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Home My WebLink About19960602 Ver 1_COMPLETE FILE_19960624 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality Ja m es B. Hunt, Jr., Gove mo r Jonathan B. I-bwes, Secretary A. Preston I-bward, Jr., P.E., Director AVA DEHNR July 11, 1996 Wake County DWQ Project # 960602 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. D. E. Benton, Jr. City Manager City of Raleigh P.O. Box 590 Raleigh, NC 27602 Dear Mr. Benton: You have our approval to place fill material in 2.11 acres of wetlands or waters for the purpose of constructing a sewer line at upper Neuse Trunk Sewer, as you described in your application dated 21 June 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2671. This certification allows you to use Nationwide Permit Number 26 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. Fescue shall not be planted along this alignment in wetland areas. 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 fmal 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 Sincerely, .C)k~P.E. cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office Mr. John Dorney Central Files William Swaney; The Wooten Company 960602.ltr 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 t.A__ ~ _,~ The CWooten ompany Engineering Planning Architecture 120 N. Boylan Aven:Jc Raleigh NC 27603 919-828-0531 Since 1936 (' ,~ V'\~\ 0/ RECEIVED JUt , '7 '996 ENvIRONME ~, ~r~~SCIENCES Mr. Eric Alsmeyer U.S. Anny Corps of Engineers 6508 Falls Of The Neuse Road, Suite 120 Raleigh, North Carolina 27615-6814 Re: NWP No. 26 For Upper Neuse Trunk. Sewer City of Raleigh TWC No. 2466-X Dear Mr. Alsmeyer: Per our phone conversation yesterday, please find the response to your inquiries for the Neuse River crossing,Neuse River spawning season dates, and water quality restrictions for disturbed areas within the wetlands. Enclosed for your use are 8 1/2 x II" plan and profile sheets showing the proposed river crossing. We have shown the Portadam type coffer dam for the depressed sewer to be constructed in the dry by damming out to and 10' beyond the centerline of the Neuse River, each side. The contractor may use the entire 40' foot utility easement width to accomplish the crossing. As indicated in the specifications, the contractor is limited to a maximum 30 days to cross the river. However, due to uncontrollable water releases from the Falls Lake Dam. the contractor must maintain daily communication with the C.O.E. and work to complete the river crossing pipe installation within a minimum time frame. Concerning the fish and wildlife spawning seasons for the Neuse River: In a phone conversation with the Wildlife Resources Commission, we learned that though there are no set dates for the spawning season, the DEHNR generally recognizes from late March/early April to mid July. The scheduled start of construction is slated for September 1. 1996. The contractor will have 180 days to complete the work, s there is no chance that the river will be disturbed during the spawning season. Lastly, to respond to your comment about maintaining a maximu disturbed corridor when working within the designated wetland areas: e being allowed to limit the construction corridor to 40 feet in width, as is state under the conditions of certification for Nationwide Pennit Number 12. We sincerely ho e that we may work within that criteria. This letter and the enclosed material is being fOlWarded on behalf of the City 0 Raleigh as additional items to the application for NWP No. 26. We trust this submissi n fulfills the requirements for the approval and issuance of the pennit. As you are awar , the bid opening for this project is scheduled for July 25, 1996. Any consideration you an grant toward an expeditious approval is greatly appreciated. Should you have any questions or need additional infonnation, please contact Sincerely, THE WOOTEN COMPANY uJ&f<--, A~a~ William A. Swaney I ~u 1,~fl,J 1 (2 ') \r J,v , \~ W ASlcmp Enclosures c: Donna Jackson, City of Raleigh John Dorney, NCDEHNR - DEM , '. . ' /' ( ,I , - -...... --....... --....... ~UlIEWER ............ ~ NFU'~ RIVER ~~ "- - ~~ RIVEr<. X ~~ - IN (, _- ____- ~ HIr sr~ ~---:.~.: .~~" - '$) / .. ~ ~, 1'1 I. \ -~ .-- 0-- __ _ _ -- o o U) ~ \ , , , "', \. " 1 \ \ :;::: \ , ( ) G l/; \ \ - \ -_. \ ~ -v ~ z "' c tfl fTJ ;0 - <:. ~ .r 02 1TI1T1 " "'U =E . -------...,>.___ _______ '-- :;0 , ',- '____ ______ lTI-o. (/)1$ (/) : ~~ (/)0 l"IJoo ~ : 1TI :;0 " '-----" l-------~- "- -- -................~ ............-....- c. - If) ~ () ~ c ~ - z, C\ -" \ \ CD 1TI o ~ i:IJ :c ~ ~-n?O L.J~A Z "U .. (") G')-,,)> . '-J ::0 r..)tAO (JltOr - Oz CD~)> . I ?=~)> -"~c;) (DIG') mr::J::o (U~1TI -uo~ C") -1 rrT ; I I :::: ~ g o 0 ',Ul \ , C~ ~q C-o ~m -<:;0 3: ~~ (J)m ITIz ~-i ITI Z ...... 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' , , I II ~! ! ! i I I i : ; ii, : I I II' : ' I ' : I ; . , I : i . : I ' ' i i . ~ " :' , ' , I : I I 1,...;1 I ' ' , . , , ' , i , I ! , I i iT'li V I i I ' ' . i I i : , i I ' . i , , I~ , i I I i I: I ~ I 'x I : '(1) I 'I ' I : I ' '- I . :s ' , I , I i )~") : .,,-0>()1O I I I , I / '- I o::;::!~ o;J I! '" - . J 1 J I J J J PORTADAM SYSTEM INTRODUCTION The PORT ADAM system is a temporary, portable stream diversion and cofferdam Structure developed in the late 1970's in response to the passage of the original U.S. Clean Water Act of 1977. The equipment consists of tubular steel structural support members assembled in a line with a continuous vinyl liner membrane placed along the face as a water stop. The environmental advantages of this system are paramount over past methods utilizing earth fill introduction into sensitive streams and rivers. The equipment is offered as a rental item to support the construction and industrial markets for temporary water retention or diversion. Availability for flood control is made on either a lease agreement or direct purchase. System Applicability The equipment can be utilized as a cofferdam structure for construction processes in and around waterways by installing in a 3 - sided configuration open to shore ( for easy access ) or in a 4 _ sided box configuration. It can be set in a stream bed to divert flow away from a work area by stringing a line parallel to the stream centerline with curved sections closing to the bank at both ends. Any length and configuration can be assembled. This equipment can also be inverted, set up as a 4 - sided closure at an upland location for use as a materials retention ( holding ) structure. The maximum equipment height is 10 feet and it is designed to support full head loading, therefor it can be used in water depths up to 10 feet or can retain liquids up to its maximum structural height. The system can also be used as a flood protection device as it can be placed in almost any configuration and over most. contours as required to surround an area, building or structure to restrict flood waters up to 10 feet deep. Installation is simple and could be accomplished with volunteer labor supervised by a PORT ADAM technician. Installation requires one bolted connection every 15" thereby making set-up very quick and easy. Low component weight allows hand carry installation, eliminating need for heavy equipment in saturated areas. Installed weight of this equipment is also extremely low. (see Comparisons Table 1. ) Soecific uses include: Construction Industry ; · Bridge pier construction and repair · Underwater pipeline installation and repair · Boat ramps · Low head dam repairs · Bank stabilization projects · Outfall and inlet structures · Stream channelization / diversion · Culvert rehabilitation Industrial applications; · Gate replacements · Lagoon and pond cleanios · Waste cophlinment · Flood control · Emqency / temporary hoJdins buins · Flow diversion / inlet channel closure. · Intake and outlet mucblre repain · Conhlminsmt removal Municipal and public applications ; · Flood control · Iniption pondin& · Small bridse and dam repain · Waste and water treaDnent plant conarol. · Public boat ramps · Temponay water reservoin · Levee extension or repair System C..cept The installed sysytem doe. not penetrate the existing f01Dldation but i. free - standing on the sur.fBce. The geomefric configuration of the stnJctura11tamework transfers the hydraulic loading to a near vertical load thereby reducing or eliminatins the need for back bracing and anchoring into the foundation (fis. 1 ). Installatiion doe. not require Ole of heavy construction equipment ( pile driving) or floatiDg plant. Elimination of the need for iDtema1 or crOBB bracing allows for III un _ obstructed work area within the structure equal to the inside lIDI"fiI.ce of the mpport members. PORTADA" STRUCTURAL FRAttE "EMBER __ ..... __ ...&...- 6 ........... ...... FLUID LOADING RESULTANT ~ PORCES Fig. 1 ~ Crou Section The liner system supports loading between structural members" and is extended horizontally as a sealing apron at the toe of the structural framework. (fig. 2 ) DEWATEHED WORK AHEA ~ ~ ~ -- .....- -- I"PERUIOUS FABRIC SEALING APRON /' Fig. 2 Liner Loa.diJJg BIld Seal Area PORT ADAM can be provided in three compatible height units, being 5' high, 7' high BIld 10' high ( fig. 3). All are compatible in that they can be 8IT8Dged in line switchins from one height unit to BIlother ( and back) 88 required by existius site condition contour cJumses. The equipment can be installed in almost any configuration and to any horizontal length required. The full height of the system can be utilized as the equipment is desisoed to hold loading right up to the top of the structure. r~ 5' 1 .... ..... ... 5' HIGH ~ --. 10' l I L 7' HIGH 111' HIGH Fig. 3 Component Size. .. The CWooten ompany Enqinccl!n!) fJlflnl1il1[J AU;!lIleclll!I' I?O N fl()yl.lll Avellll!' Ij,IIClqll NC ?!(,In 'il'llm,II,,'il ~ ;I!ICe 1 'BG June 21, 1996 RECEIVED JUN 2 4 1996 ENVIRONME ' ~:~~}CIENS1f-" \SSIJEO '"-lU \ Mr. John Dorney Water Quality Planning Division of Environment, Health, and Natural Resources P.O. Box 29535 Raleigh, North Carolina 27626-0535 Re: Nationwide Permit Application Upper Neuse Trunk Sewer City of Raleigh, North Carolina TWC No. 2466-X ,"'\ I ,J fa! lS \"\ "~if 1,:, : r,.! t,[~ ,~I'.1 S ,"_,. ~_,' ; :))r._.....>---._~~..J I " ~ ;uU' JUN 24\990 L-"......~ WETLANDS GROUP WATER UIIUTY S[C~..... ! Dear Mr. Dorney: The following items are enclosed, as needed, for the issuance of a Nationwide Permit No. 26 for the construction of 24" and 36" sanitary trunk sewer and Neuse River crossing for the above referenced project: · Nationwide Permit #26 (7 copies) · Wetlands Determination Forms (7 copies each) · Location Map (7 copies) · Plan Sections Showing Wetland Areas (7 copies each) Please note that all erosion and sedimentation control practices have been addressed in the Project Specifications and Drawings. Specific precautions have been taken to protect the wetland areas, and include minimizing clearing limits, anti-seep collars and suitable annual species plant replacement. Should you have any questions or comments, please do not hesitate to call us. Thank you for your assistance and prompt attention. Sincerely, THE WOOTEN COMPANY W(ti~A~~ William A. Swaney \ WAS:slm Enclosures cc: Donna Jackson, City of Raleigh, Public Utilities Department DEM ill: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 26 960602 . 1101 ISSUED j; , I., JOINT FORM FOn. Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certilication WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNllliG.__ CORPS OF ENGINEERS DIVISION OF ENVIRON' DEPARTMENT OF THE AR.'-1Y NC DEPARTMENT OF ENV T P.O. Box 1890 AND NATURAL RESOUR Wilmington, NC 28402-1890 P.O. Box 29535 ~i JI.IN ? ATIN: CESAW-CO-E Raleigh, NC 27626-0535 ,~" .. A 1996 Telephone (919) 251-4511 ATIN: MR. JOHN DORN Telephone (919) 733-5083; I!I}{T! ;,ii;Y;, 'J;, .--..1 ONE (1) COpy OF THIS COMPLETED APPLICATION SHOULD BE SEifffC TIm'CORPSdF ENGINEERS. SEVEN (7) COPIES SHOULD DE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGENfENl. PLEASE PRINT. 1. Owners Name: City of Raleigh 2. Owners Address: P . O. Box 590 Raleigh, NC 27 602 3. Owners Phone Number (Home): (Work): (919) 890-3400 4. If Applicable: Agent's name or responsible corporate official, address, phone number: D. E. Benton, Jr., City Manager P.O. Box 590 Raleigh, NC 27602 (919)890-3400 5. Location of work (MUST ATIACH MAP). County: Wake Nearest Town or City: Raleigh Specific Location (Include road numbers, landmarks, etc.): Along Neuse River between US 1 and SR 2000 and north of SR 2006 6. Name of Closest Stream/River: Neuse River 7. River Basin: Neuse 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [] NO [/] 9. Have any Section 404 permits been previously requested for use on this property? YES [] NO [;) If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 2 . 11 Acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: Drained: Hooded: Excavated: 2.11 Acres for sewer will be left at grade Total Impacted: 2 . 11 Acres I . 12. Descriptionofproposedwork(AttachPLANS-81/2"X 11"dI~ ): Installation of approximtely 10, 900tF of 36-in sewer main along .the Neuse River to serve adjacent properties. 13. Purpose of proposed work: To_ seJ;Ye j;ldjacent properties with sanitary sewer... 14. State reasons why the applicant believes th;lt this activity must be c:1ITicd out in 'lVetlands. Also. note measures taken to minimize wetland impacts. In deslgnlng the sewer, we have trled to s_tay_ out ot the wetkabd areas. However we had to cross some of the areas because of the grades. 15. You are requircd to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Servicc (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [] NO [x] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact thc State Historic Prescrvation Officer (SHPO) rcgarding the presencc of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [] NO [x] RESPONSE FROM THE SHPO SHOULD DE FORWARDED TO CORPS. I 17. Additional infonnation required by DEM: A. Wetland delineation map sho~ing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. C. If delineation was perfonned by a consultant, include all data sheets relevant to the placement of the delineation line. D. If a stonnwater management plan is required for this project, attach copy. E. What is land use of surrounding property? RESIDENTIAL & BUSINESS F. If applicable, what is proposed method of sewage disposal? o~~ Dale ~ -. ---~- WETLAND DETERMINA TION FORM COORDINATOR: A. M. Paktiawal NEAR:&S'T TOWN: Raleigh QUAD: PROPERTY OWNER: ( NAME/ADDRESS) CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES P.O. BOX 590 RALEIGH, N.C. 27602 PHONE: 919-890-3400 OTHER INDIVDUALS PRESENT: Mr. Wayne Feltor from Wooten Consul. Inc. TIME: 3: 30 DATE: 5/31/96 COUNTY: Wake WATERWAY: Richland & Unknown Creek fributary to Neuse LOCATION: Upper Neuse Sewer. Trunk River PARTY DOING WORK: (NAME/ADDRESS) City of Raleigh P. O. Box 590 Raleigh, NC 27602 PHONE: (919) 890-3400 IS PROPERTY UNIFORM: SEP ARA TE DISCRETE: VEGETATIVE UNITS .... VEGETATION .... (IN ORDER OF DOMINANCE. DRAW LINE ABOVE TRE~ SPECIES %COVER-INDICA TOR 1.) Carpinus Caroliniana FAC 2.) Acer Rubrum FAC 3.) pinus Taeda FAC 4.) Liauidambar Stvraciflua FAC 5.) Lifiodendron Tulipifera FAC SAMPLINGS/SHRUBS: 1.) Arundinaria Gignleg-FACU 2.)Polypodium Polypodiodus-OBL 3.) Carex Supp. OBL 4.) 5.) % OF DOMINANT SPECIES (OBL.-FAC.) FAC NON-DOMINANT SPECIES) GROUND COVER: SPECIES %COVER-INDICA TOR 1.) , 2.) No Cover Vegetation in Wetland 3.) 4.) 5.) WOODY VINES: 1.) Smalex Bona-Nox FAC 2.) 3.) OTHER INDICATORS: Inundated HYDROPHYTIC VEGETATION: YES.lL NO_ X (COMPLETE PORTION BELOW) BASIS: Standing Water TYPICAL: ATYPICAL: _(COMPLETE BACK) .... SOIL .... SERIES: Wehadkee & Bible-Soils ON HYDRIC SOILS LISI': MOTILED: YES~ NO_ MATRIX COLOR: 10YR 4/1 HYDRIC SOILS: BASIS: Hydric Soil Existence YES -X....- NO YES..2C- NO INUNDATED: YES--1L NO- SATURATED SOILS: YES -L NO_ OTHER INDICATORS: Inundated .... HyDROLOGy.... DEPTH OF WATER: DEPTH TO SATURATION /lI A TER TABLE: WETLAND HYDROLOGY: YES -1L- NO_ ATYPICAL SITUATION: YES---1L NO_ WETLAND DETERMINATION: WETLAND: BASIS: Existence of Wetland Hydrology NORMAL CONDITIONS: YES- NO- X NON-WETLAND: PHOTOS TAKEN: JURISDICTION: YES- NO ~ AUTHORITY: 10 404 10/404 ABOVE HEADQUARTERS ) ISOLn.D . ~ ApJACENT DETERMINED BY: t:')?J;' I ILl l;tjtd v NONE NWPt: .. A.J .& A.J J. .& J. ..&J .&J..s.J .& ..s.J.& .. J. ".A .& ~ ...L.IL .A ..& '-' ~ . ..& '-'.A" ~".A COORDINATOR: A. M. Paktiawal NEARFSI" TOWN: Raleil1:h QUAD: PROPERTY OWNER: ( NAME/ADDRESS) CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILmES P.O. BOX 590 RALEIGH, N.C. 27602 PHONE: 919-890-3400 OTHER INDlVDU ALS PRESENT: UPLAND INFORMATION TIME: 3:30 DATE: 5/31/96 COUNTY: Wake WATERWA Y:Richland & Unknown Creek Ir1butary to Neuse LOCATION: Upper Neuse Sewer Trunk River PARTY DOING WORK: (NAME/ ADDRESS) City of Raleigh P. O. Box 590 Raleigh, NC 27602 PHONE: (919) 890-3400 Mr. Wayne Feltor from Wooten Consul. Inc. IS PROPERTY UNIFORM: SEP ARA TE DISCRETE: VEGETATIVE UNITS .... VEGETATION .... ~IN ORDER OF DOMINANCE. DRAW LINE ABOVE NON-DOMINANT SPECIES) rREES: SPECIES 7oCOVER-INDlCATOR GROUND COVER: SPECIES 7oCOVER-INDlCATOR 1.) Carpinus Caroliniana FAG 1.) 2.) Acer Rubrum FAC 2.) None 3.) Pinus Taeda FAC 3.) t..) Liquidambar Styraciflua FAG 4.) ~) Lifiodendron Tulipifera FAC 5J 5AMPLlNGS/SHRUBS: WOODY VINES: L.) None 1.) Few Smalex Bona-Nox FAC ~) 2.) ~ ~ t) ~.) ~ OF DOMINANT SPECIES (OBL.-FAC.) FAG OTHER INDICATORS: None IYDROPHYTIC VEGETATION: YES- NO-L BASIS: rYPICAL: (COMPLETE PORTION BELOW) A TYPICAL: _(COMPLETE BACK) ;ERIES: Appling Sandy Loam 40ITLED: YES_ NO---1L JASIS: Not Wetland .... SOIL *... ON HYDRIC SOILS LIST: MATRIX COLOR: None HYDRIC SOILS: YES _ NO X YES_NO X NUNDATED: YES_ NO-2L ;ATURATED SOILS: YES_ NO_ THER INDICA TORS: .... HYDROLOGY.... DEPTH OF WATER: DEPTH TO SA TURA TION /W A TER TABLE: None ETLAND HYDROLOGY: YES _ NO-L- TYPICAL SITUATION: YES_ NO_ rETLAND DETERMINATION: WETLAND: BASIS: NORMAL CON DmONS: YES~ NO- NON-WETLAND: X 'BOTOS TAKEN: URISDlCTION: YES_ NO-X- AUTHORITY: 10 404 10/404 ABOVE HEADQUARTERS1IS0LATS, ,_ ,ADJACENT DETERMINED BY: /! /J/f-;/flk{{tCt/f2( NONE NWP+ "L <(II- ...~< ------ ". ~ \ ~ I c, 2> '. ~. 'fIl,L~ ;-"~I"': '" ~ 1!Q "( /1 I : ~,1 '" ~ z < . r , ~\')}/(J't--- ""\ " , ~%~...,..:+ ~, 'o..~sr ~-;;.... i ~____~!'! 'l! ~/ i1i~; .~ - 1~..,":.'.~'~~~'1~~...tI " . 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