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HomeMy WebLinkAbout20061232 Ver 2_Application_201204276 M STATE OF NORTH CAROLINA D �^ APR 2 7 ?0�2 D ��A '94DStcny DEPARTMENT OF TRANSPORTATION 4 ' BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY April 19 2012 Transportation Permitting Unit Wetlands and Stormwater Branch 1650 Mail Service Center Raleigh NC 27699 1650 Attention Mr Rob Riding NCDOT Project Coordinator Reference DWQ Project No 20061232, dated August 16 2006 DWQ on site determination letter dated November 3, 2005 USACE NWP 14 not issued Subject Proposed Spot Safety Project RS2574 Improvements to the intersection of SR 2542 (Rock Quarry Road) at SR 2551 (Barwell Road) in Wake County WBS Element 40181 Please note the referenced Water Quality Certifications (WQC) issued for this project (see attached) has expired with the corresponding 1V7VP 14 (not issued) We are requesting an updated approval by copy of this letter This project contains no habitat for federal protected species and will have no historic impacts All impacts and information summarized in the original application dated 07/31/06 and revised PCN sheet 7 of 8 dated 08/10/06 remain valid Application is hereby made for NCDENR -DWQ Section 401 Water Quality Certification (WQC) and a Neuse River Riparian Buffer Authorization An updated pre - construction notification 08/16/06 DWQ permit letter referenced 11/03/05 on -site determination letter plan sheets 1 and 5 construction plan sketch project mapping grass Swale length calculations and photographs are attached with this request By copy of this letter we are notifying the USACE of the intent to work under a non reporting NWP 14 but would like an email from the USACE indicating their concurrence If you have any questions or need additional information please contact Mrs Heather Montague by phone at (252)492 01 11 or by email at hwmonta ue(�ncdot gov Si cerely /�� �`l J W Bowman, P E Division Engineer cc Mr Eric Alsmeyer, NCDOT Coordinator U S Army Corps of Engineers Mr Jason Holmes, NCDOT Wake County Maintenance Engineer Mrs Dawn Phipps NCDOT DIV 5 Roadside Environmental Field Ops Techn Division Five — 2612 North Duke Street, Durham North Carolina 27704 Telephone 919 220 -4600 Fax 919 560 3371 O�O� W AT �RpG GO O 'C Michael F Easley Governor William G Ross Jr Secretary North Carolina Department of Environment and Natural Resources Alan W Klimek P E Director Division of Water Quality August 16 2006 Wake County DWQ Project No 20061232 SR 2542 at SR 2551 State Project No 40181 (RS2574) APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION, with ADDITIONAL CONDITIONS Mr Jon G Nance P E Division Engineer NCDOT Division 5 2612 North Duke Street Durham, NC 27704 Dear Na Nance You have our approval in accordance with the conditions listed below for the following impacts for the purpose of intersection improvements to SR 2542 at SR 2551 in Wake County Stream Impacts in the Neuse River Basin Site Culvert Impact to Riprap Armoring Temporary Total Stream Zone 2 Intermittent to Intermittent Dewatering to Impact Impact Stream (linear ft) Stream (linear ft) Intermittent (linear ft) Wetlands Buffers Mitigation Stream linear ft (sq ft) 1 51 1 10 61 concurrent 61 Total 51 1 10 61 concurrent 61 Total Stream Impact for Protect 61 linear feet. Neuse Riparian Buffer Impacts Site Zone 1 minus = Zone 1 Zone 1 Buffer Zone 2 minus = Zone 2 Zone 2 Buffer Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers Mitigation (sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required (using (sq ft) (sq ft) (using 3 1 ratio) (sq ft) wetlands) 15 1 ratio) (sq ft 1 3 040 0 3 040 N/A 993 0 993 N/A Totals 3,040 0 3,040 0 993 0 993 0 * n/a = Total for Site is less than 1/3 acre and 150 linear feet of impact no mitigation required Total Buffer Impact for Protect 4,033 square feet The project shall be constructed in accordance with your application dated received August 2 2006 and supplemental information received August 10 2006 After reviewing your application we have decided that these impacts are covered by General Water Quality Certification Numbers 3404 and 3366 This certification corresponds to the Nationwide Permit 14 and Nationwide Permit 33 issued by the Corps of Engineers This approval is also valid for the Neuse Riparian Buffer Rules (15A NCAC 2B 0233) In addition, you should acquire any other federal state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control Non Discharge and Water Supply Watershed regulations This approval will expire with the accompanying 404 permit Nao One Transportation Permitting Unit Natmully 1650 Mail Service Center Raleigh North Carolina 27699 1650 2321 Crabtree Boulevard Suite 250 Raleigh North Carolina 27604 Phone 919 73317861 FAX 919 733 6893 1 Internet http / /h2o enr state nc us /ncvvetlands An Equal Opportunity /Affirmative Action Employer— 50 / Recycled /10 / Post Consumer Paper Michael F Easley Governor OF W A TF� William G Ross Jr Secretary `0� pG North Carolina Department of Environment and Natural Resources Cq Alan W Klimek P E Director Division of Water Quality This approval is valid solely for the purpose and design described in your application (unless modified below) Should your project change you must notify the DWQ and submit a new application If the property is sold the new owner must be given a copy of tlus Certification and approval letter and is thereby responsible for complying with all the conditions If total wetland fills for this project (now or in the future) exceed one acre or of total unpacts to streams (now or in the future) exceed 150 linear feet compensatory mitigation may be required as described in 15A NCAC 2H 0506 (h) (6) and (7) For this approval to remain valid you must adhere to the conditions listed in the attached certification as well as those listed below Conditions of Certification 1 Placement of culverts and other structures in waters streams and wetlands shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches to allow low flow passage of water and aquatic life Design and placement of culverts and other structures inciuding temporary erosion control measures snail not oe conducted in a manner that may result in dis equilibrium of wetlands or streambeds or banks adjacent to or upstream and down stream of the above structures The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by DWQ If this condition is unable to be met due to bedrock or other limiting features encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine whether or not a permit modification will be required 2 Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage Bioengineenng boulders or structures should be properly designed, sized and installed 3 All channel relocations will be constructed in a dry work area and stabilized before stream flows are diverted Channel relocations will be completed and stabilized prior to diverting water into the new channel Vegetation used for bank stabilization shall be limited to native woody species and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maxiinum extent practical A transitional phase incorporating coir fiber and seedling establishment is allowable Also np rap may be allowed if it is necessary to maintain the physical integrity of the stream 4 All stormwater runoff shall be directed as sheetflow through grass swales and stream buffers at nonerosive velocities as indicated in the permit application 5 All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction contours and revegated Maintained buffers shall be permanently revegetated with non woody species by the end of the growing season following completion of construction For the purpose of this condition, maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular DOT maintenance activities including mowing The area with non maintained buffers shall be permanently revegetated with native woody species before the next growing season following completion of construction 6 Pursuant to NCAC15A 2B 0233(6) sediment and erosion control devices shall not be placed in Zone 1 of any Neuse Buffer without prior approval by the NCDWQ At this time the NCDWQ has approved no sediment and erosion control devices in Zone 1 outside of the approved project impacts anywhere on this project Moreover sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as diffuse flow 7 If concrete is used during construction a dry work area should be maintained to prevent direct contact between curing concrete and stream water Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills N�o `Carolina � Transportation Permitting Unit atmrally 1650 Mail Service Center Raleigh North Carolina 27699 1650 2321 Crabtree Boulevard Suite 250 Raleigh North Carolina 27604 Phone 919 733 1786 1 FAX 919 733 6893 / Internet htto //h2o enr state nc us /ncwetlands An Equal Opportunity /Affirmative Action Employer— 50 / Recycled /10 / Post Consumer Paper Michael F Easley Governor o�oF wATF9QG William G Ross Jr Secretary North Carolina Department of Environment and Natural Resources cq r Alan W Klimek P E Director Division of Water Quality o � 8 During the construction of the project no staging of equipment of any kind is permitted in waters of the U S or protected riparian buffers 9 The dimension pattern and profile of the stream above and below the crossing should not be modified Disturbed floodplams and streams should be restored to natural geomorphic conditions 10 The use of rip rap above the Normal High Water Mark shall be minimized Any rip rap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage 11 All work in or adjacent to stream waters shall be conducted in a dry work area Approved BMP measures from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags rock berms cofferdams and other diversion structures shall be used to prevent excavation in flowing water 12 Heavy equipment shall be operated from the banks rather than in the stream channel in order to mrm uze sedimentation and reduce the introduction of other pollutants into the stream 13 All mechani zed equipment operated near surface waters must be regularly inspected and maintained to prevent contammation of stream waters from fuels lubricants hydraulic fluids or other toxic materials 14 No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification 15 Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited 16 The perrmttee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal law If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated or that further conditions are necessary to assure compliance DWQ may reevaluate and modify this certification 17 A copy of this Water Quality Certification shall be posted on the construction site at all tunes In addition, the Water Quality Certification and all subsequent modifications if any shall be maintained with the Division Engineer and the on site project manager 18 The outside buffer wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification 19 Upon completion of the project the NCDOT Division Engineer shall complete and return the enclosed Certification of Completion Form to notify DWQ when all work included in the 401 Certification has been completed 20 Native riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction 21 There shall be no excavation from, or waste disposal into Iunsdictional wetlands or waters associated with this permit without appropriate modification Should waste or borrow sites be located in wetlands or streams compensatory mitigation will be required since that is a direct impact from road construction activities Noi` Carolina Transportation Permitting Unit Natimallly 1650 Mail Service Center Raleigh North Carolina 27699 1650 2321 Crabtree Boulevard Suite 250 Raleigh North Carolina 27604 Phone 919 733 1786 / FAX 919 733 6893 / Internet http / /h2o enr state nc us /ncwetlands An Equal Opportunity /Affirmative Action Employer - 50 / Recycled /101/ Post Consumer Paper WAIF Michael F Easley Governor Q 9 William G Ross Jr Secretary North Carolina Department of Environment and Natural Resources G 7 lan W KI nek ° E Director Division of Water Quality 22 Erosion and sediment control practices must be in full compliance with all specifications governing the proper design installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards a The erosion and sediment control measures for the project must be designed installed operated and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual b The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual The devices shall be maintained on all construction sites borrow sites and waste pile (spoil) projects including contractor owned or leased borrow pits associated with the project c For borrow pit sites the erosion and sediment control measures must be designed installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual d The reclamation measures and implementation must comply with the reclamation in accordance w;Lh the requirements of the Sedimentation Pollution Control Act 23 Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification If placement of sediment and erosion control devices in wetlands and waters is unavoidable they shall be removed and the natural grade restored upon completion of the project If you do not accept any of the conditions of this certification you may ask for an adjudicatory hearing You must act within 60 days of the date that you receive this letter To ask for a hearing send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings 6714 Mail Service Center Raleigh, N C 27699 This certification and its conditions are final and binding unless you ask for a hearing This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act If you have any questions please contact Rob Ridings at (919)733 9817 S�ricerel Alan W Klimek, P E Attachments (General Certification and Certificate of Completion form) cc Wilmington US Army Corp District Office Chris Murray Division 5 Environmental Officer Eric Alsmeyer US Army Corps of Engineers Raleigh Field Office Travis Wilson, NC Wildlife Resources Commission DWQ Raleigh Regional Office copy File Copy Non` fthCarohna Transportation Permitting Unit Adamily 1650 Mad Service Center Raleigh North Carolina 27699 1650 2321 Crabtree Boulevard Suite 250 Raleigh North Carolina 27604 Phone 919 733 1786 / FAX 919 733 6893 1 Internet http / /h2o enr state nc us /ncwetlands An Equal Opportunity /Affirmative Action Employer— 50 / Recycled /10 / Post Consumer Paper � \N A rF Michael F Easley Governor \O�0 rP William C Ross Jr Secretary North Carolina Department of Environment and Natural Resources Alan W Klimek P E Director > Division of Water Quality o -c November 3 2005 TIP No RS 2574 Wake County CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr James A Byrd P E TranSite Consulting Engineers Inc Quail Comers Commons 1' )00 Paddock Dr Suite G 10 Raleigh NC 27609 Subject Property Ntiiderung of Rock Quarr,, Ro-id Last ind West of B irwell Road On Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B 0233) Dear Mr Bvrd On November 3 2005 at your request Rob Ridings Amy Chapman and I conducted an on site determination to review stream features Iocated on the subject property for applicability to she Neuse Buffer Rules (15A NCAC 2B 0233) The stream features in question are labeled as Stream 1 and Stream 2 on the attached map initialed by me on November 3 2004 The Division of Water Quality (DWQ) has determined that the surface water labeled as Stream 1 on the west side of Rock Quarry Road (see attached map) is a stream and is therefore subject to the Neuse River Riparian Buffer Rule Stream 2 (on the attached map) on the east side of Rock Quarry Road is ephemeral (per the attached DWQ Stream Rating form) and therefore is not subject to the Neuse River Riparian Buffer Rule This on site determination shall expire five (5) vears from the date of this letter In addition to the stream rating form, we discussed possible alternatives for the roadway widening including isymmetncal widening to the east side of Rock Quarry Road to avoid any impacts to the stream and buffer (if practicable) on the west side as well as minor shifting of the roadway curvature to allow for more widening to the east side of Rock Quarry Road and minor widening to the west side (to avoid and minimize to the extent possible the impacts to the stream and buffer) We also discussed the location of the existing transportation facility (defined as existing toe of slope to toe of slope ) and that activities within the existing transportation facility that include a buffered area are exempt And finally we discussed options for the treatment of stormwater generated by the new impervious surface created with the widening of Rock Quarry Road This office understands that Barwell Road will also be widened in order to accommodate the new school being built in the area and while that is not directly impacting any jurisdictional areas it is creating new stormwater runoff from the new impervious surface As such if DOT mixes the offsite drainage from the widened Barwell Road with the drainage from the widened Rock Quarry Road per the Neuse River Rules DOT will be required to provide treatment for all of said drainage i e level spreaders pre formed scour holes grass swales etc DWQ does understand the constraints of this project i e there is not much room for large scale treatment me isures and therefore Vo �- tnCarolina Transportation Permitting Unit ,Vatimally 1650 Mail Service Center Raleigh North Carolina 27699 1650 2321 Crabtree Boulevard Suite 250 Raleigh North Carolina 27604 Phone 919 733 1786 r FAX 919 733 6993 / Int met http / /h2o enr state nc us /ncwetiands An Equal Opportunity/Affirmative Action Employer- G0 Recyclpd /10 Post Consumer Paper DWQ respectfully suggests that DOT explore the options of separating the onsite and otfsite drainage treating the onsite (either with pre torm scour hole(s) if teasible or with grass swale(s) if it is not) first before mining it with the otfsite drainage if DOT pio\,ides appropriate tieatment to the onsite drainage prior to combining it with the offsite drainage then it is permissible to put it in a new culvert and then pipe it directly to the stream Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director A request for a determination by the Director shall be referred to the Director in wasting c/o John Domey DWQ Wetlands /401 Unit 2321 Crabtree Blvd Raleigh NC 27604 2260 Individuals that dispute a determination by the DWQ or Delegated Local Authority that exempts a surface water from the buffer rule may ask for an adjudicatory hearing You must act within 60 days of the date that you receive this letter Applicants are hereby notified that the 60 day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision DWQ recommend that the applicant cond ict this ^otifcabon in order to be certain that third party appeals are made in a timely manner To ask for a hearing send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings 6714 Mail Service Center Raleigh N C 27699 6714 This determination is final and binding unless you ask for a hearing within 60 days This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers Nor does this letter approve any activity within Waters of the United States or Water, of the State If you have any additional questions or require additional information please call me at (919) 715- 3415 Sincerely Nicole Thomson DWQ Transportation Permittmg Unit NTlnjt Enclosures 2 cc Mr Clint Morgan TranSite Consulting 1300 Paddock Dr Suite G 10 Raleigh NC 27609 Mr Mike Kneis PE DOT Division 5 2612 N Duke St Durham, NC 27704 DWQ Raleigh Regional Office File Copy Central Files Filename C Torresponaence\Stream DetermmahonARS 2574\110305streamdet doe 0 1 Lf 3 a, nz w X 10c)— .A. g r, ac r e is a V may,, w p In ek &AJLC- 2S o- > 14 3 -R- r, a , r4A GRASS SWALE DA= 3 10Ac Lsw= 25 Se= 0 0110 SS= 4 02= 6 35cfs V2= 2 00fps 010= 8 13cfs V10= 212fps new impervious 0143 ACRE oecx w6itRr ROr4� s/Z Z5µ2 A } A N E � rn L new impervious 0 085 ACRE ,� GRASS — SWALE DA= 0 60Ac Lsw= 25 Se= 0 0250 SS= 4 3 02= 1 54cfs V2= 1 99fps 010= 198cfs V10= 2 09fps Cal cry. l�� S1..i2 0 085 ac New -P. &.v 0 -> X loo 4 I tyros,- 5.1-1" �—' dra � •do. Po. acrs of 2 Sf+- > S 5 �� (errtj ?n l o f 2 -A- 0 Q N J � 3 �n a .t w Q CGI U...� —� T-'o 0 11 S A C VN e w ,n,eA ^✓ wJtF a ROCK QVAAAY ROAD (sR Zsc/Z) grassy �- aLr2 of new impervious 0 014 ACRE cx eggjve0 GRASS SWALE GRASS SWALE DA= 160Ac DA= 2 IIAc Lsw= 25 Lsw= 12 Se= 0 0175 Se= 0 0125 SS= 4 3 SS= 4 75 3 02= 2 74cfs 02= 4 4Zcfs V2= 1 97fps V2= 1 97fps 010= 3 51cfs 010= 5 66cfs V10= 211fps V10= 2 09fps new impervious 0 115 ACRE E , a ROCK QVAAAY ROAD (sR Zsc/Z) 0 o 14 ac At w , w.11le V O-Aj-w X too �{ Grass SW&U v� acP2 O� dra ao U oFE new IA"� -NA-a- 12-;-t- 7 1 4 �k re9,; al D. .7 o�2— __ it n y Q new impervious 0 014 ACRE cx C " GRASS SWALE DA= 2 IIAc Lsw= 12 Se= 0 0125 SS= 4 75 3 02= 4 4Zcfs V2= 1 97fps 010= 5 66cfs V10= 2 09fps 0 o 14 ac At w , w.11le V O-Aj-w X too �{ Grass SW&U v� acP2 O� dra ao U oFE new IA"� -NA-a- 12-;-t- 7 1 4 �k re9,; al D. .7 o�2— __ it n y a r Photograph 1 View 11 o rears mu ���nlil� . •. �••_ -- - driving SE on Rock Quarry Rd Is Photograph 2 View tiom su pipe uu«VA ikJU 1-5 -- picture is at the stop sign on Barwell Rd Project RS2574 in Wake County Widening of Rocky Quarry Road East and West of SR 2551 (Barwell Road) � r,!" y�\e / � ) Xas � ,/ !�; -•.1t ° r �� i 1 � l ^� �4v ,....�;:,.a.c.�.'� � 4 i ( r Lt fi �,. �- �,� r" / 1 €���r_. -.1''' `r '2AI .�� f, ✓'— ` �i �p Vii+ fi/f ( r ` {� r tiJ _ ) _ r � lc' � "� �£ � 'v +`��^�t ✓� s� /�/ r �'% �� � Y t �"' i rt i � � � rte' y '� � �y ..✓ € ,��-.� i .f.rj �, `.,�� •... ��." �/-' (f r� + l ✓ 5a � l i r \ p � , ti �y � ) � � r ✓ r �---- �t� ` q S1TE 1 ' € _"!ter 111 € `_" "' ,� � € ✓ �' r '"',,�+'� 4-,f / i _ Ce t F / � i �" �#� � ~l� �r11 � ��1 �` t ! �� [ i � l ` � \� � ti,.'^,r 'r"7 `""_ ",^-.^• '! �S ''.. � }�, rte, { �'.— � � �j' j j rte, r ��" it x�O i }i L ( 1�(ti1 j_ Y,k����� b y a rI✓ ' ^� r, ;' 4} Ct t✓ i �-,4 "'` l `�� /} �.-,t �!t'`�, � � € '�� �1, �� t ��� �',� � �.1 ��,.- • - -,j� � � t ��� t �l j t �� i��`,.Z{ t� "`31 �. �,,'�,,�'" 1� ..i t t i �, � 3 —,-"� \ t , � � r,., ".`""�` !L�9lr"rJ � i� t t ��-. � �EP ✓' �'"'`! � �� �"'` ��y<,� -r ;y 1A 1 � ��� "�� f a 17 ,7" )' . W. , / ri �' I } ! t ✓ +her t ti ✓, ti tt) r- � 3,J }i� alt f O IP €zo_�f�j /—V , fir- f - r qJ )li!� �.,✓ }{�, � '� F)`.��� ,�.?� }� 1`� ; %3361 y� y�,, €, lj,,, L soh 'fit` : (r 'y 1 tLJ �i11 ;` i €/,i �� �' g.,.. '�✓ J �1 \ ) rl [ mot. �1� '� �' f j� € ""� nF5 z t Copyright (C) 1998 Maptech Inc Project Study Area SR 2542 (Rock Quarry Road) Project No RS2574 Wake County Garner USGS Map (1964/1987) Figure 1 1 24,000 APB - f ,N. 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For the record only for DWQ 401 Certitication ❑ Yes ® No For the record only for Corps Permit ® Yes ❑ No if 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 1 g Is the project located In any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Spot Safety Project No RS2574 Widening of SR 2542 (Rock Quarry Road) East and West of SR 2551 (Barwell Road) In Wake County 2b County Wake 2c Nearest municipality / town Raleigh 2d Subdivision name N/A 2e NCDOT only T I P or state project no WBS Element 40181 3 Owner Information 3a Name(s) on Recorded Deed NCDOT Division 5 3b Deed Book and Page No N/A 3c Responsible Party (for LLC if applicable) N/A 3d Street address 2612 N Duke Street 3e City state zip Durham NC 27704 3f Telephone no (919)220 4600 3g Fax no (919)560 3371 3h Email address wbowmanancdot gov 4 Applicant Information (if different from owner) N/A 5 Agent/Consultant Information (if applicable) N/A Page 1 of 8 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) N/A lb Coordinates (in decimal degrees) Site Latitude 35 72983 Longitude 7855600 (DD DDDDDD) ( DD DDDDDD) 1c Property size 2 9 acre (0 236mi long project with 100ft ROW) 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Big Branch proposed project 2b Water Quality Classification of nearest receiving water C NSW 2c River basin Neuse 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 Existing conditions warrant roadway improvements to add turn lanes to both Rock Quarry Road and Barwell Road to increase safety of traveling public turning off of and onto Rock Quarry Road Ditch work pipe work and drainage alterations are required to facilitate this widening project Site is surrounded by residential land and residences 3b List the total estimated acreage of all existing wetlands on the property NONE 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 61 ft 3d Explain the purpose of the proposed project This project is a spot safety project which will involve improvements to the intersection of SR 2551 ( Barwell Road) and SR 2542 (Rock Quarry Road) 3e Describe the overall project in detail including the type of equipment to be used This project involves turn lane additions widening the existing pavement and resurfacing the existing pavement Equipment ma include excavator backhoe bulldozer grader and paving equipment 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ❑Yes ®No Unknown project (including all prior phases) in the pasty Comments N/A 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 N/A Name (if known) N/A Other N/A 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation N/A 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 DWQ Project No 20061232 dated 08/16/06 for application dated 07/31/06 & revised PCN page 7 of 8 dated 08/10/06 On site Determination for Applicability to the Neuse River Riparian Buffer Area Protection Rules letter dated 11/03/05 Page 2 of 8 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 N/A 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 W1 ❑ P ❑ T N/A N/A ❑ Yes ❑ No ❑ Corps ❑ DWQ N/A 2g Total Wetland Impacts NONE 2h Comments N/A 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) Site 1 ® P ❑ T fill UT to ❑ PER ® Corps 3 51 Stream 1 Big Branch ® INT ® DWQ Site 1 ® P ❑ T UT to ❑ PER ® Corps 3 10 Stream 1 rip rap Big Branch ® INT ® DWQ Site 1 ❑ P ® T UT to ❑ PER ® Corps 3 61 Stream 1 dewatering Big Branch ® INT ® DWQ concurrent 3h Total stream and tributary impacts 61 31 Comments An old 30 pipe conveying this stream will be plugged and a new structure will be installed at a new location This will result in 61ft of permanent surface water impacts (51ft SW fill and 10ft of riprap armoring) Rip rap will be placed on banks only for stabilization not within the flow line — dewatering may not be necessary due to the small intermittent nature of this stream 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 impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ❑ P ❑ T N/A N/A N/A N/A 4f Total open water impacts NONE 4g Comments N/A Page 3 of 8 PCN Form — Version 1 3 December 10 2008 Version 5 Pond or Lake Construction If pond or lake construction proposed the complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 N/A N/A N/A N/A N/A N/A N/A N/A P2 5f Total I NONE NONE NONE NONE NONE NONE NONE 5g Comments N/A 5h Is a dam high hazard permit required ❑ Yes 0 N If yes permit ID no N/A 51 Expected pond surface area (acres) N/A 5j Size of pond watershed (acres) N/A 5k Method of construction N/A 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 ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) or impact Stream name mitigation (square feet) (square feet) Temporary required? Site ®P ❑ T ❑ Yes Buffer Impact 1 Road widening UT to Big Branch ® No 3 040 993 6h Total buffer impacts 3 040 993 61 Comments Necessary improvements of expanding this roadway involve impacts to buffers D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Some impacts to riparian buffer could not be avoided Minimal space necessary for utility relocations and road widening was designed Rip rap armoring around the pipe end and tie in points to the existing stream back will be limited only to the amount necessary to ensure long term stability lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Sediment and erosion control Best Management Practices for protection of surface waters will be enforced during project construction Page 4 of 8 PCN Form —Version 1 3 December 10 2008 Version 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ® No 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank N/A 3b Credits Purchased (attach receipt and letter) Type N/A Quantity N/A 3c Comments N/A 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 N/A linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) N/A square feet 4e Riparian wetland mitigation requested N/A acres 4f Non riparian wetland mitigation requested N/A acres 4g Coastal (tidal) wetland mitigation requested N/A acres 4h Comments N/A 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan N/A 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 oi 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 N/A N/A 3 (2 for Catawba) N/A Zone 2 N/A N/A 1 5 N/A 6f Total buffer mitigation required NONE 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) N/A 6h Comments N/A Page 5 of 8 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? 1 b If yes then is a diffuse flow plan included? If no explain why Comments Existing impervious area for the project (0 236 miles of roadway x 24 ft wide roadway) is approximately 0 68 acres Proposed or new impervious area for El Yes ❑ No the project is approximately 0 357 acres of the total project area of 2 9 acres The project has been designed so that the runoff from the additional impervious surfaces created by the project are treated by four grass swales prior to entering a storm drainage system or the buffered stream 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? —24% 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why NCDOT state Permit No NCS000250 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan N/A ❑ 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? Wake County ❑ Phase II ❑ NSW 3b Which of the following locally implemented stormwater management programs ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? N/A 4 DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a Which of the following state implemented stormwater management programs apply ❑ ORW (check all that apply) N/A ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been E] Yes ❑ No attached N/A 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements N/A ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? N/A ❑ Yes ❑ No Page 6of8 PCN Form — Version 1 3 December 10 2008 Version F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb 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 r-1 No letter) Comments N/A 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) N/A 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 N/A 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 N/A Page 7 of 8 PCN Form — Version 1 3 December 10 2008 Version 5 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? http / /www fws gov /nc es /es /countyfr html and NC Natural Heritage Program Database Element Occurrences 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish ❑ Yes ® No nabitat? 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? http / /ocean flondamanne orq /efh coral /ims /viewer htm 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? HPO s historic layer using GIS ArcView database and SHPO s webpage http / /gis ncdcr gov /hpoweb/ 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 N/A 8c What source(s) did you use to make the floodplain determination? http / /www ncfloodmaps com/ for J W Bowman P E Q zv-, ��^- 04/19/12 Applicant/Agent s Printed Name Applicant/Agent s Signatur, (AgenPs signature is valid only If an authorization let er from the applicant Date Is provided Page 8 of 8 PCN Form — Version 1 3 December 10 2008 Version i PROjbCT: 40181 I U O O ^ NJ U 0 U U O T o m r o o � O r m no 2 � f7 c COO) O Z N °o o o I 1 b u ti w I y O I= N� N� O g ,q A 3� PEARL ROAD SR 2550 0 r t� �o �8 o � W y g r �rD �m O lT y O = v �m tit In �o o n 2 Ul O P3 G7 cI i i m W Z n c d s b y $ p I = Pe Im o � fi I � I I )DC 0 I � m 0 n dd"s v C y O pod �0 9 �v N N N V 0 N w a I � C II � n b � O C) I m� x ooh A <m\ it n = AaN� c m z i m uoc Mm ay ° �Z cz 'n Q7OZ �+ O O m N y m m p m - I P 0 t O 00 n x cu a ticFR ,ate\ J R y O I= N� N� O g ,q A 3� PEARL ROAD SR 2550 0 r t� �o �8 o � W y g r �rD �m O lT y O = v �m tit In �o o n 2 Ul O P3 G7 cI i ` w w W t� n c d s b y $ p Pe Im m � fi 9 10 I I � y O I= N� N� O g ,q A 3� PEARL ROAD SR 2550 0 r t� �o �8 o � W y g r �rD �m O lT y O = v �m tit In �o o n 2 Ul O S ,0 ,�,SoG k i ° P3 G7 cI i ` w w W N n c d s o $ p Pe Im m � fi 9 10 0 m dd"s v O pod �0 9 m" S ,0 ,�,SoG k i ° P3 G7 cI i ` w w W N n Ln m y o $ p m C it m z i m y U) O O N y - y vJ � O vl C k Cn y 2 � ►� N o v� v a n 0 C F=i Cpl] t� n Z g a in N Ut V � � b I 0 0 V. 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V p S �O O p N -/ � N ! m S e � I � N� Ul Z pn��N ZE� O hO y p I Ynrn-4 mm p p �� C-) �tCOn °< C7 O O irNVD� yC O -1 O n i- b rn �m2 = II 1 l i 4� O �N 0 0 + n O Q° r. v' ,, sC mss? s 00 � n � ai W �x n��� D mV) UI�N W �L" L4 m ZZ 4 m (A (n aw w� s 0 N-4 D> -GOr=rn nN�'v n MATCH LINE —L— STA 19-k50000 SEE SHE ;O o- c c ao - r a .; omm ` a -I A 'r D 0 ., mgm � rt -TF -Tr N T V a m ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0 1 � 1 t � 1 1 I J � F 0z Ort 7 1 no o -m o 0 ]D I-v _D � I yCr P ° 0 + OA °A °^ n � m x � v ^ T f 1000 H- OD CO ++ 00 oo' •O .O ++ Nth 00 •r-1 -Ai ED COO S w En C cn 1 m CD m r- m (0,,� N 70 N m 4 to O °o 0 LA Z o C) mC) �I mom n W CNm o n mw Z N cn L4 O ' C � I rm- ry r I U, <��W -ID �I D O �r u (/4 ,Imr N o 0 -I V, /� N N (.n Z J � M1 d. V p S �O O p N -/ � N ! m S e � I � N� Ul Z pn��N ZE� O hO y p I Ynrn-4 mm p p �� C-) �tCOn °< C7 O O irNVD� yC O -1 O n i- b rn �m2 = II 1 l i 4� O �N 0 0 + n O Q° r. v' ,, sC mss? s 00 � n � ai W �x n��� D mV) UI�N W �L" L4 m ZZ 4 m (A (n aw w� s 0 N-4 D> -GOr=rn nN�'v n MATCH LINE —L— STA 19-k50000 SEE SHE ;O o- c c ao - r a .; omm ` a -I A 'r D 0 ., mgm � rt -TF -Tr N T V a m ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0 H- OD CO ++ 00 oo' •O .O ++ Nth 00 •r-1 -Ai ED COO S w En C cn 1 m CD m r- m (0,,� N 70 N m 4 to O °o 0 LA Z o C) mC) �I mom n W CNm o n mw Z N cn L4 O ' C � I rm- ry r I U, <��W -ID �I D O �r u (/4 ,Imr N o 0 -I V, /� N N (.n Z J � M1 d. V p S �O O p N -/ � N ! m S e � I � N� Ul Z pn��N ZE� O hO y p I Ynrn-4 mm p p �� C-) �tCOn °< C7 O O irNVD� yC O -1 O n i- b rn �m2 = II 1 l i 4� O �N 0 0 + n O Q° r. v' ,, sC mss? s 00 � n � ai W �x n��� D mV) UI�N W �L" L4 m ZZ 4 m (A (n aw w� s 0 N-4 D> -GOr=rn nN�'v n MATCH LINE —L— STA 19-k50000 SEE SHE ;O o- c c ao - r a .; omm ` a -I A 'r D 0 ., mgm � rt -TF -Tr N T V a m ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0 cn L4 O ' C � I rm- ry r I U, <��W -ID �I D O �r u (/4 ,Imr N o 0 -I V, /� N N (.n Z J � M1 d. V p S �O O p N -/ � N ! m S e � I � N� Ul Z pn��N ZE� O hO y p I Ynrn-4 mm p p �� C-) �tCOn °< C7 O O irNVD� yC O -1 O n i- b rn �m2 = II 1 l i 4� O �N 0 0 + n O Q° r. v' ,, sC mss? s 00 � n � ai W �x n��� D mV) UI�N W �L" L4 m ZZ 4 m (A (n aw w� s 0 N-4 D> -GOr=rn nN�'v n MATCH LINE —L— STA 19-k50000 SEE SHE ;O o- c c ao - r a .; omm ` a -I A 'r D 0 ., mgm � rt -TF -Tr N T V a m ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0 1 l i 4� O �N 0 0 + n O Q° r. v' ,, sC mss? s 00 � n � ai W �x n��� D mV) UI�N W �L" L4 m ZZ 4 m (A (n aw w� s 0 N-4 D> -GOr=rn nN�'v n MATCH LINE —L— STA 19-k50000 SEE SHE ;O o- c c ao - r a .; omm ` a -I A 'r D 0 ., mgm � rt -TF -Tr N T V a m ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0 ET s < O < (J V1 V) r- p C7 (D6IVNto(D U1 D ;:7 II 11 II II it II � II D N _ _ N (Tt �0 Z0 00»'L. -4 r\) � pm m tDm i,NCn - D V) C-) n0 - f,� -hWLn D -I --q --I --( (n (n cn r M N (/) V) V) N N O O m m N - r m m m � -0 .� ,1 m O vn C-) C-, �C) � S Ul 2 D <sJ <o(n(nr -o c' C� ° 0pNNV)(D cn D cI �' u n n n It It � I, D N W N 0 11 N F - _�- r�W p cNn0 N (�� n a cn D m \ � O t� Dm $ C �D- cn r- r- (.0 OD W � D -U -0 -gym m m � b :0 L4 w�IDD ,�� p NOS yN� (Dmf 2 �� �N�0T n am N n W Z ,n D N n ,��• 0