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HomeMy WebLinkAboutWI0100560_DEEMED FILES_20190927Ro gers, Michael From: Rogers, Michael Sent: To: Friday, September 27, 2019 6:12 PM Lucas, Annette Cc: Anen, Steven C; Farkas, Jim J Subject: RE: [External] FW: [EXT] WI0100560 UIC Stormwater Well Home Trust Bank Thanks Annette. Also, in the previous email I attached a new revised updated Notification form for UIC Stormwater Wells. Would you have this form replace the one currently on your website. Thanks. From: Lucas, Annette Sent: Friday, September 27, 2019 4:20 PM To: Rogers, Michael <michael.rogers@ncdenr.gov> Cc: Anen, Steven C <corey.anen@ncdenr.gov>; Farkas, Jim J <Jim.Farkas@ncdenr.gov> Subject: RE: [External] FW: [EXT] WI0100560 UIC Stormwater Well HomeTrust Bank Michael, Here is the web page for our Stormwater Design Manual: https://de q.nc.gov /about/divisions/energy -mineral-land- resources/energy-mineral-land-permit-guidance /stormwater-bm p-manual. Infiltration systems are in Part C.2. Thanks, Annette From: Rogers, Michael Sent: Friday, September 27, 2019 4:17 PM To: Martin Kocot <mkocot @landworksen gineering.com> Cc: 'Nancy Sheridan' <Nanc y.Sheridan @htb.com>; Lucas, Annette <annette.lucas @ncdenr.gov> Subject: RE: [External] FW: [EXT] WI0100560 UIC Stormwater Well Home Trust Bank Martin- Thanks for the additional information. Based upon our phone conversation and looking at the plans further, this does meet the criteria of a UIC Class V stormwater well system as it collects stormwater runoff, including from the roof top, and diverts to infiltration gallery. Below is screen shot of the UIC stormwater rule readopted effective 9/1/19. There is also a link to EPA's UIC website. And attached is a revised updated Notification form. Also, please reply via response with by this email within 30 days whenever the system is constructed as it will change the status of the UIC stormwater system from proposed to active in our database. Thank you for your cooperation. 15ANCAC 02C .0227 STORMWATERDRAINAGE WELLS SYSTEMS (a) Stormwater Drainage Wells Systems means well systems that receive the flow of water that occurs during rainfall or a snowmelt event. 1 (b) The following Stormwater Drainage Wells Systems shall be permitted by rule pursuant to Rule .0217 of this Section: (1) systems designed in accordance with stormwater controls required by federal laws and regulations, State statutes and rules, or local controls; and (2) infiltration systems, which receive storrnwater from roof tops. (c) Nothing in this Rule shall be construed as to allow untreated stormwater to be injected directly into any aquifer or to otherwise result in the violation of any groundwater quality standard as specified in 15A NCAC 02L. (d) Reporting. Within 30 days of a change of status of the well drainage system, the owner or operator shall submit the following information to the Division: (1) the facility name, address, and location indicated by either: (A) latitude and longitude with reference datum, position accuracy, and method of collection; or (B) a facility site map indicating property boundaries; (2) the name, telephone number, and mailing address of owner or operator; (3) the ownership of facility as a private individual or organization, or a federal, State, county, or other public entity; (4) the number of injection welts drainage and collection systems; and (5) the well injection system status as proposed, active, inactive, temporarily abandoned, or permanently abandoned. History Note: Authority G.S. 87-87; 87-88; 87-90; 87-94; 87-95; 143-211; 143-214,2(b); 143-215.1.4; 143-215.3(a)(1); 143-215.3(e); Eff.May 1,2012; Readopted Eff September 1, 2019 httos://www.enasoviuicistorrnwater-drainage-wells From: Martin Kocot Imailto:mkocoti Iandworksengineering.com] Sent: Tuesday, September 24, 2019 7:09 AM To: Rogers, Michael<michael.ror_ersencdenr.Fov> Cc: 'Nancy Sheridan' <Nancy.5heridant<'htb.com> Subject: [External] FW: [EXT] W10100560 UIC Stormvvater Well HomeTrust Bank ISEExternal email. Do not click links or open attachments unless you verify. Send all suspicious email asan attachment to Michael, Good morning. The site is proposed. The site was previously graded as pad ready. The site grade elevation (land surface) where the stormwater infiltration trench is placed is 2281 +/-. The elevation at the bottom of the proposed infiltration trench sand layer is 2274.66 (6.34 ft depth) Attached are the Plans and the WO. trench detail section to the left in a PDF format. Borings were done to 20 ft. depth on the site near the proposed WO infiltration trench and ground water was not encountered. I have also attached detail sheet c4 as requested. Thank You. Marty Kocot, PE LandWorks Engineering, PLLC Civil Engineering & Land Planning PO Box 1922 Asheville, NC 28802 (828). 230. 7958 www.landworksengineerinQ.com From: Nancy Sheridan <Nanc; .Sheridan htb.com> Sent: Monday, September 23, 2019 4:34 PM To: mkocoti6)1andworksemineerinf_.com Subject: FW; [EXT] W10100560 UIC Stormwater Well HomeTrust Bank 2 Can you please respond and copy me Thx Nancy Sheridan Vice President Facilities Manager HomeTrust Bank 71 N Market St. Asheville, NC 28801 828 350 3061 828 275 6127 (mobile) HomeTrust Bank Of›,4 kezdywi,a1a %+el/ From: Rogers, Michael <michael.roL,ers«incdenr.: ov> Sent: Monday, September 23, 2019 4:02 PM To: Nancy Sheridan <Nancy.5heridanii'htb.com> Subject: [EXT] W10100560 LAC Stormwater Welt HomeTrust Bank [FROM EXTERNAL SENDER - Do not click links or open attachments unless you know the content is safe.] We received the UIC Stormwater Wells Notification for the above site. Thank you. I have the following questions/comments: Is the plans attached proposed or as built? If as -built when constructed? Depth of bottom of trench in relation to depth below land surface? Please provide Detail Sheet C4. Thank you. 3 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES NOTIFICATION FOR STORMWATER DRAINAGE WELD 1 z�'� � Storrnwarer drainage wells are Class 5 injection wells `permitted by rule" and do not requir knagpq[ al injection well permit when constructed in accordance with the rules of 15A NCNB(Ya^" ,ri5 can) As described in L 5. i tVC 4 C 02 L . 022 7 this applies to rooftop runoff infiltration systems and certain other stormwater infiltration systems implemented as Rest Management Practices designed in accordance with State siormwater regulations or an approved local government stormwater program. Additional guidance is available online at hrtp.1/portal_ncdenr.org/webfwgiayslg-Kpmlinjectionvtormwater This notification form shall be submitted within 30 days of a change of status as described in Pan D below. Print Clearly or Type Information. Illegible Submittals Will Be Returned As Incomplete. DATE: September 5 2019 PERMIT NO-edfolooctot completed by D WR) A. STATUS OF WELL OWNER (Choose one) (1) Single Family Residence (2) Business/Organization X (3) Government: State Municipal County Federal B. WELL OWNER — For single family residences list the property owner(s). For all others, list name of the business, argani2ation, or government agency and person delegated signature authority: HomeTrust Bank — Tony VunCannon. Executive Vice President. Chief Financial Officer Mailing Address: PO Box 10 City: Asheville Pb#:(828)275-6I27 State: NC_ Zip Code:28802 EMAIL: Nancy.Sheridan@htb.com C. WELL FACILITYt (1) Name of Facility: = f telM4 (2) Physical Address:192 Airport Road City: Arden _ State: NC Zip Code: 28704 (3) Facility Location Identified By (check one): [] Attached facility site map with property boundaries, or [x ] Geographic Coordinates: Latitude: 35.453 Longitude:-82.5236� Reference Datum:NAD 83 Position Accuracy: Method of Data Collection: GIS D. WELL STATUS — Indicate the status of the well or well system (choose one): X Proposed Active Inactive Temporarily Abandoned Permanently Abandoned UIC Stonnwater Injection Notification Form (Revised 8/8/20 L3) Page E. SIGNATURES — The following section is to be completed as required below or by that person's authorized agent. l 5A NCAC 02C .O21 l s e) requires signatures as follows: (a) for a corporation: by a responsible corporate officer; (b) for a partnership or sole proprietorship: by a general partner or the proprietor, respectively; (c) for a municipality or a state, federal, or other public agency: by either a principal executive officer or ranking publicly elected official; (d) for all others: by the well owner; (e) for any other person authorized to act on behalf of the applicant; documentation shall be submitted with the notification that clearly identifies the person, grants them signature authority, and is signed and dated by the applicant. "1 hereby ceni 5'. under penalty of law, that I have personally examined and am familiar with the information submitted in this document and all attachments thereto and that, based on my inquiry of those individuals immediately responsible for obtaining said information, 1 believe that the information is true, accurate and complete. I am aware that there are significant penalties, including the possibility offines and imprisonment, for submitting false information. I agree to construct, operate. maintain. repair, and if applicable, abandon the injection well and all related a rtenanc pc rda7 E• with the 1SA NCAC 02C 0200 Rules." Si at he of Property Owner/Applicant � I Tony VunCannon Print or Type Full Name Signature of Authorized Agent, if any Print or Type Full Name Submit one copy of the completed notification package to: DWR — Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: 919-807-6464 Fax: 919-807-6496 IJIC Starmwater Injection Notification Form (Revised 818l2013) Page 2 Rogers, Michael From: Sent: To: Cc: Subject: Attachments: Martin Kocot rmkocot@landworksengineering.com> Tuesday, September 24, 2019 7:09 AM Rogers, Michael 'Nancy Sheridan' [External] FW: [EXT] WI0100560 UIC Stormwater Well HomeTrust Bank 5torm.pdf; Storm-2.pdf External email. Do not click sinks or open attachments unless you verify. Send all suspicious email as an attachment to Michael, Good morning. The site is proposed. The site was previously graded as pad ready. The site grade elevation (land surface) where the stormwater infiltration trench is placed is 2281 +/ . The elevation at the bottom of the proposed infiltration trench sand layer is 2274.66 (6.34 ft depth) Attached are the Plans and the WQ trench detail section to the left in a PDF format. Borings were done to 20 ft. depth on the site near the proposed WO infiltration trench and ground water was not encountered. I have also attached detail sheet c4 as requested. Thank You. Marty Kocot, PE LandWorks Engineering, PLLC Civil Engineering 8 Land Planning PC Box 1922 Asheville, NC 28802 (828}.230. 7958 www.landworksengineerinu .com From: Nancy Sheridan <Nancy.Sheridan@htb.cc m> Sent: Monday, September 23, 2019 4:34 PM To: mkocot@landworksengineering.com Subject: FW: [EXT] W10100560 UIC Stormwater Well HomeTrust Bank Can you please respond and copy me Thx Nancy Sheridan Vice President Facilities Manager HomeTrust Bank 71 N Market St. Asheville, NC 28801 828 350 3061 828 275 6127 (mobile) HomeTrust Bank kM4 11F1wai61 i .in[ From: Rogers, Michael <michaei.ro,rersl ,ncdenr ov> Sent: Monday, September 23, 2019 4:02 PM 1 To: Nancy Sheridan <Nanc y.Sheridan @htb.com> Subject: [EXT] WI0100560 UIC Stormwater Well Home Trust Bank [FROM EXTERNAL SENDER -Do not click links or open attachments unless you know the content is safe.] We received the UIC Stormwater Wells Notification for the above site. Thank you. I have the following questions/comments: Is the plans attached proposed or as built? If as-built when constructed? Depth of bottom of trench in relation to depth below land surface? Please provide Detail Sheet C4 . Thank you. 2 111•714IM Ntmr[W Pim KLs1b1w C81 10 06-2 1' T%L3 n CB V. co-.2 nS1111-4 --B4 1%1/44 tCCDd Tpi ✓ate qa Arr. !UCP I CRAbegiL Yi C{}T b s111 511 L RBj cc P9 CSIRdb B[-0l 0.00 a DEVELOPMENT DATA 102 fl n PROPERTY -.. - - -F CONTRACT 5T HCA.[TRIS1 SANK) PEVRCPER{5' :•�. :�.::.I rANNIACi A_v. 11Avyti-iervLN1 - NANACER P.a. NOS is, 5Er`Y+iL A0.-,Z0652 {6291 975-6427 0R091 177 PINS 4922-69-6551 h 565-3-09-7443 OEM ROCK/PAGE 5449/1t97 h 54/9/1165 PLAT Soap 7aroC o�BE/01p4 PRQECT TdmAL sit - 0.79 telot Ag2.1 TOTAL DISTURBED ARtI: 0.27 At.."tE . PPOPWtV 7b6N. 017151:15 - SICIIMCISS YCCNOIE RECURIm RSAP 15 NAA' 511CHT: 6C' NAME. VF PR0471: 1,g1ERN5T em. - NAP7R1 55MD PROa:Ct ACDRE95: 1p2 AIRPORT ROAD. 415001, NC 76704 F245166 PROPERTY 4SL - VACANT IANO (AIM CONSfiLL1:G`11 PROPOSED PFOPFRTM 05E - 6Mk P VJGNC 50 RARRII:O SPACES (1 Fitt) VO PAPpoll. iN ETgO HJ5.1•40 5'R: 2797 5F .14.6109 P.T.050 A4L07i(5 . B SPACES 14ARM'JN '05015C AILDAR.7 - 12. 5PA[.,5 REWIRED N,W010A1 60CESYI61E P41161146 "core - 1 SPAS 1-APOICA. ACCE50BIL PARKING P010157,50 - 1 5PAE[5 9541E PA99747 RE➢JetEO 75.0 OF 20 ,PAPItI40 - 1 DOE SPACES Ant CANONS PROADi) P.S2 OF 2.1 PARXIMG t B%E SPACES 5041 TP'S Tat rot. 1I 2 to E Prbdoom .t do UP, V oo41 .• !MTV IN EAR NGIN 554. 17A1RM5RM 6ALARf192 CIN-STE. ND SCAR25407. 9 OR r sr[ fMl MI47]a1L USED. 71 NET- 717 Fy 51.0f12I DILIJNAQE.„Tit TEA! CALCU LATION5 MAIr,S n0154 2212190 1.6 ?TEAM 47s I1�1 CdeKeems Pp.l 5i.4151n,nt To -pi SEt. 14.4 !aw 174•412.40I 5FE 0.761 AY 0.24,,2E Ann IIn14^A0PA 4.627000 5P 04446 4.1 Arne 51 5o. Pw4IR 4 L6 4PPA�' 511.00 s.hon) 17rOw. !'V.../A+s7tal1 40 mlx u:. 750.st24u 4iY',FSkli]�PLX - - - I_ 0144 ...eyr 01Wo_--7 p.s-0 .l,015,L_ Tu4a 974 Am 31.412.40 S• .GCS F I497495. PKYVq _:1:17yS'1"F...m1 _ 3i�1 40 Tp7511n145i1F.F 5. 2.5 4• PVC. PERFORATED WATER quAu-7Y PIPE W/CAP. #57 WASHED - STONE 4' PVC OBSERVATION 40.L CAP PLANFOR LO LOCAADN 1 } 1 REQUIRED °FR $Y$TE61. �JiI� = t f� Il-` l AP r45R1C r i' 35' HOPE I,C. pERFORATE.0 PIPE 277.Gt 5.-a. CEO TEX-5LE 'ION WOVEN 'ADR:C PIPE TO HAVE STANDARD PERFORATED PATTERN FULL LENGTH (ASHI.O CL If) at re HOLES 2275.01 -4. CLEAN 2274. ff..! SAND i Pipe WQ-P8 Water Quality Infiltration Pipes & Trenches SCM-1 LEGEND PL7iMN.[7:1 S71N1MWAto E4SE0Fhf PII0P1•J1:T RWRDAR4 - 41n1T._05-WAY 0ATO WA£ w - SS - NSO 9LE45 uME DI- SIOR4 IN2A1N OVERHEAD VIEATY UNET M50 scorn NA1111h_E OV951EA2 Mitt 275.E �r +- - -NEW PROPEI[1r, u1t - - - - - 12o.LON0 SEIBACJIS STLWM 9RNRA47 LL255 CA'171 ENLg0 STORM ACCOST Ee-1AE.VT 'r a 6TA:1C•I.OP 01-0 14N7269.3D WV p11' OMA-1 C.EAM0117 Pas e DR !ARE MP P0INIWR Marna MICA AWPORTCENTRE f . J OFFICE PLAZA / ZONEO:Ci Lf/ 7 9u6RJE5$ [ENTER r , - I' 7 15. 4Liy� �' POBL� PROP5RTV 1-12rka4 CDNSTIRLCTION 6V orloL9 SEE sits E}+T[RPRI LE. LL.O PLANE 100 AIRPORT ROAD SY'E SIGNAL INIERSEC710N 11 4.179619 CS E. 6199 Pag949. Ub .Pn7Wi=1PF.1 574,0.61 NN1.-• f4'• r, 1. mu.•• 'NV 5, 727519 INr C11.5375 16 V PEFFORATED ORAV1LIE -, rV t-4.....,_._... "'� S F aR PERRENS RAMC•+ '� ` AAPP (VEr EIETNLy. • 4:0 / S7A•15-1I14 l 1�i 1 T i ♦1 4UD 9 415 OSI411 $� 1` ‘1,„ •, ilf+J f• UM FOR P_RV1_ ✓ 0 1 l rurp5 uuii _ ° 1 \�ti ti R• PERFDRRT� uli,^ w. r Fl7R PE31rCU1 54AFEiB10 f 1 I! A.TEA {S&F DETAIL, E1061PNG PAPOIIMG010 p'G� - , r-� w rx_ 2• An ZONED, P50E• FUFn41URE 1�3T0CF•PTS .r • • • INr 2TlLE9• ! r� WATSON RD - Rs -_ - {MR-3530) o SOF IV, - :405AFICE17Rury 5s� ss :,. - 0.1 - aH -- 7F1 -I aN -� CH` -SR'C� •ti L AIRPORT ROAD NO280 (PAVED ROAD) (SPEED LIMIT 45) t .� p , � f • • i� 4 ,f�-- PROPERTY BOUNDARY UNE PROPERTY BOUNDARY LuAaf}LE �`'�'�� �i :fig L'ti '{d1E7 _T LI SEARING - 11:a,LJ • L1 - 44221154013E !my INY OWEPTE-N2002110 1Rou110 GRATE -RNLI •• t • 5' 'WE 7RENy� urs MSS rWA,R AnoN� 15 rE ,c•,f a e - �Mr IljlLIP C C' 01V 0TNER0+. S1A 1W 11 ES-2 R11:4Y22•O wv IM.22n76 at o f 17. NODE 01.35 14t 7- SS SS 5 `SS - 6F- sue_OF- --- Pir{s CaNNE0I+CAI f -- 100.St55 P6 39f S4-. NOPE Q 17.4i :SLl12434 1•I 0IROL optimum �: �NEE PETAL SNEET C4 .fS7-11 {54 ph -I) a 0r ` IELPUT Z000 1 � OPRRNIER ACCESS A RAi1TI95A5CE - 5ETENT0N PIPE 2CF 352. E 0 5.4Z STA:I2 11 G3-5 {_`6OY1 RIY:27E1.20 WV Si:7I75.76 NV ON1'2y75.19 gTVWEPAT.l1 ACFSSI Tw} Pi - CETENT.01 PQ'F HLF a •as* STA;11462 SARI-4 RM_236259 NV 51=5275.05 WV CJT•2275.00 4F ARLNIIECF PLANS FOR TNNN 5`0uT5 L5 5,11 5., E/I PKLYgSED FR400L 4 vupE¢L ur1 j. DEVELOPMENT DATA Pu1M^l. 5Ri 52551+• 5115 71RSRP1t5E5. ur. 1652 02.165150 A:YCni10C, NC EB03-1457 orp CONTA[i• A1 ,1.Y 140011u€T41117441 U6i NOW PO 60% 10 Ag,E111A.E. HC MOIL 045E 95653-0-4 fit5-02-TM,1 Opp, I570717/1"4Ofyy 505.5 001197 {6651) 117o-33215 54511106 (74437 41,FS7 1169Yt091,0 ARE/. 0.1746. MEM FTtp5S 35' DDT:•NONE 145011.IE➢ REA7h1C• MA)[ 11E0O1P.EO' IWAFLOPIA 2 10 6:4 2LO.F5 PR 1100R111tr0i5 Inver ?Bea 21L Nv C5T0n1r uK WASTE F71 M.7[P AL V5ED E71 NWT. 717 oy ENE70 5.54 NB SPACE: iI HIC7: . NO PARIONO v1 F1'30 0 9 CAW sertrog011AcAssityr_, a Tifen c1►�. , I\ Cr red 511Wii c STA. 114•11 55-3 ;AM 22C350 1NY 5 2277,72 041, OMP.2277.82 36IF 15'0 I P2 tot I'096 a 1.a, A45TIN0 20 MSP rW1� FASEPENt � 1 pJTPARCFI. 1.0 AC. PARETEL ZONED 70 VACANT PARCEL �)f-Yi"_1yq��I.IpIC ENSTLNG DURN ! 4'J nog A\C.O.A. PERMIT 19-05438PZ RIM G-55NnOM LOGA.11pI CO EDP} NOME, CRPtE A HOW0.026 PER Pat, Sin. 9Ae.ex 7 ASP4VA.T-'• CATCH BASIN RIM ELEVATION LOCATION 4i,2 141v1441. ti/-JILT VFA1CAL 4TARANctt SFPAEF5 STORM DOAN1 d 124.7.7L EA 455TN _ TERPO 1S 4A7E171AS ON PATER LAi .'l15N 10 FEET EAO5 ME OF C90.29110 fAl1. 6'P 1WA170 LILES 69L WC). • 9A1RTn;+1 1i IRON 17R11CAL SOPAPRAllaN 92-PNO N STORY NUN 41 51E74Cf'. OR INSTALL 0ERR0113 MAYFi6AL ON SEWER MC 1F7FIr 10 FEE) FACN 507< co 52022417 (ALL 5E0£1 L.11ES 'O s 0:? } • PEN4ANCNT. AECCACEV 5TCNAATTR AL195 01 NAIRn.4A7475 EASEAIEN7 SNAµ er PRONGED 016.R•4 11L STp(N15ATER 047'FCt MEASuin 45 r1(Not SC4-1: INEl1_ *10N 120,101 5C4-2 PERME111LE B19OC PANE1ti SCN-3: PERMEABLE BR5CA PAKAS i. A PRE-L5NSTN00i10N MEETy50 5 5E0k:67 F4'R PPS PZAECF 9.74r 1rE CTr OF A5E5LLE -. SITE ENCw5R.r2 CEPARI4ENT• PER4RS 51,1 BE MUM AT TNF FRE-EORSTRVOM47 MEE7R0 (545*CIOR 94Au P.23, 17 4 C'OE7S OF 940P O11004494 PRIOR To LIE PRE-CON514UL152N YEETNL Z CONTRACTOR TO INSURE Au 51O•I DMA PIPES ARE 92,PPEP 'Mh1 PPE LOCATION DENDES PA CAA. SETT. LOo 71 W. 5^NY.221PP t MAN ]RA:NM{ 21411Gr1R53 SSW. FLLV COMELY Mira 1NF 701Y VF AA52oLiE 9PEOIAOA.TC0.5S DETANS RHO REF.IARCu'J:12 IM"A WPM - W 1•D. r GRAPHIC SCALE fMTIEP2 1.605 - 22 t', ARDEN, NC 28764 ,40 RI s8�m 14 g1a12 co Pr u a _ 1 kit` — taigt — t'll . 5s ,,., ,r. MOM i __'�— � W _ ---1 --1 - nr .,.m ES- P ERNor u;Se 19,05438P2 SECTION VIEW PLALIVrav STRUCTURE: CST-9 (EX. 5'0 MHJ No' m SCALE ICY N. 2,70 1