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HomeMy WebLinkAbout20090183 Ver 1_Minor Variance_2009022009-0 1 83 KELLER ENVIRONMENTAL ENVIRONMENTAL CONSULTANTS 7921 Haymarket Lane, Raleigh, NC (919)844-7437 Fax (919)844-7438 LETTER OF TRANSMITTAL TO: NC Division of Water Quality WE ARE SENDING YOU THE FOLLOWING: ® Minor Variance Request Form ® Plans ® Documents ? Other ® Maps THESE ARE TRANSMITTED AS CHECKED BELOW ® For approval ? As requested ® For review & comment ® Please reply ? See below ® For your files ? Regular Mail ? Fed-Ex ® Delivered by KE 4 FEB `2 0 2009 I)ENR - WATER QUALITY WETLANDS AND STOR10ATER BRANCH ? Specifications ? Picked Up COPIES DATE DESCRIPTION 3 2-19-09 Cover Letter 3 2-19-09 Minor Variance Request Form 3 USGS Map 3 Vicinity Map 3 11-20-08 The Landings O&M Agreement 3 2-21-03 DWQ Stream Letter & Map 3 Lot 135 & 136 The Landings Subd. Revised Storm Drainage Pian Details 1 2-20-09 CD THANK YOU! Rec'd By: DATE: February 20, 2009 ATTENTION: Amy Chapman RE: The Landings Lots 135 & 136 Signed--fµ-., Cc: Natalie Landry; DWQ Raleigh Regional Office KE KELLER ENVIRONMENTAL ENVIRONMENTAL CONSULTANTS February 19, 2009 Amy Chapman Natalie Landry NC Division of Water Quality NC Division of Water Quality 401 Wetlands WQ Certification Unit Raleigh Regional Office 1650 Mail Service Center 3800 Barrett Drive Raleigh, North Carolina 27699-1650 Raleigh, North Carolina 27609 Re: The Landings Subdivision Lots 135 & 136 Minor Variance Request Raleigh, North Carolina KE Job No. 0814 "1 11 ``E3 r it Dear Mrs. Chapman and Ms. Landry: DENR - WATER &ALI'r WETLANDS AND Sl'OWvYTER QRPSC??' On behalf of Carlton Point of North Carolina, LLC, thank you for assistance from your offices. We are pleased to submit the following project to you for Neuse River Riparian Buffers Minor Variance approval. The Landings Subdivision is located in northeast Raleigh near the intersections of US-401, Mitchell Mill Road (SR 2224), Forestville Road (SR 2049), and the Neuse River. The addresses for Lots 136 and 135 are 3126 and 3130 Groveshire Drive, respectively. A site meeting was conducted on April 21, 2008 that included the owner, home-builder, contractor, engineer, Ms. Landry, and I. We are requesting permission to convert the existing structure to an underground level spreader in Zone 2 of the riparian area of the unnamed tributary to the Neuse River. Please refer to the existing and proposed details below. Existing: The Landings Subdivision is an existing residential subdivision. Groveshire Drive is located in the eastern-half of the subdivision and ends just beyond these two lots. Three lots below this Area of Concern (AEC) and along the same stream is a neighborhood park. There has been observations and evidence of kids playing in and around this existing stormwater outlet area. As seen on the following page, there is an existing stormwater outfall located at the rear and between the two homes. Beyond the two homes are two small grassy areas and ridge. This short but abrupt ridge is located immediately above the silt fences and the Zone 1 line. The Zone 1 area between the silt fences and stream is very flat and densely vegetated. The Landings Subdivision NRB Minor Variance Request February 19, 2009 Page 2 of 4 Safety Concerns: There are several safety and other concerns about the existing structure. They include the following: • Drowning or serious injuries in the outlet pipe and scour hole area • Kids playing with the large rocks and lodging them inside the outlet pipe • Removal of the large rocks to inappropriate areas • Discharge outlet's proximity to the homes • Narrow and steep passage between the outlet and homes Southern view from lot 135 of the silt fences and Zone 1 riparian area. M :.. WI, , W. r ?M Southeastern view from lot 136 of stormwater discharge area and Lot 135 home. Aq The Landings Subdivision NRB Minor Variance Request February 19, 2009 Page 3 of 4 Proposed: Please refer to the attached underground level spreader (ULS) detail plan sheet. We are proposing to place this ULS between the above-seen silt fence and the small ridge at the rear of the homes. This location was determined to be the best since it is directly below the small hill behind the homes and furthest from the stream. All of the stone will be removed. The outlet pipe will be extended 20-feet to a T-fitting. This T-fitting will have approximately 32-feet of pipe extending from it east and west. The outlet pipe will consist of 15-inch diameter perforated plastic pipe surrounded by gravel. North American Green P300 fabric will be placed along the surface to facilitate the growth of the new grass. Options such as bioretention and above ground level spreaders were considered. However, these did not remove the safety concerns of the above-ground discharge. The topography behind the homes is also very conducive to the ULS since they are narrow and can fit within the confines of the small ridge and Zone 1 buffer line. Upon completion of the ULS installation, we will conduct regular monitoring to ensure its success. This includes video-documentation and providing it to your offices. Stormwater: The drainage basin for this stormwater outlet encompasses approximately five lots and 0.75-acre. The drainage basin is entirely built-out. This ULS will provide the necessary sheet flow into the adjacent riparian area. We request that these activities be allowed to proceed in this established area without the supplemental worksheets. The current discharge of the RCP is 4.7 CFS and the 15-inch diam. ULS should clearly handle the storm events. Eastern view from lot 135/136 lot line of the silt fences and Zone 1 & 2 riparian areas. The Landings Subdivision NRB Minor Variance Request February 19, 2009 Page 4 of 4 Thank you for your assistance with this endeavor. We look forward to receiving your approval. If you should have questions or require additional clarification, please feel free to contact me at 844-7437 (office), 749-8259 (cell), or email: iayOkellerenvironmental.com. Sincerely, Keller Environmental, LLC Jay Keller Principal Cc: Marshall Davis, Carlton Group of NC George A. McIntyre (P.E.), McIntyre & Associates Attachments: • Lot 135 & 136 The Landings Subdivision Revised Storm Drainage Plan Details • November 20, 2008 signed O&M agreement • February 21, 2003 DWQ Stream Letter & Map • Vicinity Map • USGS Map • CD of project information t ?? ?« t?rtlharn t. Hr? ? )x_ $G?Y{, E;xfV ± y ., t ! 1 onh (an ANY Ikaparrmm o, I:nvisom tiant rmd I411ur l Re mIrces R t? L'of?erz Ii Sullitt?, f)FreCigr Divrsion of Mites- Quaht.,r (F i- ii 4 a :p ro 1"lances Protection and Maintenance of Riparian Arcaas Rtale . _ . This /r?, .7r tr 2009 A UI 1 - a rya{v he 1rl?ov,, xopier? Jtu, us rrn FEE Tt??os ? t? ` ??oa :? n1az?? ?t??ra Check the appropriate box t)elow: ? Major N/aarian Minor Varian T flea se identity which - . paria.aa Area Protection Rule applies (Noce-this ?rur.rstbe. one of North Carolina's four WSW river basins. Ile Ekes BAn rraa-p k avaihble- at Netase ffiver Basin: Nattrknt SeuMtke Waters Management Strategy Protection and Maintenance of Mpa da n Areas Rule (I 5A N(-,'A(-' 02B.0233) u Tar-3 aauil[iico saver Baasiw Nutrient SeaasaNve Waters Management Wategy Protection and Maintenance or B paaria n Areas 11ule (15A NCAC 02B.0259') .._:._ ..._.._ .. _.._.-. _ ........ __.._ _..._ ?_ Part 1: Gener,.J Information (??lc'rdl".`:.' inclu(kL (alac`-Iincnt if the room /)r(wIC ecl L' If25'11fJ1:lti'YlJ.) }. hp}aiicartt"s ratarrre (a.?iae. rorpuratic>n, inclivicttral., etc. w??hc? <?wns tlac: t?ri>hea?ty): __C,anc??g_<?rcnrlr ?l' N'rartfa 4'?art?Iiraat, LL, 2. PrintOwner/Signing Off eial (person legal re poi sibM Or the property Land Ns compliance) Name: ?}tnslral! I.aa?`is 'Tide: <) \ ?? (larks tug` n C?oa?f Street address: City, State. /ip ANarmu t;_NY_I OC) '} .. "Telephone: rs 1'? ?? 7J-. t?t?O t. ) C. ., . i. Contact pe on who can answer quations a1x?r-It the proy sed pr6ed: Name: ias.- e l lt-1 Telephone: Fix: - - -------- - - ----------- Email: 1 r} ra,lceIIcrren,nonntent a'.g_cnn -------------- --- Version 3: January 2008 4. Project Name (SubdNidon. facia, or c Wiishmerat nwne - consistent mAl proj'eet naune on plane, specineadons, la.tors. operation and naainte:rtamx aar;rc:e'llients, ctc.): 6 TThhe_Lar)dmg 3 a, Prajcct Location: Street address: 312614030 C,?o ? ;ht?? )rtr _ ..... City. State, zip: H alc ta7h NC :AAA C'ounly: .a E L.atitude/1oiig,itude: >5 JS 6,W ,_7 8 C+. Directions lira site from nearest marjor intersection (Attach an 'SX 11 copy of the CiSGS totxpgraplaic, map iaaciicatin , the location of the sits j 1 Ilt l 'v!?r,tla tp fttt (?t 41 }\a»,ti :t tir11 Tigi ttnd_immeclEttcl take next_ri jlTt ( u _r. ( rtati ita.tt i) ive _!'t ic,et?l () 8_anilc c?3a ?u at _C r.g?s n [)u?w--- [ urtt_ri ht or?a_(?rc?ye? fliis ?rncj fa?t? are 7. Stream to be impacted by the proposed activ,it) Stream name, (for unnamed sbvaatn lab vi as '.t_ I to the ncaaxest naaaned streauaa): 1-41o Neuse ('ivar 8. Which of the: follo"Ang pernai naptla"Al_ will be required or have becra received alre;:ady for this project? Required: Received: Date received: Permit Pyle: CAMA Major C'ANLA N`(inor ............... 401 C'ertiiication;'404 Permit On.-3itC. W<asaewater Permit NI'DF, ' Permit (inaiutiin? 5tortYa??aler3 Non-di chau-,,,e Permit `Vatcr Suppip \Vam-shed Variance C?r.o,iipni:?e.dimcratati<tn C'ontrot Part 2: Propose(I Activity (Ply(.-Ise ine'lluk, olloc."Iment's rj tlat::'owrt /_u ?rvicaa c i.s instq iciE r'7i.) Description ofproposed aettvity [Also., p! case. attach a naap orst.tfticiwdoaaH (such as a plat Hupp or site plan in Adobe (pdf) format j to acn atetiy ddiru me the l omWaries of this land to be utilked in carrying ow. the activity, the location anal dimension ofanv disturbance in.. the riparian buffers a.ssodmed. mAh the activity, and the exuml of riparian buffers can the land. Inclaad the area o MAW in'Egaact in ft'.: l?l? 1)i«pusc; tt:? con erC an e?i?tut?r stt,in?y??_tc-r sutrae-dj schar67c tc? aaLI mAe:n"r-OLtitci_ let-c_l_;pt acler_(1 l ? t_ L'(ea1sG t ?ti r_tia th ttt ic,hc;cl. site plan for the proposed ac tt? ftv: t lii`_>?_ill irrt tali c it,tn??ui,tt,g the e.`a5tirt ;. rip r tl? fact to 7t?ne t,nci icfj ??e aft ul_)l and-ar:c.a __?. ?atrr}?tlv, the?rr-i5 7-(in??}t, f€ ct o i'_.ri.p-r) pip emend ng, 1r"m the uutjc; -' of s?hic_h -'0.1_ip'e aft ??_tclt._.. '?taatp€rr aaA ? aae?la ba Qs This scour holel c t55ip titer ?ti_ue.turra? is )})r_a ovilatcly _I_t) g assoceate??y ; j tWq n w stxwCOLA v Qar? L' 1.5 `ycill"I e feett- -f lnti i._ 0- cju?.f et_fo the l l S_ Stu Uw . fu, t_r-,t, __ itup;ct,, Zone- - 1- are _trttici?pated. Vo-arknee Requat Form, pane':' VaQw 3 Jamnq 2W8 Fill in the table; belcm to identify the sclmirc; t oiage of illip.,rct tcc i &. 2 ill the protected riparian bo fcrs and tho: rccluircct mitigation (IFM ill the iraatZalds portioll.. (.hi' the table., even if ani'tigatieon is not mq4. i d)i I I3taff.r Errrlr:act j Zone of j tmpael ill ?1s ur?rlbeI- Purpose ?fcrr 1, Recltrired Multiplier Impact Square fret (lndicate on ? they Inipac.t 1(?iti?rrtron Plan Sheet) ------ I ---- Zone 1 0 [ _._...-__..__ ?_ .. _ _._..... _ ._.._1 Zone 21 15C, S Orlmvaler 1 ? - - ,tructr.rrt Too -...-..._ 7--_- l i f.> - - *Zontn 1 'ntends out 30 feet pe.rp.E zndiccla c from the m:,3t Iand zrd Ionia oP the: top of t xtk m the rUjmed horhacr.occs v??,,Siition; Zone 2 extends an ndditi(inat 20 feet rrom the c et"e of %one 1. S. 'Mate reasons why this plan For the proposed ac lvity cannot be, practically accomplished., reduced or r'e:corifigin-ed to better In inirrrize or elirnirt"rte dIsttrrbance to the ripa riarn buffers: I he purposed, of the. proposed_a?tir tty is tca-o ode r.safer e;nt trom-l1ent in the areq of con ern ? Current storrriwitc_r_di charge is located t?ct_«cm.r- (ncl_rlir c.tlti rrc.?,.r- to two horn s,.. t xk"vidirgtlrc._ogtlw_t pjj?e ?U 1e.Gt y,rll place tile t LS In Zone ?This location \,vas determined to be the hest since: it is dirccl.ly bc-Jow the srnarll hill bthiud the homes and Purtlaast iron, tlac; Stream-. T'lae area below til vrom)sc;d Cal `? is '`_er t?1?i and vet-y tact on r,>_ven thic.l Options Such as t for tentrort. rrtci . <abos_e_ s t crirr7J level soreader~s Nvue considered.- red.. , f lou ,Nv vc;r,_ these d' d notreni ve the safety cctnc;erns of he rtaq?e.-~rr???r?el disehan-, ;. Description of anyr tw st managen-rent jaratctice.-s; to be a ed t« control irnpaacts ,issocia t.edwith this proposed activity (i.e., control IIA'nmoff from kPi'Xrvious strH,30e,s to provide; diffuse flow. re- pkmiting veo etation or enhancement of existing vegetation, etQ'I: The AFC -' Iestly r:ass, Cllaon int tallimr the Ut, the, area w i_il. be heard ;radccl_&_sc.cciCd aloni7; (lie clristurlietlare,at_J>yc_1 LS sstructtrtrVIll Jac Underground; thereby greattly_rr?? the currem sate.tv concerns a I rtcl_llrc>?_, ctrf(urc flc,tiV to flit stream. The «r<ass, tiliould rew-establish cturckl` since it Vr ill fray. sciillvic nt t a(ric_tttarid -hydcolog from the bolo" _ structure. B removim (lie_cxistirag rip-ra r 5c;t.?tit- hole lid ?lissioate,r pad2 this._Nt__rll tree a lot of area to be cols ertcd to g ass;- 5. Please provide an explanation of the folloawinrr:: (1) The practicer( diff;icuhies or hardship's (heat avould rc: ult from the strict application of thus Rule. The current ?ischari4e is cu1-r_cc ptable_clue to 5glbty concerns-. economic; hardship and proximity t.c (lie_ty,vo homers. The currellf_struttur i_ .) 3) 101S _r_Nsiv from tieiuhhorhood nark and there has_ been ob_servat'ons_and ey_trddence_of kids lil zv inc,,in and _ri.omid tlrrs_,StruCILlr It, s alsO Ve??_cl ? tfrctrlt to. -U -------- around the homes _i_n the discharr-w area duetc,.hi(Oi slope's aa,r)ef narrow ,romld The two hgrnes_harc: _' _ _' beery unable to sell 1rldw_e believe, Cor:rec;tins this rti5rrc ?n_rll vrval;lyr_ in?rm-ove.-the . rm-obabilit??-of these ----- homes to sell (2) 1 low these difficulties or hardships result from conditions that ar-e 1111KIue to the property involved. These11,11-dShiD5 rr-e ur>i(Me to this prron rty because M'the 1)r?> rrn_iiy of_the,lifarne's_to the current stormr' Ater discharge and stream. ']'here are.mmi kicks alolw Orr pveshire._Drive trot mairiv cat the m _ ?.. _ -- -- ---_ .. _. ------------- the adiacem pLr itctt tc7_the Cul_ tf sac . ? lots down. -1 ht5_p_trk is also lcrcicd along the s<r_rrtc strc:aru reach ------------- Vm;,amc Lc Rt quest Form. pngc 3 vc;s}aw 3 January 2008 (3) 1feconomic hardship is the major consideration. then i"We a syci0c cxidmakm of the. econoink hardships and the proportion ofthe hardship to fire entire value of the project. 1=I?? t??o_}>cnvite5 l?<t?c betit7 ur`talatc_ti _sell aild tine C(?r r'On _iSsu y ill gtr ,t j rnlprt the. l.>?>ildci s Iarahabil>t? etf thr sr. hnm? to se,11..,I3y ,e:4l.inp, ths.,5 ll??tiu w tits girtrre.}7??Loltic,sz«imnrn?irl _ hard.;>hip -will Ix _triIloved froan_the_bui_lder. fhc ?vsjjng silt._fcnce s will ret?tdri- jtl?. fap7?ratiitf; t,csrretit?__---slx?n__tl??_t???t<?t ate h<x?nyin?f_ t?Iltul'C;,._ tlrev will hr Igo iromnental (NC BMP in'PectiOn a14_111?r?ttF i??tn?F?__,(?rUt s(gnal X74 3') will also 4!!Iati3 ircl itlstsct the t l_S tin a r?r?ul ?r i?t??,ts. Part 3: Stormwater Provide a description of all best nianagern ent practice, t F3NIPs;) that will he med to control ntu:Ants artd sedimentation impacts associated with tte pro posod actin, Ay. Please ensure; to include; all applicable operation X, maintenance thr?et?rtt?att?s and worksh:,cts for the proposed f>N';I's. Also, include the B)dPs on ym plan sheet,.r hs: qv line. ift Sg r ?;1 rcrn?m 4?rt? ? 4he a po tilts, Fn iror,n??-z7t I d_NC cnrrectl}.__t? ???n_the,y4 c.t??t?t?rr_i??c,c?r1»n- nl?itnre, the?:? ???ril f?4 t_t r??;ult?__lta,r?.--- k?•i?lc?itc:_e,__<r1_thr__htc?p?r 1r;rl4tre,rlirL?? ?,If,?tlt?.I_I`?_?i11..1,?? f,ru_y_itf?d-t?.?__I)?_<)__iltu:G_ core l tion _ 1. Attach a description of ho", diffuse flow will be maintained through the protected riparian btuffe;rs. Please, r`nme to include all appticableoperation 41.?, maintenance agreements and workshects Ar the propmed diffuse Dm k measurel: r Also seclude Be diffuse flow memumO) on your Pan sheets. 2, MIal will be to anmual nitrogen lead contributed by this site after dcNe• 01111-ient in pounds' per- acre pa year without str'ucrural 1y11's (storrnwaier pond, ??te tiar?cl. infiltration basin, eWY? ,attach a detailed plan for all propoSCCI structural stormvVater E:iNIP':, Drainage ?Si?i i?f , ? ?t??t dIC'I?CId1I7iF2E?i?tP ? .__ liAIP riatarr??r Pa' I l'l;omf Final boxin draLipm,(,,e fAitro,',wn liwdivr', rermor'(r6 n lriAgen arilrf)gen" hasiri ra'Ya wilit(lil$ R§BY Y. FtC7GBJt:?y'? ( PuaCfin r?-tte loading (diCl ?t?l},4'?Etr. E'P i Q rr?J' ?il)'91CP[.I`1;I P _1`1 urn ild`(I F iiiify?t? I M75 Ac. _-.--. _--_._..-.._.--__ -- •---------__v _ _ ? --?__r__-_ __ _ ____- __-- _ 3 _ y -------- - _.._ - --------------- --------- I -- ?I ucich c^?rfcrrlarrr>rts c171c:I rc>fer? r?cc^s. 's ?Ittaclr cule?r.rJ?.rti?n?rs anal r•c<,I''rre?rz<-es. Include I'Imsj)ho t,t5 in the Tan-f'amlico Bosiii 4. Attach all applicable; supplement Orm(s) and ?nspectseut and Maintenance (l&l\!t) Form(O to this Completed application. The applicable strl?}'?I%r??ent?al 16rmf s) and I&A'I form(s) fur the proposed 13\4I's noted in your application can he downkWe_d from the (_ollcmim? we•bsite: rrttts.?,_?, e.,,.?!?r ? <,rri; rr !'. i:u r Ittrr, Variance Roquest Form, paq Version i,mWq WS Purl 4: Proposed Impacts avid Mitigation Provide a, description of hokw mitigation will be tachOve>d at. ti,our Oe pursuant to 15A C'SC 213.0242 for the Meuse. Basin and I5A i`'C:;?IC 213.060 for the:'Tar-fandico Hash). If buffer restoration is the method you arc- r-eWwm &I be m'r: to include a detailed planting, plan to include plant type., date- of pontings, the dam of the one-time fertilization in the protected riparian buffers and to Man sheet showhig the pi-op:rsed bent nr of the plantings. A guide to buffer restoration can tie downloaded gat the followirrg wcbsn'r H,pay'rnent into a buitr:r restonation [und is how you Man to arlrie e your nrititta % mquirement, then ine:lude: an acceptance letter T)m the rnit gation hank Non prrqpose to use swting dig have the mitigation credits <av adable for (lie rrutivaG)n neque.,aed. Part 5: Deed Restrictions 131 ,your signature in fart 5 of this applicratimi- you certifY that all structural stornawtater WN41 s mquircd by dais variance shall be located in recorded stornivval-e:r caseutaents, that the etasen tints ?kill run mTh the land. that the casements cannot be changed or deleted vNithout conct.u-rernce from the State, and that the easements wvHl lie recorded prier to the sale, of ?rrt}% lot, Part 6- Applicaia's Ce!rfificafion 1, ?aral ail_) ),?v is (print or type nanae of person listed in Part 1, deem A cLrh, that the hiforimition included on this permit ihty"Mi m f"omi iti conec( that the project will be conatructed in conformmnce. waK the aftihrc>wvd pins and that the dud runictiitns in accordance wvith fart 5 of ibis #o vi "A! h: D, mrded "Ali all incin rs.d pennh cor d4kins. r ,? w Signature: Date: 'brr,ar 19, 2009 - Title: Prarfrrc?a -- _ - ---------------------- Part 7:Plan Sheets Be- sure to include ra ce:apy of 0 of you cornMetcd application f6rrtr, plan sheets; and maps in Adobe; {pelf) format on a CL) or floppy Variance Iles}uest. i onn, page Version 3 January 2W8 Part 8- Checklist A complete application submittal Consists of the two" NY coin" Ment" :11W(Muplete submittals ivill be returned to the applicant. Fhrv complete \arieance rceluesl subinSal must he received 90 Mays prior to the ENxIC meeting at tivhich you tl Ah the request to be he an . Initial below to indicate that the ne ussmy informration Ims beat priOded. Applicant's Item Inid als Orig al and two copies o the arimw Requem fC;1FtYi:md the attachments Ii ted below, A vii: h ity malt, af the pinject (see lQu K Am 5) N ar f at e damcrostral ion of the neod for a t avianee (,see fart 24 A delailcd narrativc description o stornin,atCi'trlittnlfJY)tinlani ?7:e al'ill' (see Part. rf Calcul atkms suppoWng nitrogen (phosphorus W the° ' ar--Pamhco Basin) cstinl? , fart 4) loadin) ate.. l s'e, Calculations and ref rence:s supporthig nitropm (phosphoro in the Ar- u Pamlico Basin) reino al front proposed BIOPs (sec fart.-I) .; W cation and details bear all proposed stnrc ind stetir ""Her M's (see fart 4) . :: Three t-opies of the applicable Suppfc.naem. Form(s) and W/£ Form(s) l-or each -? BMP thin or narrative Rw each Amonatke .T3MP (Sep: Pao 4) 'T'hree Copies of plum and l)l ?'k lOpnlr I1L t?l`t)IeCt name Fnginccr and lit-Ili j Legend and north d( -v Scale (l" 5t)" i? l7rvi-eI cei} dp i` ? 0 Revision number & date. Viz, w "Oei n high water line (it ipplicabier) DmIle,nsione'd pi't)I?ul't?'i'?}L<.?IfCr boundar;V Lo" lion map nth named Streets or W `ante Road nurnixrs f ' Original contours, propo d contours, spent cle"niow, finiAwd noon ,:?` - elegy attons b d d ?: an glitter cur Dclails of roads, parking, cul-de s a s. ,idce kalhs, an l 0 FootprOt of any proposed buildings or other structures NVefleands delincated_ orb, note out plans that none tXisl L.FS(Stan eltaln<aE1e (including Off-site)tdrainags Cra3s:rnentS, pipe SiLUS. rmia calculations °r`,+ :, _. C' l:h rinerfe basins delineated ( 0 Poi-<.niual end rnteinament 5tretuns., ponds, lakes, rivers, and estuarics, ],ocatiGn of fi?rc,i vet,r;iaUOn afirng the >U'cilnrs, pc,rni5, htE+v>. rivers and estnaric:s ?'tu ianca ttequcst t,onn. Inge 6 Ve:mkn 3 wary 2005 I RM ' t1 r' W Mitchell fi_ l ad ,orestwil-le/R,OZZ ad N. . 2- ots ti� r _ � .� � �,: --.,;_ =,.,_— ,, el,. 26 t L� • 1� l�� �J ,.., ���i ijjj i 11�"52,� _ 1 �,•%'lj �. �_ � � ti3 rr _ 1 ` .•,� tea+ ��1.w' ' `'r 3-D TopoQuads Copyright 01999 Ikl.orme Yarmouth, ME 040% Source Data: I SGS tl Scale: 1:1200 Detail: 13-4 Datum- WC-qu «- Pennit Number: (to be provided by DWO Drainage Area Number: Filter Strip, Restored. Riparian Buffer and Level Spreader Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: - Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). - Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation - Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation. Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC, 1993). Forested filter strips do not require this type of maintenance. Once a year, the soil will be aerated if necessary. Once a year, soil pH will be tested and lime will be added if necessary. After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will remediate the problem: The entire filter strip Trash/ debris is present. Remove the trash/debris. system The flow splitter device The flow splitter device is Unclog the conveyance and dispose (if applicable) clogged. _ of any sediment off-site. The flow splitter device is Make any necessary repairs or damaged. replace if damage is too large for re air. Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev. 3 Page 1 of 3 BMP element: Potential problem: How I will remediate the problem: The swale and the level The swale is clogged with Remove the sediment and dispose lip sediment. of it off-site. The level lip is cracked, Repair or replace lip. settled, undercut, eroded or otherwise damaged. There is erosion around the Regrade the soil to create a berm end of the level spreader that that is higher than the level hp, and shows stormwater has then plant a ground cover and bypassed it. water until it is established. Provide lime and a one-time fertilizer application. Trees or shrubs have begun Remove them. to grow on the swale or just downslo e of the level lip. The bypass channel Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then reestablish proper erosion control. _ Turf reinforcement is Study the site to see if a larger damaged or ripap is rolling bypass charmel is needed (enlarge if downhill. necessary). After this, reestablish the erosion control material. The filter strip Grass is too short or too long Maintain grass at a height of if applicable). approximately three to six inches. Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer a Iication. Sediment is building up on Remove the sediment and the filter strip. restabilize the soil with vegetation if necessary. Provide lime and a one- time fertilizer application. Plants are desiccated. Provide additional irrigation and fertilizer as needed. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application. Nuisance vegetation is Remove vegetation by hand if choking out desirable species. possible. If pesticide is used, do not allow it to get into the receiving water. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality local Regional Office, or the outlet. 401 Oversight Unit at 919-733-1786. Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of') Permit Number: (to be provided by D1f'Q) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:The Landings Lots 13 )5 & 136 BW drainage area number:l Print name:Carlton Group of North Carolina, LLC By: Marshall Davis Title: Manager/Member Address:5882 Farin dg on Place, Suite 200 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. r, Morton N. Silberbera , a Notary Public for the State of New York , County of Rockland , do hereby certify that Marshall Davis MORTON N. SILBERBERG Notary Public, State of U No. 4799869 Qualified in Rockland County Commission Expires Aug. 31, 2001 SEAL, 08-31-09 day of , 2 0 0 8 , and acknowledge the due execution of the forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements. Witness my hand and official seal, My conunission expires personally appeared before me this 20 Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3 Date: 11-20-08 Jul-23--03 08:04A Daniel J. Bliley 919 934 8610 P.01 Department of Carolina State ent En rDepart and Natural Resources Raleigh Regional Office Michael F. Easley, Governor V1lilliam G. (Bill} Ross, Secretary "qr NCDENT40M M CARQUNA t]F?.+ -r+E CW ENVIRONMENT AMD NJStyRAL RESMiRCES Division of Water Quality February 21, 2003 Daniel J. Bliley 614 South Second Street Smithfield, North Carolina 27577 Subject: Neuse River Basin Buffer Rules NBRRO 03-0¢4 McIntyre & Associates property Rolesville, Wake County, NC Dear Mr. Bliley: On January 8, 2003, I conducted a site visit of features A, B & C involved in the above referenced project as identified on the attached maps. It was determined that the features shown on the Wake County Soil Survey and on the USGS Rolesville, NC Quad map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintename of Existing Riparian Areas, Administrative Code T1SA: 02B.0233 (NCAC .0233). Feature A is not subject. Feature B is not subject from the pond to the confluence of feature C. The pond however, located at the head of feature B is subject. Feature C is subject, the start point of this feature has been delineated and flagged in the field. This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant to wetlands and odier impam please contact the Central Office at 733-1786. Thank you for your atten ion to this metier and if this office can be of any assistance or if you have additional questions, please do not hesitate to contact us. Sincerely, Deborah Edwards EnvirorunelaW Specialist 1 cc: John Dorney/DWQ Wake County McIntyre & Associates, 4926 Windy Hill Dr., Raleigh, NC 27609 i= Mail Service Center, Ratslyh, KC 27699-1626 Tolophone (919)571.4TOO FAX(9i9)57i-4718 An Equal Opportunity Affirmative Action Employer 50% raayciedi10% post-consumer paper 4 \1 e - r i ` N ApA P 'O(lpp,,?, col \ e4ryaycp r \ ,. Qr ea. B? Rbe. Pt '?. 1 ;PAP ,O A Z m ?` _ _ _ _ _ v" 1737-92 9211 •- ' '1 RO US WADE iOID?Jy-ASR N I / ZDAING 3D 1p '?1,? ,$ ??? ° ?, I \ 1 1 I ?xA" 4 t _. Y s ? t / \ d 1 4 .. O `OS 0 \?\?~ o z _ar-- i ~T 5`jL„"^`3`^~ I I; U J ~j J convert existing FES to bypass ~ ~ ^ f ..c > u^ 9 i-S structure ~ a o = 1 ;;3 existing 18 RCP ~-o zc°o~~ E. 9 9 9 ;r C I~ N 6t 20 PRIVATE p~ ~~~a c _ r ~Z ~ co AGE DRAIN E;3 TOP TRASN RACK 210.18 Q ~ Ea NT EASENIE 2 ~ N N ~ E i;; ~ ~ ' i ~ , f ~ 15" DWHCP ARMOR WITH NORTH AMERICAN GREEN ~ ~ 2.0 P300 ~ OT 136 ~ ~ L ~ ~ 1 ~~i ~ ~ LOT 137 ~ E'~ ~ - TOP OF TRENCH ~ ~ : ~ LOT 135 ~ 209900+- i a_. r, r ~ U ~ ~ ~ ~ SOT 134 X57 WASHED STONE i ~ c~ , , ~ r ~ ~ Gi - '----BOTTOM OF z ~ ~'~:a: I ~ 1° I i~I F-- I TREf~Ci-l ~ I[~V OUT 15" ~ WELLING ~ ~ , D _ , ~ x ~ E~ DWHCP 207.43 FOUNDATION i W i E ~ EXISTING INVERT 15" PERFORATED ~ ~ 'j = = 207.63 BY SURVEY PLASTIC PIPE m f,-_ C 0 f f'`~ ~ ENDS TO BE CAPPED SUBGRA[~E ~ I I? ~'1 WITH STD. CAP ~ 1i,1 ~ ~ ~,;i; C,~ ~ ~ , DWE~~ING f. 206.50 FL 15" PERF PfPE (j~ ~ f< I f~f, c~ z I' p END FES ' z~ f 'j ELEV=207.63 7 ] 7,.i DETA{L NOT TO SCALE ® ~ U y,~ Fr ~ ~j , I iP ~d~ 1 Q r- - I _ END CAP CK D ~ t 1 "RCP F~ODU = 4D CFS J EXfSTDG 8 ~ 64 15" PAR ~~~a - USE RIUER BUFFER F PIP t - - E E @ 2 'c~ ~ ~ r_ ; 21 EF p ~ DWHCP 211 ~ ~°w 2 ~ r=` ~ ~ 1 ~ DDD D D D DDD DD DD DDD DD DDD DD ~D _ END CAP ~ 6 - ~.''f ~ o~ ~ ~ - x~,~~~ ~ Z W Og ~ ~C ~ q ~ 2pg O 2pS 2p~ ~ J EXISTING RIP REMOV P A D REPLACE WITH 1 ~ ~ RA ~ O ATH OF NORTH AMERICAN SW ~ GREEN P300 C~ CREEK j r..,,~, ~t z u~ DRAWN DRD HECKEa DRD APPROVED GMM START DATE JOB RODE DRAWING FEB 915 2 0 2009 No. R -1 tMSt'l Ud3SAt@ SJORI SCALE ~"-~O'