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HomeMy WebLinkAbout20170332 Ver 1_Buffer Determination Appeal Request_20170215Strickland, Bev From: Joe Starr <jstarr@harthickman.com> Sent: Wednesday, February 15, 2017 8:52 AM To: Higgins, Karen Cc: Tomas Will Subject: Buffer Determination Appeal Request - 1259 Innovation Ave, Cary, NC - NBRRO# 17-011 Attachments: PNS -001 - Buffer Determination Appeal Request.pdf Good morning Karen. Attached please find our request for the DWR to reconsider the buffer determination associated with a manmade stormwater pond located at 1259 Innovation Avenue in Cary, NC. As you will see in this brief letter, the Corps has confirmed that the pond is not jurisdictional and we request the DWR to find that the stormwater pond is Not Subject to the Neuse River Buffer Rules. I realize that you and your staff are very busy, so I want to thank you in advance for anything you can do to make a prompt decision regarding this appeal. Your help is truly appreciated. Please do not hesitate to contact me if you have any questions. Best regards, Joe Joseph E. Starr, PE Senior Consultant Hart & Hickman, PC 3334 Hillsborough St. Raleigh, NC 27607 Direct 919-723-2511 Mobile 919-413-9998 Main 919-847-4241 www.harthickman.com hart hickman SMARTER ENVIROHMCNTAa SOLUTIONS 1 hart hi ckman SMARTER ENVIRONMENTAL SOLUTIONS February 15, 2017 NC Department of Environmental Quality Division of Water Resources 401 & Buffer Permitting Unit 1628 Mail Service Center Raleigh, North Carolina 27699 Attn: Ms. Karen Higgins Re: Buffer Determination Appeal Request 19.47± -Acre Property Wake Co. Parcel # 0757208836 1259 Innovation Avenue Cary, Wake County, North Carolina NBRRO #17-011 H&H Job No. PNS -001 Dear Karen: This letter provides supplemental information associated with the Buffer Determination Request sent on January 6, 2018 and the Buffer Determination Letter (NBRRO #17-011), dated January 27, 2017, for the above referenced project site. On behalf of our client, Princess Nail Supply, we are requesting that the Division of Water Resources (DWR) please reconsider the buffer determination associated with the manmade stormwater pond located on the project site. It is our opinion that the pond is Not Subject to the Neuse River Buffer Rules. According to the Buffer Determination Letter, the following water bodies require a 50' buffer: the stream in the southeast of the property (identified as Stream A), the Crabtree Creek Flood Retaining Structure (identified as Stirrup Iron Creek), the stream below the manmade stormwater pond (identified as Stream B), and the manmade stormwater pond (identified as Pond). 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www_harthickman_com 704.586.0007 main 919.847.4241 main Ms. Karen Higgins February 15, 2017 Page 2 While we agree with the buffer determination for Stream A, Stirrup Iron Creek, and Stream B; we request that you reconsider the buffer applicability on the manmade stormwater pond. Please consider the following information when reconsidering the buffer determination: Site History The manmade stormwater pond was constructed sometime between 1999 and 2002. The Crabtree Creek W/S structure, located west of the property, appears to have been constructed between 1981 and 1984. 1970 USDA Soil Survey (see attached) The 1970 USDA Soil Survey depicts an intermittent stream on the western portion of the property with an origin approximately 800 feet north of the northern property boundary. Using georeferencing tools, we georeferenced the 1970 soil survey to 2016 orthoimagery and traced the outline of the stormwater pond so that we can see approximately where it is relative to the features depicted on the soil survey (see attached 1970 USDA Soil Survey). As noted in the Buffer Determination Letter, the pond is not present on the Soil Survey. USGS Topo Maps (historical maps are not attached but can be provided) After submitting the Buffer Determination Request, H&H reviewed additional USGS topographic maps, including the 2016 map, which is the most recent version. As shown on the attached figure, the stormwater pond is not shown on the most recent version of the topo map. Here is a brief synopsis of our observations for additional topo maps: • 2016 (attached): stream or stormwater pond not shown on the property, Crabtree Creek W/S Structure shown to the west of the property. • 2013: stream or stormwater pond not shown on the property, Crabtree Creek W/S Structure shown to the west of the property. • 2002: stormwater pond shown on the property, no stream shown on the property, Crabtree Creek W/S Structure shown to the west of the property. • 1993: stream or stormwater pond not shown on the property, Crabtree Creek W/S Structure shown to the west of the property. hart "-%hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Determination\Response to DEQ on pond buffer\PNS-001 -Buffer Determination Appeal Request.doc Ms. Karen Higgins February 15, 2017 Page 3 • 1990: stream or stormwater pond not shown on the property, Crabtree Creek W/S Structure shown to the west of the property. • 1984: stream or stormwater pond not shown on the property. • 1973: stream or stormwater pond not shown on the property. • 1954: stream or stormwater pond not shown on the property. • 1953: stream or stormwater pond not shown on the property. • 1943: stream or stormwater pond not shown on the property. Water Quality Pond Plans Approved plans for the stormwater pond were obtained from the Town of Morrisville. The plans, dated 6/18/1999, identify the pond as a "NCDEM Water Quality Pond". The plans do not depict surface water features that discharge into the pond. Two culverts appear to convey stormwater from Innovation Ave. and the northern adjacent parking lot, and are depicted above the pond. Army Corps of Engineers On February 8, 2016, Ms. Tasha Alexander with the US Army Corps of Engineers made a visit to the property to make a jurisdictional determination for Waters of the United States. Subsequent to the site visit, Ms. Alexander was provided with plans for the stormwater pond via email. Upon review of the plans, Ms. Alexander concluded that the pond is not jurisdictional. Ms. Alexander communicated in the field that a Preliminary Jurisdictional Determination would be issued in the coming weeks. A copy of the email exchange is attached. Discussion In the field, the stormwater pond was observed to discharge into Stream B via a culvert. Stream B discharges into the Crabtree Creek W/S structure located on the western adjoining property. The origin point for Stream B was observed to be the culvert below the dam. The stormwater pond receives runoff from Innovation Avenue and the northern adjacent property. There were no stream features observed above the stormwater pond which discharge into the stormwater pond. Bart "-%hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Determination\Response to DEQ on pond buffer\PNS-001 -Buffer Determination Appeal Request.doc Ms. Karen Higgins February 15, 2017 Page 4 The 1970 USDA Soil Survey depicts an intermittent stream on the western portion of the property. The present location of the stormwater pond is not depicted on the 1970 Soil Survey. The entire history of USGS topo maps do not show any portion of stream depicted on the 1970 USDA Soil Survey as being on the property. Only one USGS topographic map (2002) shows the stormwater pond, all other USGS topographic maps do not depict the stormwater pond, including the most recent version of the map. Approved plans for the pond identify the feature as a "NCDEM Water Quality Pond". The plans do not depict surface waters above the pond. The Army Corps of Engineers has determined that the pond is not jurisdictional. Conclusion If the stream depicted on the western portion of the property on the 1970 USDA Soil Survey was mapped correctly, it was filled in during the adjacent construction and was replaced by the stormwater pond. The current stormwater pond is providing a benefit to water quality, which is the purpose of the buffer rules. If the stream shown on the Soil Survey had been filled without the addition of the pond, there would be no buffer required and no resulting water quality benefit. Since the pond is present, it provides the water quality benefit that is intended by the buffer rules. In addition, since the pond is not shown on the 1970 Soil Survey or on the most recent version of the USGS 7.5 minute topographic map, then the pond is Not Subject to the Neuse River buffer rules. Therefore, we request that the DWR reconsider the determination in light of this new information, and not apply riparian buffers to the manmade pond. We greatly appreciate your assistance and cooperation as we try to navigate this matter. We hope the information presented herein is helpful in reaching a mutual understanding of the somewhat hart ` hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Determination\Response to DEQ on pond buffer\PNS-001 -Buffer Determination Appeal Request.doc Ms. Karen Higgins February 15, 2017 Page 5 complex situation. As our client is operating on a limited timeline to make decisions concerning the development of the property, we would greatly appreciate your prompt review of the buffer determination. Please contact us at your earliest convenience to discuss this matter. Sincerely, Hart & Hickman, PC Joseph E. Starr, PE Senior Consultant Tomas Will Assistant Project Environmental Scientist Attachments Delineation Map 1970 USDA Soil Survey with Georeferenced Location of Present Day Stormwater Pond 2016 USGS Topographic Map Plans for Water Quality Pond E-mail Correspondence with Tasha Alexander Buffer Determination Letter (NBRRO #17-011) cc: Scott Jones, Princess Nail Supply (Via Email) Joe Whitehouse, Creative Urban Environments, Inc. (Via Email) Bart ► hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Princess Nail Supply\PNS-001 - 1259 Innovation Ave\Buffer Determination\Response to DEQ on pond buffer\PNS-001 -Buffer Determination Appeal Request.doc y r =� yV C r2 Y2 Cry y • . CrC2 Cre m CrB2 A fA o B 00 0 LEGi=ND APPROXIMATE APPROXIMATE SITE PROPERTY 0 400 800 BOUNDARY SCALE IN FEET — — — — POND LOCATION POND LOCATION MAP FRWrc: WETLAND & STREAM DELINEATION 1259 INNOVATION AVENUE CARY, NORTH CAROLINA 14 2923 South 'T`ryon Street -suite 100 mart ;� hickman Charlotte, North Carolina 28203 704.586.0007(p) 704-586.0373(f SMARTER rWRONMENTA.L SOtLMON5 License # C-1269 / #C-245 Gcnloo DATE: 2-1-17 REVISION NO. 0 JOB NO. STW-002 FIGURE NO. 2 APPROXIMATE N 0 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP SITE MAP: CARY, NORTH CAROLINA 2016 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) � 1 P;��se'' rvoir �J) w,tidrx d ]N] b 4M R� f PARCEL. IDENTIFICATION NUMBER A PORnON OF 0757-79-57t4 GRAPHIC SCALE r ._mow w! 4 >ma] a aewvur wrrt� I rKw pr rpag4] I I b /-SITE / SEE SHEET CaT — — —ANI] SHEET C3.1 ` I I 1 f Lam 1 I r I/ 4 f PM!][] �'R, w.�,E>ssW[u - ��.• f � ` ��p fJr HiW.[ W@i. t rtA'isP wo4eTfu•.Yd! f, � I a r \y ^ f a r ' r 1 ! r' ! COUSMUCTION SEQUENCE 1. CINIDUCT A PRE-GONST'RUCTCN CONFERENCE Aa OBTAIN NE GRADIK PERMIT. 3. INSTALL SET FENCE AS SNOT" ON ME PVN. "STALL PUMANDNT OUTLET HARREt Nib RIP -RAP BUILET PROTECTICIL BEIFN ITNRMGM¢ EAkMEN DAM LP 1d GRADE. IN5TAA GRAVEL ANB BIP -RAP FlI,TLR GERLI. 3. FOIIAMNO EXCAVATON OF THE POW, THE CLT SLOPES AND POND BOTTOM SHALL KINSPECTED BY THE M04, ,NiIATEA. IN AREAS THAT HALE SANDY SOLS ETFaDr2D. ME OOiTRMTiYi "IALL UND[Rdli ONE FOOT OF SNgY SOILS ANB REPLACE WTH -E FOOT DP r1. ML k TN, (CLAYS k SILTS) Oe'—ZD RRW CUHTRACTGtS`5 dMN S URCES. THESE SOLS ._ M ILICm AMD —,.C—TO OftOF STANDARD PROCTCR %MXjWUe DRY DENSITY. (AST. D-606) •. STAMIJIE ALL OSTURBW AREAS MTM PERMANENT %COCTATOI. SE€ SINE —coIPG PIAN ON SHEET CD.1 AND TEMPORARY SEEDNO -C NEOLRE ON SHET:T C7.2_ IN5PECT ALL ER45TOR AND SEIIMENT 001CIRM MEASURES WEEALY ANO AFTER RAINFAu EVENS PEAT,ow mTDm PEPNRS wMEDIATEIT, ALL WORK AS FRORNNSED SHALL. BE INSPECTED BY riNg OWNERS 3T4 ENWWW AND APPLICABLE REOVILATCRY AGiNQES PRIOR TO AOCEPTANCE 7, UPON FINAL ACCEPTANCE. REMOVE ANY I*0GAG ERMWN AND 5EEMENT CONTROL MEASURES. CLOSE BOTTOM DRAIN VA''R, PAALO% AND PROMVE KEYS TO OWNER. 9LRQlAI MUTES I, PLACEMENT DF ALL FNL MATERIAL SHALL BE AS DIRECTED BY THE QMMER,5 ITL. 2 C5TATBm ACREAGE 1,66 AC. a. THF]E AIK NG NLTLANDS OR HIEN$ RIVER ELI'F6R5 LOCATED ON -5 OTE. 4. THIS PRD.IECT MAY REQUIRE A PRE-cCNVIIIJI TION CONFERENCE NEFORE THE CRAONG PERMIT 15 1VAm. D041RDINATE "N TTi TOWN ¢F CARP. S, CLT ANO FILL 5LOPE5 SHALL BE STABIUZO MTHIN It BAYS Of Any PHASE OF GRADING. 0. THE WSEIR STRUCTURE SNALL BE ON. SM BEFOfE THE GRADING PERMIT IS ISSlEO, 7, A TEMPORARY CHANNEL MAY BE REG)IR® AROUND TRE PIPE "STALLAT A! DEPEIlb'YQ ON TME PER= REOU"m FDR CDrfSTRUCTON. $EE DETAIL W THIS SHEET, COORDINATE M1TN THE TORN NM CAGY. 8, THIS PROJECT M LOCATED IN RE GRABRRE CREEK WATERSHED, �iTPR 910th A v A � s • (ARrm� OTIIARHEr ��L7, 5Fr [W A dF GMEG r� (WRET YQ-I l AREA) o n xG Ha r e TTPL sR«c TIF m` r Ex r awe , OUTLET PROTECTTDN DETAIL NET 10 Ecuc rPT,� MI NOTES KEYED TO PLAN NEN PRIPOPAL SPALNAY SIRLICIURC, SEE BETA& STEET C7.I. V� PERMANENT OUTLET "RDTEOTIBN, SEE DETAIL r THIS SIEET. V/:7lA PERMANENT FOEBAY, SEE DETAIL 64 MIS SHEET, 1r=�rL Ew5'TING TREE URE. N: 7 NEN' TREE UNE. NEW SILT FLNCE. SEE DETAIL SHEET C7.2. v M[( G1 AL AND "-" IRLTER TIER. BARN, SEE CCTA0. 5HEEi CT.2. Q EXISTING ELECTRICAL BIOMES TO HEMAW UNDISTURBED. Q 17 ALOE GRAVEL SERYNCE R0A0, SEE DERAIL SHEET C7.1 MR ROUNDED O NTY WA7EBSHED PROTECTION EASEHEN 801910 ED YY THE YTTHE WATER DUALITY 10-0 (SM Q NEXT TREE PRUTECTDN FERRPNU. SEE DETNL $"MI C7,2. O 51,1BL1ER(W AND VEGETATED PERIMETER SHELF MM SLOPE AT LES MAN 60. SEE SHEET C3,1 FCR PLMTINC REWEICIA NTS, POND DE51GN DATA DRNNAOE AREA: 26.63 AVK!5 MPERMOUS AREA: Is,q ACNES PERB Mf 060L SURFACE ANA REQUIRED. PRQMEUI CAS ACRES OA? ACRES STORAGE FOR V RUNOFF PEgUEE6: PROMORD: 66,407 R7 7B,T.lI a F TOTAL VOURff 6F PW UNARM WL (TO DA MN ORM UL ): Jok— Ci 10 YEAR STOW (0 CES 160 YEAR STORM (Qk :Z4 166 cm LRp. -w Rua ,NSI EWAVa,pn a 11@ AEIR, rHe eNr IAua Nm Pw Bd Nu S.MaTEw [RPECPD Pv rte ILORtiEEEAL RI6rID1 Ae VF 8>+I6%:wls [IPEdtd. NE WNIRACAN urroiAwT � Toa, or s.Imr vaa ANo M7ucc WM W OT Q I-. Nslq) OBTMNLO TILL rm uPHlAA zAateTpRSY M'. 5(+ 1[, A"NA s iraN aVE SLC ER aeaAl IRY I)Dual% RM04!] 1TH6MHI®HH HM. Iu9olIM'RIwuH I:N143P �11F � a IL a IN�aAre R MLT91 dlA1,fE RIPoM Eaam. Trmx P.H SwRxAa [(NPA6RD Tk ru rTYI . IIONrt•I RTCO.Ptt aS. xM 0-04 4-oTP hAC[ N 6' Ly Ni AIIIIYfL IILLRA% !!! RA IIPrAd 9rT n.I. 1 m A xER *OPPPrPv maw, 0 N A�._RxP IA,MI PPPI B INNOVA71ON BLDG AVENUE t' - f 1r UNARM WL N�f I`F 4 NRD IIDgpIIHHL Is j @ �� \, 9 rGemaI - rE CHARGES M. MFiL j+lRZION-E A,RPgRT ANATOL '4 +,� �j/5�r�' � � IIIII'� I A i E r`r �i !r` �� �,•' !. q NCOEh1 WpTEF 9 91JAUn PDN[ If A) j�� 1 5 P5 I` ART AESOU �.li Il �FL ... H'SIs731.YYf N� \`�L t SIN \, 1 i I H GRAPHIC $CAT,E TINT (araTy I pph -640 O CONTRACTOR SNAIL ANCHOR EDLP OF FlL1ER FABRIC PER mMuFACTUR€R'S RECOM%4WDATIONS y (BOTH ..$) lr WYLLR EA01[GiNH 36[ OC1AL 1 Re6 BIT. KO DOT CLASS B II He IF EROSION CONTROL STONE NN- RCP BIEMi (2A' THICK) L� 'aPlG � W •'� AN= ]OI¢ FILTER F3RgIc uLEnHIG AitRI c -w I}q..Ey()�L ceryl MEW RIP—RAP SWALF � U7u✓J1M 1MT'V114SI� From: Danielle Birmingham To: Tomas Will; Joe Starr Subject: FW: 1259 Innovation Ave #2007-03744 Date: Friday, February 10, 2017 7:53:48 AM FYI below. From: Alexander, Tasha L CIV USARMY CESAW (US) [mailto:Tasha.L.Alexander@usace.army.mil] Sent: Thursday, February 09, 2017 5:43 PM To: Danielle Birmingham <dbirmingham@harthickman.com> Subject: RE: 1259 Innovation Ave #2007-03744 Danielle, It was nice meeting you too! I really appreciate the additional information. The plans are really helpful. It appears the pond may have been constructed in a jurisdictional water of the U.S. however, it was likely authorized under NWP 26 in 1999. This information along with the plans indicating the pond was constructed as a BMP is enough information to confirm the pond is not jurisdictional. Can you send me copies of the 1999 and 2005 aerials that we reviewed in the field? Thank you, Tasha Alexander Regulatory Specialist Raleigh Regulatory Field Office U.S. Army Corps of Engineers -Wilmington District 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884, extension 35 email: tasha.l.alexander&usace.army.mil The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at htip://www.saw.usace.anny.mil/missions/RegulatoryPermitProgram.asi2x to complete the survey online. -----Original Message ----- From: Danielle Birmingham [mailto:dbirmingham&harthickman.com] Sent: Wednesday, February 08, 2017 5:26 PM To: Alexander, Tasha L CIV USARMY CESAW (US) <Tasha.L.Alexander(ausace. army.mil> Cc: Joe Starr <starr&harthickman.com>; Tomas Will <twillUharthickman.com> Subject: [EXTERNAL] 1259 Innovation Ave #2007-03744 Hi Tasha, It was nice to meet you today! After some digging, we were able to find the attached as-builts of the stormwater management pond. The as-builts refer to the stormwater BMP as a NC Division of Environmental Management Water Quality Pond and have been approved. Is this sufficient information to consider the stormwater BMP as non jurisdictional and not a Water of the U.S.? Please let me know at your earliest convenience! Thank you! Danielle Danielle Birmingham, Assistant Project Environmental Scientist Hart & Hickman, PC 12923 South Tryon Street, Suite 100 1 Charlotte, NC 28203 Direct 704-526-2048 1 Mobile 518-598-2862 1 Main 704-586-0007 Blockedwww.harthickman.com <Blockedhttp://www.harthickman.com/> P Please consider the environment before printing this e-mail Total Control Panel To: Remove this sender from my allow list dbirmingham&harthickman.com From: tasha.l.alexanderna usace.army.mil You received this message because the sender is on your allow list. Login Princess Nail Supply Warehouse Wake County January 27, 2017 Page 2 oft This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties that dispute a determination made by the D1'VR may request a determination by the Director. Am appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the Director shall be referred to the Director in writing. If sending via US Postal Service. c/o Karen Higgins; D WR — 401 & Buffer Permitting Unit; 1617 Marl Service Center, Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 51,E N. Salisbury Street, Raleigh, NC 27604. This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty (60) days. This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be directed to the US Army Carp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884. If v ve questions regarding this determinati , please feel free to contact Stephanie Goss at (919) 791-4256. incerely, Danny Smith Supervisor, Water Quality regional Operations Center cc: RRO DWR File Copy Matt Bramblett, Hart & Hickman, PC, 2923 South Tryon Street, Suite 100, Charlotte, NC 28243