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HomeMy WebLinkAbout20111030 Ver 2_CAMA Application_20120302NC®ENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C Davis Governor Director February 29 2012 MEMORANDUM TO FROM SUBJECT Applicant Project Location Karen Higgins Division of Water Quality Doug Huggett Mayor Permits Processing Coordinator RE MAR 2 2012 DIN wASaMn "XMMn5T=n ERBRANCH CAMA/DREDGE & FILL Permit Application Review City of Havelock Dee Freeman Secretary Craven County, MCAS Cherry Point and 304 Jackson Drive, on Slocum Creek and Neuse River, in Havelock Proposed Project Proposes to install a wastewater effluent pipe, which would cross Slocum Creek and empty into the Neuse River The pipe would be 5 6 miles long and empty 0 06 miles into the Neuse River Please indicate below your agency's position or viewpoint on the proposed project and return this form by March 20 2012 If you have any questions regarding the proposed protect please contact Barry Guthrie Permit officer at (252) 808 2808 When appropriate in depth comments with supporting data is requested REPLY This agency has no objection to the project as proposed This agency has no comment on the proposed project This agency approves of the project only if the recommended changes are incorporated See attached This agency objects to the project for reasons described in the attached comments SIGNED DATE 400 Commerce Ave Morehead City NC 28557 None hCarohna Phone 252 -808 28081 FAX 252 247 3330 Internet www nccoastal management net An Equal Opportunity 1 Affirmative Action Employer aturally DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1 APPLICANT'S NAME City of Havelock 2 LOCATION OF PROJECT SITE MCAS Cherry Point and 304 Jackson Drive on Slocum Creek and Neuse River in Havelock Craven County Photo Index — NO HISTORIC AERIAL PHOTOGRAPHY FOR THIS AREA State Plane Coordinates X 2779519 48 Y 425948 55 LAT 34 053 565N 34 053 269N LON 76 054 655W 76 054 557W 3 INVESTIGATION TYPE CAMA 4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 12/13/11 Was Applicant Present —Yes 5 PROCESSING PROCEDURE Application Received — 11/28/11 cc 2/15/12 Office — Morehead City 6 SITE DESCRIPTION (A) Local Land Use Plan — Havelock Land Classification from LUP — Low density residential US military base (B) AEC(s) Involved Public Trust Shoreline Estuarine Shoreline Estuarine Waters Public Trust Waters (C) Water Dependent No (D) Intended Use Municipal (E) Wastewater Treatment Existing — N/A Planned — N/A (F) Type of Structures Existing — Military base wastewater treatment plant Planned — Wastewater effluent pipe /signage (G) Estimated Annual Rate of Erosion N/A Source — N/A 7 HABITAT DESCRIPTION DREDGED G; I jLLJW Qom' $ (A) Highground Disturbance N/A N/A 15 3 acres (B) Shallow Bottom N/A N/A 100 ft' diffuser head (C) Open Water N/A N/A 100 ft' usurpation for signs (E) 404 Wetlands N/A N/A 38 400 ft2 open cut (D) Total Area Disturbed 15 3 acres (E) Primary Nursery Area Yes (F) Water Classification SC Open No 8 PROJECT SUMMARY The applicant is proposing to install a wastewater effluent pipe which would cross Slocum Creek and empty into the Neuse River The pipe would be 5 6 riles long and empty 0 6 miles into the Neuse River 9 NARRATIVE DESCRIPTION The City of Havelock project is located at 304 Jackson Drive adjacent to Slocum Creek in Havelock Craven County To reach the project site travel on Hwy 70 and turn north onto Jackson Drive The project site will be approximately 0 25 miles down Jackson Drive and be located on the right (east) side of the street The 19 1 acre project site has a highground elevation ranging from +5 to +15 above NWL The Havelock LUP classifies this area as low density residential and US Military Base The project site is a 20 wide easement granted to the City of Havelock to cross through the MCAS Cherry Point with the pipeline The project area is both wooded and developed The 5 6 rule route of the proposed pipeline crosses expanses of forest as well as portions of developed sections of the MCAS Cherry Point Coastal wetlands exist on site consisting mainly of Juncus roemerianus The easement also has a recent jurisdictional determination on January 11 2012 Action ID 201200078 The project site consists of approximately 20 feet of shoreline frontage on Slocum Creek and the Neuse River The project site currently consists of a wastewater treatment plant on Jackson Drive and the MCAS Cherry Point located on the eastern side of the Slocum Creek crossing The Division of Water Quality classifies this area of Slocum Creek and Neuse River as SC waters This area is an Inland Primary Nursery Area as classified by the Division of Wildlife Resource Commission The area is closed to the harvesting of shellfish by the Division of Marine Fisheries Shellfish Sanitation 10 PROJECT DESCRIPTION The applicant is proposing to place a wastewater effluent pipeline starting at the City of Havelock wastewater treatment plant and ending 0 6 mmles into the Neuse River The pipeline would be 5 3 miles in length and 24 in diameter The pipe would cross all waterbodies by means of directional drilling The first directional boring would be under the East prong of Slocum Creek At the location of the crossing Slocum Creek is approximately 70 in width The boring would have a 1200 radius and be approximately 25 beneath the bed of Slocum Creek The second waterbody body would be approximately 40 in width and be located approximately 35 beneath the bed of the waterbody The pipeline would extend 0 6 miles into the Neuse River where the outfall would occur The pipeline would be buried 20 25 beneath the bed of the Neuse River before making a 1200 radial turn towards the riverfloor The terminus of the pipeline would consist of a discharge header and be anchored to the seafloor in approximately 10 NWL of water The anchoring technique will be by means of two pilings extending to above the surface with signage warning of the submerged pipe In transit from the wastewater treatment station to the Neuse River approximately 15 3 acres (667 339 ft') of highground would be disturbed by (25 000 yd') the installation of the pipe The pip would be installed by open cut not trenching A majority of the area is developed and will be located within the MCAS Cherry Point Areas of Section 404 wetlands would also be impacted during the installation of the pipeline Approximately 38 400 ft' (0 88 acres) of 404 wetlands would be disturbed during the clearing of the work corridor No coastal wetlands would be impacted as proposed 11 ANTICIPATED IMPACTS The proposed project would result in the disturbance of 15 3 acres of highground by the installation of the proposed pipeline Proper sedimentation and erosion control measures would prevent any significant runoff into the adjacent waterbodies A majority of the pipeline will be placed by an open cut with the portions lying beneath waterbodies being installed by directional boring thus causing no direct impact to coastal wetlands or shallow bottom habitats Section 404 wetlands would be disturbed by the trenching in of the proposed pipeline Approximately 38 400 ftz (0 88 acres) of 404 wetlands would be impacted by this project Two piling will be used to anchor the diffuser head into place at the terminus of the pipeline 0 6 miles into the Neuse River and in 10 NWL of water The pilings will have signs warning of the submerged pipe Approximately 100 ftz of open water and shallow bottom would be usurped by the placement of both the diffuser head at the terminus of the outfall pipe and the signage These pilings and signs should be marked or lit in accordance with conditions from the appropriate agency to prevent the structures from becoming a hazard to navigation �l at HAZEN AND SOM Environmental Engineers & Scientists February 15 2012 Mr Barry Guthrie NC Division of Coastal Management 400 Commerce Avenue Morehead City NC 28557 3421 Hazen and Sawyer F C 4011 WestChase Blvd Raleigh NC 27607 919 833 7152 Fax 919 833 1828 Re Additional Information Mayor Permit Application for City of Havelock North Carolina — Havelock VWVTP Expansion and Neuse River Outfall Dear Mr Guthrie Enclosed are documents providing additional information as requested relative to the Mayor Permit Application that was originally submitted on behalf of the City of Havelock on November 22 2011 Included in this submittal are 1 Signed Return Receipt postcard 2 Revised MP 1 form 3 Jurisdictional Determination issued by U S Army Corps of Engineers on January 11 2012 4 Revised plan sheets showing additional details as requested and areas of coastal wetlands We appreciate your attention to this project If you have any questions regarding this application please contact me at 919 863 9350 We look forward to working with you on this important project for the City of Havelock Sincerely HAZEN AND SAWYER, P C Keven Arrance Scientist CC James Freeman City of Havelock Attachments New York NY Armonk NY Woodbury NY Detroit MI Raleigh NC Charlotte NC Atlanta GA Fairfax VA Hollywood FL Boca Raton FL Fort Pierce FL Sarasota FL Miami FL Philadelphia PA DCM MP 1 APPLICATION for Mayor Development Remit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1 Primary Applicant/ Landowner Information Business Name Project Name (if applicable) City Of Havelock Havelock WWTP Expansion and Neuse River Outfall Applicant 1 First Name MI Last Name James Keven Freeman Applicant 2 First Name MI Last Name If additional applicants please attach an additional page(s) with names listed Mailing Address Mailing Address PO Box City City State 4011 WestChase Boulevard Suite 500 368 Havelock NC ZIP Country Phone No Phone No 1 FAX No 28532 USA 252 444 6401 ext 252 444 2616 Street Address (if different from above) City State ZIP 1 Governmental Avenue Havelock NC 28532 Email State ZIP JFreeman @havelocknc us 2 Agent/Contractor Information Business Name Hazen And Sawyer P C Agent/ Contractor 1 First Name MI Last Name Keven Arrance Agent/ Contractor 2 First Name MI Last Name Mailing Address PO Box City State 4011 WestChase Boulevard Suite 500 Raleigh NC ZIP Phone No 1 Phone No 2 27607 919 863 9350 ext ext FAX No Contractor # 919 833 1828 Street Address (if different from above) City State ZIP Email KArrance @hazenandsawyer com <Form continues on back> 7 acs 2808 1 8 s 4 < rAS' WVJN i� - mot` I6 s I - t Form DCM MP 1 (Page 2 of 4) APPLICATION for Major Development Permit 3 Project Location County (can be multiple) Street Address State Rd # Craven Jackson Drive 20 Subdivision Name City State Zip Havelock NC 28532 Phone No Lot No (s) (if many attach additional page with list) 252 444 6401 ext n/a a In which NC river basin is the project located? b Name of body of water nearest to proposed project Neuse East Prong of Slocum Creek c Is the water body identified in (b) above natural or manmade? d Name the closest major water body to the proposed project site ❑Natural ❑Manmade ❑Unknown Neuse River e Is proposed work within city limits or planning jurisdiction? f If applicable list the planning jurisdiction or city limit the proposed ®Yes ❑No work falls within City of Havelock 4 Site Description a Total length of shoreline on the tract (ft) b Size of entire tract (sq ft ) 20 832 431 c Size of individual lot(s) d Approximate elevation of tract above NHW (normal high water) or n/a NWL (normal water level) (If many lot sizes please attach additional page with a list) 5 15 ft ❑NHW or ®NWL e Vegetation on tract Vegetation includes grass along the roadside dirt running path and pockets of forested wetlands f Man made features and uses now on tract The project is located within existing maintained roadway or utility easements or within the existing City of Havelock Wastewater Treatment Plant (WWTP) property g Identify and describe the existing land uses adiacent to the proposed project site Existing land uses adjacent to the proposed project include the City of Havelock WWTP Marine Corps Air Station (MCAS) Cherry Point and associated infrastructure and uses h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning? federal land (Attach zoning compliance certificate if applicable) ®Yes ❑No DNA I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo k Hasa professional archaeological assessment been done for the tract? If yes attach a copy ®Yes ❑No DNA If yes by whom? The project was reviewed by the North Carolina Division of Cultural Resources I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo DNA National Register listed or eligible property? <Form continues on next page> Form DCM MP 1 (Page 3 of 4) APPLICATION for Major Development Permit m (i) Are there wetlands on the site? ®Yes []No (u) Are there coastal wetlands on the site? ®Yes []No (ui) If yes to either (i) or (ii) above has a delineation been conducted? ®Yes ❑No (Attach documentation if available) n Describe existing wastewater treatment facilities The City of Havelock operates the City of Havelock WWTP which currently discharges into East Prong of Slocum Creek The effluent pipeline and outfall are proposed to be relocated to discharge Into Nuese River All wastewater treatment services for MCAS Cherry Point are provided by the MCAS Cherry Point WWTP o Describe existing drinking water supply source Havelock s water source is the Castle Hayne aquifer which is accessed by groundwater wells Raw water Is then treated at and distributed from the City of Havelock Water Treatment Plant (WTP) p Describe existing storm water management or treatment systems No storm water management or treatment systems are located within the proposed project footprint 5 Activities and Impacts a Will the project be for commercial public or private use? ❑Commercial ®Public/Government ❑Private /Community b Give a brief description of purpose use and daily operations of the project when complete The purpose of the project is to relocate the existing discharge from the City s WWTP to accommodate anticipated growth and connection by residents who are currently served by septic or community treatment facilities to the City s sewer services The use and daily operations of the project is discharge of treated wastewater effluent 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 Installation of the proposed effluent pipeline and outfall will be conducted via directional drill bore and jack or subaqueous techniques at the crossings of all blueline streams and the adjacent wetlands The remainder of the pipeline will be installed via open cut techniques Equipment anticipated to be used includes one each of the following items dozer front end loader and horizontal directional drill Equipment will be stored along the corridor in upland areas d List all development activities you propose The City of Havelock proposes to install a new effluent pipeline across MCAS Cherry Point to connect the City of Havelock WWTP to the proposed new effluent outfall in Neuse River e Are the proposed activities maintenance of an existing protect new work or both? Both the proposed activities are new work associated with maintaining services currently provided by existing development f What is the approximate total disturbed land area resulting from the proposed protect? 153 ❑Sq Ft or ®Acres g Will the proposed protect encroach on any public easement public accessway or other area ®Yes []No ❑NA that the public has established use of? h Describe location and type of existing and proposed discharges to waters of the state The existing discharge from the WWTP is to East Prong of Slocum Creek and is proposed to be relocated to Neuse River as depicted on attached figures and design drawings All jurisdictional waters of the state that will be disturbed will be returned to original grade and elevation during installation of the pipeline These areas will be replanted as appropriate i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA t Is there any mitigation proposed? ❑Yes ®No ❑NA If yes attach a mitigation proposal 2� Boo 23 - 4 0 �� 1� %r �i r � rs ~u�� VlDp a cArl 4 't Form DCM MP 1 (Page 4 of 4) <Form continues on back> APPLICATION for Major Development Permit 6 Additional Information In addition to this completed application form (MP 1) the following items below if applicable must be submitted �Inlorder�for the application package to,be compeeeel Items (a) -, (0 are always applicable to any major development application Please consult the application instruction booklet on how to properly prepare the required items below l l 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 Carmen Lombardo EAD i f i2 ) I `'f � I Phone No 252 466 58 170 f Address Budding 4223 MCAS Cherry Point NC 27533 0006 f I I s X Name Phone No Address Name q Phone No i r Address 3f ;r p(#` g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates No other permits have been issued to date for the proposed project 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 7 Certification and Permission to Enter on Land 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 / - 141-1 L Print Name Signature v Please indicate application attachments pertaining toy proposed project ®DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and Culverts NDCM MP 3 Upland Development NDCM MP 4 Structures Information ,a a- ; T'I° 3 —5°-1 -�c " -. 0 a7� ?r a U S ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT 04 Action Id 201200078 County Craven U S G S Quad Havelock NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner /Agent James Freeman, City Manager Address City of Havelock 1 Government Avenue Havelock, NC 28532 Telephone No Property description Size (acres) existing utility corridor Nearest Town Havelock Nearest Waterway Slocum Creek River Basin Neuse USGS HUC 03020204 Coordinates N 34 923413 W 76 901442 Location description The existina utility corridor beams at the Havelock Wastewater Treatment Plant on Jackson Drive, crosses Slocum Creek to Marine Coras Air Station Cherry Point, parallels existing roads and then discharges into the Neuse haver at a new location Indicate Which of the Following Apply A Preliminary Determination X Based on preliminary information there may be waters of the U S including wetlands on the above described project area We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) ,jurisdiction To be considered final a Jurisdictional determination must be verified by the Corps This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 33 1) B Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification _ There are wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification _ We strongly suggest you have the wetlands on your property delineated Due to the size of your property and/or our present workload the Corps may not be able to accomplish this wetland delineation in a timely manner For a more timely delineation you may wish to obtain a consultant To be considered final any delineation must be verified by the Corps _ The wetland on your property have been delineated and the delineation has been verified by the Corps We strongly suggest you have this delineation surveyed Upon completion this survey should be reviewed and verified by the Corps Once verified this survey will provide an accurate depiction of all areas subject to CWA,jurisdiction on your property which provided there is no change in the law or our published regulations may be relied upon for a period not to exceed five years _ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification _ There are no waters of the U S to include wetlands present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification Page 1 of 2 Action ID X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA) You should contact the Division of Coastal Management in Morehead City NC at (252) 808 2808 to determine their requirements Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this determination and/or the Corps regulatory program please contact William Wescott at 910 251 4629 C Basis For Determination The subiect area exhibits the three parameters identified in the Regional Supplement to the 1987 Corps of Engineers Wetlands Delineation Manual D Remarks Site visit conducted on January 4, 2012 to verify the presence and boundaries of wetlands 1 through 9 and streams 1 through 11 E Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps Clean Water Act jurisdiction for the particular site identified in this request The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985 If you or your tenant are USDA Program participants or anticipate participation in USDA programs you should request a certified wetland determination from the local office of the Natural Resources Conservation Service prior to starting work F Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B above) This correspondence constitutes an approved Jurisdictional determination for the above described site If you object to this determination you may request an administrative appeal under Corps regulations at 33 CFR part 331 Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this determination you must submit a completed RFA form to the following address District Engineer Wilmington Regulatory Division Attn William Wescott Protect Manager Washington Regulatory Field Office Post Office Box 1000 Washington North Carolina 27889 In order for an RFA to be accepted by the Corps the Corps must determine that it is complete that it meets the criteria for appeal under 33 CFR part 3315 and that it has been received by the District Office within 60 days of the date of the NAP Should you decide to submit an RFA form it must be received at the above address by * *It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence ** Corps Regulatory Official ��' 1 L "" S Date 01/1112012 Expiration Date 01/11/2017 The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to do so please complete the Customer Satisfaction Survey located at our website at htty / /regulatory usacesurvey com/ to complete the survey online Copy furnished Hazen and Sawyer attn Keven Arrance Page 2 of 2 Y � s. a' .. -�. � .� " �� ��3' '�� z �+-r .x� < -, ?fY' .�,.. .�-4, .�. +2�'4FTF- .A-m�"T�Z"'°' w NOTIFICATION OF ADMINISTRATIVE APPEAL O TIONI ANDTAOCESS',AND �3 --�Y t;—iF C' .�+`°'`rrj_E +A' REQUEST FOR APPEAL R FAT —M Applicant City of Havelock attn James Freeman File Number 201200078 Date 1/11/2012 Attached is Preliminary Jurisdictional Deterinination See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision Additional information may be found at h / /www usace army mil/CECW/Pages/reg_materials as x or Corps regulations at 33 CFR Part 331 A INITIAL PROFFERED PERMIT You may accept or object to the permit • ACCEPT If you received a Standard Permit you may sign the permit document and return it to the district engineer for final authorization If you received a Letter of Permission (LOP) you may accept the LOP and your work is authorized Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety and waive all rights to appeal the permit including its terms and conditions and approved Jurisdictional determinations associated with the permit • OBJECT If you object to the permit (Standard or LOP) because of certain terms and conditions therein you may request that the permit be modified accordingly You must complete Section II of this form and return the form to the district engineer Your objections must be received by the district engineer within 60 days of the date of this notice or you will forfeit your right to appeal the permit in the future Upon receipt of your letter the district engineer will evaluate your objections and may (a) modify the permit to address all of your concerns (b) modify the permit to address some of your objections or (c) not modify the permit having determined that the permit should be issued as previously written After evaluating your objections the district engineer will send you a proffered permit for your reconsideration as indicated in Section B below B PROFFERED PERMIT You may accept or appeal the permit • ACCEPT If you received a Standard Permit you may sign the permit document and return it to the district engineer for final authorization If you received a Letter of Pernssion (LOP) you may accept the LOP and your work is authorized Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety and waive all rights to appeal the permit including its terms and conditions and approved jurisdictional determinations associated with the permit • APPEAL If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein you may appeal the declined permit under the Corps of Engineers Admimstrative Appeal Process by completing Section II of this form and sending the form to the division engineer This form must be received by the division engineer within 60 days of the date of this notice C PERMIT DENIAL You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer This form must be received by the division engineer within 60 days of the date of this notice D APPROVED JURISDICTIONAL DETERMINATION You may accept or appeal the approved JD or provide new information • ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD • APPEAL If you disagree with the approved JD you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer This form must be received by the division engineer within 60 days of the date of this notice E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps regarding the preliminary JD The Preliminary JD is not appealable If you wish you may request an approved JD (which may be appealed) by contacting the Corps district for further instruction Also you may provide new information for further consideration by the Corps to i eevaluate the JD SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record ) ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record the Corps memorandum for the record of the appeal conference or meeting and any supplemental information that the review officer has determined is needed to clarify the admuustratrve record Neither the appellant nor the Comps may add new information or analyses to the record However you may rovide additional information to clan the location of information that is alreaL in the administrative record POINT OF CONTACT FOR QUESTIONS OR INFORMATION If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact also contact U S Army Comps of Engineers Jason Steele Attn William Wescott Administrative Appeals Review Officer Post Office Box 1000 60 Forsyth Street SW (Room 9M10) Washmgton North Carolina 27889 Atlanta GA 30303 8801 404 562 5137 RIGHT OF ENTRY Your signature below grants the right of entry to Corps of Engineers personnel and any government consultants to conduct investigations of the project site during the course of the appeal process You will be provided a 15 day notice of any site investigation and will have the opporhinity to participate in all site investigations Date Telephone number Signature of appellant or a ent sv z w w U) �Q U W O r w t- w O Z w �z v¢ o w N n a W N Q w Q Z Z w cn O N 04 y N 51c, CIO!) 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Stir '` cn Oo + F d�•° �� 9 cam'n °O p 1S 409 5 A A n M axNOr�i gE O a 7 + G x '-] G� O ° O r � _ 8m N \ m + o s Z N S S 7 s � e �zm STA 6042829 Z Raa a� NA �o N w my oa m m zm I T1 O O Z O END CASING < m - _ _ -- O C 0 c Z � 2n C7 --I mm + z r p< °O m 0 T 'm'^^ VI O C ZO 0 � o m N i o -� = D f m 0 G rn D� 0 \ o cn Oo + m D �� VJ ]i D Z y 2 mo O T n o 4 r m U O N O tNP O YP ++ m °o D Z A A n O ALL UNpeq�,�O�.ys,�g r[�40d axNOr�i U D + G x '-] G� O �y ttNDD N \ O O s Z N _ � e I STA 6042829 Z �o N NA �o I my s x N m m A E zm I T1 c : w is Z O END CASING Z - _ _ -- O w Z Z V F. z C7 --I mn o °� z -n N m 0 o n O1 Pna O 70 + O T n o 4 r m U O N O tNP O YP ++ m °o D Z A A n O ALL UNpeq�,�O�.ys,�g r[�40d axNOr�i U D m G x '-] G� O �y ttNDD N \ � s Z BEGIN CA51NG _ � e I STA 6042829 Z �o N NA �o I my s x N m A E zm I CL FRANKLIN ROAD c : w is _ _ O END CASING s Y - _ _ -- STA 514-7.8,29 w Z V F. z O_ zi�Ne mn z N N y i � N O n O1 Pna �a rn � o y i o f m 0 G rn \ o VJ ]i eD m y 2 mo out s ti I mSl� oy z � � m El mpo x iK{ �� qg my oa �m iN C� c m � Q ;Ef z m-' n32D = mo.mq zC A 0 0 uai r rT1 II STA 65+ PROPOSED 24 45 BEND o `d 9 Z STA 65+95 A X C PROPOSED 24 22 5 BEND NIX STA 66 46 PROPOSED 24 45 BEND 0 0 STA 67 +46 PROPOSED 24 225 BEND O £ m A N imf� 0 x IR i+ I omN cam i STA 68 S9 A x PROPOSED 26 225 BEND 4 STA FD OR P OSED ARV ASSE 6 SEE DETAIL 1509419 O U N s ; c� G� STA 69+4 PROPOSED 24 225 BEND O T n o 4 r m U O N O tNP O YP ++ m °o D Z AL DRAWINGS DO NOT USE FOR CONSTRUCTION MATCHLINE - STA 60 +00 SEE DWG C -6 I D Z 10 8 A A 7 O ALL UNpeq�,�O�.ys,�g r[�40d axNOr�i U D Za rO A G x '-] G� O �y ttNDD N \ � s Z MATCHLINE - STA 70 ±00 _ � e I / A Z N NA �o I 0VN 1 zm I z o �a O � s Y zz O < Z V F. z O_ _°. cZi o z N N AL DRAWINGS DO NOT USE FOR CONSTRUCTION MATCHLINE - STA 60 +00 SEE DWG C -6 I D Z 10 8 I I 7 FRANKLIN ROAD U D O N �y ttNDD N \ � s Z MATCHLINE - STA 70 ±00 _ c I / A I I I 7 10 U D o� S$ N \ �m cue MATCHLINE - STA 70 ±00 _ SEE DWG C -8 yo NA �o I zm I o �a s Y Z g 4 cZi o m O D y i � N O rn i o 0 G rn VJ ]i eD m y 2 � x s ti I mSl� � � m mpo x iK{ m � N oa c m • Y A N W � O ntT �m C A J. p 4 U � N N U D A N \ m I MATCHLINE - STA 70 ±00 _ SEE DWG C -8 0 r? v IHALIFAX ROAD N a?o 2R5j N Nan m H D D >yr mZr oA o vX-i zz �z n xo n c O� m 0 z� zv UF K N 0. 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Z A �QQA � �N 0 o on zj m mD D� r r 0 0 � r m n 9 v T n 4- f— m O �' o w o u o w o m K + D o Z ALL U s RC tOfi, N Ay o `n 3H1 W W 2 O C (� x1 $ a C.) z0 O W O p7 p ai N N VAL DRAWINGS DO NOT USE FOR CONSTRUGTION MATCHLINE - STA 180 +50 ` SEE DWG C -17 0 °o zz O A r Z l �9 W C O I C ( ( I I I I I Ny N $ 4-FI o� s n � � v A ( N O nzz Q T l I I D l I ^/ N m - Cl ui N O 0 m yzy I y v -i z o° m is CO C MATCHLINE - SEE DWG C I aA �o 4M A a y > m C a �o ( v d f fIF--,ze S N apo N y n A n6n A X � 2 r > y r m Z r0 A X_ z �^ n �Onn T nz> O Z m VAL DRAWINGS DO NOT USE FOR CONSTRUGTION MATCHLINE - STA 180 +50 ` SEE DWG C -17 0 °o zz O A r Z l �9 W C O I C ( ( I I I I I Ny N $ 4-FI o� s n � � v A ( N O nzz Q T l I I D l I ^/ N m - Cl ui N O 0 m yzy I y v -i z o° m is CO C MATCHLINE - SEE DWG C I aA �o 4M A a y > m C a �o ( v d f fIF--,ze S N apo N y n A n6n A X � 2 r > y r m Z r0 A X_ z �^ n �Onn T nz> O Z m 0 11 u� tr 10 Cl �W 2 w 00 W F WQ W �o of LU a o r � F ! N muo CC Z Xp_ OWa O uo< uj 0 ;a O O VdS rn 00 � Z Z C) O ° 81 -0 OMO 33S 09+O91JIS 3NIIHO1dW 0 1 r- e jP l oll 0 B FM 3 3 + I 31 6 WATER I 3 � z � a N n W W� } y I I � ^ w� P r � I � � I ICII 3� 9I -O OMO 33S 00 +OL1 d1S - 3NnHavyi 9 m r J > N O ix ix m w O O fy Z I p Q J I a NoiionHJSNOJ HOA 3Sf1 MN Od SF)NiMV)40'1VNI4 N o zm O r. a O OZtIE a CO o�,paACT �C, Q] Z N N w Q 3~ O N N N m 0 0 0 O Y d m C 0 s 4c �rns?�o �d30N(I T1V o oa Y V !2 ^ N rp Z o — — — Ot 001 V15 ° 3 0NI VD ON3 3 i u 0W5 r'da w am ax U � U ° °a!N GL V1S UNISVO N'U30 n o _ giL � a ° �m a z N X Z w O 2 v 2 y - �� u o R V � Zao �z J W IIa i' d 0 ANV ® v NW S 6t960S1 11V130 33S Al9W1SSV ANV 03SOdONd 06-fUI V1S i r r U a m 11 z 10 Cl J 1 2 w 00 W J W + LU a ¢ w a� N �oz CC U O uj 0 ;a O O d g 00 f— C) + co r Z CL y W Q O Q ig of � w ao O y LL g ob zl�(.j� Q4 LU LLo 1 r ? NQ N ac N 5 a, N C N Tn m V � co h L � m=v 1 I Z �w 9 C = W �o � s DU O � C ^ a� o 0 1 r- e jP l oll 0 B FM 3 3 + I 31 6 WATER I 3 � z � a N n W W� } y I I � ^ w� P r � I � � I ICII 3� 9I -O OMO 33S 00 +OL1 d1S - 3NnHavyi 9 m r J > N O ix ix m w O O fy Z I p Q J I a NoiionHJSNOJ HOA 3Sf1 MN Od SF)NiMV)40'1VNI4 N o zm O r. a O OZtIE a CO o�,paACT �C, Q] Z N N w Q 3~ O N N N m 0 0 0 O Y d m C 0 s 4c �rns?�o �d30N(I T1V o oa Y V !2 ^ N rp Z o — — — Ot 001 V15 ° 3 0NI VD ON3 3 i u 0W5 r'da w am ax U � U ° °a!N GL V1S UNISVO N'U30 n o _ giL � a ° �m a z N X Z w O 2 v 2 y - �� u o R V � Zao �z J W IIa i' d 0 ANV ® v NW S 6t960S1 11V130 33S Al9W1SSV ANV 03SOdONd 06-fUI V1S i r r U a m a z + 2 w 00 W J W + LU a U 00 U CC U O uj 0 W O O d 00 00 f— C) + co r Z CL y W Q O Q LL CO O O m S LL g o U LU CL � o a, N C N Tn d rn p z d Ln y � cwnN�r" o z z Q W + LU a U 00 U 0 i a. uj 0 W - Z J LL! Y LUL V U W �O CL y UJ W O O Q LL CO O O m S a. J W U Q N sa� � o a, !O C N r m V � co h L � m=v m C e� O � E 9 C = W � m s C ^ W " 1 + It Q N Qm z 0 8 LJ p °o p + d n n n 0 O o ry d Ln y � cwnN�r" o z i V - 8 y O ° y m S N sa� � - 9 s G Ha °o p + d n n n 0 O o ry 2 O" A U Cn A O CA Cn W O N N � O U I O Cn O Cn O [r nA > ico O uiC CC T O d°1 < A r � � D O n O O m { c r O o rn � B B O� + O O pz $O yy r 4 O O O rya ="' � � o M C a z )> n Ln a � + a CD Q N p A pN y r �S N° O cn ! parr A ^o ild�\ + - f �Tn CD M t 0 0 Q m m + O n A ZQ � 3 OP n z m m� OSN 473 J b o m N 7 ? X p r 41 I ? I CN I CN I I 1 N N I I O O Cn (n O i O Va ` o r m a O N CT N O 1 CT 1 I Cn O CT O Cn N N O Cn < m r O C O� D n cn O 36 mm r M o 0 O <_ m nn n m c ov = - � z =D O y o n 0 m O +o m z� o STA 156 25 57 ° STA 166 37 PROPOSED 24 FUSED DRI HOPE PERT BEND \ D D Z Q STA 166 +47 USED HOPE THRUST COLLAR CONQt TE \ PS HOPE BELL MJ ADAPTER KIT RESTRMNEO STA 166 57 \ \ � 30'X24" DI RED g \ �\ O O A Tn N m n -n 55 n °o ¢ Z C a� o m o Om � ° m rn + r= p m °o n m c K °�- �sz O D_ ACC � e °v �y v � a 0 c; + �Y 9 ? O O O�oO o f �� zrnm3 lOM A O ; Z C D N m>� z ^ Ay w w D z J CD ^ c0 a 0 1 1 1 1� 1 I o �' o t>, o cr C) " .0 f O CJ) -< O CN O N N Cr O Cn U1 O 07 m j N FINAL DRAWINGS DO NOT USE FOR CONSTRUCTION mm i nnu i cum uru 3en i mu nn OMMUMUn -1vuu >s � F MAICHLINF ' EFr�UN£ ` QWC CL7S-TA 1 OQ ° I 1r11 O / m 0 p r N I c m tr j 1 m ° m C y l d 9 [f CPh �o H HERS "RANCH ' L ~ A H m y < I < o� ^s N mz� H ap- °o !� Z 7 Z i C �15 No9 � I f'l Y ' rn I I r�zn Qpz e O I I � ONiON t S I (A x T Z A = E m s M/, Fta� � p � CRF °m N V a I° O`ot VL I I o Z - g� C7 I I c o _ �zg° �A m r C 4 O -n I g < cn M 7mo m O o I o� � �m c Zv ' O z " -mo ' > 1 O D I AQ 0 m uNOF/ O x , A I �.3 a D M I �� y Z �Qo �ddx Dn MR ( � 4 N D � � m w Z T r� Z O Z 0 o I I N o Z � n �- Fi m o ° + + O D ( n OVON 3DNVa 31318 v N J �y nn ;vn g I zz0 p K'i N o o ' �g " z � N mm � I ASr7 r�i °zr s z r�5. F po p� o�� m m rn Zym �X my Cqf O D 03 Azo ^'p ti WOJ Z +�OZ v MATCHUNE - STA 170 +00 6T h m n i n N SEE DWG C -17 i I MATCHLINE '� c o mf o 'rri p� m A 6i N N 1NAL DRAWINGS DO NOT USE FOR CONSTRUCTION o �< � cz s V = 4 _ i EE .K., ozrc as �o goy Wa �ao m� .gg�zo< �Fa rcxa oo� OW< $Vi Jo} 3 a o w Ua NU� I 0 N g I z La J O Vl I T I r- a � 2 w O � � W u rva � I r H 9 ° I . L V m P to- I Y f 2 i W ce a °OW W z °nom 0 aw 91 -3 9M0 33S OQ +941 ViS - 3NIIHQ1VN _ 41 -3 9MO 339 QQ +Q41 V1S - 3NnH31VPV Q d NouonHisNm kO4 :lqn o nM na. QPMJA dl fl lwmi j N N Zu In O N co Q� r c r o c� U � Cn 6 O �OZHE pa ' oM a� < 1 Q,* UC ®� i^ W R z N cF`o�`"` n � 4` z a 3- � N N N � m O N Q ro a ff qm�o . � U x �d d SNp� Ob30 nfl TTV o o o N N D Z o Q O W a W J lL CC O f LO a - o � 0 0 w Z T LL g o U_ CL a N Cl) oW n Z S C `r H J w � t o � Z U w C CC U S O0 F- H W S W 4 O C N O Z J l w Y VU LL w ErO Lm H U)Q � S W US < x K Wa 8 Q Y J aw =o O d>- J w s U Q W S o N V oW n S C `r O Z � t o � Z U N Q O C 9B p - E a 0 W C e 4 C N O W o l CD Lm Z O F G Std � S W < x K Wa 8 Q M7 J aw \�aP a N s W S N V J > � 2 W L� 2 yAy C) p O pp � u T1 I I I I-]I, O S M MY NIN S 6116041 WIN 33S Al8N3SSV Aff CflSDdDild 09 OVl dl lD �- n eA 'A C `r V - � t o � Z U O C 9B p - E C e tte,,s� C Ti �3 C W o l CD Lm d rd'oN Std 3 O 8 Q M7 lyb \�aP a N s S N V � 2 W 2 yAy CD W p O pp T1 I I I I-]I, O °o i 0 - �JS ni Q �S NAP cn s �' O em pIn > �Nrdr O b (Firms dam ® F 7 W + O r L �o N V =A� + 4 0.0 cn m O � m C O O v � O od0. W m + O O 'D 3 �c z B O B 2 D � C cn M w �M �o g Z 0< s z g4 gym'^^ r g m 0 z 00 IM-0 > N + 4 O 3 i m S 29 n D9 �m w m yT d� W 5 D z �S NAP cn s �' O em pIn > �Nrdr O b (Firms dam ® F 7 W + O r L �o o m m V =A� 3 m � � � m 0.0 cn a � N � m C O O v � O y od0. W m + O O 'D < m �c Z O 0� � D � C cn M w �M �o g Z 0< s z p6 gym'^^ V! g m 0 z 00 IM-0 > r� A -4 m m 0 29 n D9 �m w m + 4 D D z O � W °o A O () n '{' A m O a tr O N o U o O m + D o Z o ° AE, UNDE �N °a ! ni� n0 z z m f D ° z IIIIT K -yi :11 '� R. r 'aD 7 13V pl A ti `o y 3N1 W W Z O a zz O t Q1 A mf ° o N NAL DRAWINGS DO NOT USE FOR CUMTHUCHUN I MATCHUNE STA 130 +00 SEE OWC C -13 1 t1 i m C: ; C r C z r D z L7 I 0 Y y O zz y° 4 7H 0 I I c I I I y o I ' 1 a NN N N = m `7 ° 6 PVC / �ry ' 6 PVC / o ' D M u m J Mq TC, / f �WC C_155 A 1, c` 2nn vn zzo o N N y D ��'K on �og vx$ o 5r-i o�� ys� A m a pis.O Z m O 6 rn ac m0. m m i cn N C O O O y QB e -{ 'D m m Z z r �� C p Z z s z p6 ° g m 0 m ° n r� A -4 0 m W °o A O () n '{' A m O a tr O N o U o O m + D o Z o ° AE, UNDE �N °a ! ni� n0 z z m f D ° z IIIIT K -yi :11 '� R. r 'aD 7 13V pl A ti `o y 3N1 W W Z O a zz O t Q1 A mf ° o N NAL DRAWINGS DO NOT USE FOR CUMTHUCHUN I MATCHUNE STA 130 +00 SEE OWC C -13 1 t1 i m C: ; C r C z r D z L7 I 0 Y y O zz y° 4 7H 0 I I c I I I y o I ' 1 a NN N N = m `7 ° 6 PVC / �ry ' 6 PVC / o ' D M u m J Mq TC, / f �WC C_155 A 1, c` 2nn vn zzo o N N y D ��'K on �og vx$ o 5r-i o�� ys� A m a pis.O Z m O 6 rn ac m0. m m i C O O O y QB e eo Op � �� �N p s z p6 go g g m ms ° n r� A O � � O ?1 < r r a m vl STA 135 +71 A P PROPOSED 24 225 BEND 9 STA_ _ F 5 5 MIN ROPOSED ARV 1BLY SEE GETAIL 1509419 $ $C� ® ® ARV 7 CL N ` G GRAVEL DRIVE () n '{' A m O a tr O N o U o O m + D o Z o ° AE, UNDE �N °a ! ni� n0 z z m f D ° z IIIIT K -yi :11 '� R. r 'aD 7 13V pl A ti `o y 3N1 W W Z O a zz O t Q1 A mf ° o N NAL DRAWINGS DO NOT USE FOR CUMTHUCHUN I MATCHUNE STA 130 +00 SEE OWC C -13 1 t1 i m C: ; C r C z r D z L7 I 0 Y y O zz y° 4 7H 0 I I c I I I y o I ' 1 a NN N N = m `7 ° 6 PVC / �ry ' 6 PVC / o ' D M u m J Mq TC, / f �WC C_155 A 1, c` 2nn vn zzo o N N y D ��'K on �og vx$ o 5r-i o�� ys� A m a pis.O Z m O 6 rn ac m0. m m NAL DRAWINGS DO NOT USE FOR CUMTHUCHUN I MATCHUNE STA 130 +00 SEE OWC C -13 1 t1 i m C: ; C r C z r D z L7 I 0 Y y O zz y° 4 7H 0 I I c I I I y o I ' 1 a NN N N = m `7 ° 6 PVC / �ry ' 6 PVC / o ' D M u m J Mq TC, / f �WC C_155 A 1, c` 2nn vn zzo o N N y D ��'K on �og vx$ o 5r-i o�� ys� A m a pis.O Z m O 6 rn ac m0. m m �o iFvF V N O W n� F X � w V a� O J O r 'sn60 K OWU�. U G a ua5 N tl -3 9M0 33S OCT7MV1S - 3NIIH:)lyW U J I a� 3 n4 zd� 5E o wLLfa m�Yi 6� 3 O W W R I i i j �o N= r w 2 O `( Q V O z � O W W J r O O W LL J M b U W 7 oW V � Nd I a � > 1} ;o �o m _ a ,a - r F 8 + N O I i� 00 +'pZl b'1 -3 OAQ 33S - 317jHj1bW Q W 11 NouondiSNOO BOA 39n iLoN Oa SONIMVBO IVNiA O O 0 Z 99+QZL vis + o a 0 .�N ON38 ROA SZ LL 4i (I3SOdDHd N N z� M a So 9zL vis W N co o 4= r o= U z o Q < cn O ON39 IMA S Z E L iZ Q35OdDad g Cl SNE a3`1 ON ACT c ' o(h H m v� �z N N (n Q U= c c a 2 U) 0 C9 GZL vis O a 3~ Li _ ' Y7222/y a i = a z mz s O zz 3 N O i �b30N(I 2 wSw 5 3 c 71V c 0 a 0 Z o C o _ o N r N O 0 0 W LJ r ° U LL GN39 RBA SZ LL aZ mSOdOad cr O O 0 Z 99+QZL vis + o a 0 .�N ON38 ROA SZ LL 4i (I3SOdDHd 0 CC:V a So 9zL vis W n Js z J J � ON39 IMA S Z E L iZ Q35OdDad g Cl LL w c S!+ L a1S N (n Q U= ON38 RBA 5Z It tiZ O3SOdOdd U) 0 C9 GZL vis O a J w N U Q 2 a 0 V Qp L m Z U m C p — E W } n � m _ m Q C Ti v ; U a 3 memo �o a 3 n LLJ a O o S fy 06 a ,°nom C FO /� e 8ff ff� C C n AW S NIN sitagLiv13O 33S l�a l vlvl G n 0 4 N � Q ° + 8 cr O O 0 Z ~ + o a 0 .�N W Cr 0 CC:V Z N W Q � z J J LL g Cl LL w a F- ° N (n Q U= U) 0 �O O a J w N U Q V O V 3 Z 0 Z + J 12 W .�N W Cr 1YOdd N �_ CC:V O z CL w O U) Z J LLJ VU LL w Cl > O a ° N (n Q U= Y 0 �O O a J w U Q 2 a 0 V Qp L m Z U m C p — E W } n � m _ m C Ti v ; W a 3 �o a 3 O V 3 1 a: 1YOdd N �_ �O 3 I �e z N W 2 6 0 O V 3 _ I O � + T 0 0 + O 0 0 0 A S2 O Cn O O ARC o cn n T yN O�O v Z' p oS O � Z Ho O ~O 4 o C) DO 4 --I o Z � � W c7 0 /J x 5 o m + o z to ° � o o 0 mm < n m O b cn m F 00 3 2 P, O N ND H D + ° + O O Cn O O ARC o cn n T yN O�O v Z' p oS O � Z Ho O ~O 4 o C) DO 4 --I o Z � � W c7 0 /J O (n I cn o p 1S Np9 � r + ro l �l� d� BEgN CASING i STA 11328 S m zz M �3 7 ze � � O Ole a z W n O O v O + 8 S Lp A Z7 + Q O 4 m A 45 REND W + O (n � no N A o cn < m c oS O � Z Ho O OWE o C) zz v --I o T. x 5 + m + o z to ° o o mO mm < n m STA 118 45 PROPOSED 24 cn C 00 M O =D n is M + O 0 z A m D D Z 45 REND W + O (n � w tl� O N A o cn O O � O � O m m oS O � Z Z C o C) zz v --I o La + g c P m m + o D Z - T� -� R II z� o � o O w tl� O cn o cn O O � O � O �ot73 J oS O � A's ° na CL GREDC = nimmm s og�2 a H 2 N � KS O p 5 REND �g v 4 �o u ov rs ca N0 II o, 0 r5 10 Z O - r a G � C D O � NA � 07 zC $� cR m ^� a A C Dn A Caf O D O r O � 711 0 Ea a �{y CD N O a mf A N 1NAL DRAWINGS DO NOT USE FOR CONSTRUCTION PROPOSED 24' 11 a L z � my p �$ N Ln II I D $ Z _I�n anriw an m �$ ° f Q f _ o En o MATCH�STA 'I09 ±00 1 O 1' J ovoa ss3ood airNn , n = � v z mo an x �m �N n I 1 I�rn I im y Z g �o at on zo C S yD Jj $ e 8 O R O C � A Iii o O Z > M N ° a u R SCGO�� 4x�s g° �Z m Caf o� w� A Z O 0 9 30 CZi � yv oa o� A � y Z N ; � N m m � I z v m O A m a A N 2 0 I ~ I I F b Kqv m o 1 a P O I 0 �o r \ / / on a 8� m° ZN m v z 0 12 p QO 9 cr o AAr�U ;�fFSS ^ CZ, Srq\12p +¢ , rn r D Z 0 0 to z a I a z v Z< m�j Z m 8Z a v z g02 ab 1^mz '^zo 2 F O aZ O, ZN �D 8U 5x 0z mn �� iy rim v'� zs Qin z� mm O :22 s z� r� � mOz m V az 3z zca ka' ° rwW Qo �w N CQ Uw�IA NZ 6� WO b1g.6 0 0 -0 Z¢ <S wau�iLL �2"� OcVN V �2WZ F S Z 4 Q F R U vxi6p �Zj °� MM oW°' ZyX Ty Sz -d °d w W> l"oaw Q N W> W V coo ^ oas Nw� nc� a�aao S�, o N Mg, Mw I 11 D h MwDM1t 2 Mkl ~ MN z M O °b nw MW 11 -0 OMO 33S �00+6Z109iO - 3NIIHOlVW W a x U I o MV mw MW MW I w °z N�AW MW l Sd W S z MW MW m MW MW 2 N mw I .n c`ry M n MW o� w� <& Al Na vJi g O i Mw ° u i O R a MN t t ' 3 VVVEfff w t W (7 10 a 10 Cl Wzl F h ax� C W Z O 6 > � ao a3� ¢ U U b � I 3 p «- F � I I J QF W W }" z 0 ° h 1 r O W d N R d w I N r O I( -0 Z o Z l0 o O f O F N3 co U O � a O M o z W fr AaV o tHE �00a ACT a o O S NUN A' �yyy o � � yf V1 N ° A Z O IIIIIO_ n -1 o 01 -0 OMG 3 Q U ie s r AH sod a p 00 +00t V1S - 3NI1HOIVd V V Z a NOIlMBISNOJ a0A 3Sn LON 00 SBNiMVH(I "INNU Z o Q o W J O 0 LL LL a 0 LU Z O � Q r LL g z LL o W 0- a d' H °n ry ry ,n O N O CV CD O AVMOV08 13AM Z o Z l0 o O r O ON30 S ZZ iZ 03SOdMd N3 co U O SO MI V15 a O M W fr AaV o tHE �00a ACT a o v z N S NUN A' �yyy o Y VU A Z O �p -1 Q Q U ie s r AH sod a 3- •" ��� ° N W O 0 Q Y N Z I L {f+ IL y m z U o O Z i SN.,pO'7H30NA LL w W 71e ° U a � Z o Q o W J O 0 LL LL a 0 LU Z O � Q r LL g z LL o W 0- a d' H °n ry ry ,n O N O CV CD O AVMOV08 13AM Z o Z l0 DO Z W O ON30 S ZZ iZ 03SOdMd W a �V S O SO MI V15 h- $ W fr AaV o S NUN J Y VU LL w O cr 61i6081 1Itl130 33S -1 Q U ie s r AH sod a = Y Z9 +9p1 V15 i LL w W II U > Q J S .I. D O N °u `• G `r O go u a ON38 S u roZ 035od0ad h LG O Z U 0 x O p _ E F K ma E�c o; C W C 1 w a °�z o? C N to O O q Su a FS d 0 F 2 n O t Cl °o CD O 1 0 Q N Lu Qm O l Q y�Q N dW l/1 13 wo a ? a a 0 3 C N W x = e e mll O Z o Z DO Z W O W CC W �V S O h- F- W fr W Z c/) J Y VU LL w O cr -1 Q U = Y J LL �0 O LL w W U > Q 2 .I. D N °u G `r O go u h LG O Z U O C a$ p _ E " ma E�c o; G W 1 0 Q N Lu Qm O l Q y�Q N dW l/1 13 wo a ? a a 0 3 C N W x = e e mll O FINAL DRAWINGS DO NOT U3k FUK WNU i nUW ivn