Loading...
HomeMy WebLinkAbout20150687 Ver 1_401 Application_20150715SUI AT DESIGN AND ENGINEERING SERVICES TO Karen Higgins 401 & Buffer Permitting Unit Supervisor NCDENR Division of Water Resources 1617 Mail Service Center Raleigh, NC 27699 ATTN Karen WE ARE SENDING YOU ❑ Attached ® Prints ❑ Reproducible ❑ Copy of Letter ❑ Change Order COPIES 4 4, 4 TRANSMITTED 919.732.3883 SUPJMIT- ENGINEER.COM 504 Meadowland Drive, Hillsborough, NC 27278 LETTER OF TRANSMITTAL DATE: 07 -08 -15 1 PROJECT: 14 -0060 RE: Star Mount Subdivision Phase 111 ❑ Under Separate Cover ❑ Transmitted Via ❑ Specifications ❑ Shop Drawings El DESCRIPTION PCN Notification Forms Endangered Species, Historical Structure Data, Deeds, Soils Map, Flood Map, Culvert Calcs & other supporting documents Plan sheets showing buffer impacts ®For Approval ❑ As Requested ❑ For Your Use ®For Review and Comment COMMENTS Please find the attached PCN and supporting documents. I have also attached email correspondence between myself and USACOE Eric Alsmeyer. Please review these and send me any comments /feedback. If you need additional information please don't hesitate calling or emailing me at the information below. matt.hastings(a-)summitde.net or 434 - 579 -4604 COPY TO SIGNATURE: _ Matt Hastings, PE T AO aa� W ATF90 2 0 1 5 0 6 8 7 Office Use Only - M i Corps action ID no. o �. ■�' c DWQ project no. f ��► Form Version 1 41•-anutW009� Pre - Construction Notification (PCN) Form , e A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: I ❑ Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? I ❑X Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank ❑ Yes ❑X No or in -lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ❑X No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Starmount Subdivision Phase III 2b. County: Granville 2c. Nearest municipality / town: Town of Youngsville II 11 , r7 t, 2d. Subdivision name: Starmount Subdivision 2e. NCDOT only, T.I.P. or state project no: I N/A 1 tf{1f t� /a t ✓J� 3. Owner Information a L��5 _ , 3a. Name(s) on Recorded Deed: Sterling Creek, LLC &JAMES &NANCY HARGT,UN 3b. Deed Book and Page No. DB 1213, PG 9 & DB 146, PG 239 u` r�tK pERMiTTING 3c. Responsible Party (for LLC if Jim Parker applicable): 3d. Street address: 504 Meadowland Drive 3e. City, state, zip: Hillsborough, NC 27278 3f. Telephone no.: 1 919 - 732 -3883 3g Fax no.: 1 919 - 732 -6676 3h. Email address- I lames.parker @summitde.net Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑X Agent ❑ Other, specify- Engineer 4b. Name. Matt Hastings, PE 4c Business name Summit Design and Engineering Services, PLLC (if applicable): 4d. Street address: 504 Meadowland Drive 4e City, state, zip: Hillsborough, NC 27278 4f. Telephone no.: 434 - 579 -4604 4g. Fax no.: 434 - 575 -0617 4h. Email address: matt.hastings @summitde.net 5. Agent/Consultant Information (if applicable) 5a Name: Matt Hastings, PE 5b. Business name (if applicable). Summit Design and Engineering Services, PLLC 5c. Street address: 504 Meadowland Drive 5d. City, state, zip: Hillsborough, NC 27278 5e. Telephone no.: 434 - 579 -4604 5f Fax no.: 434- 575 -0617 5g. Email address: matt.hastings @summitde.net Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): I Pin# 183600153325 & 183600250262 1 b. Site coordinates (in decimal degrees): I Latitude: 36.1265 Longitude: -78.5546 1 c. Property size 51.8 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Ford Creek 2b Water Quality Classification of nearest receiving water. C; NSW 2c. River basin- Tar - Pamlico 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Wooded with residential homes in all directions This is the third phase of Starmount Subdivision 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property: 2,171 3d. Explain the purpose of the proposed project. The development of a residential subdivision with a new proposed street to access the property which crosses a buffered stream. 3e Describe the overall project in detail, including the type of equipment to be used: Heavy equipment will be used in the clearing and grading & construction of the new roadway that will cross buffer and stream. New roadway will consis +❑ 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑X No 0 Unknown Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: 4b If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a Have permits or certifications been requested or obtained for 0 Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain In detail according to "help file" instructions. E &S permit was obtained for phase II prior to the stream crossing Phase III of E &S review is waiting for the PCN to be completed 6. Future Project Plans 6a. Is this a phased project? I 0 Yes ❑ No 6b. If yes, explain. Phase I was completed several years ago Phase II is under construction and includes all work prior to the stream crossing. This is the final phase of the subdivision Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 1. Impacts Summary 3a. 3b. 3c. 3d. 3e. 3f. 3g. 1a. Which sections were completed below for your project (check all that apply): number intermittent (INT)? jurisdiction stream ❑ Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction Temporary (T) 2. Wetland Impacts feet) S1 P Fill Embankment Unnamed trib. Ford Crk INT I DWQ I 5 If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number S6 Choose one Corps (404,10) or impact Permanent (P) or 75 3i. Comments: DWQ (401, other) (acres) Temporary (T) and has been confirmed by the USACOE. See attached email correspondence. W1 Choose one I Choose one Yes /No - W2 Choose one Choose one Yes /No W3 Choose one I Choose one Yes /No W4 Choose one I Choose one Yes /No W5 Choose one I Choose one Yes /No W6 Choose one I Choose one Yes /No 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Fill Embankment Unnamed trib. Ford Crk INT I DWQ I 5 75 S2 Choose one S3 Choose one S4 Choose one S5 Choose one I - S6 Choose one 3h. Total stream and tributary impacts 75 3i. Comments: The stream impacts fall under a nationwide 14 impact and has been confirmed by the USACOE. See attached email correspondence. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody 6g. impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporary (T) mitigation 01 Choose one I Choose 02 Choose one I Choose 03 Choose one I Choose 04 Choose one Choose B1 P Roadway Crossing 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 I Choose one P2 I Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑X Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Temporary (T) feet) feet) B1 P Roadway Crossing Unnamed tributary flowing into Cedar Creek No 4,711 3,157 B2 I I No B3 I I I No B4 Yes /No B5 I I Yes /No B6 I I I Yes /No 6h. Total Buffer Impacts: 4,711 3,157 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The project consists of a new roadway crossing to access a third phase of Starmount subdivision The initial design showed the road crossing the creek in 2 locations to maximize the number of lots After the field survey identified the onsite stream we rerouted the road around the creek and pushed it as far south as possible to try and miss the creek entirely However, to allow access to a large portion of the property, it was necessary to cross at the furthest upstream point that could possibly be crossed 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques A road is being built through the stream so there are no construction techniques that will avoid impact There are no areas onsite where there are crossings without permanent impact. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes ❑X No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this El Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank. Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type- Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested- acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments- 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires I Yes X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Level spreaders and/or plunge pools to be used where new /existing concentrated discharges occur ❑X Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0.118% 2b. Does this project require a Stormwater Management Plan? ❑ Yes x❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There is no stormwater program administered in this area. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: NA 2e. Who will be responsible for the review of the Stormwater Management Plan? I NA 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? NA 3b. Which of the following locally - implemented stormwater management programs apply (check all that apply): 3c. Has the approved Stormwater Management Plan with proof of approval been attached? 4. DWQ Stormwater Program Review 4a. Which of the following state - implemented stormwater management programs apply (check all that apply): 4b. Has the approved Stormwater Management Plan with proof of approval been attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? 5b. Have all of the 401 Unit submittal requirements been met? ❑ Phase II ❑ NSW ❑ USMP ❑ Water Supply Watershed ❑ Other: ❑ Yes ❑X No ❑Coastal counties ❑HQW ❑ORW ❑Session Law 2006 -246 ❑ Other. ❑ Yes ❑ No ❑X Yes ❑ No ❑X Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ❑X No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA /SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b Is this an after - the -fact permit application? El Yes 0 No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in El Yes ❑X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. This protect is the final phase of the subdivision There is no room for future expansion The current design includes level spreaders and filter strips along with plunge pools that will be used to diffuse flows and reduce sediments prior to entering the buffer /creek 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Each housing unit wil have it's own individual septic tank and drainfJeld Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or I Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act I ®Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. I Raleigh 5d. What date sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Threatened and Endangered Species list by County and Natural Heritage websites (SEE ATTACHED) 6. Essential Fish Habitat (Corps Requirement) 6a. Will this ro ect occur in or near p J an area designated as essential fish habitat? ❑Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? South Atlantic Habitat and Ecosystem website (See Attached) 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. WIII this project occur In or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would Impact historic or archeological resources? NC State Historic Preservation Office GIS website 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? 8b, If yes, explain how project meets FEMA requirements; ❑ Yes 8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplaln Map #3720182600J, Dated April 16, 2007 and the NC Floodplain Mapping website Matthew Hastings Applicant/Agent's Printed Name Applican gen nature (Agent's signature Is valid only if an authorization letter from the eDDlicant Is Drovlded.) Page 10 of 10 ME. 07 -07 -2015 Date Star Mount Subdivision IPaC Trust Resource Report Generated July 07, 2015 11.29 AM MDT IPaC Trust Resource Report US Fish & Wildlife Service IPaC Trust Resource Report Project Description NAME Star Mount Subdivision PROJECT CODE TS H OO- 6S56Z -FJ DC7- 2ZVVV-U PQ6L4 LOCATION Granville County, North Carolina DESCRIPTION Residential Subdivision in Granville County, NC. Phase II under construction. Phase III waiting on PCN l� TS H OO- 6S56Z -FJ DC 7- 2ZVVV -U PQ6 L4 S 3 x ..t119fllagiiJ�3§ 7ta U.S. Fish & Wildlife Contact Information Species in this report are managed by.- Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636 -3726 (919) 856 -4520 07/07/2015 11 29 IPaC Information for Planning and Conservation Page 2 Version 2 1.0 IPaC Trust Resource Report Endangered Species TS H OO- 6S56Z -FJ DC7- 2ZVVV -U PQ6L4 Proposed, candidate, threatened, and endangered species that are managed by the Endangered Soecies Program and should be considered as part of an effect analysis for this project. This unofficial species list is for informational purposes only and does not fulfill the requirements under Section 7 of the Endangered Species Act, which states that Federal agencies are required to "request of the Secretary of Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action." This requirement applies to projects which are conducted, permitted or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can be obtained by returning to this project on the IPaC website and requesting an Official Species List from the regulatory documents section. Clams Dwarf Wedgemussel Alasmidonta heterodon Endangered CRITICAL HABITAT No critical habitat has been designated for this species. Flowering Plants Harperella Ptdimnium nodosum Endangered CRITICAL HABITAT No critical habitat has been designated for this species. Smooth Coneflower Echinacea laevigata Endangered CRITICAL HABITAT No critical habitat has been designated for this species. Critical Habitats Potential effects to critical habitat(s) within the project area must be analyzed along with the endangered species themselves. There is no critical habitat within this project area 07/07/2015 11.29 IPaC Information for Planning and Conservation Page 3 Version 2 1 0 IPaC Trust Resource Report Migratory Birds TSHOO- 6S56Z -FJ DC7- 2ZVVV-U PQ6L4 Birds are protected by the Miaratory Bird Treatv 8!�J and the Bald and Golden Eagle Protection Act. Any activity which results in the take of migratory birds or eagles is prohibited unless authorized by the U.S. Fish and Wildlife Service (1). There are no provisions for allowing the take of migratory birds that are unintentionally killed or injured. You are responsible for complying with the appropriate regulations for the protection of birds as part of this project. This involves analyzing potential impacts and implementing appropriate conservation measures for all project activities. American Bittern Botaurus lentiginosus Bird of conservation concern Season Wintering Bald Eagle Hahaeetus leucocephalus Bird of conservation concern Year -round httos ://ecos.fws.00v /soeciesProfile/ - Brown- headed Nuthatch Sitta pusilla Bird of conservation concern Year -round Bird of conservation concern Chuck - will's -widow Caprimulgus carolinensis Bird of conservation concern Season Breeding Bird of conservation concern FOX Sparrow Passerella diaca Bird of conservation concern Season Wintering Kentucky Warbler Oporomis formosus Bird of conservation concern Season Breeding Least Bittern Ixobrychus exdis Bird of conservation concern Season: Breeding Loggerhead Shrike Lanius ludovicianus Bird of conservation concern Year -round Prairie Warbler Dendroica discolor Bird of conservation concern Season Breeding Prothonotary Warbler Protonotaria citrea Bird of conservation concern Season: Breeding Red - headed Woodpecker Melanerpes erythrocephalus Bird of conservation concern Year -round Rusty Blackbird Euphagus carolinus Bird of conservation concern Season Wintering Short -eared Owl Asio flammeus Bird of conservation concern Season- Wintering http$1/ecos fws gov /speciesRrofile /profile /soeciesProfile .action ?socode =BOHD Swainson's Warbler Limnothlypis swainsonii Bird of conservation concern Season- Breeding 07/07/2015 11 29 IPaC Information for Planning and Conservation Page 4 Version 2 1 0 IPaC Trust Resource Report Wood Thrush Hylocichla mustelina Season. Breeding Worm Eating Warbler Helmitheros vermivorum Season Breeding TSHOO- 6S56Z- FJDC7- 2ZVVV- UP06L4 Bird of conservation concern Bird of conservation concern 07/07/2015 11 29 IPaC Information for Planning and Conservation Version 2 1 0 Page 5 IPaC Trust Resource Report Refuges TSHOO- 6S56Z- FJDC7- 2ZVVV- UPO6L4 Any activity proposed on National Wildlife Refuae lands must undergo a 'Compatibility Determination' conducted by the Refuge. If your project overlaps or otherwise impacts a Refuge, please contact that Refuge to discuss the authorization process. There are no refuges within this project area 07/07/2015 11:29 iPaC Information for Planning and Conservation Page 6 Version 2.1 0 IPaC Trust Resource Report Wetlands TSHOO- 6S56Z- FJDC7- 2ZVVV- UPQ6L4 Impacts to NWI wetlands and other aquatic habitats from your project may be subject to regulation under Section 404 of the Clean Water Act, or other State /Federal Statutes. Project proponents should discuss the relationship of these requirements to their project with the Regulatory Program of the appropriate U.S. Army Coms of Enaineers District. DATA LIMITATIONS The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery, thus, detailed on- the - ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. DATA EXCLUSIONS Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. DATA PRECAUTIONS Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. There are no wetlands identified in this project area 07/07/2015 11 29 IPaC Information for Planning and Conservation Page 7 Version 2 1 0 NC HISTORIC .rte wM. an'agwnSw� °tl'� 4 nae..•wuM.w _ � fN ITN Mw•n.. GIS MAP x i i• � sww � a wr... war. � eM.n,s.raW.Rw. �w. J`' Now.. ,.' � c•'� Pte. � STAR MOUNT t, 5 � SUBDIVISION % s kb 4 yn oc w•a i d a owwwW.iw.w.nw..wi ° ! f sVpMrlwlwwiw Iwo 6 GRANVILN oww. i b rr• , *vow U-00- woo —'tE �MA •CVOMOMMMn Mww Nlr�wrr aW r... "�w • iY�w�Rrw�yrgMaw Tcn A%,.a }4``''`_ > Pa orelq�rir°rnB..INIir. 4 *' ♦� pw" MrIpsYgIrMIMMMwM14M.1 MM#M"1w. M1 +�� a V t! Y y c aSppn:as.EVt HERE. Cblprms. tJSG S.Inlennap. ns tPCerp..NRC.N Esri Japan. METI Epri GM1lna Mmrq NOnq1 . Ell (fM1abntlI. TomTpm. Map`. y1MY. o _ Dpe�SpeeMap wmrbNaa. anEme GAS lker Gpm un* aT � L r s a a m a u • s r 1 r • o - - r g a • s r ° F • r 8` • 8 St ° _ s r i t Sta�nnount Subdivision Phase 3� _ -' ti �qA , SUBDIVISION PREIIMINARV PUT Page .fbf 4 ,�' •' IIIIIINNII�NI�N�NI�lIiN111UN11�N��I�IIIIINIIIN�iNl�f�ll �� Ooc ID: 000167720004 TVPe: CRP ' FaeoAmt�$123 002Pageal of 46'32 PM Excise Tax: $100.00 ! Granville County. NC \ Kathryn Crews Averett Reg of Deeds E 1213 PG9 -12 'gevenue.'$100.00 i Prepared by and Hoid for: Nathan M. Garren STATE OP N0R"l;'1 l CAROLINA \\ ' ''I GENERAL WARRANTY DFED COUNTY OI' I,ANVIi': P THIS DE13)), rn1 de.'this 30�h dsy of..May', 2007, by and between Nancy R. Tharrington, unmarried, and James',Wi. McCri"on,�Bbnniy McCrimmon, Jr., and Joseph McCrimmon and wife, Elitabetli�leCrimmoii;,being tt11 bf the heirs of lames K. Tharrington, deceased and Bettie Tharrington Mc"immgr,, deceased rhercirrtlltzr "Grantors ") and Sterling Creek, LLC (hereinafter "Grantee ") wilh a mailing addrdss cif ,-4662 Phrn Hollow Drive, Nranklinom, NC 27525. r5 WI TNESS Elf Mi • I, THAT Grantors in considdratiott of T; n Doll (s''t`0,00) dqd other valuable consideration to them paid by Grantm ib, r rt:ceipt of w"Aich is,hcrc6y acknowledged, have and by these presents do grant, bargain, sell and convey, urto ;,kis licirs, successors and assigns, all of their interest in those certain tracts or parcels of land situate in Granville County, North Carolina as described on ExhibitA attached hereto an}d incorporated herein by reference. \ ;' TO HAVE AND TO HOLD the said land, Cogether with a,U- Tvivileges and appurtenances as thereunto belonging unto the said Grantee in f, simple. •' .• r \ I ; � rr V \ • :' i v I I 1 ' � r r I Book: 1213 Page: Seq: 1 Page bit 4 I And the Grantors covenant will) the Grantee, that the Grantors are seized of the premises % m fie'`s>rnplc, have the right to convey the same in fee simple, that title is marketable and free and rlear.of all encumbrances, and that Grantors will warrant and defend the title against the i iawlhl claims of all persons whomsoever except for the exceptions hereinafter stated. 1 ;1 itle to the property hereinabove described is subject to the following exceptions: 1. Ad Valorem taxes for the year 2007 and thereafter. Restrictive covenants and casements of record. 'J r TN WETNESS WHEREOF, the Grantors have hereunto set their hands and affixed their seav5 the day aZI IyNar first above written. f t 'T' 1�..1• "'. z,',,,,v'— `Y- ��;_� - -- (SEAT.) Nancy ngton (SEAL) Jos h 4c rimn;bn.•' _ 1� _(SEAL) Eli . eth TvTtC i men antes McCrimmoti Bennie �. McCrImmnn.; Jr. His hark Y \4'itness Ze41e Loe�v I ' ;witness ` I t � 1 4 • \ II / 11 I� i I � 1 l � r � y I , Book: 1213 Page: 0/ Seq: 2 Page Slot 4 t. r -• i STA3`PI. F NORTH CAROLINA COIATP '-.OF GRANVILLF i 1, a Votary Public of the County and State aforesaid, certify that Nancy B. Tharrington, Joseph 1 &i*lmmon, Elizabeth McCrimmon and James M. McCrimmon, personally appeared before me this day and acknowledged the execution of the foregoing instrument. ikWiess my hand and official stamp or seal, this,?,/ -day of /y,,� 2007. .. No _ ,x �►f— Notary Public ..WCommiySii'nExpjres: TA�� STMT, OF NORTH,CAROT.TNA �1�'Z iA•� '�� COU`'d y,617 GRA.'VVILLF 4E 1, A N'otarj Public of the �3punty an� aid, certify that Bennie McCrimmon, Jr., who sipped >by.way of,,, k iri the presence of witnesses, personally appeared before me this day and acknolyllcdged the: ex�;outtott of t1p. f%egoing instrument. 'Witness my'handnd:ofticial stahtp or seal, day of 2007 Notary Public My Commission Expires: hityy +�< `•' r��'. r. I ' 1 I _ r • I v•♦ i r r 5 I \% - fr Book: 1213 Page: � Seq: 3 Page oaf 4 'I f Exhibit A '+ Beginning at existing axle located in the line of Lot 5 of Starmount Forest Subdivision, i Phase I, thence S 83° 46' 30" E a distance of 1,692.93' to an existing iron pipe, thence S 013" 19' 4$" W a distance of 1,154.7' to a new iron pipe; thence N 55" 47' 10" W a Sistarrce of 67.95'to a new iron pipe; thence N 60" 32' 50" W a distance of 123.89'to a new iron pipe; thence N 74" 01' 02" W a distance of 49.69'to a new iron pipe; thence N 749 01' 02" W a distance of 49.69'to a new iron pipe; thence N 59" 23' 59" W a distance ` 2 ?:113;to a new iron pipe; thence N 591 51' 01" W a distance of 190.16' to anew iron ot� \ Oipe; thenCs.N 59° 47' 06" W a distance of 34.90' to a new iron pipe; thence N 59" 50' ti ter•' 40 ".W a dist*Ance of 197.93' to an existing axle; thence N 15112' 52" E a distance of t 202.14' to aii existing iron pipe; thence N 15" 22' 29" E a distance oi' 684.74' to the point and place of begianing and containing 15.00 acres more or less according to a survey by Acculine,Survcyinp dated November 29, 2006 and entitled "Property Surveyed for Pleiades, a .Point Vfnture ". r: I _r I• vJ _ r • I \ f ♦ r' i v I I � ra r 5 I i Book: 1213 Page: 9 Seq: 4 J6 35 ­4758 10 I SBO 9794 ,\ U.94A 453A 0.94A U.91A ti 1618 q 6750 75ti4 0 3 1. A d r' ].21fi B�q . a.A ; 9.'A 3577 R ,,' 15 0576 1S74 7546 24 1.00A 553: �,� ai, 45530.9 <.A �5 A J 4 Jq U.96A ,p��'/ 1.11A 3) 2.34 0,93A a` 1,D4A U.93A xt E " 7470 h �R• 1.tl8A2336 73414 0197A S,OSA 3' x� 1258 6 0371 2381 4331 lODA 14 1y 0.9.5A 1 t 0261 i.D6A 5U' li3Ll": 1 1:f 62h'l l.D64 p' 3 yo 729I 1.21A .5 !R 1 35 a10611176A1.b(A 1.08A 9193 4 614) ti b1 ?, 1 12A 3 39 D1a0 2088 3008 7160 (R,5RA1 4063 •' R 4U 1 83A •. 44A U.G18A,0.96A 1 10A 3N 94 Q93A 4072 ].35S 3011 0906 2919 3yg6 D93A 11 b94ti l7q q0 41 •R 102A- 6 J R - 9 JU tC� p 1R.R 19 R .0 21 Ic 1,47A4895 � 1.06A ~ \,'I .64A 470u 9631 7H1. 1.23A W0 86u3I 12A 1,24A 8444 438Q 1.19A J 15,(RlA i i 15 D.92A 45.OaA J .' - �� u1�S 02ti2 t r� Qh 7083 52' 17 ;4s.91 (2.36A) D91A i 2884 7 1,,3 u 475.41 1B 4773 i'� 1765 0.9 6.00A iSp 1$ 3688 �33.gy B66G w 4i ?9l y 8501 S� 1sU 30 6529 (1) 859 15b,n 7 ?7815 6.09A 1 U4A 5 0 20 1.U7A 1SU ?q 135,50 55 6 11 9478 ;1414 7.12A 11 151 41 1 44R.i � 84455 I.UBA 1,07A 0S'S5 23 3329 1.35A 144,98 '2J5.5 1 �' o a 1430 1 5.O5A 45 -#6k • 24 3353 1.a4A 1.27A a �RU? 1,27A �; n. n. 16 7390 r pyJB 7 /]A r i glrih 617 .y�, i 5 1yJ 26 9121 122o� L�, QS13u GRANVILLE COUNTY Parcel Number 31470 Map Number. 183600153325 Plat Reference t� 0► Owner Name. STERLING CREEK LLC Account 31813 -302 Owner Address 1662 FERN HOLLOW DR Deed Acres: 15 Owner City: FRANKLINTON NC Calc Aces. 14.8428126572 T Parcel Address: OLD FRANKLINTON RD OFF Value: 47895 »�� TMNbgovq. EanMmrr�pv. p. paiMkrtlromaMOryolrxlprop .M�ouMxMin Nolen. 1705 SR Sale. 50000 c..nwr cp .my.c.na..amw.en.mr.�.ra.ep.n e..a..�nm.p.aK .a,a. Deed Reference: 1213!9 Township. BRASSFIELD am mh rns mi ne br lmornrYOn.i purpnwa only.nE slwuW red b pumMNeE Mw...r<..w —fty. r„�,.,��,r,.rar.onw„wraa,an Deed Date 5131!2007 Onelnch =400 Feet A (16 a3P 80_S5 E D 3 �j It Y W • .. M u � � `� ri SVpZJ � �i I i � 11c Hilt, il�ii W • .. M u � � `� ri SVpZJ � �i tl t��( � ilEi� 11��3dEK EY t� tYtr rY9 � 1 #y11 ! ?tfi 11 t �� !Y 1iy I i � 11c F tl t��( � ilEi� 11��3dEK EY t� tYtr rY9 � 1 #y11 ! ?tfi 11 t �� !Y 1iy FIRM FLOOD INSURANCE RATE MAP FUR 8121 CTtM14 ['}.y�tfr � IYlft EFFECTIVE DATE MAP NUMBER APRIE 16. 2W 37101826001 Sane of N. b Grul,.. FadenY Flwq e y hill,— Ax—,, .� era. rxor a . oueo, de. �o....r,.reee.aae m.p ■ wtocfea crap cJM a.u,w tw. m� mw nol m..d cn.n0.. e d� ca e.e Iww ams.n +nb,.ar«r n,a,e wr,a,.. cmoa xrv.,ce eo.m .mG m.P � nK FEMA Reee M.a ��e .I «+r m.c fo-ne pe. 36° 7 47' N 36° 7 31'N a Hydrologic Soil Group — Granville County, North Carolina 3 (Starmont Subdivision) 719870 719930 719990 720050 720110 720170 720230 719870 719930 719990 720050 720110 3 e Map Sole: 1:2,460 if printed on A portrait (8.5' x 11 ") sheet. Meters N 0 35 70 140 210 A �� 0 100 200 400 600 Map projection: Web Mercator Comer 000rdinates: WGS84 Edge tics: LF M Zone 17N WGiS84 itSIM Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 36° 7 47' N Q gn S g� S 36° 731"N 720170 720230 3 P 2/17/2014 Page 1 of 4 Hydrologic Soil Group — Granville County, North Carolina (Starmonl Subdivision) MAPLEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons O A o AID ® B ® BID oC Q CID E] D Q Not rated or not available Soil Rating Lines r� A .�� AID y B ,y BID .. C hi CID N D . . Not rated or not available Soil Rating Points . A AID B BID MAP INFORMATION The soil surveys that comprise your AD[ were mapped at 1 24.000. Warring: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map. Natural Resources Conservation Service Web Soil Survey URL. htlp //websoilsurvey.nrrs.usda.gov Coordinate System. Web Mercator (EPSG.3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal -area conic projection, should be used it more accurate calculations of distance or area are required. This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. Soil Survey Area. Granville County, North Carolina Survey Area Data Version 14, Dec 20. 2013 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed May 10, 2010 —Apr 4, 2011 The orthopholo or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. tisrm Natural Resources Web Soil Survey 211 712 01 4 Conservation Service National Cooperative Soil Survey Page 2 of 4 C CID D 0 Not rated or not available Water Features Streams and Canals Transportation `y Rails Interstate Highways US Routes Major Roads Local Roads Background ■ Aerial Photography MAP INFORMATION The soil surveys that comprise your AD[ were mapped at 1 24.000. Warring: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map. Natural Resources Conservation Service Web Soil Survey URL. htlp //websoilsurvey.nrrs.usda.gov Coordinate System. Web Mercator (EPSG.3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal -area conic projection, should be used it more accurate calculations of distance or area are required. This product is generated from the USDA -NRCS certified data as of the version date(s) listed below. Soil Survey Area. Granville County, North Carolina Survey Area Data Version 14, Dec 20. 2013 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed May 10, 2010 —Apr 4, 2011 The orthopholo or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. tisrm Natural Resources Web Soil Survey 211 712 01 4 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group — Granville County, North Carolina Starmont Subdivision Hydrologic Soil Group a, Hydrologic;Soil' Group - .Summary by Map -Unit — Granville County, North Carolina (NC077)�' Map,unit symbol' Map unit name I ;Rating Acres in AOI Percent of AOI ` I j CaB Cecil sandy loam, 2 to 6 A 13.3 percent slopes CeC2 Cecil clay loam, 6 to 10 B 10.51 percent slopes, I I moderately eroded Totals for Area of Interest i 23.81 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B /D, and C /D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A /D, B /D, or C /D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. 55.9% 44.1% 100.0% USDA Natural Resources Web Soil Survey 2/17/2014 �d" Conservation Service National Cooperative Soil Survey Page 3 of 4 Culvert Report Hydraflow Express Extension for Autodesk0 AutoCADO Civil 3DO by Autodesk, Inc Wednesday, Apr 22 2015 Pipe 3 Invert Elev Dn (ft) = 429.00 Calculations Pipe Length (ft) = 62.00 Qmin (cfs) = 39.39 Slope ( %) = 4.84 Qmax (cfs) = 39.39 Invert Elev Up (ft) = 432.00 Tailwater Elev (ft) = (dc +D) /2 Rise (in) = 36.0 Shape = Circular Highlighted Span (in) = 36.0 Qtotal (cfs) = 39.39 No. Barrels = 1 Qpipe (cfs) = 39.39 n -Value = 0.013 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 6.21 Culvert Entrance = Groove end projecting (C) Veloc Up (ft/s) = 7.69 Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 431.52 HGL Up (ft) = 434.04 Embankment Hw Elev (ft) = 435.03 Top Elevation (ft) = 436.50 Hw /D (ft) = 1.01 Top Width (ft) = 55.00 Flow Regime = Inlet Control Crest Width (ft) = 10.00 Elev (ft) Plpe 3 Hw Depth (8) 437,00 — .r- 4:s6,00 s . m �_ — �� ',,,� .� « • T 5,00 434.00 2.00 455.00 �`_ ` m`Ie �.,,...- �"'"► --�' {�� °. • _ _- 7.UU -057,00 _ -_ ._.r• _ - _I — -: -- iko 430.00 --- - -- =s-�. .2.G0 0 6 10 16 20 Z6 30 36 40 46 .0 66 60 06 '.0 76 A b6 Cim4ef Culvert HGL Fan Dan Y, Reach (h) 7) M 03 co IIca 1zz _ _ _ _� � _� _ _ _ _� _ " .� ,« ._ � •' � � .jam.., °I 16 1 AC Classification: UNCLASSIFIED Caveats: NONE Matt: As we discussed by phone today, it looks like the proposed road crossing, which should be the only work in waters of the US on the site, can be authorized under a nationwide general permit 14, linear transportation crossing, with no notification required to the Corps, since it will not impact wetlands or a stream with a riffle -pool complex. Therefore, you don not need to submit anything else to the Corps, or to wait for anything from the Corps. Please reply or call if you have any questions or if I may serve you in any other way. 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 http://regulatorv.usacesurvev.com/. Eric Alsmeyer Project Manager Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 Tel: (919) 554 -4884, x23 Fax: (919) 562 -0421 Regulatory Homepage: http: / /www.saw.usace.armv.miI/ Missions /RegulatorvPermitProgram.aspx (If you need information that is not yet available on our new website, please let me know) From: Matt Hastings fmailto : matt. hastin4sCa)summitde.netl Sent: Monday, November 24, 2014 5:08 PM To: Alsmeyer, Eric C SAW Subject: RE: [EXTERNAL] creek /stream crossing (UNCLASSIFIED) Eric, I am working on a 37 lot subdivision in Granville County and will have some minor stream impacts. We pushed our road as far east as possible to avoid a stream crossing but it looks like we will still be crossing at the very end. Can you please give me some guidance on the permit process needed. I have attached a copy of the survey plat. Thanks Matt Hastings, PE Project Manager — Land Development Phone: (434) 579 -4604 t #40", Ca Lij V) d Lu Ce f" z ® en 00 3¢ - No m U az ° [8 z o >7PZ Lu W� cvzx ° <20 H" C3 J 3 >z W Ow -¢UwQ z Zs 'z x� y Hs C7 C? to < � z to Z 0< iH ? �x��� @ QwUQwdwa �� WC34�4yQ f U m = U w d .0 a� a) in CL 0 ILI rn CA (N 0 m n. ul C)' 0 0 es m ry V) V) CL 0) c C C a� v 0 rd 0 of 40 0 20 40 80 160 I JAMES M. ETHRIDGE & # MAPN# 163600246 IMPERVIOUS AREAS: J MAPN 163600246481 - SHEET NO. J li milli uiuu TABITHA G. ETHRIDGE EXISTING, 0 SF (0 °! °) i D6 678 170 JEFFREY R. BURNEY STEPHEN R. JONIE -- / HERYL L. JONI (IN FEET) PB 13/185 DB 678/170 DB 881 /126 PROPOSED: 0,93 AC. (1.8 %) C-2 � inch= as o PB 13/185 PB 13/185 _ II I IIIIIII IIII IIIIIIiII Il l lr. II i I II I I II III IIII VIII lillllllllllllllll ,LL� 11W4� 1llll llll 111 llll l l lll VIII IIIIIIW r.wu.Il . IIIIUIIWIIIWIIIIi . IIIIIIIII I i I II i VIII VIII I � I�� uW� UilY4�.� .�U� YWIIIIWIIY 61llWIUJ1u,L.Ili�. �.i I . L II1i 10i ill . V. i wr wulw ,. wruu,i uwuwwemuuwuwiom"um. I 1 111111111111111111111111111111111111 . . . I I I ,di ilr,.,, ill 1 11 l 1 11 1 1 11 Ill 11111111 1111 11 11 Em Em 440 am SCALE: 1" = 40' O PLAN - EMERALD LANE GRAPHIC SCALE 0 10 20 40 80 PROFILE-EMERALD LANE 430 425 11+50 12+00 12+50 13+00 13+5C 14+00 14+'50 15+00 15+50 16+00 16+50 17+00 17+50 Ili Ili 11 111111[111111 1 1 1 Ill INWHIIIII I 111U1111 I II li IIII IIIiYMlllll!i101 1111m, 11 1 All Ill I I I l�jli 1 11 I1iwIUkm­[4jjjI1I! ­ qjl J'AP&IIIINNAIIII. .11.i,01 1 11, 1 1 1 18+00 18+50 19+00 1 , 9+ ., 5 - 0 .. ...... . .. 20 +a0 11 1 1,11WI, . 1 11 1 1 1 , iWWO IMU11111111 1. 1 luquuu1111 [11111 1