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Home My WebLink About20150050 Ver 1_Shoreline Stabilization_20150115� R f(% State of North Carolina 2 0 1 5 0 0 5 0 Department °of�Environment and Natural Resources Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization Division of Water Resources FORM: SSGP 10 -2013 Shoreline Stabilization Application Form Three copies of the application (including attachments) and the application fee should be sent to: Division of Water Resources 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 -1617 F1 1 b 2015 � I. Applicant Information [15A NCAC 02H 0502(a)) DEN R-wAi 401 8 BUFF 1 Owner Information L-�– Name: ,,, X- CA,,e 6J-010 Mailing Address 11-5'96 41-6C4,1na u16d'� �.cJ V Jr' Telephone Number. -7v4 5-79- d ,96Fax Number E -mail Address. ,-/164/2 Lff(O N e coCreQL'A)A 6,!r4 2 Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter (a form can be downloaded here: http / /www saw usace army mil/ Portals /59 /docs /regulatory /regdocs /Permits /SAMPLE AGENT AUTH ORIZATION FORM rdf) must be attached if the Agent has signed this application form. Name Company Affiliation Mailing Address Telephone Number Fax Number E -mail Address: Person to receive the Certification Approval 11. Project Information [15A NCAC 02H 0502(a) & (b)] 1. Attach a vicinity map (i a street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces, FORM SSGP 10 -2013 Page 1 of 3 f J f etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc ) 4. Location of the property (where work is to be conducted) County* A4 'J c_'-M cR V Nearest Town 1.1 7, t x Subdivision name or site address (include phase /lot number). 7-1,c ,e' &- J ,,j , 60 7_24' 1 Directions to site - please include road names and numbers, landmarks, etc.: Latitude (in decimal degrees) Longi$ude (decimal degrees) 5. Describe the existing land use or condition of the site at 'the time of this application (residential, undeveloped, etc.) /1�.�'i /- n) �. 6. Property size (acres) 0. 6' \ 7 Lake/ river/ ocean adjacent to property I.,g L5 T��✓e 8 Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary) o J Zia 7m ri 1 9 Will work be conducted from land? � From water? ❑ 10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc ) below the normal pool lake level/ Normal Water Level in square feet or acres x l (v S 9s- 11 Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in square feet or acres- S>C l6 S=� �'or ,; � E l 12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and " 50 feet landward to be impacted (number of trees, for instance). 50 ,,r' j CC-S Signature Printed Name [15A NCAC 02H 03.02(f)l Agent's signature is valid only if an authorization letter from the owner is provided Date FORM SSGP 10 -2013 Page 2 of 3 /' J Full Pond/ Normal Water Level Shoreline La ke (At Full Pond/ Normal Water Level) j �P r Q i a f Vi x/60 Please approximately sketch the following information on this plan (provide dimensions for each item, such as 10 ft x 100 ft)*, 1. All proposed vegetation clearing 2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation 3 Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation 4. Location of any proposed structures such as buildings, retaining walls, docks, etc. 5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation 6. Location of construction access corridors FORM SSGP 10 -2013 Page 3 of 3 ' iftery- Spartsma❑ Green %p j_ �1 Sugarloaf Shores m Or tvllt.t =� �1O o Woodrun Shores JRiverHaven 1 ° M J 3 ai �r ' iftery- Spartsma❑ Green %p j_ �1 Sugarloaf Shores m Or tvllt.t =� �1O o Woodrun Shores JRiverHaven 1 ° M J 3 ai • a6.Cic i° ,yam - \ \� • • 't ' � ' + � � l � •' � x _.- .,,..rte'..... -� ." ' �� , � ,� � !/a L � - . � , � eA •T� f _ sue. -� .. • , 'F. - � ,. i4�f i � � "t k r :+' • � '� ,fie,; A S16 4r el dop +' � ' j` .1. .,1+ `2��.: *a��r �� J r r 'mow +�'• �. 1 �', '7 `�1 _ f t, r.. � •Y. s•�w. r fA v - :� , �^ / ` �r� �� ,�'i =r1�, � ♦ �• �'. . � of 'r`A„�, TEMPORARY WORKSPACE ®•o / EXISTING 16" GAS LINE (TO REMAIN) / rQ TRACT 4 MABLE H .ROWN (LIFE ESTATE) i C.A. BROWN JR. D,.;,. 511, PG. 272 P14#930616100100 a o REVISION REV I DATE I DESCRIPTION MATERIAL MK NO I QTY Knowwharsbelmw. CBll before you dig rlww&dmvnt I'Matuimcal Gao x r PREPARED BY - (ENERGY YINFRASTRUCTURE 1420 DONELSON PIKE, SUITE Al2 • NASHVILLE. TN 37217 615-383-6300 • FAX 615-383-6341 • WWW.ELI-LLC.COM ENGINEERS SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL 0 BM ENERGY LAND 6 INFRASTRUCTURE LLC. All RIGHTS RESERVED SCALE: DESIGNED BY: AS SHOWN SWH ISSUE DATE: DRAWN BY: X)m CAJ ELI PROJECT NO: CHECKED BY: 14-21-3007 SWH CLIENT: PIEDMONT NATURAL GAS CLIENT PROJECT NO: XX)=X PNG 2014 CLASS LOCATION REPLACEMENT ROBESON COUNTY, NORTH CAROLINA SITE 2 - LUMBER RIVER OVERALL SITE LAYOUT BID SET IIREVISION: - --- I DRAWING NO: 3007-02-007 PROJECT DESCRIPTION THIS DESIGN IS FOR A HORIZONTAL DIRECTIONALLY DRILLED BORE FOR A 16" NATURAL GAS PIPELINE. EXISTING SITE CONDITIONS THE DESIGN CROSSES THE LUMBAR RIVER, EXISTING WETLAND \ AND R.O.W. \ 1 GENERAL NOTE ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL REGULATIONS. NOTES: INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL \ BORE LENGTH: FEET ' OQ\ / / PIPE SPECIFICATION: 16" O.D., 0.375" W.T. X-65 / \ ' l2• / HDD CALCULATED APPROX PULLBACK LOAD: 98,813 LBS *CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES EXISTING GAS LINE (TO REMAIN) ' \ ! ' EXISTING 70' / , ` / BEFORE CONSTRUCTION BEGINS. Js, / GAS EASEMENT 1 - - - - - - - o EXISTING 16" GAS LIME EXISTING 16" GAS LINE \ '' D.B. 1875, P.G. 147 c\lo- - - - - (TO REMA[�W) (PORTION TO BE ABANDONED) ' ` + r Cl- - - - - EXISTING 50 \ 8 ' 1 o O o _ - _ o - - o _ ;/ \ < STA 26+84 \ m 1 �/ N + o -p - - oo - - - - o o GAS EASEMENT HDD Point 80 1 ---- aGAS-daAs M d + + + -o-- Lr) GAS ---its ---GAS -_�:. �t � a0 s%rn - - _o - -c \�. �' op o .p' f o oQ G� o p EXISTING 16" GAS LINE RIG SIDE LO �: --GAS _'`to s � —GAS --GA � tii � 3 + IN +Q +O +O o $ (PORTION TO BE ABANDONED N 366146.21 ' D `r` ) S GAS --,-``_ - Lo ,1� L0 'ITLO In ° co + o E 1903277.76 c L: i JAS - - - - - / / sAS -GAS ` \ is % i Lo L(7 \ to + O O ,�.,�,dd — __ — — — ._.. — _. Gp5 GEIS ....._ GAG ""9 GASi GAS �-- GAS i-- GAS -I--- GAS -}--. GAS °e _ ----_ _/ _ �' O O I GAS --}- GAS GAS ' ---}- `:, - /�5 ' " - - i In \ tp tCJ O O O O' p O / p / i 1 d IA -iEXf+�E (cs ,'- .?--�-- yrp_- --------- ----- - } �- to Q Cfl N C7 + h E / F Q / p O 1 O N db - - - _ - - _ -tC� ...' --_- O CO h.. / 00 + + o o - - - - - - - - - - - - - - - - - r ( r�X HEX s)E)E�F X- QCs C�E�EX X :BHE�C SCBE 3otyA7cTCllriri�rrt 71lC�SRX 3V _GAS —G.4S _ �- _ to LOU") — — — _LO — LD tD Lb � r- n �"r�k / / i. ti / (fie eme O O y } GAs -GAs c -,<s. - G,as - - - _' " -_ - - - - - Lf) L0 Lo Lo. m• — - - a - _ / se ms O O -'^- ..�-� a � � �� .. �.�.,.�: GAs -- Gnarl' Grs - - "' --- - ' ,- _ �� -- - _ , to / �.. Ln � �i ln• • tC) } ( ` y��y� �y g VV p® ®eik•mememe O .. ., - ... _.. - ...,.:,_ Ro-or�..�..,,,.�wvr--,✓�-�.r-..,..,o, ., _. �Sy�C'71 A�%9"'��l%Y�A,�',i'E�CIC�. n.....d��...�e...a..<:.A CF.� - ",o<� .�. - — .— .._ Ln . / r, < i O ♦ - € �'' - X�EiE C iHC -- GA_ ^ — — _ — ,_ — — -._ __fes�7cc ,y @�,y(�y�� _ o L� - _ - - �f�EXHHF ` y� �y �,f�v �(� �/ �/ �{, y� �G/A�S/ — GA' ----=� GAS ---� arw,s,e P � / // r memem .m®ememememe emtmem•m•acme.n�ae omememememmert�a ....•m•mo momo O �ti`-, `. � - / � - .. -- -- — - ��!^�� R�i4 `79'rJ47C- NP 7c7rJ_� — — / — Y tttt i-% a�ii�c _ At+PHl/lVJQ JIT/L '^4 (�•msmeme® emeems a __ - ...... '% — — _. — _ 7� �/��y_ y t IGAS - �S YK+T n7YX X7C7f --._ -msw�� GAnr*�+eras � `..._ ff ( A GA -{- GAS S s Lig c �� ®H®s ®1. -,........ i 1 "` ^�w�.r�-...,..._,-.r.,.,..a,-„.v.'aaa--„,,,-�..... V '_'^”"�,AS . V Yi / PROPOSED c tale`® �■ ■L� 1� GAs .�j ' ` AS -- GAS g �emememem�meme •m.m:'fi. e ) Ti \ TEMPORARY WORKSPACE ,..� oJew + + o O� '\ , o - / ? r r N c� + + \+ A p O rae ap as ®, ee ® mom m ®® Y I ' r00 / CO + _ _ + �� O. O p eatl aso ®4■,. ■re e■ .� O; r II + �� + ` 3 PROPOSED 16" �,A � N N N �"� d• to + + + o , \ N (V O de•m•me emil•emsmemmramemomNememi O STA 8+48 CP #4 CP #3 GAS LINE N,' \ N N N M r r M M HDD Point 80 STA 9+90 STA 12+15 PIPE SIDE N 366869.64 N 366773.11 CP #2 CP #1 \ PROPOSED / GEO-CORE N 366934.96 E 1901745.67 IE. 1901948.96 STA 23+16 STA 25+41 TEMPORARY WORKSPACE , STA. 29+61 E 1901619.48 PT PC - - _ - N 366302.83 N 366207.95 \ / OFFSET= -19.0 1 E 1902944.38 E 1903148.55 PROPOSED ® PT PC PERMANENT EASEMENT PLAN \ / ALIGNMENT PLAN SCALE: 1” = 100' GRAPHIC SCALE (IN FEET) 100 0 50 100 200 Wall 1010 a. 1 inch= 100 ft. 210 210 PROFILE ,.. , 200 VERTICAL SCALE. 1 - 10 200 - - - - - - - - _ ;_- - - HORIZONTAL SCALE: 1" = 100'---- ---- -- - STA = 8+44' GEO CORE STATION = 29+61.4 HDD POINT 80 STA = 26+84 SURF ELEV. = 178.4 PIPE SIDE HDD POINT 80 TERM ELEV = 119.1 RIG SIDE OFFSET = 19.0 (LEFT) 190 - _ - - --- - - -- - - - - - - - - - -- 190 v w- 180 > 180 170 170 TANGENT LENGTH = 142.90' TANGENT LENGTH = 144.66' 160 - - -- - _ -- - - - 160 CP #4 STA = 25+41 - _ _ - - - -- DEPTH = 19.10 - --- 150 STA - 9+90 - DEPTH = 17.81 PC PT TANGENT LENGTH = 1097.24' -- _ -- -- 140 RADIUS OF CURVATURE = 1600' _ - -- --- -- __ ___ - - -- - -- RADIUS OF CURVATURE 1600 - - -- 140 CURVE LENGTH = 223.4' CURVE LENGTH = 223.4' CP #3 CP #2 130 STA = 12+15 STA = 23+16 _ - - - - - - -- 130 DEPTH = 33.81 DEPTH = 34.73 PT PC 120 - - - -- -- - --- - _ - - - - - ---- - - - - - - -- 120 118 -` 118 LO 'I M O O O O O O O O O O O ' O N I d O N ch 00 04 O r d 0 r O r' O M O ti O � O N O O O 0 0 N O LO O N O) M d Q p O (0 N co 00 O d d ei r- t1 p r- O Lt) O Q O to O O O CO O r O d O O O to O Cfl O d d p •6 C4 Cal to ' d r Lo Lo CO Cfl d d CO co LO O r- Lo r- Lo CO 0 d a0r- r Cfl r CS) N N r N r N N N N N r N h N N I,- N d N r to r r � - Lo if r St r d' el' SY iY r• d" et '7 r �' d' r d' d' - � r to r CO r r r r r e•- r r r r r r r r r r r r =00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 REVISION ® Knowwhaftbelow■ Call bdorelon ® T� t�� 3 Natui cal Goo PREPARED BY: ® ENERGY LAND & INFRASTRUCTURE 1420 DONELSON PIKE. SUITE AI2 • NASHVILLE, TN 37217 615-383-6300 FAX 615-383-6341 • WWW.EU-IIC.COM ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL »; 0 2014 ENERGY LAND 61NFRASTRUCTURE. LLC. ALL RIGHT'S RESERVED \ / REV DATE DESCRIPTION XXXX CAJ ELI PROJECT NO: CHECKED BY: 14-21-3007 MATERIAL SUMMARY MK NO QTY DESCRIPTION;x 1 1,852' 16" O.D. 0.375" W.T. X-65 PIEDMONT NATURAL GAS CLIENT PROJECT NO: SCALE: DESIGNED BY: AS SHOWN SWH ISSUE DATE: DRAVAI BY: XXXX CAJ ELI PROJECT NO: CHECKED BY: 14-21-3007 SWH CLIENT: PIEDMONT NATURAL GAS CLIENT PROJECT NO: XXXXXX PNG 2014 CLASS LOCATION REPLACEMENT ROBESON COUNTY, NORTH CAROLINA SITE 2 — LUMBER RIVER HDD BORE PLAN & PROFILE BID SET REVISION: --- DRAWING NO: 3007-02-008 Ib '`•.¢\`� LIMIT OF DISTURBANCE = 0.44 ACRES 1b e® s° °o a REVISION REV I DATE DESCRIPTION IT1190r MATERIAL SUMMARY V O ice; x0 ®®� Know. what's be101A6 Call before you dig. PREPARED SY- ENERGY LAND & INFRASTRUCTURE 1420 DONELSON PIKE, SUITE Al2 • NASHVILLE. TN 37217 615-383-6300 • FAX 615-383-6341 • WWW.ELI-LLC.COM ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL 0 2014 ENERGY LAND & INFRASTRUCTURE. LLC. ALL RIGHTS RESERVED PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW GAS LINE CROSSING MILTON RD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 0.68 ACRES. EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN AUGUST 2014 AND BE COMPLETE BY NOVEMBER 2014. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING: • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 2. HOLD PRE -CONSTRUCTION CONFERENCE. 3. FLAG CONSTRUCTION LIMITS. 4. INSTALL EROSION CONTROL MEASURES. 5. BEGIN CLEARING. 6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. 7. BEGIN INSTALLING PIPE. 8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. 9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD. 10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE. 11. PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. ALL STREAM AND/OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE. 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 3. SILT FENCE SHALL BE INSTALLED DOWN -GRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE FOLLOWING MIX: KENTUCKY 31 FESCUE (55%), ENGLISH RYE (20%), KOREAN LESPEDEZA (15%), GERMAN MILLET (10%). 7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE. 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE. 6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND/OR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING. 11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. SCALE: AS SHOWN DESIGNED BY: SWH PNG 2014 CLASS LOCATION REPLACEMENT ROBESON COUNTY, NORTH CAROLINA mrmiedm%ont I z iaIL2 DRAM, BY: XXXX CAJ zN IL Ul SITE 2 - LUMBER RIVER ;V"t al 14-21-3007 SWH _ EROSION CONTROL PLAN CLIENT: PREPARED SY- ENERGY LAND & INFRASTRUCTURE 1420 DONELSON PIKE, SUITE Al2 • NASHVILLE. TN 37217 615-383-6300 • FAX 615-383-6341 • WWW.ELI-LLC.COM ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL 0 2014 ENERGY LAND & INFRASTRUCTURE. LLC. ALL RIGHTS RESERVED PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW GAS LINE CROSSING MILTON RD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 0.68 ACRES. EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF GRASSED RESIDENTIAL; EXISTING UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN AUGUST 2014 AND BE COMPLETE BY NOVEMBER 2014. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING: • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 2. HOLD PRE -CONSTRUCTION CONFERENCE. 3. FLAG CONSTRUCTION LIMITS. 4. INSTALL EROSION CONTROL MEASURES. 5. BEGIN CLEARING. 6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. 7. BEGIN INSTALLING PIPE. 8. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. 9. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD. 10. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE. 11. PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. ALL STREAM AND/OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE. 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 3. SILT FENCE SHALL BE INSTALLED DOWN -GRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 6. BUFFER DISTURBANCES AS NOTED ON THE PLANS SHALL BE SEEDED AT A RATE OF 20 GALLONS PER 100 L.F. OF BUFFER DISTURBANCE USING THE FOLLOWING MIX: KENTUCKY 31 FESCUE (55%), ENGLISH RYE (20%), KOREAN LESPEDEZA (15%), GERMAN MILLET (10%). 7. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE. 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE. 6. STREAM AND WETLANDS, IF PRESENT, SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND/OR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. IF A FRACTURE IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING. 11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. SCALE: AS SHOWN DESIGNED BY: SWH PNG 2014 CLASS LOCATION REPLACEMENT ROBESON COUNTY, NORTH CAROLINA ISSUE DATE: DRAM, BY: XXXX CAJ SITE 2 - LUMBER RIVER ELI PROJECT NO. CHECKED BY: 14-21-3007 SWH _ EROSION CONTROL PLAN CLIENT: PIEDMONT NATURAL GAS BID SET CLIENT PROJECT NO: XXXXXX �"`�'� 3007-02-01 REVISION: DRAWING NO: