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Home My WebLink About19930009 Ver 1_COMPLETE FILE_199302111'1 ''' 11 f I' l A Pu : John DOrne ? Pl L11'11hF, I_i7' i17C17 { 9 199J Dctl_'?: "( (-. --- UBJT,CT: WETLAND .3TAFF REPORT AN I:. ., At?(9711 NS _ WATERR UAL.,ITY *'<*EACI-I ITEM MUST BE ANSWERED (N/A--NOT APPLICABLE) PERMIT YR: 93 PERMIT -N(-): 0000009 ('OUNTY: DI_JRHI`:M APPLICANT NAME : DURHAM - LITTLE LICK CIS . PUMP STATION PROJECT TYPE: UTILITY LINES PERMIT.---'T` J-).;: NW12 COE# : DOT 4t: CDA : FROM RCD APP DATE_F PPI--(:DA : o1,/0h//9j - _ REG OFFICE: RRO RIVER_AND--SUP__I ASIN__.#: S'ec 4#4e STREAM CLASS STR. 1:'NDEX NO: S?'? GLITC?C?i9 w?t? WL_IMPA(7T'-, : 6'N WL _R1?C)LTESTED : IV HYDRC:'_C'NE("I'? : 01/N MITIGATION? : Y/V MITIGA'T'ION SIZE: s]?i?GGrr/ j-'! i?)SGVar" .J fry, -, , ? e W Sc M.1TIGATI0N -TYhL',: /vO I:=; WETLAND RA`L'l-NIC :"HE-ET A.`L'170 1li:;i:>'.? RECOMMENDATION (Circle c- J.-)U COMMENTS : ------ --------------- -- --- - - :5 cc: Rcg:i_oiia1 Of I i co Central Files February 2, 1993 To ; John Dorney Planning Branch Subject: Little Lick Creek Force Main comments: This project is a corridor approximately 30,000 feet long by 30 to 40 feet wide and is identified as the Little Lick Creek Force Main corridor. It is important to understand that not all wetland encountered along this proposed force main were addressed on a rating sheet. The following are the stream identification and stream class information for the respective wetland rating sites. sitel-2 Little Lick Creek = river and basin # 03-04-01 stream index # 27-9 basin and class- Neuse River, C site 3 Chunky Pipe Creek= river and basin # 03-04-01 stream index # 27-9-1 basin and class- Neuse River, C site 4,5,6 Ellerbe Creek = river and basin # 03-04-01 stream index # 27-5 basin and class - Neuse River, C site 1) This site is a beaver swamp that is approximately 5 acres. The proposed force main will require a 30 foot wide by 600 foot long right-of-away through this wetland. The predominate vegetation: sycamore , sweetgum, cattails, poplar, and blackberry... I observed several snags and woodpecker cavity trees associated with this wetland. (The dead trees provides forage habitat for the woodpeckers.) The beaver swamp is a corridor utilized by both game and non-game wildlife species. I observed beaver, deer, and mink signs at this locality. site 5) - This sight is in a mixed hardwood bottom adjacent to an unnamed tributary of Ellerbe Creek. The wetland is ephemeral. The predominant overstory vegetation is sycamore, river birch, and sweetgum. This wetland is approximately 100 feet long and parallels a sewer line right-of-way. I observed marbled salamander larva at this site. There is potential for several common non-game species, which require fishless ephemeral habitats, to utilize this site. STATE OF NORTH CAROLINA DEPAR'T'MENT OF' NATURAL AND ECONOMIC RESOURCES RALEIGH, NORTH CAROLINA 894 695 "(1 69 Nn TH5256 ST Ill DURHAM) 7- - --' 698 URHAM) -- 6 I i? ?• 1,S LA F o,? An I A_ -?::Cem ail-' J f it / tiT •?, ? A T E rn S 111 :Cpm \ ( ) 1 •.,. 319? / il?/ j 16. - ?-. ?Iv gla? ;wEO ) T '?' (- f -_ •??,1?• :? ? _ ? „Sewage Disposal i Dr11 n ivel 20 U Sr \ ?o r ' Ga 0 •. I` - sio J 1919 ro. 1 g M • P? ao (?{rt ? ? ? ' Z_ .. •?I 33ti. __ - Oak,Grove 2 \' 1 Tra er 342 P}ark V?? ?? , ?'• ({ ?_?. ? . .. 367 ? ? r r? ?f • ??? ? ? ? ? ? ? ? ' S ? 10 3.70 -? ?..- ( / • 3 / ! • B/., l ? 350- / I Villa, •e ? hapeY ;1389 ?? ,•? y?? IBC Cem t -- - ! i? o o/• ;,??G : ?? C :3 7 ;00.1 , . -. o? ??•----,.-:,•/ ? ???? (IHI1? ??? ego /? -? /. + ;?.ti ?C. m LL .? x3e6 \ C ( 11`'x w?a ?? \ h 1 < B a ? I LO l li. 16 ?? ?. ors r .... - ?. ?. - m, a n / v mo 'i ? '? ?CC_-? E ?? ? ` _•? _ art //may __ ? 1?;' / i' ? ? 1 LLJ I\, 1 ?'? I r/? / I 1 \1a? / \? Q7M F 1 to LL CO T ' _?? .?h --- . wit ? \ ?• ?,jjL1, ?'` !I p 4 r!E'I LAND RATING SYSTEM WORKSHF---i T 'roject No. or description Li / `7J vocation County?? Nearest road or town { River basin _ Nearest stream Leff .L;?/? ??l and classification I 1 111. ;valuator --air ?yy?? -- ------ -- -- .gency and address ate and time evaluated ajor Wetland Type __54Y_cr-r7'? _ Approximate size of wetland syst.ern_ _- ?^-- acres Approximate extent of wetlands in area acres within miles - Three?nost common plant Poeries (in order) acv c 4 71, S/ < C V / ?? ? Oil Series (if known) ydrologic indicators- 1Y??------ Direct -- - ----- surface hydrologic -onnec?_ion -' Y_;; --- •:isting Condi? ions Drainage - - - - Disturbance restoration potential --- --- ` - - - - --- ---- -- Restoration value s site known to provide habitat_ for rare, endangered or :ened species? If so, list species observed or recorded. em No. ration/Landscape I Natural area buffer 2 Sensitive water stied 3 Dispersal corridor system Ecological Values 4 Special ecological attributes 5 Wildlife habitat. h Aquatic life Water storage 8 Streambank stabilization 9 Removal of pollutapts Human Values 10 Outdoor re-reati on/education 11 Economic v.?lue iA41 score dnscri pt iv n awn notpq: Score (circle one) 0 0 1 ;3 2 0 tj) 3 2 _ 0 3 2 0 2 _ 0 9 Q ?& 0 3 2 _ 0 3 2 0 3 2 0 3 0 -1 L? 47 r ? cl 13 ',`:I'LAND RATINC; SYST[;M WORKSH[; i:'i' ro-)ect No. oL c1 E_ ,cript-;onZ,, ,ovation County Nearest road or town ( - River basin --- - Nearest streamvT L 11 ?1_ Z c/t «k< and classi ication - -- valuator A gency and address ate and time valuated ` ajor Wetland Approximate sire of wetland system acres Approximate extent of wetlands in area acres within --miles -- Thr?e most common plant species (in order): Dil Series (if known) fdrologic ------- Dir_ect su ace } ------- _iydrolog? c c onnc c -_o - [? NO - :fisting Co:,c: Drainage - /Y - - - DLSturbanv - -- -- - RE,stor< io l.otc-nt i a 1 a rz_ Z.- e3t OLa -------- 1Vallle site kno,::n o provide habitat for rare, endang-r-ed or ened species%/L If so, list species observed or recorded. em No. -at 'on /Lands cac-c, 1 Natural area buffer 2 Sensitive 7,,ater.shed 3 Dispersal corridor system ological Va1u 4 Special ecologi.E=a 1- attributes 5 Wildlife h?:bitJi 6 Aquatic li-e 7 Water s or ge 8 Streambank stabi.l..izati.on 9 Removal of po?lutants [urnan values 10 c)utdoor. rev-E.?,t i on/educat on 1] Economic- V :_11E- Score (circle one) 5 4 3 2 i 0 3 2 0 3 r: 0 4 3 2 0 5 4 3 o 4 3 (2) o 5 4 3 _ 0 S? /J r - ?? - -_ - - -- t pon J,?l; J ?cu//blv> U / )a,, ja,4 T? "/ ?!?"1 L/ //? G'?7 ? ?Ci 1 ?1 /l LCD /` `''I ?l ?S h'1' ?/ i? ? ???--.,, i )?i % -5 ? WETLAND RATING ;' STEM WORKSHEET roject No . or dE-?scr i?>t i on 4c I Ii I?I. ocation jj L) Count,, -' 4a, iy? ? _ Nearest road or town River basin_&,_, -- -- --- - -- Nearest strearn?/TCG,v<?? 1.rti`? and class ification?_ - y- --?- valuator l C--Y/- _ -2- gency and address _ acres acres nee ost ?mmon p<7l?nt species (in order) C ",''" -I.ID, / raj `i_/ f 'l rl?J r? I,' ' l Di 1 Series (if known) v ate and time evaluated G ajor Wetland Type t- Approximate size of wetland system Approximate extent of wetlands in area within miles Th s ora_i0n potenL ia Restoration value :isting conditions Drainage l ' -2 1 k- I ? Disturbance I ydrologic indicators Direct surface hydrologic connection NO site known to provide habitat for rare, endangered or ened species?jQJ If so, list species observed or recorded. em No. ation/Landscape I Natural area buffer 2 Sensitive watershed 3 Dispersal corridor system Ecological values 4 Special ecological attributes 5 Wildlife habitat 6 Aquatic life 7 Water storage 8 Streambank stabilization 9 Removal of pollutants Human Values 10 Outdoor recreation/education 11 Economic vnl_u?' Score (circle one) 5 0 4 3 2. 0 4 (1) 2 _ 0 4 3 0 4 3 0 5 4 3 1 0 4 J 0 5 4 3 2 _ 0 4 3 ?_ i 0 0 2 ? 0 di scription and nnrPN Zka 111711 6 - 6" 11 J 13 ?c Z? WiE? i'AN[) roject_ NO. 15 C) U n i. y ??? GiYY River hanin /(lz°ll NE?are ?_ st r, a and cl SS._?Ic I ion K v a 1 u a t o c 417 ??/? / Agency anti acid es %we and t.tm 'a jor Wen ! , : p Div:, r n ?? oX:ii1-i?_C'. ;_? 1. (_' O1_ ?•li_ tl?.?:-i-. _;'? ??.t'fn - - a? l"E?S -- Appro x inave nxLen t, of .•Je 1 and.1; I it "i1"r_=?a w m .i 1 e S - ---- - Thre?_? in -,sr common plant r er) l l 6 ( , U , / a ? i i l Series (it known) ---- U07,., --- - 11-1 r? G ?-1_Gv L , S 1,..n'••.. 1) rov do hah 1 _. _. - !,.r i _. I. r, non(I a: >!.p(1 on :? ? on; i?a:??:isc:• ?;,,, 1 Nate ra_!_ a r?oa ?:? f (rr J Sonsi` i vp la`: , ghwI Ui spp - a 1 not! 1W yn- . • "Logic_.l v.. , _.> WaF?_?:_ n _a iqF_• Pemovn i . . pn . , a v a n w Human , a Aa! 3 1 ?f J 5 -K 61 51- 1 0? 5 "1 ii.;IIIf,A1,j1, tl. ,/, N e a i t t r???ltn l?% a>s cay ion .clency and acidres. 2- ate ctnd evaluated G1 f Ile, c ( -- - - - =_t ;CSI- We'(, 1:n i Ty p 10.1 - -- - - - l?ppL >:':7 iia ltr . of wa t iand _iY`'`- um Acres Approx imano t'. t r'nh nr wet _I,and:> i i1 tI ['mil - tC1-, Three most common plant sp cit_ ( 1 order) ; ( '/ 1 oil Series (if known)) ydrolo c , l .oc?at.aor? ?1 - Ivu [ :! R _ :j 1 pot E' is la s_ SAO known to T C1 III- A:_,at for iary, dada2 ?0, ;pC'C_ nhsC rveA _ rec.o,cded. C'Cl NO. :tion Lan d: c_:?DC n l OCl t_c:?I - ; ] 1. I it I. 7. t -- i Human Ma e,, 1.0 (_!Ili-corn snore (CAC_I P ann) 6t/ C tl ? l 1 C /i .' l /r rt? Jl WETLAND RA'?';ING YSTf M WORK`?l ro ject No. or desci. ipt.-ion ? l ' ,ocat.ion / ?• Yw I ?GVYY1 GYw? County 1C! y. Nearest. road o1. town River basin ?-?' _?------- ---- Nearest stream??`? - - and classi `'cation valuator,?1 .gency and address ate and time evaluated a j o r Wetland `I' Y P e- L /_-lcy Approximate size of wetland s s - Y acres- Approximate extent of wetlands in area acres within miles ---- Three mGpst common plant species (in order) Y("G?s71Gi LG ? ?f ? C? Jl??'?'F? ?U ? ? l ? ?G?G-? Dil Series (if known) ?1- /dro.logic indicators -I '??L. y---- - - - Direct su=-fac:e hydrologi : con c ct:io: "' -- - S NO :isti- ng C O11C,I i.olls Dra inaget/ Disturbance Rest or at_ --on potent ial --- -- ReStOiar L - --- ----..- on value - ----- ----- ---- ---- site known to provide habitat for rare., endar.cered or ened species'l?/ I f so, list species observed or recorded. em No. ation/Landscape 1 Natural area buffer. 2 Sensitive watershed 3 Dispersal corridor system ologicai Values 4 Special eco.log i.ca l att ri.butE s J Wild.llfe 'habi.tat 6 Aquatic i. i. e Water storage S Strearnban}c stabilization 9 Removal o` po? lut -Ints human Values 1.0 Outdoor- r?_?:reat i on/educat.ion 11 Econort i (, - ?'.a_? l? Score (circle one) 5 cy ?l 3 2 _ 0 1 0 2 _ l 3 2 0 3 2 0 -3 2 0 5 3 0 5 3 j ? C t1ol b/ G,, /v `-4C- 13 feet Wetland type (select one) D other • 0 Swamp forest . Ll Shoreline • C3 Bottomland hardwood forest ? Stream channel o • Q Carolina bay Q Salt marsh Q Pocosin J Brackish marsh • Pine savannah Freshwater marsh • Wet flat ?.1 Bog/Fen • ? Perched ? Vernal pool . m m O e O Y • • • . • • • . • • • • • • • • • • • . su,n • • . e • • • . • • . • . • • • • . • . • • • • • • • . • M Water storage • Bank/Shoreline stabilization i x 4.00 = Pollutant removal Sensitive watershed x 1 50 = Travel corridor . Weil and score Special ecological attributes - Wildlife habitat- x 1.50 = Aquatic life value ?- Recreation/Education o2 r Economic value- x 0.?? _ U Hydrologically connected El Hydrologically Isolated Nearest road v Wetland type (select one) ? Other -_ ; ? Swamp forest _ ? Shoreline • ? Bottomland hardwood forest ? Stream channel ' Carolina bay ? Salt marsh ? Pocosin !,_I Brackish marsh • ? Pine savannah Freshwater marsh ; ? Wet flat ? Bog/Fen • ? Perched ? Vernal pool . C o u u a 4 .. o . .. ? . • • • . • • • • . Water storage • • • srtrn . o • o • ? . ? • . ? • . • .. • e • . • • • .. • • . ? « • Bank/Shoreline stabilization 3 x 4.00 = Pollutant removal Sensitive watershed . x 1 50 = Travel corridor r , . Weiland score. Special ecological attributes - Wildlife habitat 7 x 1.50 = Aquatic life value Recreation/Education Z Economic value C;?_ x 0.27 _ ?D C? e o O O 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 • 0 0 e 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • • • • • e • Wetland area acres Wetland width _ feet ? Hydrologically connected ? Hydrologically Isolated Nearest road 0 . Wetland Type (select one) ? Other ? Swamp forest ? Shoreline • ? Bottomland hardwood forest vl Stream channel o ? Carolina bay 1 Salt marsh ? Pocosin ? Brackish marsh • ? Pine savannah I! Freshwater marsh ; ? Wet flat ? Bog/Fen • J Perched ? Vernal pool v o o u o n • . • o r • . • . • • .. • . . . . Water storage- • . • • . "MI . o • . • .. • • . • . • .... • . r • • . • • • • a • Bank/Shoreline stabilization x40( -?? ET E - • Pollutant removal - . Sensitive watershed Travel corridor x 1 io - Weiland score. Special ecological attributes Wildlife habitat •50 - x 1 A ti lif l _ qua c e va ue Recreation/Education x 0 ?? ? Economic value 0 ' - 11 m o . . . .. . o o . . o . . . o . . . . . . . . . . . . W . . . . . • o . o . . o . . . . . • • . . . . . . . . . Wetland area _. acres Wetland width- feet ? Hydrologically connected ? Hydrologically Isolated Nearest road . 0 . Wetland Type (select one) ? Other ; ? Swamp forest _ ? Shoreline • ? Bottomland hardwood forest ? Stream channel ' ? Carolina bay LI Salt marsh ? Pocosin Brackish marsh • ? Pine savannah Freshwater marsh ? Wet flat ? Bog/Fen • J Perched ? Vernal pool • a o u u n b o • o . . • • . • ... 0 . . . W • • • min • o • o • • . s • • • o • • • • • o • . • • . • . • • • • M ater storage • Bank/Shoreline stabilization 00 _ x 4 ? Pollutant removal 3 . I . Sensitive watershed Travel corridor __ x 1 ?? _ W . Wetland score _ i S * Special ecological attributes Wildlife habitat _-?_ x 1.50 = 1 • Aquatic life v alue Recreation/Education . __-- Fconomic value x O O • O e 0 n • • • 0 . • • • • • • • • • • • • • • • • • • • • • • O • • • • O • • • • • • • • • • • • • • . • Wetland area acres Wetland width feet ? Hydrologically connected ? Hydrologically Isolated Nearest road s . 0 . Wetland Type (select one) ? Other ? Swamp forest ? Shoreline • ? Bottomland hardwood forest C1 Stream channel o Carolina bay lJ Salt marsh ? Pocosin El Brackish marsh • Pine savannah ?D Freshwater marsh J Wet flat ? Bog/Fen • ?J Perched ? Vernal pool . n 0 v u o b o • o r • • • s • • • • • • • • • • • • o o • o • o • ruin • • • • e • • • • • e • r • • • • • • • • • • Water storage • Bank/Shoreline stabilization I x 4.00 - L A • Pollutant removal Lr., - Sensitive watershed Travel corridor x 1 SO = Werlnnd score. Special ecological attributes • Wildlife habitat- x 1.50 - LLL • /aquatic life value 5 ... . ... .... • . Recreation/E=ducation Economic value 0.?, - • D O O • O 0 m 0 0 0 Y 0 0 • 0 0 • 0 0 • • 0 0 0 • • 0 • 0 0 • 0 0 0 • 0 • 0 0 0 0 0 0 0 0 0 0 6 • • 0 0 0 0 0 • 0 Wetland area _? acres Wetland width feet ? Hydrologically connected ? Hydrologically Isolated Nearest road 0 Wetland type (select one) U Other_ - U Swamp forest U Shoreline -__ • U Bottomland hardwood forest U Stream channel o U Carolina bay Q Salt marsh U Pocosin U Brackish marsh • U Pine savannah U Freshwater marsh U Wet flat U Bog/Fen • _I Perched U Vernal pool . b 0 U 0 0 . 0 . .. . . .. • • • . . . . . . . .. . o . . . sum . . . .. • • . . . . . . . • . . . . .. . 6 Water storage . • Bank/Shoreline stabilization _2?2 00 _ x 4 . Pollutant removal . .. Sensitive watershed ........ 1 ?? _ . Travel corridor - Wetland score. Special ecological attributes ? • __ __ Wildlife habitat x 1.50 = • Aquatic life value Recreation/Education Economic value x 0'?5 - r 0 0 O 0 0 0 0 0 0 0 u 0 0 0 0 0 O 0 0 0 0 0 0 . 0 0 0 . 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 . 0 . 0 0 0 0 0 0 0 0 0 0 0 Wetland area . -_ _ acres Wetland width feet U Hydrologically connected U Hydrologically Isolated DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 ?, ?•,?r WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO February 5, 1993 Regulatory Branch Action ID. 199300746 and Nationwide Permit Nos. 12 (Utility Line Backfill and Bedding) and 18 (Minor Discharges) City of Durham Attn: Mr. Thomas W. Glenn, P.E., R.L.S. 101 City Hall Plaza Durham, North Carolina 27701 Dear Mr. Glenn: Reference your application of December 23, 1992, for Department of the Army authorization to discharge fill material within waters of the United States, and wetlands adjacent to Little Lick Creek, Ellerbe Creek and tributaries, for backfill and bedding, and fill of 0.08 acre, related to construction of the proposed Little Lick Creek Pump Station and Force Main, in Durham, Durham County, North Carolina. For the purposes of the U.S. Army Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits. Authorization, pursuant to Section 404 of the Clean Water Act, was provided for the discharge of material for backfill or bedding for utility lines, including outfall and intake structures, provided there is no change in pre-construction contours. Authorization, pursuant to Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act, was also provided for discharges of dredged or fill material into all waters of the United States provided: a. The discharge does not exceed 25 cubic yards; b. The discharge will not cause the loss of more than 1/10 acre of a special aquatic site, including wetlands. For the purposes of this nationwide permit, the acreage limitation includes the filled area plus special aquatic sites that are adversely affected by flooding and special aquatic sites that are drained so that they would no longer be a water of the United States as a result of the project; C. If the discharge exceeds 10 cubic yards or the discharge is in a special aquatic site, including wetlands, the permittee notifies the District Engineer in accordance with the "Notification" general condition. For discharges in special aquatic sites, including wetlands, the notification must also include a delineation of affected special aquatic sites, including wetlands' and; -3- Copy Furnished (with enclosure): Hazen and Sawyer, P.C. Attn: Mr. F. Stuart Carson, P.E. 4011 West Chase Boulevard Raleigh, North Carolina 27607 Copies Furnished (without enclosure): Mr. John Parker North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 X' al John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 -2- d. The discharge, including all attendant features, both temporary and permanent, is part of a single and complete project and is not placed for the purpose of stream diversion. Your work is authorized by these nationwide permits provided it is accomplished in strict accordance with the enclosed conditions. These nationwide permits do not relieve you of the responsibility to obtain any required State or local approval. You should contact Mr. John Dorney of the North Carolina Division of Environmental Management at (919) 733-1786 regarding a State Water Quality Certification. This verification will be valid for 2 years from the date of this letter unless the nationwide authorization is modified, reissued, or revoked. Also, this verification will remain valid for the 2 years if, during that period, the nationwide permit authorization is reissued without modification or the activity complies with any subsequent modification of the nationwide permit authorization. If during the 2 years, the nationwide permit authorization expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit will remain authorized provided the activity is completed within 12 months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend, or revoke the authorization. Questions or comments may be addressed to Mr. Eric Alsmeyer, Raleigh Regulatory Field office, at telephone (919) 876-8441, extension 23. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure t CITY OF DURHAM NORTH CAROLINA FORCE MAIN FROM LITTLE LICK CREEK WASTEWATER TREATMENT PLANT TO NORTHSIDE WASTEWATER TREATMENT PLANT ENVIRONMENTAL ASSESSMENT AUGUST 1990 STATE PROJECT AGENCY: North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management CONTACT: Mr. W. Boyd DeVane, Supervisor Program and Development Unit Water Quality Planning Branch 919/733-5083 PREPARED BY: Hazen and Sawyer, P.C. Raleigh, North Carolina 919/833-7152 F1 FORCE MAIN FROM LITTLE LICK CREEK WWTP TO NORTHSIDE WWTP ENVIRONMENTAL ASSESSMENT Proposed Facilities and Actions, Funding Sources Wastewater treatment for the northern section of the City of Durham is provided by three wastewater treatment plants within the Neuse River Basin: the Northside Wastewater Treatment Plant (WWTP), the Eno River WWTP, and the Little Lick Creek WWTP. The largest of these three facilities, the Northside WWTP, has an existing capacity of 9.5 mgd and discharges to Ellerbe Creek, a tributary of Falls Lake. The Eno River and Little Lick Creek plants are package-type treatment facilities which also discharge to tributaries of Falls Lake and have capacities of 2.5 and 1.5 mgd, respectively. The Eno River and Little Lick Creek plants were originally constructed in 1967-68 as temporary treatment facilities to serve newly annexed areas of the City. They have been expanded over the years, most recently in 1986-87, to provide for the increasing capacity needs of their respective service areas. A June 1987 201 Facilities Plan Amendment for the Northside and Little Lick Creek WWTPs evaluated alternatives for expansion of these two facilities. It recommended that the Little Lick Creek WWTP be abandoned and its wastewater transported to a regional treatment facility located at the Northside Plant, which would treat wastewater flow from both service areas. An environmental assessment was submitted in April 1989 with an NPDES Permit application to expand the Northside Plant to provide capacity to the year 2010 for projected flows from the Northside and Little Lick Creek service areas. This environment assessment has been approved and an NPDES permit issued for a flow capacity of 20 mgd. An environmental impact statement (EIS) has recently been completed by the U.S. Environmental Protection Agency (EPA) relating to evaluation of alternatives for expansion of the Eno River WWTP. Findings of the Eno EIS supported the recommendations of the 1987 201 Plan Amendment and recommended that the Eno River WWTP also be abandoned and its flow be transported to the Northside Plant for treatment. These recommendations for the Eno River and Little Lick Creek service areas have been accepted by the public and supported by the State and EPA through the EIS process. This environmental assessment was prepared to discuss the direct environmental impacts of the proposed force main from the Little Lick Creek WWTP site to the Northside WWTP. Indirect impacts have been previously addressed in the April 1989 Environmental Assessment for the Northside WWTP expansion and the 1990 Eno EIS. Proposed facilities for transportation of wastewater flows from the Little Lick Creek service area to the Northside WWTP include a pumping station to be located at the Little Lick Creek WWTP site and approximately 28,000 feet of 30-inch force main from the pumping station to the Northside Plant. The proposed force main route is shown on revised Figure 6-4 from the 1987 201 Amendment. The pumping station will have a peak flow capacity of 16 mgd. Projected capital cost for the pumping station and force main is estimated at $5,625,000. Funding for the project will be totally from local sources, although money from the State Water Pollution Control Revolving Fund is projected for the total Northside WWTP project, which also includes the Eno River pumping station and force main, the Northside Plant expansion facilities and interim sludge treatment and disposal facilities at the Northside Plant. B. Existing Environment 1. Topography and Soils About two-thirds of Durham County, including the route for the proposed force main, lies in a basin or lowland that is underlain by Triassic rocks of the Newark Group. This basin is characterized by mature, u-shaped valleys and fairly wide flood plains (Kirby, 1971). The soils along the force main route are comprised of three major soil associations: the White Store-Creedmoor, White Store-Pinkston, and Chewacla-Wehadkee-Congaree soil associations. Most of the route is in the White Store-Creedmoor association, which consists of gently sloping to moderately steep, moderately well drained soils that have a subsoil of dominantly firm and very firm clay, located on uplands. A small portion of the route is located within the White Store-Pinkston soil association, which contains soils similar to the White Store-Creedmoor soils 2 ' except for areas of excessively drained soils and a subsoil containing friable fine sandy loam. The White Store-Creedmoor and White Store-Pinkston soil ' associations consist of soils derived from shale and sandstone. Soils along Ellerbe Creek and Little Lick Creek are within the Chewacla-Wehadkee-Congaree ' soil association, which is characterized by somewhat poorly drained and poorly drained, nearly level soils subject to flooding and formed in alluvial ' material. This soil association has a subsoil of dominantly silty clay loam and well drained soils that are dominantly silt loam throughout. Only a small portion of the force main route near the Little Lick Creek Plant site is in the Chewacla-Wehadkee-Congaree soil association. ' The force main route is completely within the City of Durham Urban Growth Area and the areas along the route are developed at suburban densities, primarily typified by relatively small residential subdivisions. 2. Surface Water Other than approximately 3,000 feet along a tributary of Goose Creek near the Northside WWTP and 4,000 feet along a drainageway tributary to Little Lick Creek near the Little Lick Creek WWTP, the proposed force main route is ' mostly along existing roads and/or AT&T telephone cable easement and removed from surface water streams or creeks. The only significant stream crossing ' required for the proposed project is at Little Lick Creek. Two or three smaller creek or drainageway crossings are required near the Northside Plant. ' The project does not involve any discharges to surface waters. Discharge to Ellerbe Creek from the Northside WWTP has been addressed in the Northside WWTP Environmental Assessment and the Eno EIS. 3. Groundwater Water needs of most of the industry and population in Durham ' County are met from surface water impounded in Lake Michie and Little River Lake. Water needs outside of the City of Durham limits are predominantly ' supplied from groundwater obtained from individual wells. Groundwater in the County is principally a calcium bicarbonate type, suitable for all domestic ' uses. ID w C9 iZ --.& -mv.-e? i I t I- z Q •J a W Z W W 0 V Y Q V W J ? F- W J w H W W 1- N Q 3 L41 ow 0 W f- 0 a. cr.? z Q? W W 2 Q U) 0 F- U.. cr M0 W Z V) 0 0 I- a 0 cr a- 0 0 0 N W J Q V N r ?r rr rr r r rr ?r rr r rr r r ® ; r ® , s , rr r¦ I C. Need for Proposed Facilities and Actions ' The proposed project is required to implement the recommended alternative of both the 1987 Northside and Little Lick Creek WWTPs 201 ' Facilities Plan Amendment and the 1990 Eno EIS. A report by the North Carolina Division of Environmental Management (NCDEM) also recommends this ' alternative (NCDEM, 1989). The need for the project in terms of population and flow projections is addressed in the 201 Amendment and the EIS. Based on the 201 Amendment, the projected wastewater flow for the Little Lick Creek service area for the year 2010 is approximately 6 mgd. A pumping station and ' force main with a capacity of approximately 16 mgd is proposed to provide capacity for peak flows from the service area. Previous environmental assessments referenced above have adequately addressed the issues related to the need for this project. D. Alternative Analysis Alternatives to the proposed project consist of 1) the alternative of treating all flow from the Little Lick Creek service area at the existing Little Lick Creek Plant site, and 2) the "no action" alternative. Both of these alternatives were addressed in the environmental assessment for the proposed Northside WWTP expansion. The alternative of pumping Little Lick Creek service area wastewater flow to the Northside Plant was the recommended alternative in the 1987 201 Amendment. This alternative has been supported by the State and EPA and accepted by the public during the review process for the subsequent Northside WWTP environmental assessment and Eno EIS. Therefore, ' additional analysis of treatment location alternatives is not necessary. Alternative force main routes were evaluated during preliminary design of the proposed pumping station and force main. The proposed route was selected to parallel existing easements and rights-of-way, including right-of- way for streets and secondary roads, sanitary sewer line easements, drainage easements, and an AT&T telephone cable easement. The proposed route is the ' most direct route available and minimizes capital and pumping costs. E. Environmental Effects of the Proposed Project Indirect effects of the proposed force main construction are addressed in the 1989 Environmental Assessment for the Northside WWTP expansion and in the Eno EIS, and these reports are incorporated by reference. Direct effects are discussed in the following sections. 1. Changes in Land Use The proposed force main construction involves no changes in land use in the project area. A maximum easement of 30 feet will be acquired for areas of new easement. Where the force main parallels existing easements or rights-of- way, a lesser width will be required. 2. Wetlands Based on National Wetlands Inventory maps prepared by the U.S. Fish and Wildlife Service, the proposed force main crosses a wetlands area approximately 600 feet in length adjacent to Little Lick Creek near the treatment plant site. Construction of the proposed force main will disturb this area on a short-term basis. Disturbance will be minimized by carefully controlled construction techniques. The site will be restored to the existing grade after construction and should return to its natural state within a relatively short time period. The proposed construction is allowed under a nationwide 404 Permit for utility lines. A general 401 water quality certification also covers the proposed project. The force main does not cross any other wetlands along the proposed route. 3. Prime or Unique Agricultural Lands The proposed project will not significantly affect any prime or unique ' agricultural lands. A minimum easement width will be acquired for new easements and the force main will parallel existing easements and rights-of- way where possible. The entire route is located within the City of Durham Urban Growth Area, with planned future development for urban uses. 5 4. Public Lands, Scenic and Recreational Areas Based on information from the "Durham County Inventory of Critical Lands", no public lands or scenic and recreational areas are located in the vicinity of the proposed project (Triangle Land Conservancy, 1985). ' 5. Areas of Archaeological or Historic Value Based on the "Durham County Inventory of Critical Lands", there are no archaeological sites in the vicinity of the proposed force main. Four cemeteries are located near the proposed force main but none will be impacted by the proposed project. 6. Noise and Air Quality Noise and air quality impacts during construction would be related to noise and emissions from construction equipment and possible airborne dust from soil excavations. Such impacts will be short-term and minimized by limiting construction to normal daytime working hours, by proper maintenance of construction equipment, and by wetting of soil as necessary to control t dust. 1. Groundwater Quality The proposed force main would have no impact on groundwater quality. 8. Water Supplies and Surface Water Quality The proposed force main would quality except for minor short-term during construction. Short-term iml by maintenance of effective erosion pursuant to the requirements of the Control Act. not impact water supplies or surface water impacts from erosion and sedimentation )acts on surface waters will be minimized and sedimentation control procedures North Carolina Sedimentation Pollution 6 9. Shellfish, Fish and Wildlife and Their Habitats Impacts to shellfish, fish and wildlife would be short-term relative to clearing of right-of-way where required. A maximum width of 30 feet would be cleared for new right-of-way. Force main location along existing easements or rights-of-way will be used where possible to minimize new easement clearing. Short-term impacts would also occur related to stream crossings, including one crossing of Little Lick Creek and two or three crossings of other small creeks or drainageways. Erosion and sedimentation control measures will be applied to minimize adverse impacts. No threatened or endangered species are expected to be adversely affected by the proposed project. The "Inventory of the ' Natural Areas and Rare Species of Durham County" does not identify any significant natural areas along the proposed force main route (Sutter, 1987). 10. Introduction of Toxic Substances No toxic substances are expected to be introduced into the environment ' as a result of the proposed project. 11. Eutrophication of Receiving Waters The proposed project will not involve any discharge to surface waters; therefore, it will have no effect on eutrophication of receiving waters. F. Mitigative Measures 1 Mitigative measures to minimize adverse effects on the environment for the proposed project are summarized as follows: 1) During Construction Activity Removal of natural vegetation along easements will be ' minimized by using already cleared areas where possible and/or paralleling existing easements or rights-of-way. New easements will have a maximum cleared width of 30 feet. 1 7 i Soil erosion and sediment will be limited by design and enforcement of effective erosion and sediment control measures. Construction noise, vehicle emissions and dust will be minimized by limiting construction to normal daytime working hours, by proper maintenance of construction equipment, and by watering to control dust. Impacts on archaeological or historic sites will be limited by routing of the proposed force main away from existing cemeteries which are identified in the "Durham County Inventory of Critical Lands" (Triangle Land Conservancy, 1985). 2) Long-Term Effects No significant long-term adverse effects are expected for the proposed project. 8 ' References !?1 In 1. Hazen and Sawyer, P.C., "201 Facilities Plan Amendment, Northside and Little Lick Creek Wastewater Treatment Plants", prepared for the City of Durham, June 1987. 2. Hazen and Sawyer, P.C., "Northside WWTP Expansion Environmental Assessment", prepared for the City of Durham, April 1989. 3. U.S. Environmental Protection Agency, "Draft Environmental Impact Statement, Durham-Eno River, North Carolina Wastewater Treatment Plant and Service Area", September 1989. 4. Kirby, Robert M., "Soil Survey of Durham County, North Carolina", U.S. Department of Agriculture, Soil Conservation Service, 1971. 5. North Carolina Division of Environmental Management, "Evaluation of Water Quality Impacts Associated with Selected Alternatives for the Durham-Eno River WWTP EIS", March 1989 (Draft). 6. Triangle Land Conservancy, "Durham County Inventory of Critical Lands", prepared by Triangle J Council of Governments, 1985. 7. Sutter, R.D., et al., "Inventory of the Natural Areas and Rare Species of Durham County", prepared for Durham County and the Triangle Land Conservancy, March 1987. I NSASSESS.RAB 9 r i TABLE 1 CITY OF DURHAM FORCE MAIN FROM LITTLE LICK CREEK WWTP TO NORTHSIDE WWTP ENVIRONMENTAL ASSESSMENT Physical Environment along Force Main Route Area to Physical be Cleared Line Segment Length (feet) Environment acres Comments A - B 300 Forested, 0.20 Crossing of flood plain Little Lick Creek B - C 650 Forested, 0.55 wetlands C - D 2,050 Subdivision, -- Parallel to scattered trees existing gravity sewer for 1,300 feet D - E 500 Forested 0.5 E - F 3,700 Road right-of- -- way F - G 1,750 Forested 1.0 450 feet along existing gravel drive G - H 11,050 Partly 2.5 Parallel to forested, AT&T cable partly cleared easement; parallel to existing gravity sewer for approx. 1,300 feet (2 places) H - I 2,000 Partly forested 0.5 Parallel to partly cleared existing gravity sewer s f TABLE 1 continued CITY OF DURHAM FORCE MAIN FROM LITTLE LICK CREEK WWTP TO NORTHSIDE WWTP ENVIRONMENTAL ASSESSMENT Phvsical Environment alone Force Main Route Area to Physical be Cleared Line Segment Length (feet) Environment acres Comments I - J 1,100 Road right-of- way J - K 1,200 Gravel parking -- City landfill area, road site parking right-of-way area and access road K - L 700 Forested 0.5 Northside WWTP Site Total 25,000 5.75 1 1 1 1 1 1 1 1 1 1 1 1 1 m n U N WN F O O a D Cn7 ? ; m I N m ?o I? 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AS m Z ti N nit O m 0= O O p m m m 0 A S Ao C D O> ° mm VMr p 00 y .A LZ mR r? tir Om OOZ m ? ti°AN <°0 ('mil tif=n Om Z A r ZDm D? ?O? ° /? m A p x x m O V) ? y2 Z y OK oz 0 r1 2 to Z O (/t m= r Z N A(l ?F+ O -Zi y $ m ? zy0 >1n OD rD-D Dir mjA ;Dort Z Z OmOZ <z? CL C? A n N -i fit- rt CDl nt D Zr O? O D n z D O ?0 ?N DN Z q m r O m> A Z D z ~p 0 r- ° y C O 0 m- O D V! O Z c? m N N N ?Z zm yr, o ° Az r, z D n s m o = o z W WZ N N Am z c Orl z An N 0 T N N O ?O 0 ? o v O A n ? ? t7 n ( r9 O r?rFR ` ? ? II ty o n ? u O r? A x i A N w °z 0 s w r 0n m:71 D? m ?0 r ? Z T Z? 0 C7 D O= 0 m ;Q m n X DZ m 0 K: c M? z ° m n D c:0 0 n Z N Z D 0 m D r r r D Z D Z 0 0 m g>o zgp ?g Er n c = a Zg?R, rl nm> A? N An O n W 70 Q =A P 0 c s .p io W N m ? ,P N - A Gl oco) c) I L. W W W W W A O 10 10 O O O 1 1 l 1 BEGIN CONTRACT NO. 4C FM STA 0+39.96 I I-L.I_? III_ IfI III III II? STA 0 40 + PLUG VALVE rn I I -- TYNE DRIVE If II IIII i I I ? N IL V _ I - I I TYNE DRIVE WHITBY COURT p 620-PLUG V MINERAL SPRINGS ROAD o ?- ,STA 42+67 ARV ASSEMBLY p I I o ---L__{--_---T--F-i_1 STA 56+78 ARV ASSEMBLY /?n 4 t vnD I Y -- I T <i `\ rcttMAN K ° CD STA 67+20 ARV ASSEMBLY 1 I co O STA 69+00 PLUG VALVE o i - -4 -- - i o. - STA 90+34.59 ARV ASSEMBLY CD I I Q CLAYTON ROAD ST A 99+83.06 A RV ASSEMBLY r- I I ? I W N O S f- CLAYTON ROAD "--? --- STA 116 ARV m II I i \l I C) N mol V MBLY CD STA 121+20 PLUG VALVE 4- Z O A CHEEK ROAD fTl J. ...... _.-_- - •---.__. .... .. ........ _._ _•___... __... _.. - O STA 133+00 ARV ASSEMBLY l ' cn Py PERVIS ROAD N 0 0 STA 145+40 ARV ASSEMBLY / JUNCTION ROAD 00 S A 1 + A ASSEMBLY ../. :. .. l -. ,-- ' o HARVEST STREET ° STA 173+40 ARV ASSEMBLY o STA 175+00 PLUG VALVE i ea STA 181+40 ARV ASSEMBLY ((? O N I I ,? I ° I--^-^_ -- STA 191+00 ARV ASSEMBLY -" -' , I GEER STREET - ' CID ° I 1 I I N 1°o INTERSTATE 85 NORTH li ST 211+00 PLUG VALVE N INTERSTATE 85 SOUTH N - CAMDEN AVENUE 1 I i_ } 8 1 I I CLUB BLVD. 1--- --I UGLY N I --?t----?--?- +--1'--t-i--I-?-._?/ .I- -?- ---:_. STA 2311+40 j STA 247+91.27 END OF FORCE MAIN N I 1 ? I I I m CD ? O O O 0 O O O O 0 0 O t N n n zz? ? m + J -- O N + - - n ° o r D N w co Z D V D TYNE DR S 4- t+ CU zz? N rn + / O n = Ls + UC WHITBY CT D MINERAL SPRINGS RD 1 0) + ? Sy ^ Lr) y 92` d ? w D PQ \ N A O + O D + o a, O o sy?F / D ? /Q / p u ° y o / ?A 0 7 Y ?a CD a m O °mi v IJ D tD + O N O O a "m'I m 0 W W / cm) ? + + 9A m CD °A rn m Ao CD D m In ? I a, CdErg RU - N Z °o n / = m A M f + Ni PLS / . W ?s cn ?o° + o? ? a 0 m I ?? rn oa y rbti rn rn 0 N Lo D N m D D ? _? W sy,(? N _ D V `cr N + _ 0 A 0 o ° + _ o m y N D Z T \ w ?E CF` ! tD fP + S O cPy o Z? V) D N O D 0 0 A_ ra ?A,uO ti FN ql? Ln V) 1 ^ ? ? , ; c e n n ?G + + O a D-f? O - mo N n A n rng ? 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I C I n t I I a a i, I b B NIN-, d n 30 ?.- _ - _. o + p M 038 u 1 1 n _Q I v) o s I Ili... j I e I. ?? I w I I i I U I W 'a'I li 1 CI z o v ^1j a? N --;? L?, 1HS 3NI HDIVN I 1 '0 ' ?`I DoE 010 +? Io o? tiF 1S 30 S N1038 I T ova'` C vw State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor April 5, 1993 A. Preston Howard, Jr., P.E. Jonathan B. Howes, Secretary Director Thomas Glenn City of Durham 101 City Hall Plaza Durham, North Carolina 27701 Dear Mr. Glenn: Subject: Proposed Fill in Wetlands or Waters Little Lick Creek Pump Force Station Durham County DEM Project /1 93009, COE # 199300746 Upon review of your request for Water Quality Certification to place fill material in 0.08 acres of wetlands or waters which are tributary to Little Lick and Ellerbe Creek for pump station located at SR 1814 in Durham County, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2733 issued January 21, 1992. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 18. If you have any questions, please contact John Dorney at 919/733-1786. Sincerely, 1 P ston Howard, Jr. P E. APH:JD Attachment CC: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DEM Regional. Office Mr. John Dorney Central Files Samuel Cooper; CZR, Inc. Regional Offices Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007 Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer a STAZE o .,,` hiw rPr State of North Carolina Department of Environment, Health, and Natural Resources 512 North Salisbury Street • Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor February 15, 1993 Thomas Glenn City of Durham 101 City Hall Plaza Durham, North Carolina 27701 Dear Mr. Glenn: Subject: Proposed Fill in Little Lick Creek Durham County Jonathan R Howes, Secretary Wetlands or Waters pump force station and main DEM Project # 93009 Upon review of your request for Water Quality Certification to place fill material in 2.64 acres of wetlands or waters which are tributary to Little Lick and Ellerbe Creeks for pump station and sewer lines located at SR 1814 in Durham County, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2664 issued January 21, 1992. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 12. If you have any questions, please contact John Dorney at 919/733-1786. Sincerely, reston Howar, , Jr. P. E. APH:JD Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DEM Regional Office Mr. John Dorney Central Files Samuel Cooper; CZR, Inc. P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-4984 fax ,# 919-733-0513 An Equal Opporruniry AKirmarive Action Employer MIEN AND SAWYER Environmental Engineers & Scientists December 28, 1992 Wilmington District Engineer Corps of Engineers Department of the Army P.O. Box 1890 Wilmington, NC 28402-1890 Attn: CESAW-CO-E Dear Sir: C T)E&1 (7 6df ) Hazen and Sawyer, P C. 4011 WestChase Blvd. Raleigh, NC 27607 919 833-7152 Fax: 919 833-1828 Tff6 5__ l WETLANDS OROt1P WATER l1ALffY SECTION ?' Re: Nationwide Permit Application Little Lick Creek Pump Station and Force Main City of Durham, NC H&S No. 3444 Please find enclosed a nationwide permit application for the above referenced project. The following documents are included for your review: 1. Plan cover sheet showing area and location of the proposed project. 2. The August, 1990 environmental asGe ,gmPn-r for rnp ^r^n^?^,4 3 sheets " .? 4 their 5. 'nwater ?°, o. ? a 9s 3s? The U. y1G have been cc DEM Water C application package. a 7 ?G - a s .3s Office he _....N..,.., JV lJ %if this New York. Ni' • Armonk, NY • Upper Saddle River, NJ • Raleigh. NC • Charlotte. NC • Richmond. VA • Hollywood, FL • Boca Raton, FL • Fort Pierce, FL • Jupiter, FL • Miami, FL • Bogota, D.E. Colombia MIEN AND SAWYER Wilmington District Engineer December 28, 1992 Page 2 Please contact us should you require additional information. Very truly yours, HAZEN AND SAWYER, P.C. F. Stuart Carson, P.E. Principal Engineer FSC/wp Enclosures cc: Mr. Tom Glenn, City of Durham Mr. John Dorney, DEM (7 sets) Mr. David Dell, USF&WS 0 set) Ms. Rene' Gledhill - Earley, SHPO (1 set) Mr. Don Cordell, H&S Mr. Kevin Carter, H&S DEM ID: ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT ,#) 12 & 18 JOINT FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE APPLICATION FOR SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC 28402-1890 ATTN: CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. BOX 29535 RALEIGH, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME: City of Durham 2. OWNERS ADDRESS: 101 City Hall Plaza Durham NC 27701 3. OWNERS PHONE NUMBER (HOME): N/A (WORK): 919-560-4381 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Thomas W. Glenn, P.E., R.L.S. (see owner's address) _ 5. OCTION OF WORK ('OUST ATTACH MAP) COUNTY: Durham L A NEAREST TOWN OR CITY: Durham SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, is proposed at the existing Little Lick Creek WWTP ETC.): Pump station FF Stallines Road (SR 1814) and the proposed force main route is frnm the pump station to the North Durham Water Reclamation Facility, The proposed route parallels 2507, 1825, 1800, 1884, 1838, 1670, 1731, 1671, 1669, and at AT&T easement portions Are cross-co nttrryy Little Lick Creek Ellerbe Creek 6. NAME OF CLOSEST STREAM/RIVE?:? / 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 (X] 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ] NO (X] IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: 2.64 (0.08 acres at pump station) 7/8/92 • I ? .? -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FLOODED: EXCAVATED: TOTAL IMPACTED: FILLED: 2.64 (0.08 acres at pump station, the rest is force DRAINED: main backfill) 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): 16 MGD Wastewater Pump Station, 30" dia., & 16" dia. force main. 13. PURPOSE OF PROPOSED WORK: To pump and convey wastewater currently being treated at Little Lick Creek WWTP (to be abandoned) to the North Durham Water Reclamation Facility. 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. See enclosed environmental assessment for this project. 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (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 [X] NO [ ] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT? HAVE YOU DONE SO? YES [X] NO ( J RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. ADDITIONAL INFORMATION REQUIRED BY DEM: A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON THE PROPERTY. B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Varies (undeveloped, residential, F. IF APPLICABLE, N/A commerical, municipal) WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? ---K- .. OWNER'S SIGNATURE TE CZR, INCORPORATED' Environmental Consultants Donald L. Cordell, P.E. Vice President Hazen and Sawyer, P.C. 4011 WestChase Blvd. Suite 500 Raleigh, NC 27607 4709 COLLEGE ACRES DRIVE UNIVERSITY PLACE, SUITE 2 WILMINGTON, NC 28403-1725 TEL (919) 392-9253 FAX (919) 392-9139 15 December 1992 Re: Little Lick Creek Force Main wetlands delineation Dear Mr. Cordell: This letter is to confirm the findings from the 11 and 17 November 1992 on- site inspections of a sewer line corridor northeast of Durham in Durham County, North Carolina. The project area is a corridor approximately 30,000 feet long by 30 to 40 feet wide and is identified as the Little Lick Creek Force Main corridor. The purpose of this field inspection was to determine the nature and extent of wetlands regulated by the U.S. Army Corps of Engineers, (COE) under Section 404 of the Clean Water Act. During on-site visits, wetland sites along the corridor were delineated using the COE's "routine on-site determination method" of wetland delineation (see enclosed data forms). This method evaluates three parameters: soils, vegetation, and hydrology. The presence or absence of hydric qualities associated with each parameter is used to make a decision. Generally, all parameters must exhibit hydric characteristics before an area is deemed wetland. Further information on the necessary requirements needed for wetland confirmation can be found in the Corps of Engineers Wetlands Delineation Manual. The soil survey for Durham County indicates that portions of the corridor pass through wetland (or hydric) soils. The only hydric soil series listed for the project area is Chewacla. Chewacla soils are typically found within alluvial floodplains of the Piedmont. Most Chewacla soils are poorly drained and frequently flooded for brief periods. There are thirty-three crossings of wetlands or waters of the United States in the corridor. Four of these crossings are only waters of the United States. Upland areas between these crossings lacked one or more of the three parameters necessary 1150 SOUTH U.S. HIGHWAY 1 / SUITE 201 /JUPITER, FL. 33477-7236 (407) 747-7455 / FAX (407) 747-7576 Mr. Donald L. Cordell, P.E. Page two 15 December 1992 for a wetland determination. Narrow streams with little or no floodplain comprise many of the crossings. Most of these crossings are wetland inclusions within soils mapped as non-hydric. There are also areas within broad, low elevation, Chewacla floodplains that lacked the hydric soil parameter and are included as upland. Many of the wetlands exhibit soil colors of low chromas with some mottling. Soils with low chromas and mottling are characteristic of seasonally or temporarily flooded wetlands. The wetland vegetation is characteristic of Piedmont alluvial forests. Dominant canopy species include red maple (Acer rubrum) and sweetgum (Liquidambar styraciflua). Lesser amounts of willow oak (Quercus p hellos), American elm (Ulmus americana), river birch (Betula nigra), and tulip popular (Liriodendron tulipifera) are found present. There are relatively few shrubs and herbs, except along the wetland edge and on high areas within the floodplain. Common shrubs include red maple, arrow-wood (Viburnum dentatum), and swamp rose (Rosa palustris) in open areas. Herbaceous species include Nepal microstegium (Eulalia viminea), woodland oats (Chasmanthium laxum), and witchgrass (Dichanthelium dichotomum). Greenbriers (Smilax spp.) occur in the floodplain and become more common along wetland edges. Disturbed areas within the floodplain contained cattails (Typha spp.), soft rush (Juncus effusus), and meadow-beauty (Rhexia sp.) in low, poorly drained depressions and brook-side alder (Alnus serrulata) along creek edges. Vegetation of the upland areas is dominated by northern red oak (Quercus rubra) and white oak (Q. alba) with lesser amounts of American beech (Fagus grandifolia). Herbaceous species more common in upland areas include Japanese honeysuckle (Lonicera japonica) and Virginia heartleaf (Asarum virginicum). Hydrological status is sometimes a difficult parameter to evaluate, especially from a single visit. Pooled water and signs of surface water were observed in most of the wetlands on 11 and 17 November 1992. The soil was saturated close to the surface for other wetlands. Shallow pools of standing water were located in many of the low depressions. The presence of surface sediment deposits and dark stained leaves indicate that other areas had been inundated in the recent past. Oxidized rhizospheres (discolorization in the root zone), which are an indicator of plants that have been exposed to prolonged anaerobic conditions, were also noted. A single ribbon of pink survey tape was hung at the beginning and end of each crossing of a wetland or water of the United States along the corridor. Ribbons were numbered 6 through 73. Crossings that denote only waters of the United States include the area between flags numbered 10-11, 12-13, 38-39, and 40-41. Mr. Donald L. Cordell, P.E. Page three 15 December 1992 I met on-site with Eric Alsmeyer of the Raleigh COE field office on 10 December 1992. We walked much of the corridor and things went smoothly, with no significant changes to flagged areas. Eric is concerned that wetlands adjacent to upland portions of the corridor may receive fill and not be returned to original predisturbed contours. He pointed out that all impacts/disturbances to wetlands adjacent to upland portions of the corridor should be minimized and returned to original predisturbed contours. A draft map of the corridor indicating the approximate locations and areas of wetland crossings was given to Eric Alsmeyer on 10 December 1992. He signed a "Notification of Jurisdictional Determination", which indicates he has verified the wetlands along the corridor and the determination may be relied upon for three years (see enclosed form). He requested that we send him revised drawings indicating the locations of the surveyed wetland crossings. Eric also looked at the area surrounding the Little Lick Creek Pump Station. He agreed with the upland/wetland boundary along the southern boundary (flags numbered 1 through 5), and indicated that a narrow band of wetlands extends north from the end of a 6-inch PVC drain along the edge of the chain link fence in the "yard" of the established pump station. The area south of this drain to the flagged line (flags 1 through 5) is upland from the pump station to the edge of the creek bank. Eric indicated that expansion of the pump station and any fill in this area would not be covered under the same Nationwide permit for activity in the sewer line corridor. He mentioned that activity in this area could potentially be covered under a Nationwide 18 permit. Eric also said that both activities (sewer line corridor and pump station expansion) should be submitted on different applications. He said to use the revised application dated 8 July 1992 (enclosed) and that all drawings should be on 8.5" x 11 " paper. CZR Incorporated would be glad to assist you with any permit applications. If you need any additional information or have any questions, please do not hesitate to call. Sincerely, CZR INCORPORATED Samuel Cooper Project Manager cc: Bruce Bolick, CZR Incorporated Kevin Carter, P.E., Hazen and Sawyer, P.C. CP 1277 U.S. ARMY CORPS OF ENGINEERS Wilmington District Action ID: I9q 3 00 7Y6 County: , L'?,,Mirk Notification of Jurisdictional Determination Property owner/Authorized Agent Address 2209 , Sfe. 2 /rV g doh{ NC ,28 yo.3 Telephone Number 624, 911- 31?-q / 53 Size and Location of Property(waterbody, Highway name/number, town, etc.) ti ay feo f? 60" 11TV7e 4ck reek Fne /Lath fpm 414 Creek -Trp fo n / v G?Y`r ?e11 S'f ?u r?I Q.h'1 , Dw?a.?+ Go c..,,?y , ?L Indicate Which of the following apply: • There etlands on the abov es ribed property which w r gly suggest shout delineated and curve ed. surveyed we nd tin is must be verified our sta ill mak a final juri iction I det atio on your roperty. • rinal ause of he size of y r prop ands Ad nnot be ac om in e timeIine o the wetla. ps staff tew it, and, if it is a rova y the Corps. The Col without an approved survey. resen orkload, our identifica ' n and d ine ion o your a timely ma e . h to e to a cons It t too ain a ds. Once ur consultant has agge a wet an ' he pr perty, accurat e strongly recomm d at you have th ine surv ed for t >m not make a final jurisdic 'onal determination on your roperty The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed three years from the date of this notification. • There re no wetlands present on the above des ' d property w 'ch are subject to the permit rnomt en e tio n 404 o e lean Water t (33 SC 1344 ge i e aw 0 ublis ed reg his det minatio to upo or ape 'od t to exce ree ye rs f e da of this noti ' ation • he p n ovate one of the 20'P-6stal Counties. You f? Coa Management to determine their requirements. to Offied of Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the property restricted entirely to existing high ground. If you have any questions regarding the Corps of Engineers regulatory program, please contact /- ,,,G, s Gr' at 9174-5 171 14 12±_ U111 - Property owner/Authorized Agent Signature CZ? =A14~0 e4-J ? Project Manager Signature - Date f 2Expiration Dated SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM. CESAW Form 5(M 1 OCT Q-1 .j, - ,CJ ? ' ` ?j,?j?--• . j? j!?,N;, ,?j???-?jr\ s;• ? F - ? - r-3; , 00 Jn j r°? U?r Jam,/ / ?Ig , s` L5 " lc? I 2211 j j: yob .:/-??_ ? ? ?\ ? C7vl 1 _ ?i` ? ? ? ml - ?• `? \\\ _? fir. ? _ \ II ?? 1. ?? ',; ' • 1?.. ?-------:4 OS ?^ psi j 20 Cll e?l ij d \ cg' . »?N ? „tECtiti-AS.." c!Gi<, o • ? ? ? ? ?o `?' ? I L ? )/, _ $ ; \ ? y!? ? C ?•??C?,T/ ?i? ?_ J 11? ?r . ? o / ? j ? Jj ? ; %'? ;1? = _, ? ? ? C- ?j U 1 BOO j , \ \ 1,??`?,?/ ?' ???? • - .. ?? r \ o'` ?? X k? a -?"? ?'?? Ir \, _ ,. ? \?\ n`\t?a\\ ,r _ _` ...•.. ??' mil ?;-: _ (/ ?•i '? ?. ?1?. SQl F -.:' 11 ? `. m \. '? <\ • ?:.- I \\ .yam- ? ?`.?I ? ?. ? /_? \? -? ?\ J'\..' ? _ /?i J ?? ?• ?? . ? % ?, -__? ? `?,, ? `l1\?,•r:??-\\ ?\ .. _ . a,,? . (I'•. ( ? ? ; ,? /C 1 it a^ • ? ?" ? ? , -'? °c? --r?? (fl?J?, ti( )??j,r ,)\•'?: ?y ?? •??, 1\' v? ?d0 `? (, H,1`? - ?. • - ?..?????? r? -I; . ? ? ? ? ??\?? ? ? •//\ iii' n \,'?=/' r-,. 1 l ?I r.J„? •?\ 1 ?\ ) , ? ? I 111 - \? ?, ?? I `J'J/? ?I mm `- i!%,: (/ ?I ? __ C\ /? ? ,,_ r '¢ (]' •,?(? cif •, ? ? (??// `? •) J ?. it m'?°• ? ? l r%/?r? ? • .: • v- 1 L?, 4? c' U U Q J '??? 1 '°? ?`? '4c; ??`? , ?/ ? \` \/ LAS •'?!. •.1\ ?? ' LLJ u it E Z 5h0 Irr :?1 r?/'r rf?:? 1 '?C-? aa.`u i?? /??/?C'??;(?. orl / (? 'a F- _ ? , . -. ))`1 / . ) 1! v t- I?? , -_ .` X1(1 1 ,, ' , ` \ osf , i ?•^ ` Q •_.7 fJ ?W .\ ?,.\~??.?/ I' ? ?? t/ l \?_?,1 ?i7 "m°m ,??U,?=? '1\?? ??? I :5? Z a Z „FZ. -00 O Q ? ?? - lr. ( > (?a'? ?I rv 1 Al l IT I,".. Lij 0 7Z ? ??? ; r?\ '? ?? ? . -,?-///-^^^,J\ 1. .., ?.i/I/?C/? '..,: ?C- ? ----?_,.=-Da.•L'"`?',.--' --. i-. ?=1• -- • - i ?Itt `' a ?• ? ; r' ; i? ' _ %' '° ???\ ?? ?? ? 7 ? ? r?.?, .\• / ?``?. ?? 1 l I i ? I J ??°? ?'IJ`r?,. ii,\ •?.• v, 1,1 ? ;?-'^'\ $,,\nl/v•,II-?J /,?????---';/ _ ?'t/•m ? _?.; •l 40 14, $ o - arc oooM3? of i ..•,?• ? ° y-? ?--1i1 f?''% ? ',\• '?.j ?? IL/!l; ?I???.\ •??:.•, ? _ ;\ DEC 17 192 14:52 TO 9198331828 FROM CZR,INC.919-392-9139 T-226 P.02 417 DATA FORM ROUTINE ONSITE DETERMINATION M6THOD1 Field Investigator(s): 3 9' -+'eo- date: t`7 l? Fria p- WY12 Pro] 6. `" „m"! I?,?y? +?ey,r, sarw L14?!. St me. de- county: Appiicent Oftilts Plant community #fNam tWt%wJ;ied* Note: M a more detalled site description Is necessary, use the back of data form or a field notebook. ----.-..----.,....-------------------.-_------------------- Do normal en4irdntnentol conditions exist at the plant community? Yes _\,-" No (H no, explain on back) Has the vegetation, bogs, and/or hydrology been significantly disturbed? Yea No v? (if yes, exptah on back) --------------------------------------------------- Indicator Dominant Plant Species statue G e-k 2. Uyn _I e 5. A? r r rr- AC a. 71 8. Pic a i?nw. ?1. a.Mws A 10 VEGETATION Indicator Stratum pominant Plant Species Status Stratum 'vw 11. ?? 12 13. Sti- 14. si, 1 is. 1e. .c? 20. Percent of dominant species that are OBL, FACW, and/or FAC `>sl x is the hydrophytio vegetation oriterion met? Yes X No Rationale: SOILS Serfes#ase• Subgroup-.2 '??" ? X ut v vr'?S Is the soli en the hyddo sells list? Yes >?. No Undetermined is the soil a HIM06017 Yes No 7-Histlo oplpedon present? Yee No = le tha Boil: Mottled? `(? No Oteyod7 Yoe No L Matrix Motor: L2.5 a Mottle Cok": Q15 Y e/G, Other hydro sell indicators: Is the hydro soil criterion met? Yes No Rationale: HYDROLOGY Is the ground surface inundated? Yes No Surface water depth: a - 2+? - Is the soil sntutated? Yes No Depth to free-handing water -T6 pweoll photo: o - („ List other field evidNnos of sti tR•,e inundation or, soli sLatyration. Is fhb wetland hydrology criterion met? Yes - )<_ No Rationale: JUMSDICTIONAL DRERMINATION AND RATIONALE Is the plant community a wetland? Yoe No Rationale for lurisdkotionat decision: t this data form can be Wed iqr the Hydrlo Soil Assessment Procedure and the Plant Community Assessmeni prOwdurd. 2 Mealfloation awonArfp to 08olf Taxonomy," ?a ?-2 DEC 17 192 14:53 TO 9198331828 FROM CZR ,INC. 9 19-392-9139 T-226 P.03 ludr`h'? to v f sari" dsly' DATA (FORM ROUTINE ONSITB DETERMINATION METHODI Field Investlgato a): :S Date: r'1 ?.-??°L?4.-- ProjectMe: rJow w U"-f- State: AR- County: + ••'?•. Applicant/Owlet. Ptanl Community #/Name: !Vote: If a moro detailed site description is necessary, use the back of data form or a gold notebook. --------------------------------------------------- Do normal envlranmental eandltlons exist at the plant community? Yoo &-- No (lf no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes Na ?•v' (If yes, explain on back) Dominant Plant 2 4M-441-& ? 3 A 1 I.ANS fkrwn w 4. 6 ?wnip6.{Mk vivg?nl't? . -r- 7. Lonlceva ?Dv,crnica? 8. L X11. $ be ,r- r- ri 9. 1 10 n.,e a.?lw?br- ?tol dlav?.?5 VEGETATION Indicator Status Stratum Dominant Plant Species fl)? e-!& CAPWY ti. r 12. V'A Fflo 13. 14. <L 13. ac, f6 17. upL 18. 19. te%L 20. Percent of dominant species that are OBL, FACW and/or FAC X50 ? Is the trydrophytic vegetation Critarlon met? Yea No _ Rationale: 80lL9 Serfes/phase:-??waa?a Subgroup:z llnv eAt'c i?br Is the soil on the hydro soils list? Yes X No Undetermined is the soil a Hlatosol? Yea No yr, „ Histle opipedon prevent? Yes No Z Is the soil: Mattkd? Yee No Gloyed? Yes No _4C Matrix Color: to KR s 7u `+ mama Colors: tither hydro toll Indlentora: lathe hydro colt edterlon met? Yea No Rationale: HYDROLOGY Is the ground surface inundated? Yes No Stoace water depth: > ?z" In the soil saturstod? Ybs No 'i Depth to free-standing water In pit/soil robe hula: List other field evident of surface inundation or nail saturation, to the wetland hydrolo0y cfitorion met? Yes ___ No ?- Rationale! JURISDICTIONAL DETEFiMINAIION AND taATiONALE Is the plant community a wetland? Yea No Rationale for)urfedidionat decision: t This data form cart its used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure.- 2 Ciassllkxdlon according to "Sol taxonomy." Indicator Status Stratum J 8-2 DEC 17 192 14:53 TO 9198331828 FROM CZR,INC.919-392-9139 T-226 P.e4 DATA FORM ROUTINE ONSITE DETERMINATION METH0131 Field Investigator e). $• t bate: 17 11for?`r?o?- lqa? Project/Ske:- z- 8,11 np Sv~ Ijn#- State: WG County ,Am Applicant/owner. ?'1aZ0? i ? ?-- Plant Community NMame: vti Note. N a more detailed alto desctiptlon Is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? ?. ^ ^ - - T Yes _ - No (if no, explain on back) Has the vegetation, bails, and/or hydrology been s(gnificantly disturbed? Yea No 74. (if yea, explain on back) - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Indicator VEUETATION Indicator Dominant Plant Species Status Stratum ominant Plant Speclos status Stratum C D ?._. . t ?^A ' t. 2. KAe-l' ZOE 12. 3. a 6h Gu 44.1' 13. 4. Q+ 4A cv S r K6ef , FALL. C,tN 14, 5. 8 11 utV%jXM dHdA. ,_,w\ eI P++b 5. 1 19. 7. ar .. ?a410 6ite-_ 1?6-b 17. n' e. 6m, NMI 10. g s?l?aSw?o.rN?ih 4?Yhh+ < 19. 10. . 2o. Percent of dominant species that are 081, FACW, and/or FAC Is the hydrophytic vegetation miterion met? You >4 No Ratlonale: SOILS Serles/phase: cne'wu1o. _. -Subgroup:! i1titirrowaM?T Is the soil an the hydro sops list? Yes No Undetermined Is the soil a Histosot? Yes No _7 Histin epipedon present? Yes No y- Is the soil: Mott Yes No Gleyed? Yes No Matrix Color. Mattte Colors; 1.5 y, roYr- 40f_6 Other hydric soil Indicators: Is the hydric soil criterion met? Yes_ No Rationale: HYDROLOGY Is the ground sudace Inundated? Yee No `7 Surface water depth: Is the soil saturated? Yea No Depth to free-standing water In pit/soll probe hole: • 1V 41st other field evidence, of surface Inundation or soil saturallon. ?. 1 t 1 Is the wetland hydrolody criterion met? Yes_ No Rationale: JUFIISVIC710HAL DI TEFIIWNAT1CiN AND IIATIONAL19 Is the plant community a wetland? Yos _)L No Rationale for'Jurlsdidlonal decision: 1 Thin data form can be used for the Hyddc Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy: S B-2 DEC 17 '92 14:54 TO 9198331828 FROM CZR.INC.919-392-9139 T-226 P.05 S, - - -- - A` ? 'j?1 vMda+?+ ? shays l c. c? DATA FOFIM ROUTiNI= ONSITI! DETERMINATION METIiOW Field Investlgsdottts)- pate: -7 A)QY" 1 q0 Projod/Slte:-.?atrnt..l?' _ 5ewty lsnw State: NL county: v-r Appik:ant/ownsr. plc xsdn - <aNr-gL Plant Community #IMame: ??? &V'gy Note. H a more detailed site description Is necessary, use the back of data form or a field notebook. Do normal onvlronmental conditions 9*t at the plant communhy7 ^r Yea ,?? No (N no, explain on track) Has the vegetation, sots, and/or hydrology been signlfic:antly disturbed? Yes _ No_ C (it yes, explain on back) --------------------------------------------------- V>:GETATiON Indicator Dominant Plant "lea Status Stratum I. Cv?evcr 1 10, c t_ WY 2. w+c n rch Actx c4n4 3. dce?r Mbr,.r" c5 >:i9G e,4 4. S. 6. ?wt?? a1 w i.11 7. _ QrlkS rv?ivA GVl HS t? 8. 9, __ASAJN y1 ??y?i(yLn L(Jl 10. Dominant Plant SPOG1e3 11. 12. 13. 14. 15. 16. 17. 10. 10, 20• Percent of dominant spades that are OgL. FACW, and/or FAC 4.-)09 Is the hydrophytlc vagelatlon crile lon met? Yes No Z_ Rationale: _ Indicator Status Stratum SOILS ` (Series/phase: - Q ewNAC, Subgroup•2 rhkVAJ1 f -j4t`1. $ TS Is the soil on the hydro soils flat? Yea ,_„_,?_Z No Undetermined _ Is the soil a Histasol7 Yes No Hfstld opfpodon prbsent? Yes No Is the soil: Mattled? Y No Gleyed? Yes No Matrix Color: --a1S? Moths colors' Other hydria soli Indicators: Is the hydro soil criterion met? Yes No -2L Rationale: HYDROLOGY Is the ground surface Inundated? Yes No _.24_ Surface water depth: itla/? Is the soli saturated? Yea Nom Depth to froo-standing water In ph/soil probe hole: ? '? List other, fleld "Ones pf surface inundation or golf sgturatiog. Is the wetland hydrology $rlterion met? Yes No Rationale: JURISDICTIONAL DETF-RIVIINATiON AND RATIONALE la the plant community a wetland? You No Rationale for jurisdictional decision: 1 This data form can be used for the Hydric Sall Asnasomont Procadure and the Plant Community Assessment Procedure. 2 Olassflksatlon according to '3011 Taxonomy 13.2 DEC 17 192 14:55 TO 9198331828 FROM CZR.INC.919-392-9139 T-226 P.06 DATA FORM ROUTiNI; ONSITE DETERMINATION METHOD, Field inveetigator(s): S ! P='e , g, Project/she: 'S Ovj h+l ~ Se?+ev 4,1 NG Date: 1 raeg Applic:anUOwner: --Aw Stato: Coun ,?,?av+ Plant Community #/Name: r?++?? f'v+cc. Note` If a more detailed alto desoriptlon Is necessary, use the back of data form or afield notebook. ------------------------------------------ Do normal environmental conditions exist at the plant community? Yes ?_ No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes NO--V- (If yes, explain on back) ---------------------------------------------------- indicator VEGETATION Dominant Plant Species Indicator Status Stratum Dominant Plant Species Status Stratum i. r+ ws v'a 04 VA ? 1 t. VIP. $I 'A 3. •a? •r• vt ? _?s4 r ?- 13. 4. A_ 14. 8. ewJer r? CAD 7. ")fV'V goo 4 17. 18. 9. ?' w+ GW •w 19. 10. GVt. a 2e. Percent of dominant spades that are 0BL. FACW, and/or FAC ?5J Is the hydrophytic vegetation criterion met? Yea No Rationale: SOILS _ 11 J Seriealphase: ???wc.k?a _ _ 5ubgroup:2?U?aq?Wt1?G ?V4r?pC?1y?JS Is the soil on the hydro soils list? Yea '? No Undetermined P Is the Boil a Hislosol? Yes No =Hlatlo op pedon present? Yea No Is the sort: Mottlad? Yes No Oleyod? Yea No . Matrix Cotar.+SY L Mottle Cofora 5'y Othst hydric soil indicators: t r' ' Is the hydric soil criterion msi? Yes , No F lationale: HYDROLOGY Is the ground surface Inundated? Yes No ?4 Sutfaco water depth: Is the soil saturated? Yea No Depth to freo-standing water in pit/soll probe hole: > Z'/ List other field evidence of surface Inundation nr xnn AAfmatinn f i Is the wetland hydrology cifierlon mot? Yes- No Rationale: JURISUIt;TiONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yea No, Rationale far jurisdictional decislon: t This data form can be used for the Hydiic Soil Aaoossmant Prooodure and the Plant Oommunhy Assessment Procedure. a Classilloatlon according to *Soil Taxonomy.- B-2 W Ft JM O"r!r'd 1.i UJC VI\L7 - DATE RECEIVED TIFI T F COVERAGE A TE ISSU D YEAR MONTH DAY NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTICE OF INTENT REQUESTING COVERAGE UNDER THE CONSTRUCTION ACTIVITIES GENERAL NPDES PERMIT NCGO10000 STORMWATER DISCHARGES Complete this Notice of Intent (NOI) and mail to the following address North Carolina Division of Environmental Management Water Quality Section, NPDES Group P.O. Box 29535 Raleigh, North Carolina, 27626-0535 The NOI must be accompanied with a general permit filing fee of $50.00. The check should be made out to the North Carolina Department of Environment, Health, and Natural Resources. Applicant Information: (please print or type) Name: Department of Water Resources, City of Durham Address: 101 City Hall Plaza City: Durham State: NC Zip: 27701 Phone: ( 919 ) 560-4381 Project Information: Little Lick Creek Pump Station and Force Main Name of project: Contract Nos. 4A, 4B, and 4C. City: Durham State: NC County: Durham Estimated time table of the project: One (1) year Physical Location Description:(Street address, state road number, distance and direction from roadway intersection, Lnd attach a copy of a county map or USGS quad with the facility marked on the map.) Pump station off SR 1814 (Stallings Road) at existing WWTP site. Route is cross-country, paralleling secondary roads and an AT&T easement or most of the [Agency use only: Latitude Longitude_ I project. See enclosed description in specifications and attached location map. 1r NOI 01 Page 1 Stormwater discharges to Little Lick Creek, several unnamed streams, Ellerbe Creek, all of which are in Falls Lake watershed (name of receiving water or, if to a municipal separate storm sewer system, name of the municipal system) Number of stormwater discharge points? 52 I hereby, request coverage under the referenced General Permit. I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit. I agree to abide by the following as a part of coverage under this General Permit: 1. 1 agree to abide by the approved Sedimentation and Erosion Control Plan for this project and to keep a signed copy of the letter of approval of the plan on-site at all times. (A copy of the letter of approval of the plan must be attached to this request.) 2. 1 agree to not discharge any sanitary wastewater from this construction activity except under the provisions of another NPDES permit specifically issued therefore. 3. 1 agree that there will be no chemicals added to the discharge. 4. 1 agree that wastes composed of building materials will be disposed of in accordance with N.C. statutes and rules governing solid waste disposal. S. I. agree that maintenance activities for vehicles and heavy equipment will be performed so as to not result in contamination of the surface or ground waters. 1 agree to abide by the provisions as listed above and recognize that the provisions are to be considered as enforceable requirements of the General Permit. I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. r signature date A.T. Rolan name of person signing above (printed or typed) Director of Water Resources title North Carolina General Statute 143-215.613 (1) provides that: Any person who knowingly makes any false statement, representation, or certification In any application, record, report, plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for similar offense.) NOI 01 Page 2 ?? FI4? 34-¢0 sun , RP? C. ECEIVED . .. AUG 1 0 UU-2 State of North Carolina '----p"- Department of Environment, Health, and Nate, esou Raleigh Regional Office James G. Martin, Governor Edmond John Maguire William W. Cobey, Jr.,.Secretary Regional Manager DIVISION OF LAND RESOURCES August 7, 1992 City of Durham Department of Water Resources 101 City Hall Plaza Durham, NC 27701 ATTN: Thomas Glenn, P.E. RLS RE: Letter of Approval Project Name: Little Lick Creek Pump Station & Force Main Location: Durham County Submitted by: Hazen & Sawyer, PC Date Received: 7/9/92 and 7/30/92 Date Processing Initiated: 7/9/92 New Submittal (X) Revised ( ) Dear Mr. Glenn: This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval. If any modifications are not incorporated into the plan and implemented in the field, the site will be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute, hereinafter NCGS, 113A-61.1). The land-disturbing activity described in the plan for this site may be subject to the approval of other Local, State or Federal agencies. This could include the Division of Environmental Management under stormwater or other water quality regulations, the U.S. Army Corps of Engineers under Article 404 Jurisdiction, county, city or town agencies under other local ordinances, or other approvals that may be required. The approval issued in this letter cannot supersede any other required permit or approval. Please be advised that. Title 15A, North Carolina Administrative Code, 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also, please consider this letter as notice in accordance with the requirements of NCGS 113A-61.1 concerning our right to perform periodic inspections to ensure compliance with the approved plan. 3800 Barrett Drive, Suite 101 • Raleigh, N.C. 27609 Telephone (919) 571-4700 • FAX Number (919) 571-4718 An Equal Opportunity Affirmative Action Employer Mr. Thomas Glenn Page 2 August 7, 1992 North Carolina's sedimentation pollution control program is performance oriented, requiring protection of the natural resources and adjoining properties. If at any time during this project it is determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require revisions in the plan and its implementation to ensure compliance with the Act. Please note that this approval is based in part on the accuracy of the information provided concerning financial responsibility. You are requested to file an amended Financial Responsibility Form if any changes become necessary. In addition, it would be helpful if you would notify this office of the proposed starting date for the activity at the subject site. Your cooperation is appreciated and we look forward to working with you on this project. If there are any questions, please do not hesitate to contact this office. Sincerely, JLH/jf cc: Mr. Kevin Carter, P.E. Fa hn L. Holley, J2?-P.E., CPESC gional Engineer nd Quality Section Raleigh Regional office Y PLAN REVIEW COMMENTS Project Name: Little Lick Creek Date Received: 7/9/92 and 7/30/92 Pump Sta.& Force Main Date Processing Initiated: 7/9/92 Location: Durham County Reviewed By: John Holley New Submittal (X) Revised ( ) Approved (X) Disapproved ( ) Reasons for Disapproval ( ) Modifications (X) Performance Reservations (X) MODIFICATIONS 1 Where diversion swales are used, they must outlet to a stone check dam or basin (see around Sta. 7+00 on Drawing No. 3). --2-.1 Rock check dams must be provided in existing channels below the construc- tion activity where significant channel grading/restoration is proposed (see around Sta. 26+00 on Drawing No. 6). 3. The outlet from the affected area at the 18" RCP at about Sta. 37+50 on Drawing No. 7 must be protected with a suitable stone filter or check dam. 4. The stone from check dams must be used at any pipe inlets or outlets affected by construction in the vicinity upon dismantling at the end of construction. This particularly applies to the 24" RCP at about Sta. 60+20 on Drawing No. 9. 5. The notes on Drawings 10 and 11 must be changed to reflect that a revised plan must be provided for our prior approval in the affected areas if new or additional measures are required other than those proposed in this plan. 6. Diversions must be provided adjacent to proposed check dams and basins as necessary to direct runoff from the affected areas to these traps avoiding OF bypass and subsequent sediment loss. This particularly applies,to Drawing - No. 22 where runoff along Mist Lake Drive needs to be diverted to Basin F. 7. A stone check dam must be added in the roadside ditch north of Camden Avenue below the affected area at about Sta. 228+50 on Drawing No. 23. 8. A stone check dam must be added below the 15" RCP outlet at about Sta. 40+50 on Drawing No. 28. 9. It should be noted that since the fords are intended as, permanent features, all rip-rap must be undercut in accordance with the profile drawings rather than the detail on Drawing No. 31. All rip-rap must be flush with surrounding earth surfaces, particularly at channel inverts. PERFORMANCE RESERVATIONS In light of the limited information provided for culvert outlets, use of stone from check dams is accepted subject to satisfactory field performance. If problems develop, detailed designs will be required. General Recommendations and/or comments: Revised record drawings due by 8/20/92.