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HomeMy WebLinkAbout20080355 Ver 1_More Info Received_20080418Re: Little Alamance Creek and Brown Branch D~-r~~55 Subject: Re: Little Alamance Creek and Brown Branch From: Salam Murtada <salam.murtada@ncmail.net> Date: Fri, 18 Apr 2008 15:30:33 -0400 To: Eric Kulz <eric.kulz@ncmail.net> CC: Kristie Corson <Kristie.Corson@ncmail.net> Eric, Please find attached responses for your comments. Arcadis stated that re-inforced grass matting is proposed to increase design shear stress which will be sufficient for the given 10-year storm discharge. Based on Part Three of the checklist, items 7 and 8 are still pending. Kristie Corson, EEP project manager is working with the town to obtain the operation and maintenance agreement. Also, the option agreement is not yet finalized due to on-going easement negotiations with the city. Please let me know if this will be fine for the issuance of the permit. If you have any questions or need further information, please let me know. I will send hard copies by mail. Thanks! Salam Eric Kulz wrote: Salam; Just following up on these projects. I think you said your designers were going to look at the level spreaders and the slope issues. Any info so far? Eric Salam Murtada, PE, CFM Design and Construction Unit Ecosystem Enhancement Program Work Phone: (919) 715-1972 Fax: (919) 715-2219 L Alamance and Brown Branch DWQ Response.pdf Content-Type: application/pdf Content-Encoding: base64 1 of 1 4/25/2008 8:23 AM ARCADIS Infrastructure, environment, facilities Ms. Kristie Corson North Carolina Ecosystem Enhancement Program 2728 Capital Blvd, Suite 1 H 103 Raleigh North Carolina 27604 Subject: Little Alamance Creek Stream Restoration Project (DWQ #08-0324) Brown Branch Stream Restoration Project (DWQ #08-0355) Alamance County Dear Ms. Corson: This letter is being sent to address the North Carolina Division of Water Quality's (DWQ) comments and supply the additional information requested in their letter dated March 12, 2008. DWQ's comments are shown in italic, our response follows the comment. !t was not clear that the level spreaders were of suffrcient length fo discharge to the forested filter strip. Our calculations considered the filter strip to consist of heavy ground cover, not forested. Normally for such projects... the required items. The completed BMP Supplemental Forms are attached. !n addition, our engineer...for diffused flow. The maximum slope downstream of any of the level spreaders is 6.7%. This is below the maximum allowable slope of 8.0%. Please feel free to contact me if you have any additional questions. Sincerely, ARCADIS G&M of North Carolina, Inc. 801 Corporate Center Drive Suite 300 Raleigh North Carolina 27607 Tet 919.854.1282 Fax 919.854.5448 v+ww.arpdis-us.com TRANSPORTATION Date: April 9, 2008 Contact: Robert Lepsic Phone: 919-854-1282 Emall: robert.lepsic@arcad is- us.com Our ret: N 0607003.0000 ARCADIS G8~M of North Carolina, Inc, o ert epslc Senior Scientist Copies: File Imagine the result g ~tlreVi0700S_bur~irp,onure emSVeoorespaMenceldwgresppnae20080{09.OOc ~F W ATF9 ~~~, . ~ °~ y ~~ o ~ NC~ENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, i+ILTER STRIP AND RESTQRED RIPARIAN BUFFER SUPPLEMENT This foml must be completely frrled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED REMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)t Project name Contact name Phone number Date Drainage area number For level Spreaders Receiving Fiow From a BMP Type of BMP Drawdovm flow from the BMP For Level Spreaders Receiving Flow from the Drainage Area Drainage area Q.v~.at;. ~i~ Impervious surface area . Percen! impervious Rational C coefficient Peak flow from the 1 inlhr storm Time of concentration Rainfall intensity,l0•yr storm Peak flow from the 1U-yr storm Where Ooes the Level Spreader t)Ischarge? To a grassed bioretenlion cell? To a muldied txoretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify) Fitter Strip or Rlpartan Buffer Gharaderization (if applicable) Width of grass Width of dense ground cover Width of wooded vegetation Tote! width Elevation at downslope base of level tip Elevation at top of bank of the receiving water Slope (ftom level lip to to top of bank) Are any draws present? cfs ~3~.~h ftZ COv~.~tMn.~ y-(ovJ~. F4t.~'S~7 ~ ('~tudt.~s -}~~.1 av-e~c(r8+.~r4+~ Qv~G.(a.+d'i'fNl°C`~``•'~~c zs C~.SC? . ds IO min ~,5~r-' inlhr ~. cfs ~ 1. rx; ~l ~ i'<le.-4--ea~txcr ~~ (Y or N) tJ (Y or N) 1.) ~' a N) Y (Y a N) ft ~1~ ft -- ft ~~ ~~ ft ~~ ~' r! r4JD 88 ~1 ~ra~o86 % C1i ~ to t ~~~ (Y or N) Level Spreader Design ~-orebey~wtace~area 1~1p"~ sq ft Feet of level lip needed per cfs I ~ fticfs Answer'Y' to one of the following: Length based on the 1 infix slam? (Y or N) Length based on the 10-yr storm? ~~ (Y or N) Length based on the SMP discharge rate? (Y a N) Design flow ¢ cis IS a bypass device provided? N (Y or N) Form SW401-Level Spreader, Filler Strip, Restored Riparian Buller-Rev.5 Parts I. and ll. Design Summary, page 1 d 2 Length of the level lip 5 Z ft Are level spreaders in series? ~~ (Y or N} Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? (Y or N) Does the channel enter the stream at an angle? (Y or N) Dimensbns of the channel (see diagram below): M tt W ~ IQ ft Y ft Peak veloaty fn the channel during the 10-yr storm cis Channel lining material ~• W :; t3 Form SW401-Leval Spreader, FiNer Strip, Restored Riparian Burner-Rev.S Parts 1. and II. Design Summary, page 2012 •- ~~ff~~jjll~1//A\~ ~o~oF wArEgQ~ NCDENR S70RMWATER MANAGEMENT PERMIT APPLICATION FORM --x-401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILi'ER STRIP AND RES?ORED RIPARIAN BUFFER SUPPLEMENt This ftnm must be completety filled out, printed and sutxrttned. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)! Project name ft. b Contact name 3i,~t.(~ '-~t~rL Phone number ~a ~.- f ~~ Z Date f~'PtZ.I t.~ ~.~'70 ~ . e Drainage area number 18`_'_._f}D-'C q S'~a. il'1~0 For Levet Spreaders Receiving Flow From a BMP Type of BMP ~' ) ok:. Drawdown Oow from the BMP q, ~ . :cis For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C rAefficient Peak fbw from the i inlhr storm Time of concentration Rainfall intensity, l0-yr storm Peak fbw from the 10•yr storm Where Does the Level Spreader Aischarge? To a grassed laorelention cell? To a mulched troretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify} Finer Strip or Riparian Buffer Characterization (if appflcable} Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level fip Elevation at lop of bank of the receiving water Sbpe (from level lip to to top of bank} Are any draws present? Level Spreader Design ~ {Y or N) 1.7 {Y or N) f.J, ~ {Y or N} ~( {Y a N} Feet of level lip needed per cfs ) 3 fUcfs Answer'Y" io one of the following: Length based on the 1 inlhr storm? (Y or N) ~ Length based on the 10-yr storm? ~ (Y or N) Length based on the BMP discharge rate? (Y or N) ^ Design flow cis ~; S Is a bypass device provided? ~ (Y or N) Form SW401-Level Spreader, Filter Stnp, Resrored Riparian Buller-Rev.S Parts 1. and It. Design Summary, page 1 d 2 Length of the level 6p ,g~ ft Are level spreaders in series? ~~ or N) Bypass Channel Design {if applicable) Does the bypass discharge through a wetland? (Y or N} Does the channel enter the stream at an argle? {Y tx N} Dimensions of the channel {see diagram below): ~~~ W ft Y ft Peak veltxity in the channel during the 10•yr storm cfs Channel lining material • • ~ •------------- y > ~ ... , -- -------••-i M M ~ B ~ Form SW401-level Spreader, Filer Strip, Restored Riparian Buller-Rev.S Parts 1. and II. Design Summary, page 2012 , of w~rFH ~~~ X02 °c ~„~~, o ~ I~ICDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION fORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be compietety idled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CIiECKLIST AND ALt. REQUIRED REMS (NEXT WORKSHEET)! Project name Contact name Phone number Date Drainage area number ~.. For Level Spreaders Receiving Flow From aBMP Type of BMP ~~UaUQ:-. Drawdown flow from the BMP `7: _ • cis For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 inlhr storm lime of concentration Rainfall intensity, l0-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Olscharge 7 To a grassed biorelentan cell? To a mulched bioretenlion veil? To a wetland? To a filter strip or riparian buffer? Other (specify) ftRer Strip or Riparian Buffer Characterization (li applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level lip Elevation at top of bank of the receiving wafer Slope (from level lip to to top of bank) Are any draws present? fiZ ~- f1z ~.....~ ~ cfs min inrhr cis N (Y a N) ~) (Y or N) tJ (Y ar N) Y (Y or N) ft ~~~ fi ft ft kii~. . 1~ t~vO 8 t3 ~~ t.~ _ (Y or N) Levet Spreader Design f -r b k ~I ~ s eee~rea a~lr ore Feei of level lip needed per cis q (3 fUcis Answer `Y' to one d the following: Length based on the 1 inlhr storm? (Y or N} Length based on the 10-yr storm? ~ CY or N) Length based on the BMP discharge rate? (Y a N} Desgntbw "7 ds Is a bypass device provided? ~ (Y a N) Form SW401-level Spreader, Finer Sirip, Resiared Riparian Buller-Rev.S Parts I. and II. Design Summary, page 1 of 2 Length of the level lip c'1 ~ ft Are level spreaders in series? ~_L____._ (Y or N) Bypass Channel Design (if applicable) Does the bypass discharge through a weiiand? (Y or N) Does the channel enter ftte stream at an angle? (Y a N) Dimensions of the channel (see diagram babw): M ft e ft W ft y ft teak velodty in the channel during the 1Q-yr storm cfs Channel lining material • ;. `"~ .~ -------•----- Y , --------------+ M M i ~ i Fam SW401-Level Spreader, Filler Strip, Restored Riparian Buller-Rev.S Parts I. and II.Oeaign Summary, page 2 of 2 of wnrFa > =i ~r P `~ ~,~~ ~~ ~~ NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This fomt must be completely 8ged out, printed and submitted, DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS {NEXT WORKSHEET)! Project name Contact name Phone number Dale Drainage area number For Level Spreaders Receiving Flow From a BMP Type of BMP ~til7ls.~ Drawdown flow from the BMP to ._ ~ , cfs For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percentimpervious Rational C coefficient Peak slow from the 1 infir storm Time of concentration Rainfall intensity, l0-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Discharge? To a grassed biorelention ce11? To a mulched bitxetention cell? To a wetland? To a filter strip or riparian butfer7 Other (specify) Filter Strip or Riparian Buffer Characterization (Ef applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downsiope base of level lip Fevation at top of bank of the receiving water Slope (from lerel lip to Io top of bank) Are any draws present? n2 ~~ ftz °~ cfs min inlhr cfs ~(Y or N) N (Y or N) N {Y or N} ft ,~~ n ~. ft .. f< boo ~'NAva~B ~~~~ S (Y or N) Level Spreader Design h "" ' Q~7 9 'fl .tPdy3pr dt~ rtRt Feet of level lip needed per cfs ~ 4'1 fUcis Answer'Y' io one of the following: Length based on the 1 inlhr storm? {Y or N) Length based on the 10-yr storm? y (Y or N) Length based on the BMP discharge rate? (Y or N) Design flow ____~cts Is a bypass device provided? ~ (Y or N) Form SW107-level Spreader, Filter Strip, Restored Riparian BuNer-Rev.S Parts 1. and II. Design Summary, page 1 or 2 Length of the level lip Are level spreaders in series? Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Dimensions of the channel (see diagram below}: M 8 W Y Peak vebaty in the channel during the 10-yr storm Channel fining material H ~g ~ N (Y or N} (Y or N) (Y or Nj fl if R ft cis w ;• -~ Forth 5W401-Level Spreader, Finer Slrip. Restored Riparian Buller-Rev.S Parls I. and II.Oeslgn Summary, page 2 or 2 ' ~ ~Q?oF w~rEao ~- p 1C1E~IR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION fORM LEVEL SPREADER, FILTER STRIP AND RE5T4RED RIPARIAN BUFFER SUPPLEMENT this fam must be completely filled out, printed and submfitsd. DO NOT FORGET TO ATTACH THE REQUIRED REMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET}I ~~ name - - a , . Phone number `' ~. 5 A G~. Date , ~~ Drainage area number r' - _ ~' 1 For Level Spreaders Receiving Flow From a BMP Tl Type of BMP ~~(~ Drawdown flow from the BMP , _ , ~~ ~ cis For Level Spreaders Receiving Fiow from the Drainage Area Drainage area Impervious surface area Peroent trripeNI0U5 Rational C coeffiaent Peak flow from the 1 inmr storm Time of concentration Rainfall intensity, l0-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Dlscharge ? To a grassed bioretention cell? To a mulched bioretention cell? To a wetland? To a filter strip or riparian buffer? Other (spedfy) filter Strip or Riparian Buffer Characterization {ff applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation al downslope base of level lip ` Elevation at top of bank of the receiving water Sk>pe (from level lip to to top of bank) Are any draws present? Level Spreader Design -~- -- ft~ ~ - -~- .. _ _. - itz ~.•.- ,- ,. . .. r -, - cis ,r ,. ~ -~ - - ,- - min irdhr cfs {Y or N) ~' {Y or N) ~~F (Y or N) (Y or N) ~: is .~.st ; fl ft {;- _ fast'' Novo 8 8 96 _ (Y or N) ~jN i rw r> _~ fUc#s Feat of level lip deeded per cis Answer'Y' io one of the following: Length based on the 1 inlhr storm? Length based on tha 10-yr storm? Length based on the BMP discharge rate? Design flow Is a bypass device provided? {Y or N) (Y or N) ~~ (Y or N) . F . 1,.~ . cis lJ (Y or N) Form SW401•Levei Spreader, FNter Strip, Restored Riparian BuHer•Rev.5 Parts I. and II. l7esign Summary, page 1 a 2 Length of the level Gp Are level spreaders in series? iBypass Channel Design (it applicable) Goes the bypass d~charge through a wetland? Does the channel enter the stream at an angle? lJimens'arls of the channel (see diagram below): M 8 W Y Peak valodty in the channel during the 10-yr storm Channel lining material 1 ~o ~ C+~x, allot~lc~~ (Y or N) (Y or N) -~-(Y or N) tl fl K ~~h ds 13 Form SVV401•l.evel Spreader, Filler Strip, Restored R~arian Bufler•Rev.S Parts !. and n. Design Summary, pays 2 d 2 w ;, - - .c .` 0 1 r`-TT ~~Of WATEA ' S ~! P ~~~ STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPL1CATlON FORM LEVEL SPREADER. FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be completely liked oaf, primed and sutxridted. DO NOT FORGET TO ATTACH THE REQUIRED REMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)f Project name CoMad name Phone number ~ ,, , . ~ ~ : ~. . .. _ Date ., Drainage area number . - ~ .. .: For Level Spreaders Receiving Flow From a Type of BMP Orawdown flow from the BMP For Level Spreaders Receiving Flow from the Dralnage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak Bow from the 1 inlhr storm Time of concentration Rainfall intensity, l0-yr storm peak flow from the 10-yr slam Where Does the Level Spreader Discharge? To a grassed bioretention cdl? To a muk~hed bioretenflon cell? To a wetland? To a filter sUip or riparian buffeR Other (specify) fitter Strip or Riparian Buffer Gharacterization (if appUcabie) Width of grass Width of dense ground cover Width of wooded vegetation Total width tJevation a1 dawnstope base of level lip t?Jevatan at top of bank of the receiving water Slope (from level Gp to to top of bank) Are any draws present? level Spreader Design ~...~~.. a..,~e.,s ~e, (Y or N} (Y or N) ,N ~~~/~~- (Y or N} '~i (Y or N) , ~, ft ft r 'i ,-'; •' ft ~:.. •: ,, . 6psf ` % y~ _ ~ or N) fflcis Feet of level lip needed per cis Answer'Y' to one of the foNowing: Length based on the 1 infir storm? Length based on the 10-yr storm? Length based on the BMP discharge rate? Oes+gn flow is a bypass device provided? ~~(Y ~ N} (Y or N} ~_ (Y or N) ~.,~ ors ~ . (Y or N} Forth SW401-Level Spreader, Filer Strip, Restored Riparian Rafter-Rev.S Parts I. and a. Oeaign Summary, page 1 of 2 tergth of the level lip Are level spreaders in series? Bypass Channel Design (if applicable) Does the bypass discharge Uxtwgh a wetland? Does the channel enter the stream at an angle? Dimeltsions d the channel (see diagram below): M B W Y Peals velocity in the channel during the 10-yr storm Channel lining material 5~i K ~1 (Y or N) _ (Y a N) (Y or N) fl .... ft ~,~..~. ft fl ---w~~ ~ . ~.. ~.,,..... ~,...:: w. Y s Form SW401-Leval Spreader, Filer Strip, Reatored Riparian Buffar-Rev.S Para I, and It. Design Summary, page 2 or2 w • 7~ r. ~O x~/N ~rl~ N `i`j Please indicate the page or plan sheet numbers where the supporting documeniaiion can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justificat(on. Page) Plan Initials Sheet/No. ~w~F 1. Plans (1" - 50' or larger) of the entire site showing: -Design at ultimate build-out, ~ S IJ/f1 -Off-site drainage {if applicable , R l C ff basin) 9~- ~~ ~ i i ti a l li d d i l d b D ona coe per , ~ + u . i en ra ns ( nc u e a neate nage as - e -Forebay {if applicable), ~ G -High flow bypass system, N f~ -Maintenance access, ~1~~ -Proposed drainage easement and public right of way (ROVIr), and y-~ - Boundaries of drainage easement, ~/~~ ~~ F~~B 2. Plan details (1" = 30' or larger} for the level spreader showing: ' - Forebay (if applicable), 'a^~ ~' ~~ - High flow bypass system, /Y~.¢ - One foot topo lines between the level lip and top of stream bank, ~/-~ - Proposed drainage easement, and ~/-~ -Design at ultimate build-out. ~,,~ J, / t~ ~ 3. Section view of the level spreader (1" = 20' or larger} showing: . ~/~ - Underdrain syystem (if applicable), r/q - level lip, !8 - Upslope channel, and /~ - Downslope filter fabric. 1 t~ _~ z~ ~ .A 4. Adate-stamped photograph of the filter strip tha# clearly shows the type of vegetation that is present. ~"~/~x ~T ~5,(~ 5. A construction sequence that shows how he level spreader II bg prot led rom edimen u II he entire v ~ drainage area i5 stabilized. ~~/~ % ~ ~rf ~ s ~,.1 /fir ~r.,~.~ + ~~.r ~+~ ~ 6. The supporting calculations. ff~.~,~; ~ ~ ~~~_ 7. A copy of the signed and notarize Aeration an,~ m intenance (0&M) agreement. /~~ ~ ~ ~ i jS,,/ ~/ Vii' G~J f'P,w,.,~~y ~j~/'~ ~'•~ ~"~ O •~'1 .aJr Ps.a..w •,,,,~ Y~.~}f'~ 1 ~ha.- ~`'•~/ 8. A copy of the deed restrictions (if requ qd). ff / / r Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Pari III, page 1 of 1