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Home My WebLink About19960814 Ver 1_COMPLETE FILE_19960826 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality Ja m es B. Hunt, Jr., Gove mor Jonathan B.l-bwes,Secretary A. Preston I-bward, Jr., P.E.,Director .RA DEHNR September 4, 1996 Guilford County DWQ Project # 960814 File No.: I 441-00-1604.00 APPROVAL of 401 Water Quality Certification Mr. Arthur Dailey Duke Engineering & Services 400 South Tryon Street Suite 2100 Charlotte, NC 28201-1004 I , Dear Mr. Dailey: You have our approval to place fill material in 0.02 acres of wetlands or waters for the purpose of constructing a gas pipeline at White Street Landfill Gas Collection System, as you described in your application dated 23 August 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3022. This certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your 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 which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 telephone John Dorney at 919-733-1786. Attachment r , ~ cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office Mr. John Dorney Central Files 960814.1tr Division of Water Quality . Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer . 50% recycled/10% post consumer paper ~ DE~S ~ Duke Engineering & Services Ii II i ~<'a E' 400 South Tryon Street PO, Box 1004 Charlotte, NC 28201-1004 704 382-9800 Fax 704 382-8389 August 23, 1996 RECEIVED AUC 2 6 199f ENvIRON CJ ~NTAl Sc'C'" ,~ ~JCH IC"'CfS . .. .;......, ,,,, r ( i ) ~ John Dorney Division of Environmental Management NC Department of Environm~nt, Health, and Natural Resources 440 I Reedy Creek Road Raleigh, N.C. 27607 Subject: White Street Landfill Gas Pipeline Submittal of Plan and Profile for DEHNR Review File: I441-00-1604.00 Dear Mr. Dorney, Attached is the joint form for Nationwide Permit #12, with plan and profile drawings showing the alignment of a landfill gas pipeline for DEHNR review and approval. As discussed previously with John Thomas of the Army Corps of Engineers, the landfill gas pipeline crosses four streams (listing from east to west, the direction of gas flow): an unnamed branch which feeds North Buffalo Creek, Muddy Creek, North Buffalo Creek, and an unnamed branch which drains White Oak Lake into North Buffalo Creek at Cone Mills. The first three crossings will be above grade, the last crossing will be below grade. The White Street Landfill Gas Collection System is a venture to collect landftll gas (primarily methane) from the landtill and pipe it to a Cone Mills boiler for consumption. We are working with the City of Greensboro, NC DOT, and the Corps of Engineers to obtain needed permits and agreements to faciJitate this venture. The proposed pipeline right-of-way from the landfill boundary to Cone Mills was walked by Robert Siler of Duke Engineering to survey for wetlands and state or federal level protected species. Mr. Siler found neither wetlands nor evidence of protected species in the entire alignment (outside the landfill boundaries). The right-of-way is 30 feet wide. Attached to this letter are 12 draft drawings of the proposed alignment of the 3 mile pipeline including plan and profile of the four creek crossings. The 16 inch diameter PE 3408 (polyethylene), SDR 17 pipe wij] be buried with a minimum 3 foot cover when underground, and 16" diameter steel pipe will be used when crossing over the creeks. Concrete piers will be used to support the pipe at or above the steeply incised banks of creeks for the three creek crossings, with no piers in the normal flow streambed. The pipe will be buried with three feet of cover when cro:;sing the unnamed branch below grade. The first (eastern) unnamed creek crossing location has a 100 year flood level of 711.' Our alignment crosses 80' downstream (north) of the centerline of White Street at an invelt elevation of 710'. This stream passes under White Street in a culvert. The flood Page 2 To: Subject: John Dorney White Street Landfill Gas Pipeline Submittal of Plan and Profile for DEHNR Review information is taken from FEMA Flood Insurance Rate Map for City of Greensboro, Guilford County, Community Panel Number 375351-009C dated September 30, 1988. The Muddy Creek crossing location has a 100 year flood level of 712.' Our alignment crosses 75' downstream (north) of the centerline of White Street at an invert elevation of 711'. The stream also passes under White Street in a culvert. Please note that a 48" diameter sanitary sewer main crosses North Buffalo Creek 125' upstream of our pipeline stream crossing alignment. The sewer main has an invert elevation of 710.75,' the stream has a normal flow elevation of 699.8,' and a 100 year flood elevation of 721' at that location. Our alignment crosses North Buffalo Creek at an invert elevation of 712.5' . The unnamed branch which drains White Oak Lake into North Buffalo Creek at Cone Mills has a 100 year flood elevation of 727' at that location. Our alignment crosses underground 800' downstream (south) of Sixteenth Street on Cone Mills property. The 100 year "floodplain" is 495' wide at that point. Please review and submit for processing the attached information as soon as possible as we are starting pipeline construction on August 30, 1996. Please contact me if any other information is needed for DEHNR review of this project. My phone number is (704)382- 0025, and fax number is (704)382-3105. ~~/!!Ef}:zSngineer RENEWABLE ENERGY Attachment cc: T Coyle F Coggins L Frick B Rowland DES Records Center R Siler DEM~: 1.6 08' f~ 96- 3 1 ( ACTIONID: Nationwide Permit Requested (Provide Nationwide Permit :Jf): 12 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engjneers NaUonwlde permits that require. application for Section 401 certlftcation , vn..MlNOTON DISTRIcr ENOlNEER WATER QUALlTYPLANNING I ".' " ; DMSION OFENVIRONMENTALMANAOEMENT I NC DEPAlUMENT OP BNVIRONMENT. BEA.I.XH. us ARMY CORPS OF ENGINEERS AND NATURAL RESOURCES : REGULATORY FIELD OFFICE ' 14401 Reedy Creek Road i 6508 FALLS Of'NEUSE ROAD, SUITE 120; Ralej.~h. North CaX"olina 27607 RALEIGH NC 27615.6846 I ATI'N; MR. JOHN DORNEY ~ :._:--:~---__. ,.__ _----' Tclephooc (919) 733.S083 . ONE (1) COpy OF THIS COMPLETED APPUCATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN m. COPIES SHOULD BE SENT TO mE N.C. DMSION OF ENVIRONMENTAL MANAOBMENr. PLEASE PRlNT. 1. Owners Name: Duke Engineering & Services, contact is Arthur Dailey 2, Owners~: ~OO South Tryon Street, Suite 2100, Charlotte, NC 28201-1004 3. OwnetsPhoneNumber(Homc): 70,4-364-3989 (Walt): 704'-~82-0025 4. H Applicable: ~respcmsib1e corporate offic~ address, phono DUmber. Charles B. Aycock, Vice President, DE&S 400 South Tryon Street, Suite 2385 Charlotte, NC 28201~1004 704-382-3"411 S. t.o=onofwork(MUST,ATIACHMAP). County~ Guilfo.rd County Nearest Town or City: Greensboro. NC Specific ~tiOIl (Include road m.imbc:rs.landmatks, etc.): P.ipeline follows north side of White Street from landfill to Duke Power transmission ri~ht-of-way. Then south 3ide of Duke R/W to Cone Mills on Summitt Avenue. 6. Name of Closest StteamlRiver: North Bu'ffalo Creek 7. RiverBasin: Haw River , 8. Is this project located in a watershed classifIed as Trout. SA. HQW, OR~T, WS 1, or Ws n? YES {] NO DO 9. Have any'Scc!iolJ,404 permits been previously reqUl!lsttd for use on this property? YES [] NO [x} I!~, explain. 10. EsVTf1l1tHl total number of acres of walerS of the U.S., including wetlands, located on projt;et site: 0.08 !cres, allof which are creek crossin~s. no wetlands on R/W 11. Number of acres of waters of the U.s.. including wetlands, impacted by the proposed project: Filled~ Drained: Flooded: None None None Excavated; tL, Q, a,c.rPR Total Impacted: 0.02 acres (1 stream crossing) tra.d 6all! 9661.~1.8a ^~Ol~'n93~ H913'~~ wo~~ 12. Deseripti.cm ofprop<*d wort (Attach PLANS..S 112" X 11" dmwiDgs oo1y); Ins tall landf ill gas transmission pipeline from City of Greensboro White Street Landfill to Cone Mills ~ on Summitt Avenue. Cone Mills will burn gas in their boiler. 13. Purpose ofprop<*d work: To supply industrial customer' with energy source. 14. Swe reasons why the applicant believes that this activitv must be carried out in wet1AnC:ts. Also. note IIJeaSI1l"e$ taken to minimi~ wedaDd imPActs. No weflanas or endangered s~ecies on righi.::of-way per survey by Rober Siler of Duke Engineering. IS. You ale ~ to COI1mct the U.S. FISh and Wildlife Service (USFVIS) aodIor National M2riDe FISheries Service (NMFS) reprdiDgtbc~ or any FederallyUsted orpmposedforlistiDs~CJr'~ ~es orcrirical babiw in the permit area that may be a1fected by the proPoSed pl'ojecL Have you Ckmc so? YES [] NO [xl RESPONSES FROM THE USFWS AND/OR NMPS SHOULD BE FORWARDED TO CORPS. 16. You arc required to CODIaCt the Scale Historic Preservation Officer (SHPO) xcgarding the ~ of historic properties in the pmmit aICa which may be aff~d by the proposed project? Have you done s01 YES [] NO [ xl RESPONSE FROM THE sHPo SHOULD BE FORWARDED TO CORPS. 17. Additional infotmarlon required by DEM: A. Wetland deJi-vtl'!:Stion map showing all wetlands.. streams, and lakes on the property. B. If available. rcptCSCDtaUvc photoaraPh of wetlands to be impar;tcd by project. C. If delineation was performed by a consultant. include all data sheets xclCVlmt to the placement of the dcllDcatioo.linc. D. If a stormwatt:r management plan is..rcquired for this project, auach copy. E. What is land use of SUIroUI1ding prnperty1 Undeveloped property, electric &' sewer R/W. F. If applicable. what is proposed method of sewage disposal? Pipeline cong~nsa te to sanitary sewer ~~ t? jzj /9'c , Date l:B.d 6B:tl 9661.n.S0 ^MOl~'n93~ H913'~~ WOM3 ~ DE&S ~ Duke Engineering & Services 400 South Tryon Street P.O. Box 1004 Charlotte, NC 28201-1004 704 382-9800 Fax 704 382-8389 August 23, 1996 John Thomas Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, N.C. 27615 Subject: White Street Landfill Gas Pipeline Submittal of Plan and Profile for Wetlands Review File: 1441-00-1604.00 Dear Mr. Thomas, Attached is the joint form for Nationwide Permit #12, to be included with the submittal from August 6, 1996. Also attached are updated prints of the plan and profile drawings showing the alignment of a landfill gas pipeline for your review and files. The previous letter is also attached for your convenience. The stream crossing designs have been modified after our phone discussion on August 12 so that the pipeline elevation is set above that of the steeply incised banks of creeks, instead of above the 100 year flood elevation. Please review and process the attached information as soon as possible as we are starting pipeline construction on August 30, 1996. Please contact me if any other information is needed for Corps review of this project. My phone number is (704)382-0025, and fax number is (704)382-3105. .~ B0~ Art ur D. Dailey, P.E., Sen~or En~neer RENEWABLE ENERGY Attachment cc: T Coyle F Coggins L Frick B Rowland DES Records Center R Siler ~ DEo,S ~~ Duke Engineering & Services t/ C P;" art L." v. I d 1.,. . u Jul,., Dorl'1tj 400 South Tryon Street P.O. Box 1004 Charlotte, NC 28201.1004 704 382-9800 Fax 704 382-8389 August 6, 1996 John Thomas Army Corps of Engineers 6508 Falls Neuse Road, Suite 120 Raleigh, N.C. 27615 f! c<-:-h cr",- ("t /. ?L.u~1 /2- ~- "I",v CJ.- b<> \/ JL b4~"- k.5 ~() {AA:..1.'.l_ Subject: White Street Landfill Gas Pipeline Submittal of Plan and Profile for Wetlands Review File: 1441-00-1604.00 Dear Mr. Thomas, Please review the attached plan and profile drawings showing the alignment of a landfill gas pipeline for applicable pennitting requirements. As discussed previously with Tom Coyle of Duke Engineering, the landfill gas pipeline crosses four streams (listing from east to west, the direction of gas flow): an unnamed branch which feeds North Buffalo Creek, Muddy Creek, North Buffalo Creek, and an unnamed branch which drains White Oak Lake into North Buffalo Creek at Cone Mills. The first three crossings will be above grade, the last crossing will be below grade. The White Street Landfill Gas Collection System is a venture to collect landfill gas (primarily methane) from the landfill and pipe it to a Cone Mills boiler for consumption. We are working with the City of Greensboro to obtain needed permits and agreements to facilitate this venture. The proposed pipeline right-of-way from the lal1Clfill boundary to Cone Mills was walked by Robert Siler of Duke Engineering to survey for wetlands and state or federal level protected species. Mr Siler found neither wetlands nor evidence of protected species in the entire alignment (outside the landfill boundaries). The right-of-way is 30 feet wide. Attached to this letter are 12 preliminary draft drawings of the proposed alignment of the 3 mile' pipeline including plan and profile of the four creek crossings. The 16 inch diameter PE 3408 (polyethylene), SDR 17 pipe will be buried with a minimum 2 foot cover when underground, and 16" diameter steel pipe will be used when crossing over the creeks. Concrete piers will be used to support the pipe at or above 100 year flood elevation for the three creek crossings, with no piers in the normal flow streambed. The pipe will be buried with three feet of cover when crossing the unnamed branch below grade. The first (eastern) unnamed creek crossing location has a 100 year flood level of 711.' Our alignment crosses 80' downstream (north) of the centerline of White Street. This stream passes under White Street in a culvert. The flood information is taken from FEMA Page 2 To: Subject: John Thomas White Street Landfill Gas Pipeline Submittal of Plan and Profile for Wetlands Review Flood Insurance Rate Map for City of Greensboro, Guilford County, Community Panel Number 375351-009C dated September 30,1988. The Muddy Creek crossing location has a 100 year flood level of 712.' Our alignment crosses 75' downstream (north)of the centerline of White Street. The stream also passes under White Street in a culvert. Please note that a 48" diameter sanitary sewer main crosses North Buffalo Creek 125' upstream of our pipeline stream crossing alignment. The sewer main has an invert elevation of 710.75,' the stream has a normal flow elevation of 699.8,' and a 100 year flood elevation of 721' at that location. The unnamed branch which drains White Oak Lake into North Buffalo Creek at Cone . Mills has a 100 year flood elevation of 727' at' that location. Our alignment crosses 800' downstream (south) of Sixteenth -Street on Cone Mills property. The 100 year "floodplain" is 495' wide at that point. Please review and submit for processing the attached information as soon as possible as we are starting pipeline construction on August 30, 1996. Please contact me if any other information is needed for Corps review of this project. My phone number is (704)382- 0025, and fax number is (704)382-3105. . :Gf)~ hur D. Dailey, P.E., Senior ~neer RENEWABLE ENERGY. Attachment cc: T Coyle F Coggins L Frick B Rowland DES Records Center R Siler I c; I .. . . , - . ...J W...J Z...... ......l.L ...JCl WZ Q.([ .........J Q. o U Oo:(J)Z LLO...J ...J ...J m...... .. (J)~O LLZ'"O: OWWO 1JJ m 1JJ0:Z(J) ...JOOZ ...... Uw LLLLOlJJ 001--0: 0: 0 a..>- I-- <<$...... U Z ([~ ...JO a.. 0: LL u .,. ... ... i ~ '" - ... ... I >= I I!l - i - ;1 ... ~ i ... ! ii i III I :J . il - j I - !i! i ... ... I -, I:! I ,- !i! ... ~ L Gl - ... ... . - II! 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