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HomeMy WebLinkAbout20111115 Ver 1_401 Application_2011122220111�15 Summey Engoneering Associates, PLLC S EA Engineering • Land Planning • Consultin PLLC PO Box 968 — Asheboro NC 27204 RECEIVED N C Dept of Ef�� (336) 328 0902 / Fax (336) 328 0922 / Mack@as bor&��n' 4 20�1 Ll l, TRANSMITTAL Date December 13, 2011 To NCDENR Division of Water Quality Re Jones Keystone 585 Waughtown Street Revolut�on Resources Winston Salem, NC 27107 401 404 PCN Package ATTN Ms Sue Homewood SEA Job No E 2144 We are sendmg you attached the following items ❑ Shop Drawings ❑ Prints � Plans # Copies I Drawina # 1 Ea ❑ Samples ❑ Specifications ❑ Disk Descri 401/404 PCN Application Package D ���� v � D �E� 2 2 2011 Winston 5alem ❑ Copy of Letter ❑ Other � Remarks Sue here is the package for this pro�ect�7 �copies have been sent to John Thomas with USACE If you need anythmg else �ust let me know Thanks� Mack By �' l�%(�l/ �-' H Mack Summey PE c File Sumrney Engineereng Assoceates, PLLC S EA Engineering • Land Planning • Consulting PLLC PO Box 968 — Asheboro NC 27204 (336) 328 0902 / Fax (336) 328 0922 / Mack@asheboro com TRANSMITTAL 2 0 1 1 1 1 1 5 Date December 15, 2011 To NCDENR — DWQ Re 585 Waughtown Street Winston Salem, NC 27107 Attn Ms Sue Homewood We are sending you attached the following items ❑ Shop Drawings ❑ Samples ❑ Prints ❑ Specifications � Plans ❑ Disk Jones Keystone Revolution Resources 401/404 Perm�t Applications - Additional SEA Job No E 2144 ❑ Copy of Letter ❑ Other # Copies Drawing # Description Disposition 4 Ea Plans & Calculations Additional For Your Review Remarks Sue I accidentally sent most of the plans to John If you need anythmg else �ust let me know Thanks� p ���a� Mack � D �EC � 2 2011 INE DENR WqTER Q�q�lp, nANGSANn crno�.....__ L'3l c File ��'�C./ H M Summey PE RECEIVED N C Depi of ENR DEC 16 2011 � Winston Salem '� Re ionalOffice 20i11�15 O�OF WAT�ROG RECEIVED N C Dept of ENR O�ce Use Only � � DEC 14 2011 Corps action ID no o < DWQ pro�ect no Winston Salem Form Version 1 3 Dec 10 2008 Re ional Office Pre-Construction Notificateon (PCN) Form� A Applicant Informat�on ` 1 Processing ` 1 a Type(s) of approval sought from the Corps � Section 404 Permit ❑ Section 10 P rmit ��ti� 1 b Specify Nationwide Permit (NWP) number 14 or General Permit (GP) number 1 c Has the NWP or GP number been venfied by the Corps� � Yes 1 d Type(s) of approval sought from the DWQ (check all that apply) � 401 Water Quality Certification — Regular ❑ Non 404 Junsdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record For the record only for DWQ 401 because written approval is not reqwred� Certification � Yes ❑ No 1f Is payment into a mitigation bank or m lieu fee program proposed for mitigation of impacts� If so attach the acceptance letter from mitigation bank or in lieu fee program '"`.,�„�..� ❑ No For the record only for Corps Permit ❑ Yes ❑ No ❑ Yes � No 1 g Is the pro�ect located m any of NC s twenty coastal counties If yes answer 1 h ❑ Yes below 1 h Is the pro�ect located within a NC DCM Area of Environmental Concern (AEC)� I❑ Yes 2 Pro�ect Informat�on 2a Name of pro�ect Champion Hills Jones Keystone 2b County Randolph 2c Nearest municipality / town Trirnty 2d Subdivision name Harold Lee Briles 2e NCDOT only T I P or state pro�ect no 3 Owner Information 3a Name(s) on Recorded Deed Linda B Hunt � 3b Deed Book and Page No 2111/1218 3c Respon�sible Party (for LLC if �r Aaron Keay 3d Street address 4962 Rex Rd 3e City state zip Winston Salem NC 27107 3f Telephone no 336 785 1286 3g Fax no N/A 3h Emad address N/A L'L�i ►� . ►� . Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is � Agent ❑ Other specify 4b Name Mr Peter H Evans 4c Business name Revolution Resources Corp (if applicable) 4d Street address 1500 409 Granvdle Street 4e City state zip Vancouver BC Canada V6C 1T6 4f Telephone no 336 959 8302 4g Fax no 4h Email address pevans123@triad rr com 5 Agent/Consultant Information (if applicable) 5a Name H Mack Summey Jr PE 5b Business name Summey Engineering Associates PLLC (if applicable) 5c Street address 1342 E Salisbury Street 5d City state zip Asheboro NC 27204 5e Telephone no 336 328 0902 5f Fax no 336 328 0922 5g Email address mack@asheboro com Page 2 of 11 PCN Form — Version 1 3 December 10 2008 Version B Pro�ect Information and Prior Pro�ect History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) 6792754441 1 b Site coordinates (m decimal degrees) Latitude 35 723886 Longitude 0 043387 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 163 88 acres 2 Surface Waters 2a Name of nearest body of water (stream nver etc ) to UT to Uwharrie River proposed pro�ect 2b Water Quality Classification of nearest receivmg water WS 111 2c River basin Yadkin 3 Pro�ect Description 3a Descnbe the existing conditions on the site and the general land use in the viarnty of the pro�ect at the time of this application Existing site is wooded with old saw mdl roads through the property Area consists of sparsely located smgle famdy residential Disturbance consisted of stream crossing 3b List the total estimated acreage of all existing wetlands on the property Less than 1/2 acre 3c List the total estimated Imear feet of all existing streams (intermittent and perenrnal) on the property 3d Explain the purpose of the proposed pro�ect Reuse old logging roads and/or construct short narrow drive and install a 50 x60 pad for exploratory drdling operation 3e Describe the overall pro�ect in detail including the type of equipment to be used Drdi ng hauled mto site on tractor trader & pulled off trader with DC 9 catepillar Road construction also uses dump truck bob cat/loader and tractor to install erosion control measures 4 Jurisdict�onal Determinations 4a Have �urisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown pro�ect (including all prior phases) in the past� Comments 4b If the Corps made the �urisdictional determination what type � preliminary � Final of determination was made? 4c If yes who delineated the �unsdictional areas� Agency/Consultant Company Name (if known) Sue Homewood/John Thomas Other 4d if yes list the dates of the Corps �unsdictional determinations or State determinations and attach documentation November 2 2011 no documents received 5 Pro�ect History 5a Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this pro�ect (mcluding all prior phases) in the past� 5b If yes explain in detail accordmg to help file mstructions Page 3 of 11 PCN Form — Version 1 3 December 10 2008 Version 6 Future Pro�ect Plans 6a Is this a phased pro�ect� � Yes ❑ No 6b If yes explain This could possibly be a phased pro�ect m that if gold is found the company may need to do further exploration If this ocurs further permitting wdl be requested and appealed for Page 4 of 11 PCN Form — Version 1 3 December 10 2008 Version C Proposed Impacts Inventory 1 Impacts Summary 1 a Which sections were completed below for your pro�ect (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 �urisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ — non 404 other) (acres) Tem ora 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 2h Comments 3 Stream Impacts If there are perenrnal or intermittent stream impacts (mcluding temporary impacts) proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 39 Stream impact Type of impact Stream name Perenrnal Type of �unsdiction 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 Permanent UT to Uwharrie � PER � Corps 15 30 Crossing River ❑ 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 tr�butary �mpacts 3i Comments Crossing to be made permanent stone to be leveled out to prevent water ponding This crossmg was an old logging road that was �ust re used Stone was put on stream bed Page 5 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Open Water Impacts If there are proposed impacts to lakes ponds estuanes tributanes 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 Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑POT 4f Total open water �mpacts 4g Comments 5 Pond or Lake Construction If ond or lake construction ro osed then com lete 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 5f Total 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes permit ID no 5i Expected pond surface area (acres) 5� Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) If pro�ect will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below If an im acts re uire miti ation then ou MUST fdl out Section D of this form 6a ❑ Neuse ❑ Tar Pamlico ❑ Other Pro�ect 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) Tem ora T im act re uired? 61 ❑POT ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h Total buffer �mpacts 6i Comments Page 6 of 11 PCN Form — Version 1 3 December 10 2008 Version D Impact Justification and Mitigation 1 Avoidance and Mmimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts m desigrnng pro�ect Pro�ect used existing road beds for stream crossing no new crossmgs were made 1 b Speafically descnbe measures taken to avoid or mmimize the proposed impacts through construction techniques No digging in the stream was done rip rap placed carefully on existing stone in stream bottom 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the pro�ect require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U S or Waters of the State� 2b [f yes m�t�gation is requ�red by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes which mitigation option wdl be used for this � Payment to m lieu fee program pro�ect� ❑ 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 linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetfand mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a descnption of the proposed mitigation plan Page 7 of 11 PCN Form — Version 1 3 December 10 2008 Version 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Wdl the pro�ect result in an impact withm a protected nparian buffer that requires ❑ Yes ❑ No buffer mitigation� 6b If yes then identify the square feet of impact to each zone of the npanan buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible nparian buffer restoration payment into an approved in lieu fee fund) 6h Comments Page8of11 PCN Form — Version 1 3 December 10 2008 Version E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1 a Does the pro�ect mclude or is it ad�acent to protected nparian buffers identified � Yes � No withm one of the NC Riparian Buffer Protection Rules� 1 b If yes then is a diffuse flow plan included� If no explain why ❑ Yes ❑ No Comments 2 Stormwater Mana ement Plan 2a What is the overall percent imperviousness of this pro�ect� 1 313 % 2b Does this pro�ect require a Stormwater Management Plan� ❑ Yes � No 2c If this pro�ect DOES NOT require a Stormwater Management Plan explam why Pro�ect is not creating permanent impervious area 2d if this pro�ect DOES require a Stormwater Management Plan then provide a brief narratwe description of the plan � Certified Local Government 2e Who wdl be responsible for the review of the Stormwater Management Plan� ❑ DWQ Stormwater Program ❑ DWQ 401 Urnt 3 Certified Local Government Stormwater Review 3a In which local government s �urisdiction is this pro�ect� Randolph County ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW apply (check all that apply) ❑ USMP � Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No attached� 4 DWQ Stormwater Pro ram Review ❑ Coastaf counties ❑ HQW 4a Which of the followmg 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 attached� � Yes ❑ No 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements� � Yes ❑ No 5b Have all of the 401 Urnt submittal requirements been met� � Yes ❑ No Page9of11 PCN Form — Version 1 3 December 10 2008 Version F Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1 a Does the pro�ect 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 pro�ect require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)� 1c If you answered yes to the above has the document review been finalized by the State Clearing House� (If so attach a copy of the NEPA or SEPA final approval letter ) ❑ Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes � No or Ripanan Buffer Rules (15A NCAC 26 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) Permittee did not know that a permit of this type was needed since it was only a temporary disturbance at the time Decision has been made to request crossing to be permanent 3 Cumulative Impacts (DWQ Requirement) 3a Wdl this pro�ect (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 descnption Pro�ect disturbance is temporary only crossing wdl remain however no new permanent Impervious surface wdl be created 4 Sewage Disposal (DWQ Requirementj 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed pro�ect or available capacity of the sub�ect facility None Generated Page 10 of 11 PCN Form — Version 1 3 December 10 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Wdl this pro�ect occur in or near an area with federally protected species or � Yes � No habitat� 5b Have you checked with the USFWS concerrnng Endangered Species Act � Yes � No impacts� ❑ Raleigh 5c If yes indicate the USFWS Field O�ce you have contacted ❑ Ashevdle 5d What data sources did you use to determme whether your site would impact Endangered Species or Designated Critical Habitat� ih e U S� VJ � l�p�is o'� e. $¢-a.�'t-h 'EY•gi �e 6 Essential Fish Habitat (Corps Requirement) 6a Wdl this pro�ect occur m or near an area designated as essential fish habitat� ❑ Yes � No 6b What data sources did you use to determme whether your site would impact Essential Fish Habitat� i.10{t� i-{.abo�0.� C�hsz�-��,�,on Websi�e 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Wdl this pro�ect occur in or near an area that the state federal or tribal governments have designated as having historic or cultural preservation � Yes `� No status (e g National Histonc Trust des�gnation or properties sigrnficant in North Carolma history and archaeology)� 7b What data sources did you use to determine whether your site would impact historic or archeological resources� NC L�s��+�gs �„ #1.� 11a��a,o,,1 R os�(' o� Nls�+n'� �la.ce� as o� 11�21 11 8 Flood Zone Designation (Corps Requirement) 8a Wtll this pro�ect occur m a FEMA designated 100 year floodplam� ❑ Yes j� No 8b If yes explam how pro�ect meets FEMA requirements 8c What source(s) did you use to make the floodplain determination� �a�.do I Ph �u►n� � �$ �e.�� � �V�S � Il� 21 ( �l Applicant/Agents Printed Name pplicant/ gen s Signature Date (Agent s signature is valid only if an authonzation letter from the applicant is rovided Page 10 of 10 PCN Form — Version 1 3 December 10 2008 Version Randolph County NC Parcel Information Randolph County, NC - Parcel Summary Information Page 1 of 1 The data collection used to roduce this media was last u dated on 12/03/2011 5 00 07 AM Tax Information Parcel ID Nbr 6792754441 City Dist(s) (%) N/A Owner Name HUNT LINDA B Fire Dist(s) (%) TABERNACLE (100%) Owner Address 4962 REX RD School Dist(s) (%) N/A Owner CitylSt/Zip WINSTON SALEM NC 27107 Land Value $343 020 Property HAROLD LEE BRILES TR2 TR3 Budding Value $0 Description DEEDED ACC Farm Deferred Value $0 Deed BooklPage 002111/01218 Totai Reai Value $343 020 Plat Book/Page P683 PG65 Tax Bill Information Click for TAXES Revenue Value 0 Tax Assessment Date Purchased 01/09/2009 Informat�on Click for ASSESSMENT Tax Parcel Size 163 88 ACRES o All Assessed Values shown (Land Bwlding Farm Deferred and/or Exempt) are as of January 1st of the CURRENT YEAR o* Because every TAXPAYER or every PARCEL may not qualify please be advised o The Assessed Value shown does NOT reflect any Farm Deferred Value or Other Exemption Value and is only a summation of Land and Bwlding Values o The Calculated Tax shown is based on the tax rates for Randolph County and any City Fire and/or School Districts shown Only the Land and Bwiding Values are used for calculating the Calculated Tax� Top of Paqe Close Parcel Information Window Location Information Structure UNKNOWN Zornng Dist(s) ��RANDOLPH COUNTY) Address (Junsdiction) City/St/Zip TRINITY NC 27370 Growth (Postal Dist) Management SECONDARY GROWTH AREA Flood Zone Area (Map Nbr) NONE (3710678200K) School TASERNACLE ELEMENTARY Watershed UWHARRIE RIVER (LAKE REESE) Attendance UWHARRIE MIDDLE Area SOUTHWESTERN RANDOLPH HIGH Watershed WATERSHED Voter Precinct 36 TABERNACLE 7ype Township 18 TABERNACLE Subdrvision N/A Census Tract 305 04 Top of Pape Close Parcel Information Window Date/T�me Stamp All information on this media is prepared for the inventory of real property found within Randolph County All data including maps is compded from recorded deeds plats and other public records and data Users of this data are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information All information contained 12/3/2011 5 58 53 PM herein was created for the County s internal use Randolph County its agents and employees make no warranty as to the EST �Rectness or accuracy of the information set forth on this media whether express or implied m fact or in law including without Version 51 (October 2011) IimitaUon the implied warranties of inerchantability and fitness for a paRicular use Any resale of this data is strictly prohibited in Server 02 accordance with North Carolina General Statute 132 10 Grid is based on North Carolina State Plane NAD83 Toq of Paqe Close Parcel Information Window http //www co randolph nc us/scripts/esrimap d1l�name=Randolph&Cmd=CreateDataWin 12/3/2011 Randolph County, NC - Geographic Inquiry System Page 1 of 1 Date/Time Stamp All information on this media is prepared for the inventory of real property found within Randolph County. All data, inGuding maps, is compiled from recorded deeds, plats, and other public records and tlata. Usere of this data are hereby notifed that the aforementioned public primary information sources should be consulted for verification of the infortnation. All infortnation conlained herein was created for the County's intemal use. Randolph County, its agents and 12/3/201 � 5:58:50 PM Esl� employees make no warranty as to the conectness or accuracy of the infortnation set forth on this metlia whether express or implied, in fact or in law, inGuding without limitation the implied warranties of inerchantability and fitness for a particular use. Any resale of this data is strictly prohibited in accordance with North Carolina Generel Statute 132-10. Grid is based on North Carolina State Plane NAD83. 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OR 4X CIRCUMFERENCE OF LARGEST TIRE (WHICHEVER IS GREATER) 25' MIN. SILT FENCE, OR CONSTRUCTtON fENCE � / RENRNS EACH SiDE 1�. OR 25' RADIUS EXISTING PAVEMENT 2"-3" CLEAN STONE � ���� 10` MIN. OR 25' RADtUS PLAN VIEW �� _� CONSTRUCTION SPECIFICATiONS 1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE) 2. LENGTW - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET 3. THICKNESS - NOT �ESS THAN EIGHT(8) INCHES 4. WIDTH - NOT LESS THAN FULL WIDTH QF ALL POINTS OF INGRESS OR EGRESS 5. WASMING - WHEN NECESSARY, WHEE�S SHA�L BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASNING IS REQU(RED, fT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS fNTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE. 7HROUGH USE OF SAND BAGS, GRAVE�, BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHA�L BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUB�IC RIGHT-OF-WAY. THIS MAY REQUIRE PERiODIC TOP ORESSING W(TH A001710NAL STONE AS CONOlTIONS DEMAND AND REPAIR AND/OR C�EANOU? OF ANY MEASURES USED TO TRAP SEDIMENT. ALI. SEDIMENT SPI�LED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. �-r�����zE� �o�s-r����i � ��rR��c� NTS / S U R FAC E FLO W.� ,� �� �!;��i�_ / DIVERSION W W / I�//���i�;l,i. . � . ., W �Y W �Y �Y �y t j f�!!J I lr�+l��I �' / ��� . . . . / . ' •. Q � � � � ' ��.�,� W W ,Y �;`�� f��I ( , // �/ / /i� � .. . � ' �.,0000000000°oo����ti�t�,\�W �J1/�1111jr � G�� .� .� � .� �. . " � , ��' ., �'o 0 0 0 0 0 0 0 �.����` �ll�l 000000000 \/�j. \C�P � � �. 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' .. . � � ( � I � � �o� °o o° ao°o°o °o°o°o°o°o°o°o°� :��� • � ��� . ,�„�„ o000 �oo 0000000�. . �� i�f� ! � � o� o t� o 0 0 0 0 0 0 0 0•:. '� � ' E l��l�i 4! ! c� - o 0 0 0 0 0 0 0 0� � o 0000000000000000c. ~ ' � : .. . � W � o 00000000000 . .: �..: • . 'w, . ..�.."e . '���i i / � �. �. w o 000000c� . •�/ . . / / � .� .� .� .� .� �. ° ' • . : � /�/ .. �.:. •� . . . / / / �Y W J� �Y �Y W W / / ". W � STONE APPROACH SECTION 5:1 MAX. SLOPE ON BANK' TYP I CAL ISOMETRIC VIEW SURFACE FLOW DIVERSION ORIGINAL DRAINAGE WAY BANK ��� o W. L. o � o� o� 00 0��� �'°° �� �o�o�o 0 0 0�0�0���°`°"°`������o 0o TEMPORARY DRAENAGE WAY ACCESS 12" MIN. RIP—RAP (d50 = 8") 6" FILTER STONE (F.S. 1) TYP i CAL S ECTI 0(� .�. � � . . � �• �, � � �• • 12 GAUGE 4"x4" OR 2"x2" WE�DED WIRE NOOKED ONTO PREFORMED CHANNELS ON METAL POSTS ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC OR EQUIVILENT SECURED TO WIRE WITH METAL CLIPS OR WIRE AT 8" ON CENTER. MAX SEDIMENT STORAGE LEVEL IS 1/2 HElGHT. REMOVE SEDIMENT WHEN THIS �EVEL HAS BEEN REACHED OR AS DIRECTEO 6Y THE CONSERVATION ENGINEER i� NATURAL GRADE CARRY 6 TO 12 INCHES OF FABRIC INTO TRENCH. COVER WITH SOIL, TAMP °O AND BACKFILL CARRY 6 INCHES OF WIRE INTO TRENCH � METAL POSTS AT 8' O.C. MAX POSTS MUST BE 2' DEEP MIN. NOTE: SILT FENCES SHOULD NOT BE USEO AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED F�OW (CREEKS> DITCHES, SWALES, ETC.) TEM�ORARY SILT FENGE N.T.S. EARTHEN RIDGE -�-6'-0" W/ 2:1 SIQE SLQPES • �t�.,:,; � �� A;r �:fi �'" �' Fa. �8" .�„K, .;,.; }.,.;�_ti�:�, .. : ' -' �A'i.:��S7`r, 7'r'•'.; :r'>. ;;': . �i�a}t;� .�`:I�as'1i^li"' �-.i':i_..! SLOPE ';�,�,`,t,�i���t•y�^���.��ti �.; +:ar 59�� �— � �ee.�ew CQNSTRUCTION SPECIFICATIONS 1. lNSTAL� THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN CLEARED AND GRADED. 2. DISK TNE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL. 3. TRACK THE ftiDGE T0 COMPACT IT TO THE DESIGN CROSS SECTION. 4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET AREAS. WHEN NATURA� AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE OUTLET PROTECTION. 5. IMMEDiATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABiLIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHIC�ES. MAINTENANCE P E R I O D I C A L LY IN SP E CT RI G H T O F W A Y D I V E R S l O N S F O R W E A R A N D A F T E R EVERY NEAVY RAINFALL FOR ER4SION DAMAGE. IMMEDIATELY REMOVE S E D I M E N T F R O M T H E F L. O W A R E A A N D R E P A I R D I K E. C H E C K O U T L E T A R E A S AND MAKE TIMELY REPA{RS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT OF WAY DIVERSIONS IS PERMANENT�Y STABILIZED, REMOVE THE DIKE AND FIL� THE CHANNEL TO BLEND WITH TNE NATURAI. GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA. TYPICAL WATER BAR N TS BEFORE YOU DIG ! CALL 1-800-632-4949 N.C. ONE-CALL CENTER IT'S THE LAW ! PERMANENT SEEDING DEFINIT/ON Seeding distu�bed areas with pe�ennial g�asses and (o�) legumes to provide a permanent vegetative cover to lessen rurroff and soi/ erosion. PURPOSE To /essen soil erosion and permanently sfabilize disturbed areos c�eated by grading of construction sites. COND/TIONS WHERE PRACTlCE APPL/ES A// ba�e soi/ areas on construction : sites which dre not covered by structures o� other erosion contro/ devices. PREPARAT/ON Prepare seedbed by ripping, chrseling, ha��owing or p/owing to depth of six inches so os to produce a/oose, fiiob/e surface. Remove, al/ stones, boulders, stumps or deb�is from the surface which would prohibit ge�mination o� p/ant growth. Spread topsoil in a Jayer 3" - 6" depth. fnco�po�ote into the soil 80Q to 1, 000 pounds ` of 10-10-10 ferti/izer plus 50Q pounds of 'twenty percent (209� superphosphate pe� acre and two tons of do%mitic lime pe� ac�e unless soi/ tests indicate that a lowe� `�ate of lime can be used. Mulch after seeding with 1.5 tons of grarn straw per acre and: either crimp straw into soi! or tack with liquid aspha/t at 400 ga//ons per acre o� emu/sified aspha/t at 300 gal/ons pe� acre. PL4NTS & M/XTURE PLANT/NG RATE/ACRE PLANTING DATES Tall Fescue 100-150 /be. Aug. 15 - Oct. 15 (Low Maintenance) Feb. 15 - May 1 ia/l fescue 200-250 /bs: Aug. 15 - Oct. 15 Wate�ways and Feb. 15 - May 9 Lotvns (High Marnt.) B/end of two tur•f- 200-250 /bs. Aug. 15 - Oct. 15 type tal/ Fescues Feb. 15 - Moy 1 (909') and two o� more improved Kentucky b/ueg�ass varieties (109) (high maintenance) Tall Fescue 100 lbs. : Feb. 75 - May 1 and and Aug. 15 - Oct. 15 Kobe or Korean 20-25 /bs. Gespedezo Tal/ Fescue 50 /bs./acre Nov. 1- Feb. 1 (Unscarified) Ta// Fescue and 60 /bs. July and August German Mil/et o� and Sudangrass 2 30 /bs. ToII Fescue 70 /bs. No v. 1-✓on. 30 and ond Ryegroin 2 25 /bs. Comrrron ,8ermudagrass 8/bs. (hul/ed) Apri/ 15 - June 30 15-20 /bs. (unhulled) Feb. 1- March 30 1 For sprrng seedings, use Sca�ified Lespedezv seed. For lote fal! and winter seedings, use unscarified seed. 2 Annuols such as Mi!let, Sudongrass and Ryeg�a/n must be kept ot 10-12" maximum hefght. TEMPORARY S�EDIf�G SPECIFrCATlO�IS COAST�L PLAIN REGION Appiication Rates (Ib/ac) Recommended Species 10-10-10 A griculural S t r a w See ding Da tes See d Fertilizer Limestone 120 DEC. 1- APR 15 KOBE 50 �50 2,000 4,000 APR 15 - AUG 15 GERMAN MILLET 40 750 2,000 4,Q00 AUG 15 - QEC 3.0 RYEGRAIN 120 1,000 2,000 4,000 GENERAL EROSfON CONTROL NOTES THE CONTRACTOR SHALL TAKE All REASONABLE PRECAU110NS TO AVOIQ THE SI111N6 OF STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE COtdSTRUCitON OF 1HIS PROJECT. EFFEGIIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO TNE COMMENCEMENT OF CLEARING, GRA�ING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB TNE NATURAI. PROTECTION. THE EROSION CONTROL DETAIIS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. TNE DE7ERMINATION OF WHICH DETAIL IS APPUCABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICAl10tdS FOR A OESCRIP110N OF ADDITIONAL EROSION CQNTROL REQUIREMENTS. THE COIViRACTOR SHALL MAINTAIN ALL EROS[ON CONTROL OEVICES IN A GOOD, WORK(NG STATE OF REPAIR UiVTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES � SHALL BE REMOVED ANO OISPOSED OF SO AS TO CAUSE NO STREAM SIITATION. WHERE CULVERT PIPES ARE TO BE INSTALLEQ UNDER ROADWAYS, THE CONTRACTOR SHALL INSTALL THE CULVERTS AS RAPIDLY AS IS PRAC�iCAL, BAGK FllL IMMEDIATEIY AND RIP RAP THE UPSTREAM AND QOWNSTREAM SIDES OF THE STREAM CHANNEL. ��� � �` 11�;�1� � �,s e�s� :O ��' ��i .` \ � �� . .` 'v P�, � : q O ✓��` I . �. � �+ Q �y�� vW r v z �'^ � � � � ,`^'� � v, � V1J r :,s �°� `�� c,�`; so CS'Q d � , s� aQ- �� �� e ♦ /V N , ,�� ,,���4��+n n N'���,,, � � `�-�. ��., CJ �~ � � � � `i��.3 � . �I O N U �,.,) N j'� 0 V 1< °� � � � � p r 0 �� ,� � � � o � � N � � � � o :� �. 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