t? ,_}_": �"J \ - i f t1>a ��.- (S ., i1r+' _ �C �.; ♦ .1 r - O /, /� IC^rr B o / rO `.; f \/ti" �rJ1pA',•'�'', i"... l rN'•, .N._ ` . �� \ N-/ / t J `y )t, E .v , 1' �r-� �\ i a` I ;� ... \ I i'), / \ j ' , , , , �j \ " J! 1� , X_ . *,- 1 •i` � !\' cr . ��ttl L �\ l rr•4w ttp ' F c'i'�,' r+eL. Ar '\( ,t. \\\w.�. ' , i 4 S_` ` ti i %X` t2/�\ t w•no \ • A Ac ,b M; t // �' - 7 J° I 7 ti :/v I'll p0. \ t+"N' �k / „ /' 11 0 .o �./ I ;y t '/ / 4 aJiy�t 111 .E Cr =1` i j )(sa' `9 .;_ O �? i / i ( r . I o 1 rib J f , 1 J i ri ••Jr.7 w �,,, .. _ ` i; \/- - -'� �d �_ i ' ? `.. ./ ^•� i 1. \, 'i, f / \ 1\/ / o yi ' �, '°r •;T�/G+rT �� ` I r_-__ i• ti.• V ,.r'_� /t, _ �„_ y �•N �:�. ti j( ` c i• s i�� .,es•' (. /1 CfIrRO'` f `, 1,/i, f`�•lt , , \;.,,. �Y \ ^�}::y I I 'QO�NR r ^ fi G i` 'l•.:.. y Q• \ -/ `1 .. S_1 I ` l`j `PO \ '-�� _ ,` / f 1 o a 1- / y'' ,•, 1 •1'° - C'[ / ' ,' (1\ 4 1 �Cy .-1 i\. .J;: l� -T .3y ;� 1- l �-: 1i i • _ I / 1 s �-�' / It ;. +r� Sr Ij - tU _ �_. �o op ( " I ! '/�"°'"' \� it1' ! d' ^--_ -__J �', Y r ; +._.._ A-14-_e.- t+_,.1�..._I )-!�'/9,�+ �'� -'tr, �. 1 \ {� .•w ' bAC'� [ = Tr r\_ ---w.. _r'._" -- ! �r .,,.1LQ'r�,7„*�-•%. •'--^v-/ l `' �«-(' v ��p \ram '� \ ) i y ��' \ C`, C'�1�• I \si'p- 4■• ` ' r . 9.t x -w% ,.�..; 1 c0 _ �._ iT _Qt ,_- _ --!::, - o\.. T._.. _ .-i -' r. y''CI ?+MATT" Oi �9Si" • \ g • 1 ) � V _,-, \ \ \ . ✓ i ..[ 379 r -" _ �.., `•� ..r -- ---, fir,. - -'-,- j% , \!` ,.• t' w �.s�'^ F _ _ \ c--�'o ~J,P . �•i4 ( E _)' {�. 'b� '� '. `_�. :s� _ n iu `a - r J ;g f� <y i r s "\ " \ ., :,y j $ la•,` f _s r �l , \ ` ` - v b' $ t \ it °�H�+. \ ��0� �',. t �, 7... c ti �K yJ;': _. , ;/�`�ti. �� f, 1(_.ii / �\ `� C31 $ fi I 1�~,I t/s�� ? �\ _ 0'�s_�`/�.+f ;, N/ g /� 1` i "" i`v ,r�l��.j.i ty�/ 't ` j \` r t z •\i\\ ;\"�.,/`-"`/,_,�.__-- _ \`- 1` �/� - ...� I -' 1 l fj � ' , ^ Q �i,, �'/� J _� .. � � l M0� OLNo P RD %'i ` - •-.`. � ' - , , 30006 xFNrnNcs7aNsr _ �.` '-`='` 't,.:(:\J'\ '�- /r,', f\ 1 1 (' , Z ` `q, ,-\ Q 1\�"/ i ,a r_ , "i _\ J �` " yp ,.J \ r; ,�! � ,,:;��' : i' .^_-`.ir \ 1, [ I .° ,�.- C ` o-'th D ! i `' \ _ Cr';7✓ .1 Cir_ ^'` ` N u \.G all .. t� { �,^ -, .- FEET / a 1 r•tr `"`'�, '�•,_ /' v. �•.+ t �, ��{1 - rG t, f : I \'{ ,7>7.`��b { "`^- S. MASo )• t McotrsaRo t 1 �u7o°. �. r 1 �,ri ` - _ y argy,N 4 _`. J` c IV�_, \ o� / r`L i t" :.fi ( 6 3 Smith , °q *o paspecc [eon } Ia/ -, irJ.-� �f pt,♦ 1 0 r c �, try Q9,a ?P t� -.. . .. _._.._ ._ 9 a,r csgv, 8 f 1,CPeeTc / \y r NpoP soR, Ro 41 , q g+ct / _ - x ,Hof t r +:s �,;� �i _ � \' dD ��`-� - � -- S _ - ary 1 -- ............ 5 _9 ~ . !,... - 1 .- i°� I` i- co _ ::: ' _ _ -� _ I.>•'----y;N}i - .......- `-...._.. L \ �,� �i+f O( .\ �v 4 , I G+,�i ( �ff t /�' `� \_ _ �i ; , �\.! I �" �v 1 .a \._ 1 ,� -eRAAsv t� 1 9 �, I ( -\ ` ' -.4 -_ I ... -Q', ( ... ( , f 4 1..; i 7 i " y, t,/aooa x s $ ' I_... Ro vfY N,y7 µ /`, ., "" �( d ,t ii,• /� \ �O V c __ . (� ter. 1 -�Y Fm t l a n :_�i� 'tt °+'._1%�'1`, __ ,i -w,4; 18 v` e- „ g \ 4 t I c ,. )rh. r, ` ` / �,�y� \ . /i S1yr�i; �(� e ° t •'\k�y►i t \ \ �:;' —�i, ��}\�s� i _,.' { t'(1}d'J''s• �1/�1 0' ' \ t � �.�4J '• ,%iy ' a°j7 `tO,m T[NNyj I I'`4• 1 ^ I„ut91MC' 1 \w , l_y` .,.. ( 1` j - i�tAK '`\-' •.1 �f J ��( �' _ __ /�� I / •T/ /' g t (✓MCRFSTIrooDON q0 w^ ,+ ° 17 4 A `�> ( 23';1 I^f \� ��g 1\� ,'F!� 1 '\ \ 'Y 1� s "` jJ/ �; i /v/�t Oq % "1 \ mafR CGEEa CN;� `•! •\• .. f'r 7•` _ r _%47XF/ ` AvvCRD RRu ( \�4° ao i t 4. > , r `\ i n k �. -' �•^ . ` �,� - iv I� \ '' 3J 7`7"' _ter` I-1itoi El�rid: 1 E �-WIL•M•NG�O ,, (, �IAARi1N \, /�? `_ .__ /; i 1 i \ y��i;`' �"` `�It C \...J \ 74 'ttJiF/E'R [ ! .. PsD .- tl l •. , _. ,; .fir` L `-- �-: � • \ ,;�4 - .�.` -ram !-r r `"\ . 1FnlCdi \\ _ .. •Xry ( .� b .\- _'• ) •\ '., i'` r, ' ? / - - \ ,. " 1 ,'•'_-r�, _ ......_ .. ..,.t., - - r- a __ , �'_L ,,` r1.4paI - ._ ,•-' r t"_, --- __... _ yfq _. J• - ,,-.--_>.. .i r �� j-• :-1 ��:Q9.. .1W `i.� `- -- - _ / 3 �' . 's'cr}. y..J-r ) `,—1-srr Bi,tsti<Ot :' ;x ti�oR_ { :i��.,,',�i(I ` J` "•t.s ,I n L\ ` \ d1,• '�\ \ ..C.I�-, % .., J(\ t�\ " stir } : - 1 Sst}9 1 r �—/ !— ly \ t tv` •t Z/ , / \�`J-� _ _._._._-G'- _ - - -- '- ; ,. �+ -- 7 :,/�.� i \�% inVf ,,t - {ram--` '/,o/ , 1) % (/ \ ..... _..._... _ ... _.............._ ... ...-_ _r✓--__ 11 r - - .r' // i t :I I.. F '1, `•r !C 1. \ ` L , 1 i I C �/] I <b ,\ Z,%_,—/% !( s+\• ` �J .\\i. I ; 3 /.. t ;% I / i ,'' ()[.`l:: tti s 77.52'30• Z36 Produced by the United States Geological 2 350 000 FEET * ,�� I 50 1 2 4730 34°15' 45 E 7r45' Survey North American Datum of 1983 (HAD83) World Geodetic System of 1984 (WGS84)• Projection and 11000•meter grid: Universal Transverse Mercator, Zone 185 10 000•foot ticks: North Carolina Coordinate System of 1983 °• Ts • se-.,. s t• 75' SCALE 1 24 000 1 0.5 0 10LOMETERS 1 2 1000 500 0 METERS 1000 2000 1 0.5 0 1 NORTH CAROLIN ROAD CLASSIFICATION E)pressway Local Connector Secondary Hwy Local Road ..,.,..,..,•..•,,. ntP 4WD ..._.._�_...,.. �o e � 0 t' o I ce This map is not a legal document. Boundaries maybe generalizes for this map scale. Private landswithin government reservations may not be shown. Obtain permission before entering private lands. 2e Me.s MILES 192Q 0 1000 2000 3000 49N 500o 6000 7000 END 9000 10000 QV%0%%0cu L0C%nCN .Interstate Route US Rate O State Route �^ If � � lo Imagery May 2014 UTM GRID AND 201MAGNETIC NORTH DECLINATION AT CENTER OF SHEET FEET X rn ...................................................NAJP, Roads ................................ U.S. Census Bureau, 2015 2016 Names.........................................................ISMS, 2016 Hydrogaphy ....................National Hydmgraphy Dataset, 2014 U.S. N.V-1 Grid too.tzc°. sw+R I0 CONTOUR INTERVAL 5 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 1 Rocky Point 1 2 3 2 Mooretown 3Topsail o 0 � rn tD Contours.. .........................National Elevation Dataset• 2008 Boundaries............ A........ soirees; see metadata file 1971 •2016 TO iG ., This map was produced to conform with the National Geospa Ual Program US Topo Product Standard, 2011. 4 Castle Hayne 4 5 5 Hampstead �a m 0 ® Z `' U. Wetlands ......... FWS National Wettards Inventory 1977 • 2014 GtOI—0efrt^Nlm Ametadamfileassociated with this product isdraftversion0.6.19 6 7 8 7WrightsvtilleBeach SCOTTS HILL, NC Lu REIIIIIIIII® Ix ,as 8 ADJONING QUADRANGLES 2016 ®Z c C I R. Glenn Lea, Managing Member Oak Ridge'Pro'perties at Porters Neck, LLC PO Box 4094 •Wilmington, NC 28406 • (P) 910.232-6376 • gleal5@aol.com June 28, 2018 Mr. Scott R. wippel Harris Teeter Properties, LLC 701 Crestdale Road Matthews, NC 28106 Re: Sewer wastewater Discharge Flaw Acceptance Letter Harris Teeter Fuel Center 191 Oak Landing Shopping Center - Parcel 6 212 Porters Neck Road VVilmington, NC 28411 New Hanover County, NC Dear Mir. VVipple: Oak Ridge Properties at Porters Neck, LLC accepts the responsibility and grants permission to Harris Teeter Properties, LLC for: the discharge of 100 gallons per day of collected domestic wastewater into the existing Oak Landing Shopping Center Sewer wastewater Collection System approved under the existing NC DENR DWQ Permit l'Jo. WQ0022721 Modification dated January 27, 2006. A copy of the existing NC DENR DWQ Permit No. WQ0022721 Modification dated January 27, 2006 and the permit Engineers Certification dated May 2, 2018 is enclosed as information. Please review this information and.contact me with any questions or comments you may have. Sincerely, Oak. Ridge Properties at Porters 'Neck, LLC R. Glenn Lea, Managing Member Enclosures cc: David G. Sneeden, Managing Member of Oak Ridge Properties at Porters Deck, LLC John A. Kuske, III, P.E., Kuske3 Engineering, PLLC Maggie Jones, E.I.T.,. Kimley-Horn Dean Hunkele, NC Department of Environmental Quality Bernice S. Johnson, Cape Fear Public Utility Authority David Dailey, Cape Fear Public Utility DAVID G. SN-EMENt MANAGING MEMBER OAK RIDGE PROPERTIES AT PO r a RS NECK, LLC 519 MARKET STREET • WILMINGTON, NC 28401 • (P) 910-522-7522 • DAViD.SNEEDEN@GMAIL.COM June 28, 2018 Mr. Scott R. Wippel Harris Teeter Properties, LLC 701 Crestdale Road Matthews, NC 28105 Re: Seger Wastewater DischargeFlow Acceptance Letter Harris Teeter Fuel Center 191 Oak Landing Shopping Center - Parcel 6 212 Porters Neck Road Wilmington, NC 28411 New Hanover County, NC Dear Mr. Wipple: Oak- Ridge Properties at Porters Neck, LLC accepts the responsibility and grants permission to Harris Teeter Properties, LLC for the discharge of 100 gallons per day of collected domestic wastewater into the existing Oak Landing Shopping Center Sewer Wastewater Collection System approved under the existing NC DENR DWQ Permit No. WQ0022721 Modification dated January 27, 2006. A copy of the existing NC DENR DWQ Permit No. WQ0022721 Modification dated January 27, 2006 and the permit Engineers Certification dated May 2, 2018 is enclosed as information. Please review this information and contact me with any questions or comments you may have. Sincerely, Oak Ridge Properties at Porters Neck, LLC David G. Sneeden, Managing Member Enclosures cc: R. Glenn Lea, Managing Member of Oak Ridge Properties at Porters Neck, LLC John A. Kuske, III, P.E., Kuske3 Engineering, PLLC Maggie Jones, E.I.T., Kimley-Hom Dean Hunkele, NC Department of Environmental Quality Bernice S. Johnson, Cape Fear Public utility Authority David Dailey, Cape Fear; Public utility ENVIRONMENTAL QUALITY July 20, 2018 Jacob Phares, Mice President Harris Teeter Properties, LLC 701 Crestdale Road Matthews, NC 28209 Subject: Variance Request Approval Oak Landing Shopping Center— Harris Teeter Fuel — Simplex Grinder Pump Station New Hanover County Dear Mr. Phares: RO1 COOPER Governor 71I 1r HAEL S ♦ REG N LINDA CULPEPPER ure ,n Derector The Division of Water Resources (Division) has reviewed the submitted variance request for the subject project. Pursuant to the variance request received June 28, 2018 from Kimsey -Horn & Associates, Inc. on behalf of the applicant, the Division will grant the variance request for the pump station to serve the subject facility with the following special conditions incorporated into the permit: 1. In accordance with the provision for alternative design covered under 15A NCAC 02T.0105(n), the usage of a simplex grinder pump station in lieu of a duplex pump station at the Oak Island Landing Shopping Center -- Harris Teeter Fuel commercial facility is allowed per the submitted documentation, and is exempt from the following: a. Requirement to install power reliability per 15A NCAC 02T.0305 (h)(1)(B&C). b. Requirement to installJmaintain atelemetry system per 15A NCAC 02T.0305(h)(1)(E). 2. Per the submitted documentation, the pump station shall: a. Provide a minimum of 24-hours' worth of storage within the wet well above the "pump - on" elevation, per 15A NCAC 02T.0305(h)(1)(D). b. Install/Maintain audible and visual alarms in an area that is noticeable to the general public and/or onsite staff, per 15A NCAC 02T.0305 (h)(1)(F). C. Install/Maintain emergency contact signage, per 15A NCAC 02T.0305(h)(2). Regardless of the variance approval, in the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. State of North Carolina I Environmental Quality ( rater Resources 1611 Mail Service Center I RateigI4 North Carolina 27699-1617 919-807-6300 Oak Island Shopping Center — Harris Teeter Fuel July 20, 2018 All other elements of this project shall be constructed in accordance with all applicable rules and statues including, 15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adapted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable. Approval of the variance request does not constitute approval of the permit. . If you have any questions, please contact Christyn Fertenbaugh, P.E. at 919-807-5312 or via email at christy-n.fertenbaugh@ncdenr.gov. Sincerely, 41004c for Linda Culpepper Interim Director, Division of Water Resources Jdy Qe Borah Gore, PERCS Supervisor Division of Water Resources, NCDEQ cc: Adam Essink, P.E., Kimley-Horn & Associates, Inc. (adam.essink@kimley-horn.com) Wilmington Regional Office, Water Quality Section Regional Operations Water Quality Central Files PERCS Files (electronic copy)