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Home My WebLink About20140219 Ver 1_401 Application_20140314February 28, 2014 Mr. John Thomas Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 3040 NC 42 West, Clayton NC 27520 P 919- 606 -1065 — F 919 - 585 -5570 RE Pre - Construction Notification Nationwide Permit 12 & General Certification No 3884 Harper Road Lift Station & Clemmons No 1 Expansion Forsyth County, North Carolina ED Dear Mr Thomas, The Winston -Salem City- County Utilities Commission is planning sewer infrastructure improvements to the west of the Winston -Salem between the towns of Clemmons and Lewisville The project is proposed to relieve capacity issues at existing lift stations and provide future capacity in the service area. The Clemmons #1 Lift Station (CLS) will be upgraded and a force main constructed to the new Harper Road Lift Station (HRLS) A new force main will connect the HRLS to the existing Muddy Creek interceptor The capacity issues are localized lift station issues and will not change the currently permitted capacity of the Muddy Creek Wastewater Treatment Plant Enclosed is an application for a Section 404 Nationwide Permit 12 and a Section 401 Water Quality Certification No 3884 The CLS force main will generally parallel an existing sewer line (primarily on the upslope side) along Blanket Creek, and then parallel the stream for 1,145 feet to the new HRLS site The HRLS force main will also parallel Blanket Creek for a short distance before running along existing roadside rights -of -way and then along existing sewer outfall easements to the Muddy Creek interceptor The alignments of the force mains were chosen to avoid numerous conflicts with existing infrastructure along roadsides and reduce the length of force main required An environmental assessment under the State Environmental Policy Act was prepared and a Finding of No Significant Impact was issued on December 12, 2013. The force main routes primarily run along existing sewer easements or roadside rights -of -way, which minimizes impacts to streams and wetlands. Impacts to waters of the U S are 335 linear feet of temporary stream impacts associated with 11 crossings (7 perennial and 4 intermittent) Wetland impacts total 104 acres, including 0.825 acres of temporary impacts and 0 215 acres of permanent impacts. Permanent impacts include forested wetland areas that would be cleared for construction and remain cleared within the permanent 15 -foot maintenance corridor. In addition, 0 13 acres of permanent impact are required for the HRLS as described in the attached PCN Alternative sites were in the floodway of Blanket Creek, contained streams or wetlands, conflicted with existing residences, required extensive construction of access roads, or had a f 2o1ao2is February 28, 2014 Mr. John Thomas Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 3040 NC 42 West, Clayton NC 27520 P 919- 606 -1065 — F 919 - 585 -5570 RE Pre - Construction Notification Nationwide Permit 12 & General Certification No 3884 Harper Road Lift Station & Clemmons No 1 Expansion Forsyth County, North Carolina ED Dear Mr Thomas, The Winston -Salem City- County Utilities Commission is planning sewer infrastructure improvements to the west of the Winston -Salem between the towns of Clemmons and Lewisville The project is proposed to relieve capacity issues at existing lift stations and provide future capacity in the service area. The Clemmons #1 Lift Station (CLS) will be upgraded and a force main constructed to the new Harper Road Lift Station (HRLS) A new force main will connect the HRLS to the existing Muddy Creek interceptor The capacity issues are localized lift station issues and will not change the currently permitted capacity of the Muddy Creek Wastewater Treatment Plant Enclosed is an application for a Section 404 Nationwide Permit 12 and a Section 401 Water Quality Certification No 3884 The CLS force main will generally parallel an existing sewer line (primarily on the upslope side) along Blanket Creek, and then parallel the stream for 1,145 feet to the new HRLS site The HRLS force main will also parallel Blanket Creek for a short distance before running along existing roadside rights -of -way and then along existing sewer outfall easements to the Muddy Creek interceptor The alignments of the force mains were chosen to avoid numerous conflicts with existing infrastructure along roadsides and reduce the length of force main required An environmental assessment under the State Environmental Policy Act was prepared and a Finding of No Significant Impact was issued on December 12, 2013. The force main routes primarily run along existing sewer easements or roadside rights -of -way, which minimizes impacts to streams and wetlands. Impacts to waters of the U S are 335 linear feet of temporary stream impacts associated with 11 crossings (7 perennial and 4 intermittent) Wetland impacts total 104 acres, including 0.825 acres of temporary impacts and 0 215 acres of permanent impacts. Permanent impacts include forested wetland areas that would be cleared for construction and remain cleared within the permanent 15 -foot maintenance corridor. In addition, 0 13 acres of permanent impact are required for the HRLS as described in the attached PCN Alternative sites were in the floodway of Blanket Creek, contained streams or wetlands, conflicted with existing residences, required extensive construction of access roads, or had a Mr John Thomas Page 2 of 2 February 28, 2014 combination of these constraints Compensatory mitigation for these permanent wetland impacts has been requested from the NC Ecosystem Enhancement Program Note that, as requested during our field verification visit, the plans include contractor requirements to control the release of water and sediment during the removal of the beaver dam near Muddy Creek The impounded area will be drawn down prior to removing the dam and erosion control BMPs will be implemented in order to prevent downstream sedimentation The preceding information, along with the enclosed project information sheet, Pre - Construction Notification, Vicinity map, USGS map, Impact Locations map, and wetland and stream impact drawings are being submitted for your review of this project A copy of this application is also being provided to the NC Division of Water Resources for their review under GC 3884 If you have any questions or need additional information please contact me at your earliest convenience at (919) 606 -1065 or phil.may @carolmaeco com Sincerely, Carolina Ecosystems, Inc. Philip May Senior Environmental Scientist Cc Jennifer Burdette, NCDWR — 401 & Wetlands Permitting Unit Tyler Highfill, P E, Highfill Infrastructure Engineering Courtney Driver, P E, City of Winston -Salem CAROLINA EcosysTEms, INC, Project Information Sheet 3040 NC 42 West, Clayton, NC 27520 P 919- 606 -1065 — F 919 -585 -5570 Date: 2/28/14 Project Name Harper Road Lift Station & Clemmons No 1 Expansion Name of Property Owner /Applicant Winston -Salem City County Utilities Commission Consultant/Agent Carolina Ecosystems, Inc Related /Previous Action IDs None Site Address N/A Subdivision Name (if applicable) N/A City Clemmons, NC County Forsyth County Lat Varies Long Varies USGS Quadrangle(s) Clemmons and Winston -Salem West River Basin(s) Yadkin 8 -Digit HUC(s) 03040101 Nearest Stream(s) Blanket Creek and Muddy Creek Directions to Site From Wake Forest take 1 -40/85 west to exit 184 and proceed north to Peace Haven Road Turn left on Peace Haven Road and follow to intersection with Blanket Creek, this is the southern extent of the project Requested Action ❑ Pre - application Request ❑ Jurisdictional Determination Request ❑ Final ❑ Preliminary ® Permit Application ® Nationwide 12 ❑ General ❑ Individual Streams �PCN' ;Fa`° Irv' impact Plan Sheetf x Type of`� �� ° {Station `Number) Impact sv ° Stream "_4 " `, - " _- Name PerenAj V(PbA) a or _ intermittent�(INTj� T e of � � fl lunsd�ct�an; g tt ` ° ImpactW a ` Avera e ��' � '� -, ' �� streamw�dth Total Perm aTemp. S1 110(12+50) Sewer Crossing Blanket Creek PER Corps W1 20 0 20 S2 11(27+45) Sewer Crossing SH INT Corps 374 20 0 20 S3 11(33+10) Sewer Crossing Sl INT Corps 675 20 0 20 54 12(34+30) Sewer Crossing Si INT Corps 261 21 0 21 55 12(37+05) Sewer Crossing SK PER Corps Yes 31 0 31 S6 12(37+75) Sewer Crossing SL INT Corps Clearing and Excavation 44 0 44 S7 14(56+15) Sewer Crossing Blanket Creek PER Corps W6 20 0 20 S8 20(11+30) Sewer Crossing SM PER Corps 25 40 0 40 S9 27(92+80) Sewer Crossing SF PER Corps 0 55 0 55 S10 28(95+90) Sewer Crossing SE PER Corps 5856 33 0 33 S11 28(104+00) Sewer Crossing ISC IPER lCorps 1 31 0 31 Totals 002 I I I I 1 1 335 1 0 335 Wetlands PCN�o F s Im act rzr P-Jan Sheet and a,, A Station Number, ^r Y Type of Ez Impact, , yf `� Type of Wetiand ,r _ _,� � 7 Forested . Type�of 2 ? 3unsdictlon irripact Total <e,r s" S <ft Rcres� Permanent'" Sq `ft ' Acres Temporary Sq ft Roes W1 13(50+25) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 970 002 596 001 374 001 W2 13(52+90) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 1748 004 675 002 1073 002 W3 14(61+15) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 261 001 166 000 95 000 W4 14(62+75) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 73 000 0 000 73 000 W5 14(63+25) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 400 001 103 000 297 001 W6 14(66+25) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 25 000 0 000 25 000 W7 15(71+80) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 30 000 0 000 30 000 W8 15(73+00) Clearing and Fill Bottomland Hardwood Forest Yes Corps 5856 013 5856 013 0 000 W9 27(94+00) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 14388 033 740 002 13648 031 W10 28(102+00) Clearing and Excavation Bottomland Hardwood Forest Yes Corps 17176 039 428 1 001 1 16748 1 03 W11 12 8 (105 +25) Clearing and Excavation Bottomland Hardwood Forest I Yes ICorps 1 4237 010 1 784 1 002 1 3453 0 08 Totals I I 1 1 45144 104 1 9348 1 021 1 35796 0 82 *Impact acreage rounded to 0 01 increments Totals and mitigation are based on total square footage * *Permanent impacts based on currently forested wetlands within maintenance corridor or wetland filled at lift station o�o� w�+rfigQG o < Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Page 1 of 12 PCN Form — Version 1 3 December 10, 2008 Version Pre - Construction Notification PCN Form A. Applicant Information 1 Processing 1a Type(s) of approval sought from the Corps ®Section 404 Permit E] Section 10 Permit 1b Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? ® Yes ❑ No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® 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 or in -lieu fee program ® Yes ❑ No 1g Is the protect located in any of NC's twenty coastal counties If yes, answer 1 h below ❑ Yes ® No 1h Is the protect located within a NC DCM Area of Environmental Concern (AEC) ❑ Yes ® No 2 Project Information 2a Name of protect Harper Road Lift Station & Clemmons No 1 Expansion 2b County Forsyth County 2c Nearest municipality / town Clemmons 2d Subdivision name N/A 2e NCDOT only, T I P or state protect no N/A 3 Owner Information 3a Name(s) on Recorded Deed Winston -Salem - Forsyth County Utilities Commission 3b Deed Book and Page No Property and easements to be acquired by the City 3c Responsible Party (for LLC if applicable) Courtney Driver, P E , Deputy Director 3d Street address 1100 E First Street, Suite 121 3e City, state, zip Winston - Salem, NC, 27102 3f Telephone no 336 - 747 -7315 3g Fax no 3h Email address courtneyd @cityofws org Page 1 of 12 PCN Form — Version 1 3 December 10, 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name Phil May 5b Business name (if applicable) Carolina Ecosystems Inc 5c Street address 3040 NC Hwy 42 West 5d City, state, zip Clayton, NC 27520 5e Telephone no (919) 606 -1065 5f Fax no (919)- 585 -5570 5g Email address phil may @carolinaeco com Page 2 of 12 PCN Form —Version 1 3 December 10, 2008 Version B. Project Information and Prior Project History 1 Property Identification la Property identification no (tax PIN or parcel ID) Varies - multiple parcels - see plan sheets 1 b Site coordinates (in decimal degrees) Latitude Longitude - (DD DDDDDD) ( -DD DDDDDD) 1c Property size 6 3 acres 2 Surface Waters 2a Name of nearest body of water (stream, river, etc ) to Blanket Creek & Muddy Creek proposed project 2b Water Quality Classification of nearest receiving water WS -IV & C 2c River basin Yadkin 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 Land use within and adjacent to the proposed force mains is primarily existing sewer easement, roadside right -of -way, residential properties, and forest land The surrounding area is mostly residential development and some agricultural and forest land 3b List the total estimated acreage of all existing wetlands on the property 2 9 acres within the original study area, 1 04 acres within the proposed easements 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 2,054 linear feet within the original study area, 335 linear feet within the proposed easements 3d Explain the purpose of the proposed project This project will alleviate the capacity issues at the Clemmons #1 lift station (CLS) and provide service to the Blanket Creek basin and future capacity for Lewisville 3e Describe the overall project in detail, including the type of equipment to be used The Clemmons #1 lift station will be upgraded, and a new force main constructed to a new lift station on Harper Road A force main will transport wastewater from the Harper Road lift station to the existing Muddy Creek interceptor Construction will be accomplished using typical equipment including excavators, backhoes, pans, and dumptrucks Additional equipment may be used as required A beaver dam will be removed for construction near Muddy Creek Details of the dam removal are included in the attached plan set 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes El No El Unknown project (including all prior phases) in the pasty Comments Preliminary JD requested, June 2013 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 Carolina Ecosystems Inc Name (if known) Phil May, Brian Smith, and James Pflaum Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Field verification performed on 8/28/13 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes, explain in detail according to "help file" instructions Page 3 of 12 PCN Form — Version 1 3 December 10, 2008 Version 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes, explain Page 4 of 12 PCN Form — Version 1 3 December 10, 2008 Version C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts 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 jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 1 04 2h Comments See attached table for impact details for each site 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 Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 335 31 Comments See attached table for impact details for each site Page 5of12 PCN Form — Version 1 3 December 10, 2008 Version 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 impact number – (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or T —Temporary 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4E Total open water impacts 00 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed, then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 K Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 51 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 ❑ Neuse El Tar-Pamlico El Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number– Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) T impact required? —Temporary 61 ❑P ❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P El Yes ❑ No 6h Total buffer impacts 61 Comments Page 6 of 12 PCN Form – Version 1 3 December 10, 2008 Version D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project A larger corridor was initially examined to determine locations of wetlands and streams, and other cons rtaints Based on that information, the proposed corridor was chosen and balances avoidaince /minimization of stream and wetland impacts with conflicts arising from existing infrastructure and residences For the most part, the proposed force mains are on the upstream side of existing sewer lines and contained in the same easement Minimal new maintenance corridor will be required In areas where the proposed force mains are not adjacent to existing sewer lines, offsets from Blanket Creek are a minimum of 20 feet Additional offset was considered but not practical in order to minimize wetland impacts Permanent wetland impacts associated with the proposed Harper Road Lift Station were unavoidable due to the need to avoid the floodway, minimize impact to the local residences, and avoid wetlands and additional stream crossings associated with alternative locations at the crossing of Harper Road and Blanket Creek Additional properties were examined as potential locations, but would involve similar impacts and /or additional stream crossings and significant access road construction Relocation of the station further downstream was also evaluated, but the access road to the site would have impacted most of the small wetland Shifting upslope was not practical due to the presence of a driveway and house on the property 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Sediment and erosion control measures will be implemented according to NC requirements, and approved by NCDENR prior to implementation Jurisdictional areas not permitted to be impacted that are adjacent to construction areas will be clearly marked with protection fencing or other similar method to avoid inadvertent encroachment Contractors will use heavy mats to minimize disturbance to wetlands if needed during construction All wetlands will be returned to existing grade, with the exception of the Harper Road Lift Station site Copies of the issued permits and impact areas will be provided to the prime contractor and all subcontractors working in or near jurisdictional areas Beaver dam removal will be performed as described m the attached plans, and will slowly draw down the impounded area to prevent sedimentation downstream 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 ❑ 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 ® Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type 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 0 linear feet 4c If using stream mitigation, stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) 0 square feet 4e Riparian wetland mitigation requested 0 34 acres 4f Non - riparian wetland mitigation requested 0 acres 4g Coastal (tidal) wetland mitigation requested 0 acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan Page 7 of 12 PCN Form — Version 1 3 December 10, 2008 Version 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan 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 buffer mitigation? ❑ Yes ® No 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 Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 0 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 8 of 12 PCN Form — Version 1 3 December 10, 2008 Version E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan included? If no, explain why Comments Project is not located within NCDWR protected riparian buffer ❑ Yes ❑ No watershed 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? <5 % 2b Does this project require a Stormwater Management Plan? ❑ Yes ®No 2c If this project DOES NOT require a Stormwater Management Plan, explain why Nationwide Permit 12 does not require stormwater management plan, additionally project impervious area is minimal and disturbed areas will be returned to existing grades 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plans ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? ❑ Phase II 3b Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached9 4 DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply) ❑ Session Law 2006 -246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 12 PCN Form —Version 1 3 December 10, 2008 Version F. Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ 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 ® Yes ❑ No letter) Comments See attached FONSI 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 ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? ❑ Yes ® 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 ❑ Yes ® 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 While the primary goal of the project is to relieve capacity issues in the Clemmons #1 Lift Station, some development is anticipated within the Blanket Creek basin and future capacity is also provided for Lewisville A comprehensive set of County and municipal ordinances were presented in the project's Environmental Assessment, and it was determined that these measures will effectively mitigate potential cumulative impacts in the service area 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 The wastewater from this protect will discharge into the existing Muddy Creek interceptor, which flows to the Muddy Creek Wastewater Treatment Plant, which has adequate capacity for this project Page 10 of 12 PCN Form — Version 1 3 December 10, 2008 Version S. Endangered Species and Designated Critical. Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No impacts? ❑ Raleigh 5c If yes, indicate the USFWS Field Office you have contacted ® Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Websitehttp //www fws gov/ raleigh /species/cntylist/forsyth html, for Forsyth County North Carolina Natural Heritage Program GIS data updated October 2013, and onsite habitat review 6. Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near 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? NOAA EFH mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will 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? HPOWEB Map Service http / /gis ncdcr gov /hpoweb/ National Register of Historic Places http / /www nps govinr /research/ 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA- designated 100 -year floodplain? ® Yes ❑ No 8b If yes, explain how project meets FEMA requirements. The effects of the project on floodplain storage are being modelled, and a No Rise Certification is anticipated Coordination with the local floodplain administrator will be performed and approvals acquired prior to construction 8c What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program http //www ncfloodmaps com/ Applicant/Agent's Printed Name Date App g 's Sig ature (Agent's signature is valid y an authorization letter from the applicant Page 11 of 12 PCN Form — Version 13 December 10, 2008 Version is provided Page 12 of 12 PCN Form — Version 1 3 December 10, 2008 Version Statement of Compliance with Session Law 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks and SL 2011 -343. (IlbW1 o, Syid09 -33fl (link to ,SL-4 141443) Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation Program, all applicants requesting wetlands stream and/or riparian buffer mitigation are now required by law to comply with Session Law 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks and Session Law 2011 -343 All requests submitted on or after June 27, 2011 MUST include this form signed and dated by the permit applicant or an authorized agent. Please refer to DENR's Implementation Policy for more detailed guidance Compliance Statement: I have read and understand SL- 2009 -337 and SL- 2011 -343 and have, to the best of my knowledge, complied with their requirements. I understand that participation in the NCEEP is voluntary and subject to approval by permitting agencies. Please check all that apply: Applicant is a Federal or State Government Entity or a unit of local government meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011- 343) and is not required to purchase credits from a mitigation bank. There are no listed mitigation banks with the credit type I need located in the hydrologic unit where this impact will take place (link ta'l�WR list( x Mitigation bank(s) in the hydrologic unit where the impacts will occur have been contacted and credits are not currently available. The DWR or the Corps of Engineers did not approve of the use of a mitigation bank for the required compensatory mitigation for this project. This is a renewal request and the permit application is under review. Bank credits were not available at the time the application was submitted. Enter date permit application was submitted for review: Note: It is the applicant's responsibility to document any inquiries made to private mitigation banks regarding credit availability. l ha a read anti uinderstand'EEP's rfund policies {attach de l initiat'here ow/, Vz./ Signature of pi nt or Agent a ate' Date Project Name Pr fted Name Location NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN-LIEU FEE REQUEST FORM Revised 8/2212013 Complete requested information, sign and date, email to kelly,williams0nodenroov Attachments are acceptable fbrcianfication purposes (location map or lat long is required) Information submitted is subject to NC Public Records Law and may be requested by_tqirqparties Review meetings are held on Tuesday afternoons CONTACT INFORMATION APPLICANT'S AGENT APPLICANT 1. Business/Company Name :Carolina Ecosystems inc. 'Winsotn Salem Forsyth County Utilities conTi:Lsion 2. Contact Person Phil May —1 Courtney Driver 3. Street Address or P 0 Box 13040 NC Hwy 42 West — A 11100 E First Street, Suite 1211 Winston - Salem, 4. City, State, Zip Clayton, NC, 27520 1 -Salem, NC, 27102 1'_ -_ - S. Telephone Number 1919-585-5570 1336-747-7315 6.E -Mail Address 1phil.may@carolinaeco com PROJECT INFORMATION 7. Project Name lHarper Road Lift Station & Clemmons No 1 Expansion 8. Project Location (nearest town, city) Clemmons 1 9 Lat-Long Coordinates or attach a map varies 10. County Forsyth 11. River Basin & Cataloging Unit (8-digit) Yadkin 03040101 (See Note 1)— —Type _**spec4f y--o—w n--e—rty—pe an _ d^ Owner Type X Government Private write in project type (e g school, church, retail, residential SD, apartments road, utilities, Project Type utility rnilLay,_!eqcx* 13. Riparian Wetland Impact (ac) (e g , 0 13) 0.35 acres 14. Non-Riparian Wetland Impact (ac) 0 iI 1 15. Coastal Marsh Impact (ac) 0 Warm Cool Cold 16. Stream Impact (ft) (e g 1,234) __._ - — - I 0 0 0 17. Riparian Buffer Impact (sq ft Include subwatershed if Jordan or Falls Lake Zone 1 0 i Zone 2 0 4 18. Regulatory Agency Staff Contacts I NCDWR Jennifer Burdette LISACE John Thomas Other Check LN) below if this request is for a I I Y, 1 b the 1#01511cant is, confirming they have gn,1'ng " '90'srifundpolicy'postedat revision to a current acceptance rea * understand h 6, _. et c 011" his form. Si na ure of Ic renewal of an expired acceptance Z1 7 nt or Authorized Agent: A4K4 extension of unexpired acceptance Da'.10 L Note I For help in determining the Cataloging Unit, visitwww nceep net or contact EEP Direct questions to Kelly Williams at 919-707-8915 or kelly williarnsAnodenr gov or to ESP's front desk at 919-707-8976 Refund Policv for Fees Paid to EEP's In -Lieu Fee Proarams (9/21/2009 Purpose The purpose of this policy is to make clear the circumstances and process under which a permittee can obtain a refund while simultaneously balancing customer service and responsible business practices This policy applies to all refund requests made on or after the publication date of this policy. 1 All refund requests must be made in writing to EEP's In -Lieu Fee Program Coordinator at kelly williamsOMcdenr qov 2 All refund requests are subject to fund availability. EEP does not guarantee fund availability for any request 3 The request must either come from the entity that made the payment or from an authorized agent Third parties requesting refunds must provide written authorization from the entity that made the payment specifying the name and address of the authorized refund recipient 4 Refund requests related to unintended overpayments, typographical errors or incorrect invoices should be brought the attention of the In -Lieu Fee Program Coordinator as soon as possible Such requests are typically approved without delay 5 Payments made under EEP's incremental payment procedure are not eligible for refunds 6 Refund requests made within nine months of payment to EEP will only be considered for requests associated with projects that have been terminated or modified where the permittee's mitigation requirements have been reduced Such requests must be accompanied by written verification from the permitting agency that the protect has been cancelled, the permits have been rescinded or have been modified, or the mitigation requirements have been reduced 7 Refund requests made more than nine months from the payment date will only be considered for permits that were terminated or modified to not require any mitigation Such requests must be accompanied by written verification from the permitting agency that the project has been cancelled, the permits have been rescinded and/or mitigation is no longer required. 8 Refund requests not meeting the criteria specified above are not eligible for a refund. 9 Refund requests that meet the criteria above will be elevated to EEP Senior Management for review The following considerations apply to all refund requests a availability of funds after consideration of all existing project and regulatory obligations b the date the payment was made c the likelihood EEP can use the mitigation procured using the payment to meet other mitigation requirements 10 Once a refund has been approved, the refund recipient must provide a completed W -9 form to EEP's In -Lieu fee Program Coordinator within two weeks in order to process the refund though the State Controller's Office 11. All decisions shall be final. �'al lowford Rte/ Mow 1 1 1 eel hey 0 o PAnI NW - Sec Ra tau �I 9� �l Pte, i f \ I \ �n o 1: Proposed Service Area \ w Proposed Force Main Blanket Creek Service Boundary Z Proposed Lift Station ' ❑S Existing Lift Stations J ' Existing Gravity Sewer State Route o US Hwy • �� Interstate N% USGS Streams Lakes and Ponds N Yadk;,, G Miles Rd 0 0.5 1 000 ,OF Poo loft V s Rd 0 0 j a s H a s Yee BOAC 1 rce M t a Grove ChurchRa a� Bullard Rd Ser/ reek /00 /, Propos cJ�l 5 00 Lift S Proposed Cle ns #1 Force MaK Cl mmo�s #1 ift St�fi ( Be Upgra d) r� I Lewisale x' y b 0 c a a YO-1-1e Rd �av en d S ,aQ 4� 1 J- Winston- _ q0 p. UNo ZN V vi _ v T � _ R a J }. 3 k i 0tot= [J. >, o z UZ o � v WMa O oU O w a L q0 p. UNo ZN V vi Z °'^ ° v1 v T � CO J }. 3 W i 0tot= [J. 0U- UZ o � v WMa V • ❑S Existing Litt Station ~''1,' o * y .::. i ee Proposed Litt Station =� . r + + � 4,. + a • Proposed $arper Rd Proposed Force Main Forc ' ■ a 'W3 _ Feet •. �� . =. F. � � "� ' •- - +.• ' , _ _ ' -�;�' � ''_ - •�---'� - -' � � " ``^rte .''w r •t� it4'' W4 + . • �-,► '� "ter _� L.% z. « 0 900 1,800 ■Yar�'� iLrj �!�$ • y + �' '- +' �. r� f� x S� r• !7 a* by . ,� U a ..: r r W� S7 r . -�'r 44 M • ,. �f ti • , .. (� ,� Creek tercep tor r •�f ' J0 3 Feet f L s ,, s t a * r• r o IL 200 Ya- - .. _ / ,f11 R Wil z 81DE*1"'gl,um imp W9 Sll XN ' W6 �' 7 • �. d fti f ' Pra osed.Harp Rd1. - S10 r a ` x Lif Station ::i v ii,�, Feet o Wl _ . - ■ y -,.�% . ■ . ■ . lb ■ iii �� j (� ., r #. RAN hPeooed Ce mns# p . �6 Force Main F ti r * � -�- =��`: � '~`� <•_ � � 1 _ , • - - p� ■ = .yam- ' --'. -� �j 11� r " . _ + ' L - ��• ��, • 1 - "c ' • I� • z I ■ ■ ==r `y 1� f i ■ r 1� `= `f `tiff+- .: p i ■ • .• 1 i ■ Yy! i fir. s r �r • y r-•t� t� 1� / 4 r c '.* • a- y * }J d•',•. R" • __ rte. ^Ja _ — �:�j - - N +��'. _ d. _ i cn �� ,; - � t�� • � ' �� 'S3 zoo t - :;� - -�� 'a :r • * • � � � � R ^`, k. `_ �• �f ;' • F -Rf # * K —`— 'Z''n ■ �-• C1e s s #1 on �' <- . ♦ * •.w_ • ,r % all * • r ;j '� ^` + ' / i r ' , ' Q U j/ • i r lr r t i b 4 ,, 11t 1 - 7iY r7 :,ill l l I Existing Lift Station C- • • . • ° * Proposed Harped_ Rd , • t v t V 4 s. Proposed - W5� Force 1�'Iain i Springfield FaTO Force Main - Streams & Wetlands Line r 1�Tewingtori Dr, pt r S% p �` Yj• v °� CFresjn"ehd Dr I W2 Discharge to Muddy Feet I 1 911 :11 - CSreek Interceptor J � r. c x Wll low Culler Rd wl ` S9 W9 S8 S11 \ A 1 Proposed Harper Rd \SIO Lift Station" " g 1 200 LA Sedalia Dr - '.- ! .. f7•- .-�; ' \. Ili % . . i�.i I -. ! y.' • garriff Rd' 1 ` _ Q" IT t L f Proposed Clemmons #� ' �, f p ti t j t. SS \ S6 Force Main �Z Rd . - - _ r. i - 40 . I 1 m S 1 ` ' ., S3 _ d Clemmons #1 Lift Station - i .. (To Be Upgraded) y . ` ■ Wetland boundaries outside of I 00-ft corridor along the proposed lines are estimated based on •••_ • and aerial photo interpretation. L �- aatears No. t FoacE wtw t LQ'F 6170N PLOT DATE 11/27/2013 HARPER ROAD LIFT STATION/ CLEMMONS NO. 1 EXPANSION CITY /COUNTY UTILITY COMMISSION WINSTON- SALEM, NC Z s U UNWOOi RtLID UFT SiA77tN1 AREA %11VICINITY MAP It NO SCALE wm eA Crucnl6 c nc n*AWINr:C SHEET TITLE COVER VICINITY MAP AND SCHEDULE OF DRAWINGS 1�18T�S,- A$✓�R�ILIAFI ®A1S�- ERGSIGN — 19814+R01: irvrl GIISR 6A*@W:F AMB 145,E9 FORCE MAIN - CLEMMONS NO 1 FM -1 0 CLEMMONS 1 FM PLAN & PROFILE, STA 10+00 TO 22 +00 FM -1 1 CLEMMONS 1 FM PLAN & PROFILE, STA 22+00 TO 33 +50 FM -1 2 CLEMMONS 1 FM PLAN & PROFILE, STA 33 +50 TO 45 +00 FM -1 3 CLEMMONS 1 FM PLAN & PROFILE, STA 45 +00 TO 56 +00 FM -1 4 CLEMMONS 1 FM PLAN & PROFILE, STA 56 +00 TO 68 +00 FM -1 5 CLEMMONS 1 FM PLAN & PROFILE, STA 68 +00 TO 72+97 FORCE MAIN- HARPER ROAD FM -2 0 HARPER RD FM PLAN & PROFILE, STA 10 +00 TO 22 +00 FM -21 HARPER RD FM PLAN & PROFILE, STA 22+00 TO 34+00 FM -2 2 HARPER RD FM PLAN & PROFILE, STA 34+00 TO 45 +50 FM -2 3 HARPER RD FM PLAN & PROFILE, STA 45 +50 TO 54+25 FM -2 4 HARPER RD FM PLAN & PROFILE, STA 54 +25 TO 60+00 FM -2 5 HARPER RD FM PLAN & PROFILE, STA 60+00 TO 72+00 FM -2 6 HARPER RD FM PLAN & PROFILE, STA 72 +00 TO 83+50 FM -2 7 HARPER RD FM PLAN & PROFILE, STA 83 +50 TO 95 +50 FM -2 8 HARPER RD FM PLAN & PROFILE, STA 95 +50 TO 106 +43 LIFT STATION - CLEMMONS NO 1 r �. 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NO 27101 2703 Jonee Franklin Rd Sults 201 H I GH FI LL nary North Carolina 27516 T.1919-481-4342 27518 INFRASTRUCTURE Fox 919-882 -9762 ENGINEERING PC ww•htepc com Flrm Ucense No C -2586 Ih(atl/47enISaLEMS .4WWbkh* -ftA - HIEPC PROJ NO WIN1202 NOVEMBER 2013 ABANDONED 4 FORCE MAIN TOP RIM =70605 d PER COWS PROJECT #8212 I CL INV =697 95 APPROXIMATE LOCATION EX BLOW -OFF �PoRART'U�ON REF PB 32 PC 101 ENTRANCE (SEE 2- 03/0 -1 O). 1pff SIRFiY1 IMPACT 20 lF !, EX 12 DI SS f WITHIN 30 STEEL n ENCASEMENT PIPE PER PLANS I ^� NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED TO —BA p a ON STATION BANK EX GALIRDRA (TYP T EX PERMANENT ` -`9`e EASEMENT NK EX 8 \ NR\RELEASE' E VALVE ASSEMBLY - DI SS / a no PP �` - -_E% 12" IE DI SS D; SS � + /VII F �'�1, •r\ TOP RIM= 70 32 �a - tl\` \Jyt,•,,7 INV IN-66 7 EX 12 \ _j m45 a F61((!1 {- +- VC SS CXN is' UT �1� RCP U / EX fi VEN a ryk® \ WIRE FE E X00 _ BORE r ► ' ` 5 et w 0 PLUG VALVE (SEE NDIITE 1 4W 01 FU BEND-/ 2m EX F DI WL W tp ° s /1 I EX 12 111 / rQ m TEMPORARY CONSTRUCTION \�\\ T EX IS PLRMANENT w / y ENTRANT' ACCESS EASEMENT I / d p PR ( 60 LF BORE Airy JACK W /2V STEEL — !]4.,12" RCP= = RICHARD A HOWE E CASING 94. WALL T ICIOIFSS tea ..- ! DB 2925 PG 2257 \ \\ \ 0250 3 10' q CARRIER; EX a VC 55 - _ LOT 67B OF �p \ PB 57 PG 35 EX WOODEN f� //2 10��!(10 SBB }- _34`4008 ` BOLLARDSI17 /�l/7 / /' FITTING LOCATIONS NQZL 1 PLUG VALVE SHOWN NEAR STA 10+00 TO BE INSTALLED BY FORCE MAIN NORT9NG CONTRACTOR (ODNTR/1C70R i) W/ YJ COUPLED RESTRNNED JOINT (SEE PLUG VALVE 15-30 YD -3.IC UFT STATION CpITRAC70R (CONIRIICTOR 2) 6HALL $ PRONDE PLJUN END OF PIPE MID RESiRNNED CAP FOR TESTING OF YARD 83396346 PIPING AND COORDINATE WITH FORCE MAIN CONTRACTOR. LIFT STATION ' CONTRACTOR MAY CHOOSE TO TEST AGAINST PLUG VALVE IF AGREEABLE 15&7348.56 TO BOTH CONTRACTOR" ID Q 2 WORT( AT CLENMONS NO. 1 LIFT STATION STE (CONTRACT 2) NOT SHOWN I 634105.89 1583384 78 n EXPOSE DB CI- ' I TOP PIPE =707 20 1134136.40 $ ? WATERFORD HOMEOWNERS DROP INV =701 00 ' I ASSOC INC 45' BEND DB 1690 PG 1597 IBM EX. r FM LOT 1748 OF AND DISPOSE OF 1583318.27 PB 34 PG 46 WHEN CONFLICTS W/ 83416909 n° 5883 -34 -1176 NEW FIL I ABANDONED 4 FORCE MAIN TOP RIM =70605 d PER COWS PROJECT #8212 I CL INV =697 95 APPROXIMATE LOCATION EX BLOW -OFF �PoRART'U�ON REF PB 32 PC 101 ENTRANCE (SEE 2- 03/0 -1 O). 1pff SIRFiY1 IMPACT 20 lF !, EX 12 DI SS f WITHIN 30 STEEL n ENCASEMENT PIPE PER PLANS I ^� NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED TO —BA p a ON STATION BANK EX GALIRDRA (TYP T EX PERMANENT ` -`9`e EASEMENT NK EX 8 \ NR\RELEASE' E VALVE ASSEMBLY - DI SS / a no PP �` - -_E% 12" IE DI SS D; SS � + /VII F �'�1, •r\ TOP RIM= 70 32 �a - tl\` \Jyt,•,,7 INV IN-66 7 EX 12 \ _j m45 a F61((!1 {- +- VC SS CXN is' UT �1� RCP U / EX fi VEN a ryk® \ WIRE FE E X00 _ BORE r ► ' ` 5 et w 0 PLUG VALVE (SEE NDIITE 1 4W 01 FU BEND-/ 2m EX F DI WL W tp ° s /1 I EX 12 111 / rQ m TEMPORARY CONSTRUCTION \�\\ T EX IS PLRMANENT w / y ENTRANT' ACCESS EASEMENT I / d p PR ( 60 LF BORE Airy JACK W /2V STEEL — !]4.,12" RCP= = RICHARD A HOWE E CASING 94. 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DI RJ BEND os\ 5883 -34 -3326 -- - - -- PROPOSED TEMPORARY CONSTRUCTION !EASEMENT BOUNDARY 15' FROM CENTERL ff OF 116 UNO NOTE NO LAND OR VEGETATION DISTURBANCE SHALL OCCUR WITHIN 10' OF BANK OF BLANKET / BOTTOM CREEK EXCEPT FOR PERPENDICULAR �\ CROSSINGS. 7FMFAORARY Cp45TITUCTION ENTRANCE (SEE 2- 0.7 /E7! -1 0) EX. 20' EASEMENT TO BE USED FOR ACCESS TO TOP RIM =71 7 01 // / CONSTRUCTION COMA CL INV =70581 / / / \ / / TOP RIM =71311 \\ \\ / / CL INV =70311 \ \\ \ MICHAEL L WEEKS / FORGE L VIDAL / / RICHARD M SAWYER \ \ TCRI G WEEKS KIRSTEN N VIDAL JANET SAWYER \ \\ DB 1822 PG 48 / DB STEN PG 3913 / DB 1705 PG 1894 \ \ LCT 171 OF / j LOT 168 OF DONALD G ALCORN L0T 172 OF \ \ PB 32 PG 101 / , PB 32 PG 101 SHARON ALCORN PB 32 PG 101 \ �\ 5883 -34 -3608 / 5883 -34 -3862 DB 1678 PG 3947 5883 -34 -3585 WILLIAM R FISHER LOT 166 OF \ \ i PS 32 PC 101 / CAROL ANN ESHER \ E% 15 RCP / 08 2479 PG 2310 / 5883 -35 -4006 EX 8 VC 55 \\ o V EX 20 SS EASEMENT \ V\ W /FES / j LOT 167 OF \ PB 32 PG 85 EX 30 DRAINAGE AND 55 EASEMENT -� � / EX 8 VC 55 5883 -34 -3985 EX SWING \\ Zc \ 1 \� �,/ 2p/ --`EX GATE EX STONE WALKWAY �./® \\ // j EX 30 SS EASEMENT k J K a a a TOP RIM =70488 \ :k {� a_ \ \ ` 4 EX GATE� i , E` % 4 x / CL INV =697 63 ED PO5IANENT }L \ __ _ EX J� y TOP RIM =70505 �EASEFIOM BOUNDARY "'= I �.`� - -:7- a \ - - ACV I \\ / CL INV =69885 �EX, e" VC 55 WOODEN _ - -fl/ 1M FROM C1911Q8JNE \ d - _ - 16 5" /c /-- ---- ------ OF FM. 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INSTALL WP RAP 1 112s 01 RJ BEND �o� CL INV2694 16 _ - - TEMPORARY SILT FENCE NK SUCH TWIT TOP OF RIP RAP MATCHES - � (TYP) (SEE 2 -MAD -1 0) 'P i i PREEQ F7E AT STREAM CON ED EL ATIOH AND T P \ i I B�NKE-T BOTTOM CREEK I I 1 I p I z9 GRAPHIC SCALE 60 %1� PLAN — STA 10 +00 TO 22 +00 SCALE 1' = 40 ( IN FEET ) 1 idols - 40 rL 710 -- - - -- - - - -- -- ' ---- - - - - DS_ _ _ - - --- - - - -- ---- - -- - -- ' -- -- -- - - -- - -- --- - - - - -- - -- - - __ _ - _ - - -- -- _ - -- A 12+00 11.2T DI RJ VERT BEND - - - --- ; -- - - -- - - - --- - - - -- -- - -- _� + -< 705 _ f. 12 G __ -- - -__- _ _ - _ - _ -_ _ _ - -- __ __ __ ___ _- 705 EA GRADE B' � ;S___ _ 700 — 700 -- - - - - -- GAS - -- - — - - - - - -- Ir MIN - - -- r - DI FY (TYP) - - --- - - -- --- -- 695 - -- -- - - -- -- - - -- - - - - --- __- 695 18' - � - - YNNIAIN CONSTANT SLOPE ro HIGH POINT 20' STEEL CASING (MIN THICKNESS 02507 WALL - -- - - - TV CL 350 - 8' - - 690 __ EX 18 MIN -- RJ VERT BEND _ - 12' ___- VC SS - - - - - - -- -- - -- 690 Ir VC A 12 +99 11 25 DI STA 12 +34 685 1125 01 RJ VERT BEND ----- - --- 1125 DI RJ VERT BEND -- --- ---- -- _ - - - -- -- - --- 685 _ 10 +00 11 +00 12 +00 115+UU 14 +00 15 +00 16 +OU 17 +00 18 +00 r2�PROFILE — STA 10 +00 TO 22 +00 HORIZONTAL SCALE 1' - 40 VERTICAL SCALE 1' = 4 19 +00 20 +00 21 +00 22 +00 6 C7 T � o " a a n�Cqqu��u,,o,,,,,, 034361 ✓�,,�QXCCR �� . °F 9L TOT YYD Nil S SOD Aid DOE HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Fmnklm Rd Ste 20 Cery North Cerohne 27518 Tel 9194814342 Fex 979 -0829782 wxw h.pc Wm Fbm License No C 2586 mb,agrlraaw'ms. elab7#rbM hheefts ose Z W O _J ll_ z 0 iC L i q5j O z O gN Z wv G N ZO JzV1 O Uoo W O co (Y O -� 0 3' O •- LL. Q � � O (n cr V) � Z W O Q W 7- J U PROJECT NO WIN1202 FM -1 0 DAVID P MILLER JR DONALD W BENNETT III EMIT Y d MILLER J0" M HARNEY III i I DB 11166 PG 201 EDI HUFFSTETLER I I / I LEIGH J MC °HERSON - - - -_ _ _ _ - DB I OT n159 OF784 LOT 158 C1 I I I O 01.C'L i WILLIAM hRILKES SUMMERS \ DB 1729 PG 3456 - - - - -_ - -- - PB 35 PC 13M1 PB 35_PG 134 - - -- I I f MARCIA GILKES SUMMERS ALEXANDRA WAN 11111. G 5803 -35 -4902 B` Oia 157 PC 042 F ST EYE' CHAPMAN ry - PB 35 PG 134 GLENN RAY REYNOLDS B JOEL H KIMBALL LOT 162 OF w 5883 - }5 -3880 I TEOB�70 0 PG 703 REYNOLDS 19 ♦ 8 OB 2224 PG 2289 DB 3072 PG }704 SB113 -36 -4002 I20 Se DAVID A VALLIERE LOT 163 OF B 32 PG 102 LOT 161 OF �eti RICKY L "HIT, _ �. -I LOT 156 GF SUSAN KIMBALL I DB X752 PC 2685 SARAH V VALLIERE 5883 -35 -3478 ,° n - - -_ o o PO 32 PC 102 PB 31 PG 102 °n TINA !A WHITT - - - -_ ( PB 35 P- 22 1 I 3 I I LOT 165 OF D8 2517 PG 729 5883 -35 -3377 \ 5883 -35 -3566 - DB 1854 °G 107 EX 12 -? �° .� N 5883 -36 -4 i22 I I `JS P PB 32 PG 102 LOT 164 OF I I a ° N LOT 160 CF CI SS ' II _ _� I , 5883 -35 -6117 PB 32 PG 102 1 z 2 n I PB 5 PG 134 I '� s j'' \ \ �- EX 20 UTILITY 10 TONS OF CLASS 1 RIP-RAP W/FILTER FABRIC 1 5883 -35 -4207 EX 5 WOODEN FENCt - m I 55833 ay _ z FOR SITtF/1N STABILQ/1TI0H1 INSTALL RIP RAP SUCH \ � 3m,'p'1 „1 -35 -3750 s� . EASEMENT DONALD G nLCGRN I 1 E% 30 DRAINAGE i �1p'/ TOP RIM =71213 \II THAT TOP OF PoP W1P WTCNES� SHARON ALCORN AND SS EASEMENT ' °ma'^ �� ,, a\\� {J^^�� PRE SON gplj( Q�jIpN sA(pIJRS,I nip Cl INV =69898 . \ \„1 / D 1678 PG 3947 EX 20 SS EASEMENT Z ° LOT 166 OF I III` EX 20 DRAINAGE EASEMENT EX q EX 5 ° I E% GARDEN `\� \ F% 12 VC SS 1 1/ PB 32 PG 101 I WOODEN YlOODEN j� _ -'EX 5 WOODEN _ _ 1 FENCE TOP RIM =705 01 AREA �T / / 5883 -35 -4006 FENCE / ' FLINCH I ',) `� j{`- I I Y Cl INV =697 21 / #� x Ic„1 EX 20 55 EASEMENT �Aat RELEASE VALVE ASSEMBLY TEMPORARY SILT FENCE It L '-s+ v * E 2-OI/M -1 0) 1125 01 RJ BEN � \ (.NI-4B/SD -a0) 12/ \ ��-�_ I \I II TOP RIM -70533 4 ° 1 I �� 1 cX _ 4 �__- 0 - EX TREEHOUSE I -EX 30 DRAINAGE %' 1__ DI 55 �f_ III EX 8 \ CL INV =69788 t.J AND SS EASEMENT .�� -- U6 II DI SS I \ _ i -�'� \ _ � INV IN =69848 / TOP RIM =704 88 \ I ® - c _ _ z 0 — — — — — — — / CL INV =697 63 \ X20 I GATE 6 �_ _ _ -- — _ _ _ _ _ _ / —705' \ i _ �. r _ D- _- f^><.__ -____ __ _ _____ - -__� _ "_�'3� — - g '+q- 26 +00 —mss 27 +00 � 28 +00 9 +00 1�� 1 +DD tt - - - 3 —,EX 8 VC SS W rz Ex 12 �- - - DI SS 10 _ 10. 350 NORTHING \ Ex 55 CLEANOUi (1'YP) TOP RIM =70506 53540315 1 -_ CL \NV= 696 26 PROPS DAND Ef. Is 536108 42 - - _ EASEMENT LINES SERVE I I AS LIYTIS OF 1 I1 II BLANKET BOTTOM CREEK OGITURBANCE CM) a 1 1 I 1 q I I I I 715 I I 20 SS EASEMENT SILT FENCE 51011E FILTER OUTLET (TYP 2 Q, (TYP) (SEE R RELEASE VALVE ASSEMBLY `A- PROPOSED AND EM. a BLANKET BOTTOM CREEEIISEMENIT LINES SERE EX AS ) 6 ABOVE TOP RIM =7089 PROPOSED TEMPORARY GROUND CONSTRUCTION EASEMENT BOUNDARY PUMPS TEMPORARY STWAM IMPACT 'C 15' FROM CENTERUNE OF FM, U NO NI- 48/SD -J 7)--* c PROPOSED PERMANENT EASEMENT 45 TONS OF C1A55 1 TdP -RAP W/FILTER FABRIC BOUNDARY 10' FROM CENTS LIME FOR STRFAY STABRaATiON. iHSTALL PoP RAP SUCH OF FY, U.N 0 THAT TOP OF RIP RAP MATCHES PRE-CONSIAUCIpN STREAM BED ELEVATION AND TEMPORARY CHECK eft p" STREAM BANK ELEVATION CONTOURS. DAY ORAR I� TEMPORARY STREAM IMPACT 20 LF 2 -04/r- 10) TOP RIM =706 87 CL I111=69932 STA 22 +00 TO 33 +50 SCALE 1' - 40 FrrnNC LOCATIONS DESCRIPTION NORTHING EASIING ARV 53540315 158352 8.31 i 1.25 BEND 8359SOM 1583575.06 ARV 536108 42 158360185 NOTE FTTTTNGS ARE LISTED SEQUENTIALLY BASED ON STATION GRAPHIC SCALE 40 0 20 40 80 180 ( IN rELT) I inch - 40 1L 715 715 710 -- - -- - - - - - - - - - - -- -- - - 710 705 - _ _ _ - - -- - -- -- -- - _ - - - -- -- -- -- -- - -- - -- -- -- - -- - - - -- - -IX - - - - - -- -- - - - - - -- - -- -- -- b N RM. CoVETt TO - SS - -- -- - - 705 OWE - -- - — EX. 5' DI SS - - - - - - 700 695 - - - - - -- - - - - - - - - -- - 700 695 1 = --_ _ --__ EX 12' VC 690 - ---- - -- - -- -- — — - — -- 10' CL 350 DI FM CM) - -- - - -- -- ` 690 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 33 +50 / i 1PROFILE — STA 22 +00 TO 33 +50 HORIZONTAL SCALE 1' - 40 VERTICAL SCALE I' = 4 0 0 a a g Eli 4 � � ' SIX = 034361 SOL IE1 wI0 W}$ 906D NO 0110 HIGHFILL INFRASTRUCTURE ENGINEERING PC 7703 Janes FM,W1, Rd Ste 20' Cary Nmth Cemhna 27516 Tel 9194814342 Fax 919-8029762 www hlepc mm Inra�genrsvmawu s4aanleaennm'wcaa Z W O —1 Z O Q W W x W 4d O Z Ln g� Z w v D- O Fz H= f Z O 5 ui Q f- Jzji >O U 00 W J3 ofN ON D � Q Q O Of V) 11-1 Z W O 11 :2 of :�i Q W = J U PROJECT NO WIN1202 FM -1 1 EDWARD CHUNG JOSNPII JYH -GANG CIIIOU TIMOTHY E OAKS TOT RIM =/11 7B / / DAWN ANNL CHUNG I WILBURV E BE44" J IANFENG %U CI INV =703 14 / DB 2812 PG 2.59 MEINDA MUEL MINC CHIOU ANN 'B OAKS / DB 1834 PC 32S8 JANE 0 BERRY 00 2033 PG 1966 SIOUN ZHENG LCT 178 OF I ARUTHER 0 UAVIS LOT 147 OF CB 2021 PG 726 LOT 19 C DB 2121 PG 19.4 / PB 36 PG 82 SBB3 -46 -7646 \ pa 36 82 I / EX 8 5883 -36 -7751 JEFFERY 0 MARTIN I TINA C DAMS PB 37 PG 19 PB 40 PG 63 JON C GRAVER TIFFANY M MARTIN DO 3008 PC 2857 5083 -47 -00.1 - _ \ 5883 -M17 -3135 5883 -36 -5582 L1 BLOCK LOT 148 OF 8 TARA HAIRSTON GRAVER WALL DG 2762 PC 790 PEI 36 PC 82 \ DB 2527 PG 232 �� / I - LOT 149 OF I 5863 -36 9879 ` _ - - -�_ - \\ ' LOT 153 OF EX 20 55 EASEMENT n 36 PC 82 PB 36 PG 82 ��EX �e VC SS 3 ' µ �� 5883 -36 -9716 PERMANENT FASOIFNf ARY -- _ - _ 5883 -36 -5x52 - _ TEMPORARY splRlcT 31 LF 11.75 DI RI BEND oFNa FROM CENIEAIJNE ) PROPOSED IEIIPORARY \ / - / a - E% WOVEN WIRL CONSTRUCTION EASEMENT BOUNDARY ROLANDO GARCIA / 1 E% 12 DI SS DILAPIDATED I FROM CENT ERU E OF FM, UKO \�P ' "j0 EX 5 FENCE - 09L RC DORTHY CARCIA SILT FENCE / - EX SS (LEANOUT / 'f WOVEN DB 2825 °C 1305 (TYP) (� 2- 01/ED -1 0) (TYP) / /•0/ > °°'� �°i- -v _ = WIRE 11.25 01 RI \ LOT 154 OF \' -' �/ /j j / ' — a 4— L_ v 99 00 _�: _ I FENCE /- PB 36 PC 82 /\ / ` _ m� '00 0 � (GARDEN AREA) L — / 5683 -35 -5302 D' j— / I \ — ��° ^(jI' 4Q +0p 4 11.78' 01 RJ BEND _X 20 SS EASEMENT 00 KENT P STUART /EX 20 SS EASEMENT -� DEN a STURAT 36 0 __.� a _4 _ n a� 41 +00 _ _ _ 44+ LB 2858 PC 2205 \ /� .' l � o — a o• 4 /�� _ sx� 1.0 a F- ''� 43 +00 l a s— ss s ss 'a" LOT 155 OF - PB T PG 82 �, / ,�� oa E% SS CLEANOUT (T P) EX 20 SS EASEMENI a �t�r� _� 5883 -36 -4274 TEMPORARY _ ' r 1 �' 25IRELF / off, EX 12e01 SS snwm w '� O - {e� - -a-- � a �// 9�¢,��.c -=z > TOP RIM =711 6 W / / B — z,.F i=— CL INV =70354 z I BLANK TTO 1F]IPOTWN STEAM IMPACT 44 SF - -..ar- --e-'� > f t M CREEK ANK BLANKET = 4/00, DT RJ BENDS- TEMPORARY CHECK 6�ry � BOTTOM CREEK i i o4/Ea -i o� 75 toNS of awls 1 RIP- w/F1TYE� FAerac �Fre EX 12 DI ss / Q' WILBURN E BERRY _ // / FOR OM O STABS I RIP MST W/ LI F SUCH 0 c. /Y 4 'TNT TOP OF RIP RAP MATCHES M JANE 0 BERRY _ E% 12 DI SS TOP RIM =708 1} PREEN STREAM BID ELEVATION AND PROPOSED AND EX. DB 2021 PC 726 RIIEASE VALVE ASSEMBLY ` 1- \ 4 CL INV =701 33 STREAM BANK ELEVATION CONTOURS. EASEMENT LINES SERVE 5883 -46 -2646 ( w'47/SD -a0. W E OBERRY iy Ex As LIMITS of w- 4e/sD -ao) DISTURBANCE TREEHOU / 00 • I () 101 CL 330 DI FY (TYP) 35 TOM OF CLASS 1 RIP -RAP W/FlL70 FABRIC FOR STREAM STABILIZATION -M" RIP PAP SUCH THAT TOP OF RIP RAP MATCHES PRE-OONSIRUCTKIN STREAM BED ELEVATION AND g0S100 STREAM BMOC ELEVATION CONTOURS. ' 10 TONS OF CLASS 1 RIP-RAP W/FILT R FABRIC MR 9111FY1 STAML17ATION OMALL RIP RAP SIK!1 4/ PRE - CONSTRUCTION STREAM BED ELEVATION AND STEAM BANK ELEVATION CONTOURS FITTING LOCATIONS DFSCRPTON NORTHING EASING 22S REND 83640372 136366863 11.25 BEND 97664068 1383883.16 1125 BEND 838787.25 13B414761 ARV 838684-86 1384256 74 1125 BEND 836888.58 I 1384387 8B ] DB 1305 PD 74 CB 1360 PC 531 / 5883 -46 -4766 / NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED / / ON STATION / D 2D GRAPHIC S CAI,E 60 %1� PLAN — STA 33 +50 TO 45 +00 (� SCALE 1• = 40 ( INN= I Inch a 40 IL 715 c 715 710 - -- -- E , - - DL GRADE (T'P ) -- 710 705 - - - -- —1 - - - - - - - - - - -- - -- 705 - - - - - - -- -- — 700 - - -- -- — _ -- - - -- -- - -- - -- -- - 1-0` CL 350 DI - - -- - - - - - - - -- - - -- - - - - - -- - - -- - - - - - - - - - - - ,6. RJ - - -- - -- 700 FM �) -- - -- -- - -- - 695 695 34 +00 35 +00 36 +00 37 +00 38 +00 39 +00 40 +00 41 +00 PROFILE - STA 33 +50 TO 45 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1. = 4 42 +00 43 +00 44 +00 45 +00 O o o LL a a •� � Q7,O4FSSIpy7�,f''s 0343361 sue. I6T wn uiislm[n No 060 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Franldm Rd Ste 20' Cary North Caroline 27516 Tel 9194814342 Fax 919-882 9762 mww hiapc mm Finn Ueeesa No C 2586 ,hw# a7snbtaas. '(.&haftOrhsatufma Z LL O -1 (n LL z O 0- LL x LJJ O z O g+ z In o o�Z z �_w Qr _jZ" �o U o o LLI Ln�F Ur) J U3 0O r7 O (n Q� (f) [if z LL) O a_ Q LJJ 2 U PROJECT NO WIN1202 FM -1 2 SS \ a TOP R/ t 9 'G WE OB�f ERR OB /J3p5 PFR ✓R B83 fip a 0 R4 46`4 B63/ TIMOT by PB L?00 Bj? .QYS'TS S B34p /ppT /966 ,4j`3j35 APPROX LOCATI EX DRAINAGE EASEMENT ( APPROX LOCATION) � y r` 1 \ f 1CP RIM =728 fi5 `may'\/ INN CUi =77095 EX 15 \ ' DRAINAGE EASLMFNI SI EVEN C RONDOS EX LANDSCAPED TAMMY P RONDOS AREA / DB PG 1908 LOT ' xi LOT 18 , OF O � O NOTE NO LAND OR VEGETATION DISTURBANCE SHALL OCCUR WITHIN 10' OF BANK OF SLAM ET BOTTOM! N CCR E'P REIX E1(Cf FOR PERPENDIC" f X 8 VCP SS s PB 40 PG 63 \ PROPOSED PERMANENT EASEMENT 5883 -47 -5212 �� BOUNDARY 10' FROM CENTER INE 7 Yom/ EX 2-WTORY BRICK �� Ex 3 WODUt. OF FM' UNO / ELLING PIFKET FENCE EX 00 \K EN -881 T n/j �j \\\{ ,,6 / \ E�CO _ X 15 \ \ 1 Ex er, 715 -VCP SSK �C / p K _ -710 TOP RI— } 21 =7 INV IN 8705 . . \\ CL )NV= 70 36 ` \\o_ \ JERRY P KOONTZ SR \ MARTHA 5 A 606 PIS 146 5883 -57 -6959 FR11NG UOCAYIONS OEScPoPOON NORTHING EASnNG 1125- BEND 83710348 1684840.28 ARV 837810.83 1684880.48 W BEND 837914.31 1584032.88 ISIM 1O 011 IN WERANDS AREAS, PERMANENT MAINTENANCE CORRIDOR SNAIL RE UMRED TO 15' IN WIDTH / 1 ACT 374 SF PERM IMPACT 87S g 15 z 3 3 o LL ASSOCIATION PI INC W 01 RU BEN DB .3 CIA Pc aC NR REI.FASE VALVE ASSEMBLY ' CL 350 DI FY `\ COMMON AREA . - - COMMON AREA OE- \ �'� ('I�5 / (SEE NI- 47�SD-3.0, _ —TOP RIM =�98 PB 40 PG 63 r,6 - —PB 40. -P;23 `\ I \ / - _ NI�B�SD -3.0) \ 5883 -47 -5212 _ _� } -47 -7608 INV =71142 / _ _ \ v S 70P RIM =71415 CL INV = 706 81 , 1 =7 20 SS � 71<- TOP RIM =71 }84 \ �i�G� >'� f _ -CL INV = 70603\\ EMEN =- - \ \ \\ N1I 4S X 20 SS SEMENT L715 CL IN_V= 7_05 22 _ _ S6= = - TOP RAM =716 81 CL Inv =706 81 +00 e — — — —° — — - 53+ — — — - - _ 5 �R 51 +00 EX 20 S�R-EASCKItNT 52 +00 54 +00 -- N L °—E x— s _ 1 - 2 0IS _ ss E 12 91 SS ________ E% 12 DI 55 � ___ \ - FX 20 5 EASEMENTS _' SOP 66 0 BLANKET BOTTOM CREEK — C TOP BANK g0 OM CREEK `�aµt -1 0 �'/a� 11 L p 11it ARTI -SEEP ( QLLAR TEMPORARY SILT FENCE 0 EX 12 DI 55 s `N C (SEE MI-20) (TYP) (SEE z- 01/'ED -1 O) - _ _ - - -- �• WZ \ / (sANR /2.0) \ ~ = = 034361 S =_ —_— _ - !, �p I COP RIM =7ji > 713 K \ 1N�7076 8499 �— SF/110f WO,wIWL41NO GVE71 EX 8 DI SS t=71 } -- '0 170��i7 I I l p 1 HIGHFILL INFRASTRUCTURE ENGINEERING PC GRAPHIC SCALE ��PLAN - STA 45 +00 TO 56 +00 0 20 40 80 80 2703 CaryNsFCamhn. 751201 SCALE I' - 40' `� Cary North94814 27618 J Tel 919da1d342 ( IN FEED' I F.. 919-882 9762 1 inch - 40 K — NsK mm Fem Ucecao No C 2566 IIIAWt- tsali0wu. sus&bmft hi esbecYme Z W O -) U) Li- Z 0 720 D- a- x W � O Z O 775 V) + Z w cD t1 Ln O ,_ z Fm Z O LLI Q 710 J Z 1 O U 00 W J � 3 Ln O `t W 705 Q O V) Ir U) _ rf Z W 0 700 d 56 +00 Q W = J U PROJECT NO WIN1202 FM —1 3 PERU IMPACT 808 SF 720 715 EX GRADE (TIP) 5i Ex. 15- 710 CPP 24' MIN 705 - _ VCP - 10' CL 350 DI FN (TYP ) ANT -SEEP COLLAR ANTI -SEEP COLLAR_ - - - - - - - - - - - - - - - - (SEE VII- 23/W -2.0) (SEE MI-23/0-LO) ANTI -SEEP COLLM ANTI -SEEP COLLAR - - - - - --- - 700 - - - - -- -- - - - - - - - - - -- --- -- - - - -- -- - (SEE NI- 23/SD -2.0) - (SEE NI- 23/SD -20) - - _ -- - 46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 �1PR0FILE - STA 45 +00 TO 56 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1' = 4 54 +00 55 +00 NOTE FTE INGS ARE LISTED SEQUENTIALLY BASED / / / O PROPOSED E1LSE1B74f � � PROPOSED TEMPORARY F LIME AND 10' OFFSET J INV -71253 O JERRY RANDALL DOUTPII 7�dEI� H ASHBOURNE 0 WATERFORD R RCP �M P PB 40 PG 63 g 15 z 3 3 o LL ASSOCIATION PI INC W 01 RU BEN DB .3 CIA Pc aC NR REI.FASE VALVE ASSEMBLY ' CL 350 DI FY `\ COMMON AREA . - - COMMON AREA OE- \ �'� ('I�5 / (SEE NI- 47�SD-3.0, _ —TOP RIM =�98 PB 40 PG 63 r,6 - —PB 40. -P;23 `\ I \ / - _ NI�B�SD -3.0) \ 5883 -47 -5212 _ _� } -47 -7608 INV =71142 / _ _ \ v S 70P RIM =71415 CL INV = 706 81 , 1 =7 20 SS � 71<- TOP RIM =71 }84 \ �i�G� >'� f _ -CL INV = 70603\\ EMEN =- - \ \ \\ N1I 4S X 20 SS SEMENT L715 CL IN_V= 7_05 22 _ _ S6= = - TOP RAM =716 81 CL Inv =706 81 +00 e — — — —° — — - 53+ — — — - - _ 5 �R 51 +00 EX 20 S�R-EASCKItNT 52 +00 54 +00 -- N L °—E x— s _ 1 - 2 0IS _ ss E 12 91 SS ________ E% 12 DI 55 � ___ \ - FX 20 5 EASEMENTS _' SOP 66 0 BLANKET BOTTOM CREEK — C TOP BANK g0 OM CREEK `�aµt -1 0 �'/a� 11 L p 11it ARTI -SEEP ( QLLAR TEMPORARY SILT FENCE 0 EX 12 DI 55 s `N C (SEE MI-20) (TYP) (SEE z- 01/'ED -1 O) - _ _ - - -- �• WZ \ / (sANR /2.0) \ ~ = = 034361 S =_ —_— _ - !, �p I COP RIM =7ji > 713 K \ 1N�7076 8499 �— SF/110f WO,wIWL41NO GVE71 EX 8 DI SS t=71 } -- '0 170��i7 I I l p 1 HIGHFILL INFRASTRUCTURE ENGINEERING PC GRAPHIC SCALE ��PLAN - STA 45 +00 TO 56 +00 0 20 40 80 80 2703 CaryNsFCamhn. 751201 SCALE I' - 40' `� Cary North94814 27618 J Tel 919da1d342 ( IN FEED' I F.. 919-882 9762 1 inch - 40 K — NsK mm Fem Ucecao No C 2566 IIIAWt- tsali0wu. sus&bmft hi esbecYme Z W O -) U) Li- Z 0 720 D- a- x W � O Z O 775 V) + Z w cD t1 Ln O ,_ z Fm Z O LLI Q 710 J Z 1 O U 00 W J � 3 Ln O `t W 705 Q O V) Ir U) _ rf Z W 0 700 d 56 +00 Q W = J U PROJECT NO WIN1202 FM —1 3 PERU IMPACT 808 SF 720 715 EX GRADE (TIP) 5i Ex. 15- 710 CPP 24' MIN 705 - _ VCP - 10' CL 350 DI FN (TYP ) ANT -SEEP COLLAR ANTI -SEEP COLLAR_ - - - - - - - - - - - - - - - - (SEE VII- 23/W -2.0) (SEE MI-23/0-LO) ANTI -SEEP COLLM ANTI -SEEP COLLAR - - - - - --- - 700 - - - - -- -- - - - - - - - - - -- --- -- - - - -- -- - (SEE NI- 23/SD -2.0) - (SEE NI- 23/SD -20) - - _ -- - 46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 �1PR0FILE - STA 45 +00 TO 56 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1' = 4 54 +00 55 +00 720 715 EX GRADE (TIP) 5i Ex. 15- 710 CPP 24' MIN 705 - _ VCP - 10' CL 350 DI FN (TYP ) ANT -SEEP COLLAR ANTI -SEEP COLLAR_ - - - - - - - - - - - - - - - - (SEE VII- 23/W -2.0) (SEE MI-23/0-LO) ANTI -SEEP COLLM ANTI -SEEP COLLAR - - - - - --- - 700 - - - - -- -- - - - - - - - - - -- --- -- - - - -- -- - (SEE NI- 23/SD -2.0) - (SEE NI- 23/SD -20) - - _ -- - 46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 �1PR0FILE - STA 45 +00 TO 56 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1' = 4 54 +00 55 +00 46 +00 47 +00 48 +00 49 +00 50 +00 51 +00 52 +00 53 +00 �1PR0FILE - STA 45 +00 TO 56 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1' = 4 54 +00 55 +00 NOTE NO LAND OR VEGETATION DISTURBANCE \ / JERRY RANDALL DOUH 11 91ALL OCCUR WITHIN 10' OF BANK OF BLANKET DD 1645 PC 3165 BOTTOM CREEK. EKCEPT FOR PERPENDICULAR \ PART OF L01 8 OF CROSSINGS PB 40 PG 63 883 \ SS 5- <3 9102 Ex 5 CI SS TOP RIM -717 04 - o 1 EX POND PROPOSED AND EX CL INV =70842 TOP / 70 SS TASCMENt NHATER EIfV4TION =71801 EASEMENT LINES SERVE ANTI-SEEP COLLAR �L / AS SURVEYED ON 7/23/13 AS LIMITS OF (SEE NI- 23/50 -20) BANK/ '`N'/ BLANKET B ° ANTI-SEEP DISTURBANCE (TYP) . _ T °rr C(SEE VII -2: W BLANKET O M CRCE / // °P BANK 11 25 DI FU BEND \ \ TEMPORARY STREAM IMPACT 20 LF CREEK TOP BA - \ �\ 1681 Or °M CX 12 DI SS _-� - — - _ 70601 �� — OIANKEI 62 +00 8+�0( E% 20 SS EASEMENT - 61'F8o- \ — )0 NOTE TO OWNER IN WETLANDS AREAS, PERMANENT MAINTENANCE CORRIDOR SHALL BE LIMITED TO 15' IN WIDTH PROPOSED PERMANENT EASEMENT BOUNDARY 10 FROM CENERUNE OF FM, U.N O 6 g IMPACT 25 WETLANDS \ PROPOSED TEMPORARY IMPACT 23 SF LLµ CONSTRUCTION EASEMENT BOUNDARY S 5 LL LL e D-2.0) 1W FROM CENTERLINE OF FY, LINO a $� OPNK BLANKET BOTTOM CREEK _ 109 a a 10' CL 350 DI FM (TYP) ��- 7 '6' 64 +00 — — — _ i e 65 +00 66+ 0 — — - --- — — — _ R 3 ..x 12" 01 SS _ \�\ 4 DI RJ BEND_ 4 -0� ____-69'1'08 =r v'� �'� ) i �� \� CLEANOUT (ttP) 's, TEMP IMPACT 96 SF =��.In �O J / s e PERM IMPACT 166 SF 4K 1) ss- � DaV11A� T �r r p J 15 TONS OF CLASS 1 RIP -RAP Ill FABRIC TEMPORARY CHECK fie\ —��! �/ _a_ ate» FOR DITCH STABRIIATION INSTALL RIP RAP SUCH DAM 2-04/ED-1 T TEMP IN 73 SF 1dp1 I i v _ � THAT TOP OF RIP RAP MATCHES PRE - CONSTRUCTION WI 1 tl i�i�1 ji3 y� / CH BED ELEVATION AND DOCH BANK ELEVATION CONTOURS. �a '1 TEMPORARY SILT FENCE (7YP) (SEE 2- 01/ED -1 0) ymnANDS MPACT 0 PERM IMPACT 103 SF '1 %T"'llIPLAN — STA 56 +00 TO 68 +00 SCALE I' = 40 FITTING LOCATIONS OESCRIPTioN IY � FASTING 80' BEND 837873.77 1684988.47 /ate TOP RIM =71699 a PROPOSED PE1R11ANENT EASEMENT 8382107.21 a�a N -SEEP COLLAR NI- 23/SD -2.0 ) - JERRY W PIPLS 1 a CL INV =70684 BOUNDARY 13' FROM EX EASEMENT NV ;N= 707 39 / BOUNDARY. U NO 1pp 9 a�°x' 1 a ne CYNTHIA M PIPES C8 2942 PG 2035 I \ 5883 -58 -9632 715 _1 g p1 BS - I I - I t Q PROS TEMPOS CONSTRUCTION EASEMENT BOUNDARY JERRY P KOONTZ SR ¢P 715 MARTHn S KDOnTZ \ -- 12I I 40 TONS OF CLASS 1 PoP -RAP W/FILTER FABRIC 1B' FROM EX. EASEMENT BOUNDARY, DD 606 PG 146 - - - -- _ _ _ _ I I I ° I FOR STREAM STABILIZATION INSTALL RIP RAP SUCH THAT TOP OF RIP NAP MATCHES LINO 5883-57-6 959 1 I PE SNF ELEVATION AND I STREAM BANK ELEVATION C ONTO URS. E \ a I I 0 710 I tl I SOP %T"'llIPLAN — STA 56 +00 TO 68 +00 SCALE I' = 40 FITTING LOCATIONS OESCRIPTioN I FASTING 80' BEND 837873.77 1684988.47 11.25 BEND 8382107.21 1685286.47 NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION GRAPHIC SCALE 40 0 20 40 80 160 ( IN I= ) 1 I-b - 40 0. 7MI, _ z i C < DB 5 5883 -58 -9632 a � \ 720 - - - - (SEE - (SEE -SEEP COLLAR NI- 23/SD -2.0 ) - pT, GRADE (TTP ) 720 715 715 710 EX 12• DI 55 - - -18• Y6i _ _ - - - - - - - -- _ _ _ _ 710 -- - - - -- -- - _ - -- -- _ __ ___ _ _ __ 10• _ _ _ _ CL 350 DI FM (TTP) _ _ _ ANTI-SEEP -S DOLLAR (SEE VII- 23/SD -LO) - 705 AYn SEEP SEE VII cOU.u+ 23/SD LO) _ AYn sEEP E _ (S NI 23/5D cOl1AR 20) 705 - - _ _ 700 - -W- PIPE - - 38' M- - -- - - - -- — - - - - - - - - - - - - -- - -- - - -- - - - 700 57 +00 58 +00 59 +00 60 +00 61 +00 62 +00 63 +00 (T�PROFILE — STA 56 +00 TO 68 +00 HORIZONTAL SCALE 1" 40 VERTICAL SCALE 1' = 4 54 +00 55 +00 66 +00 67 +OU 68 +00 Zk 034361 YN. IGf WD lil}D'S019 A'O WB HIGHFILL INFRASTRUCTURE ENGINEERING PC ` Cary Comhm 27518 V Tel 9194814342 Fax 91M029762 w hepc com R m Ucenm No C 2586 h1W%gwf -bt.._ 1sbeAUNa6rh z W O _-1 Fn LL_ z 0 Q Of 0- n X w O z O + z wz n O O� f z O W -1 z l O Uoo WD V) Pz � O O _J 3 Lr) O L-L Q i5 1n � z W 0 I Elf Q LLB = J U PROJECT NO WIN1202 FM -1 4 1�� BEND SHOWN NEAR STA 72 +97 70 8E INSTALLED BY FORM MAIN PROPERTY LINE IS CONTRACTOR (CONTRACT 1). LIFT STATION CONTRACTOR (CONTRACTOR 21 CENTERLINE OF SHALL fRtON PLAIN END OF PIPE AND RESTRAINED CAS FOR 1E511NG CREEK PROPOSED PERMANENT EASEMENT OF YARD PIPING AND COORDINATE WITH FORCE MAIN CONTRACTOR BOUNDARY 10' FROM CENTERLINE PROPOSED 7T]/PORAIMI' 2. WORK AT HARPER ROAD LIFT STATION 97E (CONTRACT 2) NOT SHOWN _ ____ OF FM, U N 0 15' FROM CENTERLINE EASEMENT BOUNDARY BLANKET 1S' FROM CFNiTITUNE OF FM, U N 0 0¢ rq _ i0P BANK - BOTTOM CRE —C- —� BLANKET BOTTOM CREEK 10' a 350 DI FM (TYP) z2s DI RJ BEND ` _ x C -- — -- — — 1' 67 +00— — — — — 68 00 — - — — 70+0— — — -- °'� > �9LT FENCE STONE FlLTER OUTLET JERRY W PIPES Q (TV) (SEE 2- 02/ED -1) CYNTHIA M PI -ES OB 2942 PG 2035 5883 -58 -9632 LIMITS PROPOSED OF LINES DHSS RBANCEAREILSEI 71 +� or I I \? r1II NR RELEASE VALVE ASSEMBLY WET (SEE VLI- 47/SD -3A, J 11.25 m RJ BE71 VII -48 _3.0) / JUNCTION � IIII J BOX ELEC TEMP IMPAPOiff PROPOSED PROPERTY LINE TEMPORARY SILT FENCE _ JERRY W PIPES �( \ i\ GENERATOR CYNTHIA M PIPES (TYP) (SEE 2- 01/E'D -1 0) GB 2942 PC 2035 5883 -58 -9632 \ \EJ /r II FITTING tDCAnONS DESCRIPTION NORTHING 7 FASTING ARV 939027 93 1585981 04 225 BEND 83904478 158587728 11.25 BEND 939097.33 1588079.23 NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION B11 4W '"j�IIIII \1 l� 1 sl `1 iit1CK r I`\SAN'UOg 2�g20 PG I$ 065883.69= - - 7 /PERM IMPACT SAM SWF E O C (71PLAN — STA 68 +00 TO 72 +97 SCALE 1' - 40 I D WL I� GRAPHIC SCALE 40 0 20 40 BO 160 ( TR FEET ) 1 i—h - 40 K 725 - - 725 _ _ EX. GRADE _ (IMP) - - �- _ -- -- 720 .n 720 715 715 _ _- CENTERLINE _ - -- - - ELfiV - 715' - - -- - CL 3S0 -- - -- ---- DI FM (IMP) - - - - -- - - - - - - 710 710 705 705 69 +00 70 +00 71 +00 ('21PROFILE — STA 68 +00 TO 72 +97 HORIZONTAL SCALE 1' - 40 VERTICAL SCALE 1' = 4 72 +00 73 +00 73 +50 0 a a p 034361 N A 5 YIL IOf WD 41LRr9m NO fiNFD M HIGHFILL INFRASTRUCTURE ENGINEERING PC Cary Nodh Carolina 27518 Tel 9194814342 Fax 919-8829762 vmw N'P' mm F- Lkeese No C 2586 N7aHrgan7aaWIXwAS. susdhede G✓/saevcBnB Z Ld O J FA LL z O Q � a. o_ x w - Zz M (n J + Z wv 0 O Ez ZO D, QI- zI O U o o LIj ��N U + J 3 01.0 0 LL Q Q O (n Of cf) Q� z W O d :E Ir :2 Q W = J U PROJECT NO WIN1202 FM -1 5 B�K \� BprTp ! CITE EK BORE PIT (SEE 2- 31/MD -10) Flo: Wl \\ S \ �I Nos. 1 PLUG VALVE SHOWN NEAR STA. 10+00 TO BE INSTALLED BY LIFT STATION -60 LF BORE AND JACK W /30• STEEL CONTRACTOR (CONTRACTOR 2) W/ MJ COUPLED RESTRAINED JOINT (SEE CASING (MIN WALL THICKNESS 03757 15- 3O/MD -1O)L FORCE MAIN CONTRACTOR ( CONTRACTCR 1) SHALL 2 20• DI CARROT PIPE (SEE PROVIOE MAIN AND COORDINATE WITH RESTRAINED STATION CONTRACTOR. FORCE 2- 30/YD -1 0, 2- 31/YD -1 0) MAIN CONTRACTOR MAY CHOOSE TO TEST AGAINST PLUG VALVE IF BLANKET B ^TTOkl CRLEK AGREFAOLE TO BOTH CONTRACTORS v RECEIVING PR (SEE 2. WORK AT CLEMMONS NO. 1 LIFT STATION SITE (CONTRACT 2) NOT SHOWN 2- 31/MD -10) / _ / ci FAIR I RELEAASE VALVE ASSEMBLY -- _ - -- _ 10' YIN (TYP ) r -- - - '„} VIII - / /SIT -� -J 0• r K Qar! TEMPORARY CHECK - — — — — — — — a — — — — — — — — — 7 Da (TYP) (SEE 2- 04/ED -10) 13 +00 141+00 1 s +oo �r / / I/ \ • ' ' ` F SAMUEL PATRICK STUART JR EXREWOVEN DB 2487 PG 2972 i2 S DI RJ BEND DB 1770 PG 1763 \FENCE GATE (SEE 1 5883 -69 -3493 / VII- 31/SD -2.D) _ EX ANIMAL \I / >r PENS (TYP 1 20- CL 250 D FM (TV) STREAM 01 RJ BED \1, \7MP. STREAM IMPACT 40 LF 70 TONS OF CLASS 1 RIP -RAP W/FILTER FABRIC 1 \FOR STREAM STARL17ATION INSTALL RIP RAP SUCH p� THAT TOP OF RIP RAP MATCHES /70 _ PRE - CONSTRUCTION STREAM BED ELEVATION AND TEMPORARY CONSTRUCTION \ ENTRANCE (SEE STREAM "2- 03/1ED-1 0) Ex •� _ \ \ ^R VFL \ EX WOODEN BRIDGE- ?ems FITTING LOCATIONS DESCRIPTION NORTHING EAS=ING STA 10+00 839183 13 158818299 ARV 879232.90 1588229.52 49 BOND 839238.98 158823765 45 VERY BEND 839270.28 155824211 4S VERT BEND 839274 44 1588242.82 45 VERY BEND 879300.21 1588240.58 45' VERT BEND 83930495 158824727 22S BEND 83940712 1588282.1. NOTE FITTINGS ARE LISTED SEOUENTIALLY BASED ON STATION BANK ELEVATION CONTOURS. / EX WOVEN WIRE FENCE r( - -- - - -- - o \ 15 SAMUEL PATRICK �IUARI R J +✓ x DB 2482 PG 2972 DB 1770 PG 1763 5883 -69 -3493 { EX 3 STRAND ELECTRIC RACE EX GATE 1 \\ I NOTE NO LAND OR VEGETATION DISTURBANCE / SHALL OCCUR WITHIN 10' OF BANK OF BLANKET / BOTTOM CREEK. EXCEPT FOR PERPENDICULAR CROSSINGS. BLANKET BOTTOI BLANKET BOTTOM CREEK / / EASEMENT LINES AND PERMANENT 25' MIN "T" EASEMENT LINES SERVE AS FENCE - -.- GATE (SEE LIMITS OF DISTURBANCE CM ) / TOP BAN _ i NI- 31/SD -2.0)—'- -- � >zs OP BANK \\ 16 +00 x 17 +0T� 18 +00 19 +00 0 +00 21 +00 22 +00 EX \ � 1 R _ WIRLWOV CC WOVEN WI ` -- - \ WIRE FENCE 7 -� PROPOSED PERMANENT EASEMENT �..y 72p _OIiGA,, TT FENCE GATES (SEE BOUNDARY 15' FROM CEMERUNE ,y, 0 > VII- 31/SD -2.o) of FY u NO (� _ - _ „i - - TEMPORARY SILT FENCE \ ("y a r0 '(TYP) (SEE 2- 01/lED� -1 0) ��. ✓l i / JOSEPH P BURC�IEITE SOP ;X 3 STRAND JERAMIE W BURCHME ELECTRIC FENCE DB 1133 PG 1795 PROPOSED TEMPORARY L- 5884 -60 -3406 CONSTRUCOIONN EASEMENT BOUNDARY 20' FROM CENTERLINE OF FY. U NO �1 ,PLAN — STA 10 +00 TO 22 +00 SCALE 1' = 40 GRAPHIC SCALE 40 0 20 40 80 160 ( IN F=r 1 Loch - 40 tL 730 - - - - -� - - -- - - -- - -- _ - - 730 o 725 _ N O� �GFEO____ 725 -- - - - - A 11 +25 4S D RJ VEST BEND- - - -- - - _a - -- -- -- - - - - -- _._ _�_ - -- - -- - - -- - -- - - - - -- - -- -- -- -- - - �- 720 18• MIN -- 720 A 11 +80 L-7 RJ VERT BEND 715 - -- - - -- -- - - -- - -- - - - - - �2-OCL250 DI FM (TYP ) - - - - - - - - 715 BEND - - STA 11+ - 45' DI RJ VERT 18' -- -- as DL RJ vERr eo+D 710 - -- -- - ---- -- -- RJ PIF E --- -- -- — — - -- - - - - - - - - - - - - -- -- - -- - -- -- - -- - - - - - -- -- - 710 11 +00 12 +00 13+00 14 +00 15 +00 16 +00 17 +00 LOD LF BORE AND JACK W/30- STEEL CASING (MN WALL THICKNESS 03757 Nk 20- D E CARRIER PIPE (S 2-30/MD -10 K-2-'�PROFILE — STA 10 +00 TO 22 +00 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1' = 4 18 +00 19 +00 20 +00 21 +00 22 +00 Z E ° ° " a a ( oa pH Colic � 0343361 N c' C �'9XELR sK 1m wn INIS1mfD XU NO P 10 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Ranklin R8 SIB 201 Cary Noah Carolina 27518 Tel 9194814342 Fax 919-8829762 w_ hiapt men F Ucensa No C 2586 m&7Lyeatso&tmm 9us7ad18M k Z O J (n L_ Q af 0- a- x w O Z O V) + Zw N L3 dN U �. z Ff N w Qo J z 1 O U oo O \ma w y + U _j � O O Q LL_ Q 15 O p (n 00� Q� of r' w w n d D' Ey r Q PRWECT NO WIN 1202 FM -2 0 i V i /1`tix� / ±� / ✓ i JOSEFH P BURCHETIE J RAMIE. ET W BURCH L DR 1133 PC 1795 5884 60 -3405 FOTING LOCATIONS DESCRIPTION NORTHING EASTING 4S BEND 840347.23 158073795 225' BEND 840820.65 1557UL45 NOTE FIRINGS ARE LISTED SEQUENTIALLY BASED ON STATION E% 4^ SBW FENCE DANNY IC JESTER ROXIE A TRIPLET? \ \ U8 1.61 PC 1615 TEMPORARY EASEMENT LINES 5884 70 5947 sERvE As LIMITS OF \ (TYp) 7 DISTURBANCE _ �� 1 r \ Exlsnnlc WEHL HOUSE w HosE a1a / — OF FM. U NO JERA E \ JDo 2 W BURCHE7 DB 84- - 1077 \ 5884 -70 -3479 GRAPHIC SCALE (1 \ 1PLAN — STA 22 +00 TO 34 +00 2° 40 60 6° SCALE i• = 40 (�+1 I I-h - 40 IL x225 DI RI BEND GRAVEL DRIVEWAY \ / REPAIR hL 765 765 805 805 760 800 Boo - - - - - a — -- - - - - -- - 755 755 755 795 795 750 750 790 IDL GRADE (TYP) 790 745 745 785 785 It, 740 GRADE fTYP) (U1 740 780 780 EX _ ___ _ _ - - _ - - - 735 - - - _ _- - - - - - _ 735 775 775 20• GL 250 01 FIA (TYP) - - - - - - - -- - - - - _ - - _ - - '- - - - - - 20• CL 250 01 FM (TYP) - - - -- - - - - - -- - -- — - - - - - - - - - - - - 730 730 770 770 _ - 725 725 765 765 720 - -- -- — _- 720 760 760 - -- - 71 _ 715 755 755 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 _PROFILE — STA 22 +00 TO 34 +00 HORIZONTAL SCALE. 1' 40 VERTICAL SCALE 1 ' = 4 6 � o a a 034x361 ✓ 01'OXFiR d s7L for wn 1e�'m[n a° aim � HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Janes FmnNln Rd Ste 2D1 Cary NoMCamhra 27516 Tel 919481A342 Fax 919-8829 762 wnw lealx wm Fam L—se No C 2586 /n6a74renlsduW2a es1 btwe ediaaaa60ae z W N L� Q a- x W 0 z 0 g� zWL) 0 P:Z w N QO J z I O J oo O W + U IN �03 ON 0 LL Q Q 0 0 � W 0' Q Q 30 +00 31 +00 32 +00 33 +00 34 +00 pR01L- NO WIN1202 FM -2 1 PROJECT CONTROL POINT 83 / CAP AND REPAR N 840 608 2629 NA083(2011)GRID E 1 587 810 6028 NA083(2011)GRID / N 840 6083210 NAD83(2011)LOCAL E 1587 810 7184 NAD83(2011)LOCAL / ELEVATION 80931 NAVD88 I DANNY K FESTER / R.." , TRIPLETI OB 1167 PG 1645 5884 -70 -5942 X SILT FENCE STONE JAMES P PETERSON & FILTER CUTLET (TYP) PAMELA G PF7FRS0 (SEE 2- 02AD -10) OR 2079 PC 133 5884-80-1900 GRAVEL DRIVEWAY REPAIR TEMPORARY SILT FENCE (TYP) (SEE 2- 01/0 -10) NOTE AREA OF UNKNOWN OWNERSHIP /TITLE TO THIS AREA NOT FOUND - COUNTY CIS SHOWS PETERSON IN OWNERSHIP OF THIS AREA I I PROPOSED TEMPORARY CONSTRUCTION EASEMENT BOUNDARY 10' FROM EX R/1Y LINE, U N O FlTONG LOCATIONS DESCRIPTION NORTHING CASTING 22S BEND 840623.89 155711- NOTE. FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION ///'''--- GRAVEL DRIVEWAY / REPAIR AGNES C MII LER / OB 2134 PC 2822 5884 -80 -3933 i / GRAVEL DRIVEWAY / REPAIR TEMPORARY EASEMENT LIN AND EDP SERVE AS LIMITS 0 DISTURBANCE (TYP 9LT FENCE FlLTER CU (SEE 2- AUIHUR C SMITH & WIFE TERRI J SMITH DB 2776 PG 4053 5884 -80 -6904 EX PRIVATE WELL / n GFORC y H!R �� Q >2p P kReJR � Sg84 981 PC 472 52j9 r m i I% 1 m r 22.5 01 RJ BEND EX GUY WIRE (YP ) g t/ / \ G ASPHALT DRIVEWAY -- azl -i4 ,E/ / Og p0 EX RIP -RAPS T 80 _ __ _ _ / / .� p ) REPAIR. EX RIP -qAP V71 / -- -- —810 �w — — 8tt� NI- 2A/SD -10) ox / EX UTIUTY POLE (TYP) % /.P / �0�,� °O I �. — / S � Q1 -810 _- =e'° T l ° -E% 12 RCP -s I 110p0 SPU0l1G H 830 EX 12 RCP o- _B20 EX 72 RC w EX 12 RCP j.r 91-T FENCE STONE FILTER OUTLET (TYP) (SEE 2- 02/0-10) WATTLE CM) (SEE TEMPORARY CONSTRUCTION 20• CL 250 01 FM (TYP) 2- 18 /ED -20) ENTRANCE (SEE 2- 03/0 -10) %1_'� PLAN — STA 34 +00 TO 45 +50 SCALE i' = 40 GRAPHIC SCALE 40 0 20 40 80 180 ( IN FSEP ) 1 inch - 40 fL 830 830 825 825 820 820 - -- - - - -- — - - 815 815 - - EX GRADE (IV) 810 810 805 - - - - - - - - - - - - — - - - - - - _ - - - - - 805 - - - - - - -- — - - -- - -- - - - -- — - - - 20• CL 250 01 FM (TYP) - - - - - - - - - - -- - - - - - eoo-- — - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - -- Boo -18' _J ' - - - -- - - -- - -- -- - - - - - -- -- - - -- 795 - --- - - --- -� -- - -- - - - — - - -' - - - -- - - -- - -- -- - - - 795 3J +uu -+uu 37 +u1! 38 +00 39 +00 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 45 +50 PROFILE — STA 34 +00 TO 45 +50 HORIZONTAL SCALE 1' = 40 VERTICAL SCALE 1• = 4 r3 E o a a B 3AL 034361 ,i NXLLR gt! 10T WD IN8190m NO 09F1 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Janes Fmnld,n Rd Ste 20 Gary North Cerolma 27518 Tel 9194814342 Fax 919-882 9762 w_ hlepc cam Flnn License No C 2586 hA>dgen7a=A2b s sra&G1ssOJeMh9abWUxo Z LJJ O J V) L� Z O CL x W O Z Ln gLo ZWL7 O Fz ps AN QO W J z O o � p � O N + U Of Q Q V) flf w w o O Q Q PROJECT NO WIN1202 FM -2 2 FITTING LOCATIONS DESCRIPTION NORTHING FASRNG 22S BEND 8410M 14 158885125 225 BEND 64106740 1588935.85 ARV 841088.88 158898575 11.25 BEND 84104111 1589405.22 45' VERT BEND 041041 48 1589410.20 45' VERT BEND 84104208 158941827 W BEND 841050 87 15895JJ 45 45 VERT BEND 841055.89 1589532.97 0 s 225 DI RJ BEND — nh- J' 225- 01 RJ BEND I( 1�PLAN — STA. 45 +50 TO 54 +25 SCALE 1' = 40 °O 1 REPAR �pRA1NAGT\ W 1 Ex Ss CLEANOUT (lYP) --- NI- 48/511-30) PROTECTION (SEE 1 II ----- -- III II I ROBERT G BRANDON & 11IT ON STATION JOHN ROY HIRE JR WIDE ( 1 MAGDLINF S BRANDON m GEORCE J HIRC 'AI-315D-1 0) 1 DO 6655 PG D 5 8 X �'. x 8 I I DO 72C PG 160 DO 874 PG 409 Wt I - TEOMPORARY EASEMENT LINE 5881 -91 -3121 = -Cx UI", PCIC (TY %) 1 JOHN ROY HIRE JR AND EDP SERVE AS LIMITS OF ` I 1 GEORGE J HIRE DO 720 PC 160 DISTURBANCE (TYP) _ _% 15 CPR DS 8,4 G 272 DO 895 PG 41 PROPOSED TEMPORARY I EX 75 CVP ----` 5884 -81 -5779 CONSTRUCTION EASEMENT LX GUY WIRC (1YP )- GRAVEL DRIAMY 1 NR RELEASE VALVE ASSEMBLY BOUNDARY 10' FROM EX R/W 1 EX 1S CPR - 0 s 225 DI RJ BEND — nh- J' 225- 01 RJ BEND I( 1�PLAN — STA. 45 +50 TO 54 +25 SCALE 1' = 40 °O 1 REPAR SEE w- 47/SD -3.0. DROP INLETS, u a W 1 Ex Ss CLEANOUT (lYP) CONC. DRIVEWAY NI- 48/511-30) PROTECTION (SEE t1.2S DI RJ BEN NOTE FffTINGS ARE LISTED SEQUENTIALLY BASED REPAIR REPAIR. 8' I 2- 14/E7) -ZO) GRANS DRS YR EX 15- RCP(e) - ON STATION JOHN ROY HIRE JR WIDE ( W m GEORCE J HIRC 'AI-315D-1 0) 1 CONCRETE m m 5 1 DO 72C PG 160 DO 874 - - DO 895 5804 -81 0 s 225 DI RJ BEND — nh- J' 225- 01 RJ BEND I( 1�PLAN — STA. 45 +50 TO 54 +25 SCALE 1' = 40 °O W r W i II CONCRETE m m 5 SIDEWALK REPAIR. 145 BY (SEE VII- 3/SD -1 0) s £ U m I 1 IT� JOwa �I Of RJ BEND bI j; _EEXL GRAS c") "SS HRONI ROAD �— L \_ \ I PUBLIC R /W) EX 12 RCP L EX 15 RCP DROP INLET RECEMNO PR (SEE % PROTECTION (SEE 2- 31/10 -10) RC \ - I\\\-- 20' CL 250 01 FM M?) 2- 14/ED -10) EX 15 P 11- -EX 18 CARP CURB FILTER INLET PROTECTION (SEE (SEE I WATTLE (7YP) (SEE 2- iS/ED -20) j 2- 10 /ED-20) I I 1 GRAPHIC SCALE 40 0 20 40 Bo 180 ( IN FEBY ) 1 Inch - 40 [L � c 2-31 INCA /M (SEE m s NpSCPP 2 -31 11-1 0 D N'V TOP RIM =825 90 I it INV OUT =87557 9Ii 4 SERVICE LATERAL IE% 24 VC_P SS DI WL FALCON DEVELOPING LLC I DO 2191 PC 7768 � 5884-90 -6980 100 LF BORE AND JACK W/30' STIES. 1 CASING (YIN WALL THICKNESS 03757 I 3 20' DI CARRIER PIPE (SEE 2- 30/MD -1 0. 2-.31/MD-1 0) S I I I I 46 +00 47 +00 48 +00 49 +00 50+00 �2�PROFILE — STA 45 +50 TO 54 +25 HORIZONTAL SCALE 1' - 40 VERTICAL SCALE 1' = 4 51 +00 52 +00 53 +00 54 +00 54 +25 5 5 LL LL � °NTH InC,1R e 034361 N am Im wJ9 iiiis m Nn 11VED N 10 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Fmnlein R8 Ste 201 Cary Nash Camana 27518 Tel 9194814342 Fax 919882 9762 — hlept tom Fmn License No C 2586 I.ft"ant -mbns ,.AV-b& h ft tpdmc z W O J (n (1 LL LL X W Ln z N U + OU, Ln F �f W < QO J z 1 ::>: O W I- 56 \ c + ) O L- Q Q O 0 V) Of 0_ Of Of W W a_ a_ 0_ Q Q PROJECT NO WIN1202 FM -2 3 r 840 _EEXL GRAS c") 840 __ 835 835 EX 18' CYP p VERT BEND RI _ _ TA*j - - -- -- _ _ 45 DI RI VERT — BEND 830 - 15' CYP 830 24' MIN _ _ _ __ _ _ 24' 01 WIL 18'RI IB'RJ -- __ - - -_ -- _ - SEX. GAS ---4---- 825 LINE 825 --- -- - - - - - 20' CL 230 Of FM (TYP) - - - - -- - -- - - - - ' - — - - - - - -- - -- --- - - -- - 18'-kl 18 - - - - - - - - - - _ - -___ - - -- - ' - - - -- - -- 820 24' MIN IN _ 18' - YIN - -- 32 +74 DI RI BEND- 820 - - - - STA 51+ - - -MIN 18 STA - — 90' -- - _ 4S DI RJ VERT BAND - - - - -- TURN W BEND UP� AT APPROX. 45' - - __- - 815 -- - - - - - - - IGO LF BORE AND JACK w /3o' STEEL — - - - -- - - - - - - - - - CASING (MIN !ALL THICKNESS 03757 - - - - - k 20 DI CARRIER PIPE (SEE _ _ _ _ _ _ "PIPE z- 3oryo -t o, z- 3t/YD -t o) 810 810 46 +00 47 +00 48 +00 49 +00 50+00 �2�PROFILE — STA 45 +50 TO 54 +25 HORIZONTAL SCALE 1' - 40 VERTICAL SCALE 1' = 4 51 +00 52 +00 53 +00 54 +00 54 +25 5 5 LL LL � °NTH InC,1R e 034361 N am Im wJ9 iiiis m Nn 11VED N 10 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Fmnlein R8 Ste 201 Cary Nash Camana 27518 Tel 9194814342 Fax 919882 9762 — hlept tom Fmn License No C 2586 I.ft"ant -mbns ,.AV-b& h ft tpdmc z W O J (n (1 LL LL X W Ln z N U + OU, Ln F �f W < QO J z 1 ::>: O W I- 56 \ c + ) O L- Q Q O 0 V) Of 0_ Of Of W W a_ a_ 0_ Q Q PROJECT NO WIN1202 FM -2 3 FITTING. LOCATIONS DESCRIPTION NORTHING EASTING ARV 84122810 158851727 BO' BEND B4130041 1588509 87 1125' BEND 84131572 1589587 92 112.7 BEND 841301.23 1589898.&7 ARV 841321 .24 158983934 NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION WESTERN V DB 1024 5884 -91 ROBERT G MADeLI 655RAN80N PG 0 5884-9 IP3124 2 75 RCP 15 RCP �r I U Ex- 1S R.P C 1115 INC FX iS CPP- 'rt L8 TG 862 a _7394 E% IS RCP - 1 -TOP RIM,827 CL^ INV 1821 9� 11 TOP INI-8 794 EX 15 �r->s CL I INV_82053 ` CP \ EX 8" 1 DI WI a EX COMONATON Al R/VACCUM VALVE"' MANHOLE FX CB (TYP; i E% EX 24 E% I DI WL n k E PERMANENT 15•CMP 1 Qz a a C DRAINAGE CEMENT -- 3 ON WIFE 09 I E sI EX 8 m 01 WL� (7'� PLAN - STA 54 +25 TO 60 +00 SCALE 1• = 40 AUSTIN D MCGUIRE J17 HUBBARD REALTY OF WINSTON -SALEM INC OB 2148 PG 3252 DB 2663 PG 2386 FX 15 5884 9 1 -5580 CP. TEMPORARY SILT FENCE ` (TYP) (SEE 2 -01 /ED -10) s DONAI D G MASSENGIL PIPE INLET PRDTECIION DB 954 IG 526 (TYP) (SEE 2 -11 I0) OR 84- PG 322, �- 5884 -91 -7570 APPROXIMATE LOLATION ��EX 10x40 REGULATOR STATION EASEV-NT AGREEMENT I -TOP RIN =82615 CL INV =81715 " 1 EX ABOVE GROUND LX DRIP -RAP C o u +� GAS REGULATION B�oJ PIPES Y EX e VC SS EX 18 RCP, O (p 1 DI W6 ("UBj, OoD OR/vE- j _4 c 56 00- (W VARIES — 1135 DI RJ BEND —x n 5 01 RJ BEND ��IV'�. i A.. CO it 2S 01 RJ 8EN0 GRAVEL JERRY WAYNE BRANDON REPAIR Y CHISELED HOLE GWENDA S BRANDON REPAIR AIR RELEASE VALVE ASSEMBLY DB 1 710 PG 68 EX 15" CPP SEE VII- 47/SD -a0, DB 1110 PG 69 CONC. DRIVENTA VII- 48/SD -ao DB 1607 PG 188 REPAIR REPAIR, DB 2693 PG 2418 911DE 5884 -91 -6118 3NfT HO1YN PERMIAN — - AND EDP HUBBARD RFA,1Y DF W NSTON -SALEM INC DB 2065 PG 1210 1 5884 -91 -9554 AIR RELEASE VALVE ASSEMBLY Nh47 /SD -3 0, NI- 48/SD -J 0) 8� VC S W � > j \ GRAVEL OR I - REPAIR i "n L LINWOOD RNE (PUBLIC R/ VARIES)— • � caT j - V I T � r EX 12 RCP rn I SPLIT RAIL J3 S WA7TI.E (TYP) (SEE GRAPHIC SCALE �(( 40 0 20 40 60 160 IN FEET ) 1 inch - 40 fL 835 - - - - - - -- - -- -- -- - - - -- - - - - --- - - - - - 835 O � GRADE (TYP) -_ 830 830 _� __ — _� --L— - - - - - a 6. 01 1YL _ EX e• a_ wwl - - - - - 825 - - - - — JEX - 1S• CPP— - - - - - - - - - -- - 825 CCU YIN LI 820 18• YIN. 820 18• YIN 20• CL 250 01 FM (TYP) 815 815 5 RJ RJ PIPE 18' RJ __ _ ___ 810 810 55 +00 56 +00 57 +00 58 +00 K�PROFILE - STA 54 +25 TO 60 +00 HORIZONTAL SCALE 1' 40 VERTICAL SCALE 1" = 4 59 +00 60 +00 i E 1 3 o � � �. °pct�H CARpG•,, � a QpOiF.S514T4 y� �', � 034361 e� HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jonas Frenidln Rd Ste 201 Cary North Carohna 27518 Tel 919481A342 Fax 919882 9762 _h. ... Flrrn Ucense No C 2586 hIM9yedtankft x. aas&sredeNherBUdme z (J.3 O � (n � X Li O z O c go o wL) o � F I= f W �N Q 0 -i Z I Ln U oo N V N LL1 + U J3 O� Q IL Q O Q N � � af Q' W Ld a- a_ � O' Q Q PROJECT NO WIN1202 FM -2 4 55 +00 56 +00 57 +00 58 +00 K�PROFILE - STA 54 +25 TO 60 +00 HORIZONTAL SCALE 1' 40 VERTICAL SCALE 1" = 4 59 +00 60 +00 i E 1 3 o � � �. °pct�H CARpG•,, � a QpOiF.S514T4 y� �', � 034361 e� HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jonas Frenidln Rd Ste 201 Cary North Carohna 27518 Tel 919481A342 Fax 919882 9762 _h. ... Flrrn Ucense No C 2586 hIM9yedtankft x. aas&sredeNherBUdme z (J.3 O � (n � X Li O z O c go o wL) o � F I= f W �N Q 0 -i Z I Ln U oo N V N LL1 + U J3 O� Q IL Q O Q N � � af Q' W Ld a- a_ � O' Q Q PROJECT NO WIN1202 FM -2 4 0 HUBBARD REALtt Of WINSTON -SALEM INC DB 2065 PG 1230 5004 -91 -9b54 I EX FIRE HYDRANT E c^ CONE DRIVEWAY TOP RIM =819 70 1 REPAIR REPAIR T OLIVIA PERRY PERKINS 1 YOE (9i / CI INV =80944 OB 7/41 PG 1427 5894 -01 -6840 -EX SIC♦ (i)P) "r _ 11.25 01 Rill BEND CONO. DRIVEWAY PROJECT CONTROL POINT 1)2 EX 8 e RIXNR REPAIR IT CAP AND REBAR ° a 6 00 %gym`° VC 5 WIDE SEE N 841 431 6800 NAD83(2011)GRID e e TOP RIM =816 27 E 1 590 768 2948 NAD83(2011)GRID R IF fFSO RO L INV =807 94 BERT I PFRKINS JR C OLIVIA P PERKINS N 8414317883 NAD83(2011)LOCAL Ze q8 //C RR /t'f 7�,K DO +574 PG 569 E 1 59076!5907 NAD83(2011)LOCAL P /W 5894 -01 -7535 ASSEMBLY (TYF ) „s- - Q_ 10 NPR7 NANCE 1 / \� C J w EX BURIED ELEVATION 006 58 NAV088 I I $1 EX 8 I -820 — r'I BARRY RAY WCOD VC S 112S BEND 84136817 CHRISTINA LAVE WOCD DB 2770 PC 4802 rX 6 CI VL Ex 6 OI WL 1580428.86 5894 01 -2694 541533.95 HUBBARD REALTY OF DI WL e WINSTON -SALEM INC EX SS •r DB 2065 PG 1230 EX WATER DRIVEWAY CLEANOUI (IYr) VALVE (TYP REPAIR 5894 -01 1508 TALMADGE E EFFLER \ SHARON A EFFIER r I CONG DRIVEWAY EX WAIL REPAIR 5894 -01 -1239 E% 12 RCP REPAIR REPAIR. g VETER (TYP) / GRAVEL I 11.25 DI RJ BEND 13111111 REPAIR I PROPOSED PERMANENT- �I EX FIRE HYDRANT E c^ CONE DRIVEWAY TOP RIM =819 70 1 REPAIR REPAIR T OLIVIA PERRY PERKINS 1 YOE (9i / CI INV =80944 OB 7/41 PG 1427 5894 -01 -6840 -EX SIC♦ (i)P) "r _ 11.25 01 Rill BEND CONO. DRIVEWAY PROJECT CONTROL POINT 1)2 EX 8 e RIXNR REPAIR IT CAP AND REBAR ° a 6 00 %gym`° VC 5 WIDE SEE N 841 431 6800 NAD83(2011)GRID e e TOP RIM =816 27 E 1 590 768 2948 NAD83(2011)GRID R IF fFSO RO L INV =807 94 BERT I PFRKINS JR C OLIVIA P PERKINS N 8414317883 NAD83(2011)LOCAL Ze q8 //C RR /t'f 7�,K DO +574 PG 569 E 1 59076!5907 NAD83(2011)LOCAL P /W 5894 -01 -7535 ASSEMBLY (TYF ) „s- - Q_ 10 NPR7 NANCE 1 / \� C J w EX BURIED ELEVATION 006 58 NAV088 I I $1 EX 8 I -820 — r'I NORTHING VC S 112S BEND 84136817 158003588 225 BEND Ex 6 OI WL 1580428.86 1125 BEND 541533.95 1390484 60 DI WL / J - ' ( EX WATER DRIVEWAY VALVE (TYP REPAIR 'r TALMADGE E EFFLER \ SHARON A EFFIER r I DRI1k�WAY OB 1160 PG 1627 REPAIR 5894 -01 -1239 E% 12 RCP E% 12 RCP GRAVEL I 11.25 DI RJ BEND 13111111 REPAIR I PROPOSED PERMANENT- EASEMENT BOUNDARY IV FROM EL PROP LIKE. I U 77 JUNCTION �) ( Ci0 M1' 21S DI RI BEND b /� "^ w I I (pU0 CEO O \ \ a TION BOX Ex 6 WATTLE SEE I PERMANENT AND 1 $ / DI WL 2- IOAD -2.0) EIO - EASELENf I SECRETARY OF HOUSING / EX 1 S kCP �\ \ a w / E% 15 I LINE AND _ I r X LANDSCAPED AND URBAN /HUBERI J REAVIS JR \ wy ��.. E% B SENVE AS UMDS OF _ AREA OEVEI OP`AENT / JOYCE I REAVIS \ a\ \ VC 55 RCP DISRJRBMJCE C1YP) E% 8' BLOCK I DB 3095 PG 1750 / / UU 2778 PG 3592 \' x� / a LOT 13 OF / LOT 12 OF EX 3 / \''I. JUNG ON BOX ' CONC. DRIVEWAY I j WAIL / WOODEN SE\ � REPAIR REPAIR 6' I m oa j I EX I S RCP PS 48 PC 124 / PB 48 PG 124 FENCE IMDE SEE I' j I 5894 -01 -4454 5894 -D1 -5432 } TROY B SANChE2 EX ROCK / / c4ia �QP \ \ 4 �'� EX 1 �\ ei� - 1 NI -3 1 0) 1 EMILY S SANCHEZ I t a 'w_ 1 hmm I CONM DRIVEWAY /+ FRANK WARFIELD RCP B 3015 PG 4231 DONALD MORROW a vY N xw _ EX 3 WOOD REPAIR REPAIR 5 / - / fWi \ w - Fx 6 5894 -01 -2377 SFE SECRETARY Of a (Sp ND ON "^ DI WL SPLIT RAIL I j I ( UB 2853 PG 31558 T _ NI- 3/50 -1 O) HOUSING / "W LOT 9 OF / ? : REF Pg UBA /C DR/ e�. -qn_ J _U _ FENCE I I W $ I TEMPORARY SILT FENCE PB 48 PG 124 ' 1 AND URBAN 31 R (lYP) (SEE 2- 01/ED -1.0) DEVELOPMENT / PROPOSED PER M69 5894 -Ot -6452 / $ PC �1, // w — I j = $ I TOE RIm I1-0f HY J TAYLOR TDB 3099 PG 4235 EASEMENT BOUNDARY 5" I I 20' CL 280 DI FM (TYP) SHANNON W TAYLOR 5894 -Ot -3490 FROM EC. R� LINE. LINO E% TELEPHONE / \ w �� +n� I N =77 DB 2903 PG 1677 / / �Y0 E% 15 w / p / HAND -HOLE TOP RIM =19164 5894 -01 -3338 E / �° $ < °'- + / CL INV =790 70 *u�7-� .L EX 6 BLOCK s__ _PLANTER _3F� ASPHALT PAVFMIXT REPAIR a0 �� / ROBERT DENNIS RAMSEY \ ' 1 (SEE VU-2/0-1 4 / LISAB RAMS15 _ _ "�.� R. wEX IS / 2�- ) E% 6 U8 2756 PG 1537 EX 15 c a 6^qa / RCP w o DI WL LOT 8 OF CPP 7 EX CO2 +0p / FITTING LOCATIONS DESCTaPRON NORTHING I E40NO 112S BEND 84136817 158003588 225 BEND 841533.68 1580428.86 1125 BEND 541533.95 1390484 60 /ASPHALT ROAD SURFACE REPIACELQIT o�3 PEI ae PG 124 EX 6 CH NO M ADO11I N TO THE FULL DEPTH Q. �� 5894 -01 -83afi LINK FENCE V ASPHALT PA%9JENT REPAIR ABOVE THE ,W �� ¢ \ EX POOL - J JERRY 5 DUNCAN PIPE TRENCH. MILL DOWN EX ASPHALT C °q EX 6 BRICK WANDA H DUNCAN PAVEIET A IhM OF 1 5' REPLACE c� "� WALL DO 1608 PG 828 g WITH A MIN. 15' OF SFA61L TACK PROPOSE) PERMANENT LOT 9 OF 1 j jI EX °`��N �/'N�'''� COAT 1D BE APPLIED 7D ALL EX `o EASE ENT BOUNDARY 5' FROM Pe 31 PG 170 Ex 6 1 ' I EX I: _ Qa,O pkU7 ! ¢D ASPHALT SURFACES PRIOR TO PLACING EX R/W LINE, UNO \ \ I 5894 -11 -0303 DI WL ' t; SEAL NEW ASPHALT = GRAPHIC SCALE 034361_ NOTE FDTINGS ARE LISTED SEQUENTIALLY BASED %1� P LAN — STA 60 +00 TO 72 +00 0 20 4o so 180 ON STATION �/ " t A pto� g SCALE 1' = 40 YAL 1°r+IiD WL4 +gym AO OVFD ( IN FEET ) 3 i-h a 40 tL 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 68 +00 (_2_"� PROFILE - STA. 60 +00 TO 72 +00 HORIZONTAL SCALE I. - 40 VERTICAL SCALE 1' = 4 69 +00 70 +00 71 +00 72 +00 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Franklin Rd Ste 201 Cary North Carolina 27518 Tel 9194814342 Fax 919A82 9762 w Nepc cmm Fm License No C 2586 h,wventsdt,vo_ et/smd+eete b7f/I s0uthne z L.LJ O (n E x W �y O z O 5+ N OZ f\ Z F L F LLB < Q O J z 1 O \0° w + \N _j elf 0 O Q Q O Q() Of 12� (' O. LL] W d a_ [' Q Q PROTECT NO WIN1202 FM -2 5 _ _ RCP O 825 $ 025 - EX 12• .. -- - - - - - - - - — — -- - - -- - - -- - - -IX GRADE fm') - - - - - - - - - - -- - - - - 820 _ _ 020 24' MIN _- DI 15'__ _ _ 815 MIN v� -- -� 815 EIL 6 Ef. iS' DI III 810 810 24' MIN - 20' CL 250 DI FM (TYP) 805 N 8' DI WL 805 8i - -- - - - - - - - - - - - - - - 1a' MIN - -- � - - - - - - - - eoo eoo -- IX. 15' -- __- 795 795 - - - - - - - - - - - - - - - - - - - - - _ - - -- 24' YIN - - - - IX GAS - 790 - _ - -_ - - -- - a ta' MIN - 18' MIN 790 60 LF BORE AND JACK W /30' STEJ . - - - - - - - CASING (Mw WALL THICKNESS 0.37. - — - _ - - - - _ - - - & 20' 01 CARRIER PIPE (SEE - - - 785 - - 2- 30/11 1 0, 2- 31/110 -1 )) -- -- -- 785 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 68 +00 (_2_"� PROFILE - STA. 60 +00 TO 72 +00 HORIZONTAL SCALE I. - 40 VERTICAL SCALE 1' = 4 69 +00 70 +00 71 +00 72 +00 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones Franklin Rd Ste 201 Cary North Carolina 27518 Tel 9194814342 Fax 919A82 9762 w Nepc cmm Fm License No C 2586 h,wventsdt,vo_ et/smd+eete b7f/I s0uthne z L.LJ O (n E x W �y O z O 5+ N OZ f\ Z F L F LLB < Q O J z 1 O \0° w + \N _j elf 0 O Q Q O Q() Of 12� (' O. LL] W d a_ [' Q Q PROTECT NO WIN1202 FM -2 5 I� III I� II1 I I , I e it I I ;I II IL �I III NR RELEASE VALVE ASSEMBLY (SEE NI- 47/SD -30. II NOT, VII- 48/SD -3 0) I I -i m o CANNOT SEE PIPE LEAVING S THIS IS ASSUMED DIRECTION I • S?wa 6 o I I EX 18 ASPHALT PAVEMENT I LL 1 CONC. DRIVEWAY REPAIR (SEE PCP WIDE (SEE AIR g _ w -____JI -6w LL —nh —_ — w TOP RIM =782 85 w — w w — ^^ CL INV =77475 �,y` \ _Zr - J -- • 1— [x slcN (IMP) I EX 8" BLOCK I J I UNKNOWN SIZG , EX 5 UTILITY WALL & MATERIAL EASMENT TYP ( ) I ;j I I I 10P RIM =785 55 t iE% 6 WOODEN 7ECATCH BASIN (TYP) I M 0 FMS 250 CL INV =779 83 I L �) III -CX 6 MITCHELL G LOGAN M�UNKNOWN SIZE & I o I I DI WL LISA U LOGAN MATERIAL I 0 n >a 1 D8 2087 08757 OF4218 DB 2123 PG 1396 L IOM BLACK II I p(� II VICTORIA JEAN MEYER LOT LOT 56 OF �J ROSEMARIE BLACK �° 0 a ° 1 WILLARD WARREN MEYER DB 3000 PG 3595 1 I PB 31 PG 170 P5894-11-3239 I I I= DB 2066 PG 1225 5894-11 2311 PB L031 5PC 170 I1� g aMO 111 PET LOT T 31 8 770 ' 5894 -11 -4238 1 a? 1 80 LF BORE AND JACK W /J0- STEEL ARYALT ROAD SURFACE REPLACEMENT 11 I o 1 5894 -11 -5297 T !at!n�. / I EX 4" PLANTER PLANTER I I I I PROJECT CJ�TROL :.I.l HI I CA' AND REBAR L 8' 1 364 9433 n4D63(20 I7CT�7 WMTTLE CTYP) (SEE 1'5193649433 591 70, 1559 NAP83(7011)GR10 2- 18/ED -20) GONG. DRIVEWAY 8 1 389 Cea5 r. D87(231I) -O. t' I REPAIR REPAIR. V E 1 591 703 458151 / I WIDE (SEE LSArN SEMENT NAD83 20 t 1 OCAL NI -3 1 0 SERV E ( ) 70P RIM =765 87 �- ) FI FVATION 184 49 \AVDEB CL INV- 756 7G ITS OF EX ) FX 5 UTILITY EASEMENT I DI WL CON,. DRIVEWAY CONC. DRIVEWAY �N�REPNRMSEE EX PIPE & BO% REPAIR REPAIR REPAIR REPAIR g ( BURIED B' HIDE (SEE N OE SEE VII- 2/SD -1 0) -n - NI- 3/5D -1 0) NI- J/SD -1 0) _ _ _ _ _ _ _ _ _ _ ^ - - F- _ '-_ y;- " D-11 0) - - -— w .m... �EX 15 RCP 0 °EX 1S HCP / � / / ..- / ' TOP RP - 76, 1 / C INV = 75..97 7 TOP w � w W W ADDITION TO THE FULL DEPTH 1 ASPHALT PAVEMENT REPAIR ABOVE THE 11 1 L 11 I RECEIVING PR (SEE - I 2- 31/MD -1 0) I EX B° EX 6 1 I I who Kw_ I jl I I 11 E% 6 WOODEN PLANTER I 1 m�n i [X 5 UI ILITI j a I I EASEMt NT TEMPORARY SILT FENCE I i Z BARE PR (SEE EX WATER- I i III v°1 o a 2- 31/MO -1 0) EX 24 RCP - J (1YP) (SEE 2- 01/ED -10) Ex 8" VC SS CONC. DRIVEWAY 1 REPAIR REPAIR W I I Z = 10- RIM =789 59 -) CL INV =77699 WIDE (SEE NI- 3/SD -10) (APPROX LOCATION) 1 __n 4EX __ _____EX I " 15 RCP w w 8" Vw SS w EX MAILBOX (TVP) CO C I� III I� II1 I I , I e it I I ;I II IL �I III NR RELEASE VALVE ASSEMBLY (SEE NI- 47/SD -30. II NOT, VII- 48/SD -3 0) I I -i m o CANNOT SEE PIPE LEAVING S THIS IS ASSUMED DIRECTION I • S?wa 6 o I I EX 18 ASPHALT PAVEMENT I LL 1 CONC. DRIVEWAY REPAIR (SEE PCP WIDE (SEE AIR g _ w -____JI -6w LL —nh —_ — w TOP RIM =782 85 w — w w — ^^ CL INV =77475 �,y` \ _Zr - J -- • 1— [x slcN (IMP) I EX 8" BLOCK I J I UNKNOWN SIZG , EX 5 UTILITY WALL & MATERIAL EASMENT TYP ( ) I ;j I I I 10P RIM =785 55 t iE% 6 WOODEN 7ECATCH BASIN (TYP) I M 0 FMS 250 CL INV =779 83 I L �) III -CX 6 MITCHELL G LOGAN M�UNKNOWN SIZE & I o I I DI WL LISA U LOGAN MATERIAL I 0 n >a 1 D8 2087 08757 OF4218 DB 2123 PG 1396 L IOM BLACK II I p(� II VICTORIA JEAN MEYER LOT LOT 56 OF �J ROSEMARIE BLACK �° 0 a ° 1 WILLARD WARREN MEYER DB 3000 PG 3595 1 I PB 31 PG 170 P5894-11-3239 I I I= DB 2066 PG 1225 5894-11 2311 PB L031 5PC 170 I1� g aMO 111 PET LOT T 31 8 770 ' 5894 -11 -4238 1 a? 1 80 LF BORE AND JACK W /J0- STEEL ARYALT ROAD SURFACE REPLACEMENT 11 I o 1 5894 -11 -5297 T !at!n�. / I EX 4" PLANTER PLANTER I I I I PROJECT CJ�TROL :.I.l HI I CA' AND REBAR L 8' 1 364 9433 n4D63(20 I7CT�7 WMTTLE CTYP) (SEE 1'5193649433 591 70, 1559 NAP83(7011)GR10 2- 18/ED -20) GONG. DRIVEWAY 8 1 389 Cea5 r. D87(231I) -O. t' I REPAIR REPAIR. V E 1 591 703 458151 / I WIDE (SEE LSArN SEMENT NAD83 20 t 1 OCAL NI -3 1 0 SERV E ( ) 70P RIM =765 87 �- ) FI FVATION 184 49 \AVDEB CL INV- 756 7G ITS OF EX ) FX 5 UTILITY EASEMENT I DI WL CON,. DRIVEWAY CONC. DRIVEWAY �N�REPNRMSEE EX PIPE & BO% REPAIR REPAIR REPAIR REPAIR g ( BURIED B' HIDE (SEE N OE SEE VII- 2/SD -1 0) -n - NI- 3/5D -1 0) NI- J/SD -1 0) _ _ _ _ _ _ _ _ _ _ ^ - - F- _ '-_ y;- " D-11 0) - - -— w .m... �EX 15 RCP 0 °EX 1S HCP / � / / ..- / ' TOP RP - 76, 1 / C INV = 75..97 7 TOP w � w W PAUL G SICIGNANO MARY FRANCES WISE DB 2 }45 PG 3568 I m.0 I 1 LOT 39 OF PB 31 PG 171 I PB 31 PG 171 LINDA M SICIGNANO I I I 5894 -21 -1234 UB 2707 PG 3438 D9 1667 PG 437 LOT 45 OF a g..1 P8 31 PG 171 5894 -21 -2233 LOT 46 OF PB 31 PG 171 5894 -27 -0235 L01 47 OF i �39a I i NOTE PB 31 PC 17t 5894 -11 -8275 I PB 31 PC 170 5894 -11 -7286 II "r NOTE I LANDOWNER HAS 5894 -11 -6287 I LANCOVINER HAS UNDERGROUND CASING (YIN WALL THICKNESS DAM') R 20' 01 CARRIER PIPE (SEE \ W ADDITION TO THE FULL DEPTH 1 ASPHALT PAVEMENT REPAIR ABOVE THE 11 1 L 11 I F- - Ex 6 11 ° EX B° EX 6 1 I PAVEMENT A MW OF 15" REPLACE I I 11 E% 6 WOODEN PLANTER I E% 5 BLOCS PLANTERS VC SS DI wL j = / TEMPORARY SILT FENCE EX 5 U71LJ TY EASEMENT EX WATER- I i III I I I EX 24 RCP - J (1YP) (SEE 2- 01/ED -10) Ex 8" VC SS METER (NP) � S I (APPROX LOCATION) I RCP I I CHARLES E MORRISON _ _- CASING ((NTBI WALL THOMAS C STARLING JR MARTHA D MORRISON I GREGORY A HARPER _ JERRY R WISE ANN TAYLOR KIMMER I (ROSS T KIMMER JR j u�a I SARAH STARLING I UB 1637 PG 3913 DB 1612 PG 1863 LOT 38 OF US 2721 PC 3438 LOT 37 0- PAUL G SICIGNANO MARY FRANCES WISE DB 2 }45 PG 3568 I m.0 I 1 LOT 39 OF PB 31 PG 171 I PB 31 PG 171 LINDA M SICIGNANO I I I 5894 -21 -1234 UB 2707 PG 3438 D9 1667 PG 437 LOT 45 OF a g..1 P8 31 PG 171 5894 -21 -2233 LOT 46 OF PB 31 PG 171 5894 -27 -0235 L01 47 OF i �39a I i NOTE PB 31 PC 17t 5894 -11 -8275 I PB 31 PC 170 5894 -11 -7286 II "r NOTE I LANDOWNER HAS 5894 -11 -6287 I LANCOVINER HAS UNDERGROUND CASING (YIN WALL THICKNESS DAM') R 20' 01 CARRIER PIPE (SEE \ W ADDITION TO THE FULL DEPTH 1 ASPHALT PAVEMENT REPAIR ABOVE THE 11 1 L 11 I 2- 30/YD -1 0, 2- 31/YD -1.0) PIPE TRENCH. MILL DOWN EX ASPHALT I 1 Ex 6 11 ARV S41J5&84 \ PAVEMENT A MW OF 15" REPLACE u 1 795 785 _ --. -- - --- COAT TO BE APPLIED TO ALL EX FITTING NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION CF I FX i2 R EX 15 Q1CHN0.0 I p8 101 I Pp 569 ASPHALT ROAD SURFACE REPLACEMENT I $ 1 IN ADDITION TO THE FULL DEPTH I ASPHALT PAVEMENT REPAIR ABOVE THE I I I 1 1 'J- TEPCPOUND IRRIGATION SYSTEM IRR.CAIIGN SYSTEM INSTALLED IN FRONT YARD 45' VIEW BEND 841391.50 139114&09 ARV S41J5&84 159181 &07 NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED ON STATION CF I FX i2 R EX 15 Q1CHN0.0 I p8 101 I Pp 569 ASPHALT ROAD SURFACE REPLACEMENT I $ 1 IN ADDITION TO THE FULL DEPTH I ASPHALT PAVEMENT REPAIR ABOVE THE I I I 1 1 'J- TEPCPOUND IRRIGATION SYSTEM IRR.CAIIGN SYSTEM INSTALLED IN FRONT YARD PIPE TRENCH. MILL DOWN EX ASPHALT I� II INSTALLED INS FROrvr YARD- PAVEMENT A YIN OF 1S' REPLACE WITH A YW 1 Y OF.. TACK —� 795 785 _ --. -- - --- COAT TO BE APPLIED TO ALL EX ASPHALT SURFACES PRIOR TO PLACING 785 60 LF NEW ASPHALT r1�PLAN — STA 72 +00 TO 83 +50 SCALE 1' = 40 GRAPHIC SCALE 40 0 20 40 80 160 ( IN I= I Inch a 40 IL 795 795 785 785 60 LF _ _ _ EX 15' RCP _ _- CASING ((NTBI WALL THICKNESS 037m37 _ _ _ _ _ _ _ _ _ - - - k 20' DI CARRIER PIPE (SEE - - - - - - e. - - -- -- - - - - - - - - - -- - - - - - -- 2- 3o/YD -1 0. 2- 31/YO -1 0) -- - - 790 790 780 72 +34 4S IN RI VERF BEND EX GRADE (1YP) - - _ _ _ _ _ EX 1S' RCP _+ _ 785 EX 13' RCP 785 77 EX GRADE (lYP)— - _ _ _ 775 01 ft 780 \_ _ ♦ _ _ _760 ___ _ _ 770 _ _ __ H _ __ _ _ _ _ _ _ _ _ _ _ 770 _ _ 8'DI WL775 CMIN— 77 765- 765 20' CL 250 01 FM (TYP20' CL 250 d FY RIME+) 18 YIN EX 24' RCP _ 770 770 760 760 _ __ 24' YW - - - 765 - - - - - -- -- - - -- r - -- - - - --- - - - - - 765 - - - - 755 755 _18' RCP 760 -- _- - - _ - 760 /50 - - - -- 750 73 +00 74 +00 75 +00 76 +00 77 +00 78 +00 79 +00 r2�PROFILE — STA 72 +00 TO 83 +50 HORIZONTAL SCALE 1' 40 VERTICAL SCALE 1' = 4 80 +00 81 +00 82 +00 83 +00 83 +50 F 0 " a a oa tH m��m Qau1ESL4ty_"r/� °; SEAL 034361 �'',, ✓f N1'OIIRa i� ,�' sot Lm 1MD Wi4 � ND eeB HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones FmnNm Rd Ste 20' Cary Norlh Cerohne 27519 Tel 9194B14342 Fex 919882 9]62 www hbpc mm Fem Ucanse No C 2586 blr�wt.sn44ASIs a &kIeMe M7asbucN7e z _O J (n LL_ L.1_ L - x W O z L Z wZ � 00 O E �� Lu QZO J Z I O \00 W + \N J U; �r O LL Q Q O U � O' W LLJ 0- a_ ry Q Q PROJECT NO WIN1202 FM -2 6 N J ---__TEMPORARY CONSTRUCTION / ENTRANCE (SEE TEMPORARY EASEMENT LINES \ 2- 03AD -10), SERVE AS UNITS OF \ \ DISTURBANCE CTYP) WATTLE (TYP) (SEE Mv, j5261 ;` 7 CONQ. DRIVEWAY 2- 10/ED-20) \ W / VADE ISEE AIR' a' \ TOP RI 1-743 78 CI INV - 735 35 i � - ASPHALT ROAD SURFACE REPLACEMENT IN ADDITION TO THE FULL DEP1H - ` " ,F TOP Rl -157 /5 ASPHALT PAVEMENT REPAIR ABOVE THE ^'+ PIPE TRENCH, MILL DOWN EX ASPHALT -' EX 6' ,h w CI INV =7SG 15 PAVEMENT A MIN. OF 1 S' REPLACE • MATH A YIN 1 S' OF SF9.Stl TACK ✓" / w ij6o \ s COAT TO BE APPLIED TO ALL EIL % ASPHALT SURFACES PRIOR TO PLACING w a p w NEW ASPHALT Ex TEMPORARY MD EXISTING TEMPORARY SILT FENCE EASEMENT LINES SERVE AS " 12 RCP \C //\ EX 5 UTILITY EASEMENT J• w�� Ex e \ 1 1 a JMRS OF DISTURBANCE (TIP) (SEE 2- 01/ED -1 0) CTYP ) DI wl PIPE INLET PROIECIKIN 6' J• • 8 \ (SEE 2- /1/ED / FX ,2 RC-- 75 �(/e S i\` DI V/L ��( (TYP) -10) / \ ❑B 1880 PG 617 COLF K VANDERPOEL // EX S UTILITY EASEMENT \ Cyr ZO\ JENNIFER 1 PG 4360 EX 8 \\ DB 1831 PG 4360 1gR / RICHARD A FOLEY \ /j VC SS \\ I MARY ELLEN FOLEY / -' \ LOT 27 OF 31 PG 171 DB 1801 PG 546 EX 5 UTILITY EASEMENT 1 5894 -21 -7310 /pl LOT 36 OF q ,p PB 31 PG 177 EX 8 \ I g /q / EX 20 55 \ \ EASEMENT \ \ C� 5894 -21 -3240 VC S VC SS \ COLIN K VANDERPOEL \ B VANDERPOEL \ \q 7 EX WATFR METER In / / / \ JENNIFER 1 \ DB 1831 PG 4360 \ LOT 28 OF \ \ - TOP RIM =720 49 Ex FIRE HYDRANT - ,,/ -off / IM RJ BEND\ / ., b PB 31 PG 171 \\ 1\ CL INV =71021 5894 -21 -6222 \ ASSEMBLY (TYP) , J./ \ Q`\�,, \\ \ \\ op EX STOVE PLANTER ASPHALT PAVEMENT 10J0 ` e / THOMAS L YOKLEY \ \\ \ \\ \ ,,((`C/ REPAIR (SEE 13 } i�/ DB 2341 PG 746 \ \ \\ ./ VII-2/SD-1 0) TOP RIM 7\5017 P8L 31 29 PG F171 \ \1 \ = CL INV = /43 34 5894 -21 -5165 \ \ \ 1\ 7 V"- W,\ qy '"9 `-REPAIR. 1 ASPHALT DRI,--- (SEE V1I-2A/5D-I NDTE ro CONIRA[!me. IN WETLANDS AREAS, NOTE ro OWNER IN WETLANDS MFRS. UNITS OF 0 C SHALL BE LIMITED TO 40' Pf]a/ANEM MAINTENANCE CORRIDOR SHALL BE IN WIDTH \ LIMITED TO 15' IN WIDTH \\ a \ DB 2262 PG 951 LOT 26 OF °B 1 n \ 1 -x 20 SS EASEMENT TEMPORARY MD EXISTING TEMPORARY SILT FENCE EASEMENT LINES SERVE AS PROPOSED PERMANENT Ex e \ 1 1 a JMRS OF DISTURBANCE (TIP) (SEE 2- 01/ED -1 0) CTYP ) EASEMENT BOUNDARY 13 FROM CENTERLINE OF VC 55 1 \\ 1\ \ H & V CONSTRUCTION O, G - 10[- RIM =712 67 ❑B 1880 PG 617 li & V CONSTRUCTION \ CL IN -7048 CONSTRUCT .\ \ \\ SOUTH wv =77' 27 WETLANDS 5894 -22 -6196 TEMP IMPACT 13.848 SF 01 RJ BEND DB 617 1 'j\ 5894 -22 -6,96 \\ 1 PERM IMPACT 740 SF wig K--------- _____ \ _ Q� o- --.. +$4 +t.. 9S+Od 7 V"- W,\ qy '"9 `-REPAIR. 0 ASPHALT DRI,--- (SEE V1I-2A/5D-I BR 5 RCP \EX - 45' 01 RJ BEN THOMAS F SHOOK JR CAROL M SHOOK a \ DB 2262 PG 951 LOT 26 OF °B ANTI--SEEP COLLAR (SEE WI- 23/50 -20) �Q/ 31 PG 171 5894 -21 -8344 //� 4 ?p J/ 4 O� EX 20 SS EASEMENT M = 71582 TOP R, -�� / VC 55 4 CL V =70690 1 y� Y PROPOSED TEMPORARY CONSTRUCTION EASEMENT BOUNDARY 20' FROM CENTERUNE OF FM, U NO CHESTNUT RIDGE HOMEOWNERS ASSOCIATION INC DB 2725 PG 2553 COMMON AREA OF P 43 PG 34 & 35 5894 -31 -7646 (-1'�PLAN — STA 83 +50 TO 95 +50 SCALE 1' = 40 }^ V, 12 F% 20 55 EASEMENT 1-C "1 S EASE —° —° "— 20- CL 230 DI FM (TYP) STREAM 'Sr TEMPWTARY SMEAM IMPACT 55 LF \-40 TONS OF CLASS 1 RIP -RAP W/FILTER FABRIC FOR STREAM STABILIZATION INSTALL RIP RAP SUCH THAT TOP OF RIP RAP MATCHES PRE- CONSTRUCTON STREAM BED ELEVATION AND STREAM BANK ELEVATION CONTOURS TEMPORARY CHECK DAM (1YP) (SEE 2- 04/ED -1 0) —NG LOCATIONS DESCRIPTION NORTHING EASIINO 90' BEND 841233.80 1592471.85 4S BEND 841469.56 1592788.32 49 BEND 841442.53 1392911.38 NOTE FITTINGS ARE USTED SEQUENTIALLY BASED ON STATION GRAPHIC SCALE 40 0 20 40 80 180 ( IN FELT ) 1 Jmh - 40 IL —� _ �71p- 0 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 730 90 +00 91 +00 92 +00 93 +00 94 +00 95 +00 95 +50 (-2-'�PROFILE — STA 83 +50 TO 95 +50 HORIZONTAL SCALE, 1- = 40 VERTICAL SCALE 1' = 4 p O o O S 3 5 e 1 " a a 0431 „ ✓ �'BNita �� o � 9011IOT we Ww'Sao NO IWFD HIGHFILL INFRASTRUCTURE ENGINEERING PC Cary NoNh Ce.Ie 27518 Tel 9194814342 FeM 919882 9762 x+.vi hlepc mm I Dcetse No C 2586 b1taP- f- ttffm.. susAhTe4'e /M7as000Nie Z LL) O J d � X W O Z Lr) gIn ZwZ a- cy) Op Hf ¢ Q 0 J z 1 :�E O Ld z J�3 O00 0 L.L Q Q O 0 V) c' LY LLJ l3J ry F Q PROJECT NO WIN1202 FM -2 7 755 755 730- -- - _ - - - 730 750 1 18' MIN 750 25 } - - - - - -- - _ - _ 725 - - - - -- -- -- - - �- - ETL GRADE (T'IP) - - - -- -- -- 745 EX S' VC SS J 18' MIN EX 6. OI WL 745 720 - -€ 720 - - 740 I 740 _ 715 EX GRADE (IMP) 715 y yl - - -- - - - - -- \ - - - - - - - -- - - - - - - - - - 735 \735 710 710 3W RJ L WIM - (rfp j 777 - _ - - -- -- - -- - - 730 O 705 705 - - - - 20 CL 250 DI FN (TYP) - - - - - - - - - - -- - - EL PROTECTION S. VC SS. UTILIZE E (SEE COND CRADLE - - - - - - — — 725 725 700 MT -SEEP COLLAR - (SEE VII - 23/50-20) 700 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 730 90 +00 91 +00 92 +00 93 +00 94 +00 95 +00 95 +50 (-2-'�PROFILE — STA 83 +50 TO 95 +50 HORIZONTAL SCALE, 1- = 40 VERTICAL SCALE 1' = 4 p O o O S 3 5 e 1 " a a 0431 „ ✓ �'BNita �� o � 9011IOT we Ww'Sao NO IWFD HIGHFILL INFRASTRUCTURE ENGINEERING PC Cary NoNh Ce.Ie 27518 Tel 9194814342 FeM 919882 9762 x+.vi hlepc mm I Dcetse No C 2586 b1taP- f- ttffm.. susAhTe4'e /M7as000Nie Z LL) O J d � X W O Z Lr) gIn ZwZ a- cy) Op Hf ¢ Q 0 J z 1 :�E O Ld z J�3 O00 0 L.L Q Q O 0 V) c' LY LLJ l3J ry F Q PROJECT NO WIN1202 FM -2 7 s • ss or, �b b 4 - 9�Qp''7� �\ s 10 TONS OF CLASS 1 RIP-RAP W/FILTER FABRIC FOR STREAM STABIUZATKRN INSTALL RIP RAP SUCH THAT TOP OF RIP RAP MATCHES PRE - CONSTRUCTION STREAM BED ELEVATION AND STREAM BARK ELEVATION CONTOURS. ANTI-SEEP COLLAR (SEE VII- 23/SD -20) FITTING LOCATIONS DESCRIPTION NORTHING EASnHG 22 5 VERT BEND 841592.02 1593394.52 22 S' VERT BEND 84159443 159340435 ARV 84160886 1593446 41 11.25 BEND 841663.31 1593602 72 45 BEND 84208332 1594229 70 22.5 BEND 1 842090.81 1594233 75 6' YH 842097 19 1 594232 48 54' PIPE TEE TIE -IN 84211936 1594265 73 NOTE TO CONTRACTOR, IN WETLANDS AREAS, NOTE TO OWNER. IN WETLANDS AREAS. LIMITS OF DISTURBANCE SHALL RE UNITED TO 40' PERMANENT MAINTENANCE CORRIDOR SWILL DE IN WIDTH, U NO UNITED TO I W IN WIDTH 20 TONS OF CLASS 1 RP -RAP W/F1LTER FABRIC FOR STREAM STABILIZATION INSTALL RIP RAP SUCH l THAT TOP OF RIP RAP MATCHES PRE- COISTRUCIION STREAM BED ELEVATION AND STREAM BARK ELEVATION CONTOURS ANTI-SEEP COLLAR EX AND TEMPORARY EASEMENT (ME VII-23/SDI LINES SERVE AS UMrfS OF EX MANHOLE TO BE H& V CONSTRUCTION DISTURBANCE (TYP) USED AS WETWELL FOR DB 1680 PG 617 7ENP BYPASS PUMPING NOTE FITTINGS ARE LISTED SEQUENTIALLY BASED 5894 -22 -6196 20• CL 250 J7 = m— a.— a -- --- it —e -0N STATION — °'— u•— °— �a.— .v— ra— m— ra —a.— _DI FM (lYP) b �ANn -SEEP COLLAR -Ex 20 SS EASEMENT ANTI -SEEP COLLAR \e (SEE VII-231/SD-10) (SEE NI -23/SD -2.0) / J ANTI-SIFT COLLAR / S 4 12 INV =70236' VII -48 D -3.0 ) 7 / , CHESTNUT RIDGE HOMEOWNERS H & V CONSTRUCTION / E% 8 ASSOCIATION INC ADS D 1 B 1880 PG 677 VC SS DB 2725 PC 2553 5694 -22 -6196 ''�� 'SE' /7 a ' COMMON AREA OF TEMP IMPACT T 426 BE TEMPORARY STREAM IMPACT 33 LF , a/ PROPOSED BO PERMANENT PB 43 PG 34 & 35 PERM IMPACT 428 SF PROPOSED TEMPORARY 7 EASEMENT BOUNDARY 19' 5694 3t -7646 TEMPORARY CHECK DAY (TYP) ' � � FROM CENTERLINE OF FM. PROPOSED TEMPORARY CONSTRUCTION EASEMENT )) i a ' U N 0 CONSTRUCTION EASEMENT BOUNDARY 35' FROM (SEE 2- 04/ED -1 0 , i BOUNDARY 20' FROM CEMERIJNE OF FM IN CENTERJNE OF FN, U NO -Ex zo ss EASEMENT / THIS AIRFA 7 9 / (7*�PLAN — STA 95 +50 TO 106 +43 SCALE 1' = 40 7 � ' p i sTREAY sc• =x To ss EASENfvr -` TEMPORARY STREAM IMPACT 31 LF � 54 SEW -9 LINE H I3 V C0NS7RUCII1 FIR �I1ANS /p DB laeo Pc 6v 5894 -72 -696 74 i ANTI-SEEP COLLAR 38' CL 250 DI SS (SEE VII- 23/SD -20) 3p / TOP a RlMa2.9W LL INV- 69309 12 INV =69734 7Q5 22.5 01 RJ BEN \ °`T ' � HALF of PIPE �) :�j DIAMETER. CONTRACTOR 8 ( ANTI— /S 2.U20 COLLAR 1 p3 W SHALL NG EXTENTS SEE NI -23 1 REQUIRED TO O o— --m ;1 +00 / •. n °� COYPIE7E i 2 (SEE NI- 23/Sn-2.0) SS VC 11 °-� KEETS LLC OB 2697 PG 568 TEMPORARY BYPASS PUMPING EX 30 SS EASEMENT I I I 5894 a2 -4180 LAYOUT AREA. CONTRACTOR APPROX. 770 LF OF i 1 a 1 I EX 12 JI ed MANHOLE CAPPED WITH CONCRETE WETLANDS TOP CONCRETE =706 9 t TEMP VC SS / t" - _ "� b I T v I / 1125 DI RJ H & V CONSTRUCTION IDS 1880 P22-62196 \ 59 SEWER LINE �^L I PER PLANS ` CONTRACTOR SHALL UIIUZE PUMPING AS NECESSARY 5894-22 -6196 AIR RELEASE VALVE ASSEMBLY -TOP RIM= 71356 SEE VU- 47/SD -30, /' T77 CL INV =701 71 70 PREVENT TRANSMISSION OF WATER FROM MISTING BEAVER IMPOUNDMENT TO DOWNSTREAM SITES AS A / S 4 12 INV =70236' VII -48 D -3.0 ) 7 / , CHESTNUT RIDGE HOMEOWNERS H & V CONSTRUCTION / E% 8 ASSOCIATION INC ADS D 1 B 1880 PG 677 VC SS DB 2725 PC 2553 5694 -22 -6196 ''�� 'SE' /7 a ' COMMON AREA OF TEMP IMPACT T 426 BE TEMPORARY STREAM IMPACT 33 LF , a/ PROPOSED BO PERMANENT PB 43 PG 34 & 35 PERM IMPACT 428 SF PROPOSED TEMPORARY 7 EASEMENT BOUNDARY 19' 5694 3t -7646 TEMPORARY CHECK DAY (TYP) ' � � FROM CENTERLINE OF FM. PROPOSED TEMPORARY CONSTRUCTION EASEMENT )) i a ' U N 0 CONSTRUCTION EASEMENT BOUNDARY 35' FROM (SEE 2- 04/ED -1 0 , i BOUNDARY 20' FROM CEMERIJNE OF FM IN CENTERJNE OF FN, U NO -Ex zo ss EASEMENT / THIS AIRFA 7 9 / (7*�PLAN — STA 95 +50 TO 106 +43 SCALE 1' = 40 7 � ' p i sTREAY sc• =x To ss EASENfvr -` TEMPORARY STREAM IMPACT 31 LF � 54 SEW -9 LINE H I3 V C0NS7RUCII1 FIR �I1ANS /p DB laeo Pc 6v 5894 -72 -696 74 i ANTI-SEEP COLLAR 38' CL 250 DI SS (SEE VII- 23/SD -20) 3p / TOP a RlMa2.9W LL INV- 69309 12 INV =69734 7Q5 22.5 01 RJ BEN \ °`T ' � HALF of PIPE �) :�j DIAMETER. CONTRACTOR 8 ( ANTI— /S 2.U20 COLLAR 1 p3 W SHALL NG EXTENTS SEE NI -23 1 REQUIRED TO O o— --m ;1 +00 / •. n °� COYPIE7E PICK 45' DI w BEN 11 °-� KEETS LLC OB 2697 PG 568 TEMPORARY BYPASS PUMPING EX 30 SS EASEMENT I I I 5894 a2 -4180 LAYOUT AREA. CONTRACTOR APPROX. 770 LF OF i 1 a 1 I SHALL FIELD ADJUST AS TEMPORARY HOPE PIPING. NECESSARY JI 720 MANHOLE CAPPED WITH CONCRETE WETLANDS TOP CONCRETE =706 9 t TEMP I� i IMPACT 3.433 SF TOP RIM-UNDER CONCRETE PERM IMPACT 784 SF CL INV=6992 (BY PLANS) I T v I / I H & V CONSTRUCTION IDS 1880 P22-62196 \ 59 SEWER LINE �^L I PER PLANS ` CONTRACTOR SHALL UIIUZE PUMPING AS NECESSARY 5894-22 -6196 8 I I 70 PREVENT TRANSMISSION OF WATER FROM MISTING BEAVER IMPOUNDMENT TO DOWNSTREAM SITES AS A RESULT OF CONSTRUCTION IN THIS AREA CONTRACTOR Ei SWILL ALSO UTILIZE ADDITIONAL EROSION CONTROL RR1yyyJ J MEASURES AS NECESSARY 70 PREVENF CONVEYANCE 0 OF SEDI MENT AWAY FROM SITE DUE TO CHOSEN I I ' METHOD OF CONSTRUCTION IN THIS AREA n I I I I GRAPHIC SCALE I I 8 I 40 0 20 40 8O ISO ( IN FEET') I Tech - 40 It 715 qn 98VERT -- - BEND- -- - - - gS - - ---- c- b- - -- - - - - - -- E%. 720 720 715 22S DI . 98VERT -- - BEND- -- - - - - - - - - ---- c- b- - -- - - - - - -- E%. - -- - - - - - - - — --- - - - -- - -- -- - -- - - -- - - - - L - -t 6ya- 715 STA 96+1 t 22.5 DI RJ 710 710 - - - - - - ST A 105+97 - - A 105+97 22 5 DI RJ BEND _ z - a - -- -- - 705 - - - - - - - - - - - - - - - - - -- - - - — - - `- - - -� -- - - - - - - EX. 12' VC SS _ 45 DI F J BEND - - - 705 _ _ _- - - -- -__ __ _ __ - - - -- - -- _ - - - - - - -- - - - •m __ - - __ - - _- _ - - _ - - _ _ _ _ -- - - _ _ -- - - _ _ - - - _ _ _ _ - - - - _ - _ _ - - - - - - - __ _ - - - -ANTI-SEEP - (SEE COLLAR VII -23/813-2.0) - - - REMOVE VC SS I _ - _ 108 +00 EX B• VC -- _ _ _ _ _ __ __ __ - - -- - - - _- — - 54' PIPI 700 ANT -SEEP COLADA (SEE VII -23/SD -2.0) -ANTI-SEEP COLLAR - --- - -- -- - - -- - -- - -- - - - - - - _ - - - - - -- - - - - 700 (SEE NI -23/SD -2.0) - - - - - - - - - - - -- - - 20' CL 250 DI FM (IMP ) - - - - - - - -- - - - - - - - -- - - 1B' RJ t8' 695 695 -- - - -- - -- - - - - --- - - 1 RJ - _ - (SEE VII -23/ 2.0) u4n =SEEP (SEE NI -23/SD COLLAR-:_-, -2.0) - - - _ _ - _ _ - -_ _ TIE IN 70 40 LF 38' C1.250 DI SS EX. SC PIPE _ O MIN 0110 TO _ TEE. SEE 690 EE PIPE TEE 2/YD -40 1 590 96 +00 97 +00 98 +00 99 +00 100 +00 101 +00 102 +00 r2")lPROFILE — STA. 95 +50 TO 106 +43 HORIZONTAL SCALE, 1' = 40 VERTICAL SCALE 1' = 4 103 +00 104 +00 105 +00 106 +00 106 +50 DI 12' tOM STA R) EX. TEE MH � o a a QT,OFLCV4t(, '0 034361 61 '- sn Im WTI aitse u4 ow 10 HIGHFILL INFRASTRUCTURE ENGINEERING PC 2703 Jones FnnNlln Rd Ste 20' Cary Nonh CaroLne 27518 Tel 9194814342 Fax 919-8829762 — NI can, Fl Loans. No C 2586 iwigent -Los Ls us*#Wbb /nh9afrucrt/79 Z LLJ O -1 (n 1L x w Z+ zw� �O O �z ��w ZO Q I— J z I :� O U :3o W En J3 0�Ln v p rn 0 LL [if ry CIO Of ry LLJ LLJ a_ n ry Q Q PROJECT NO WIN1202 FM -2 8