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HomeMy WebLinkAbout20130704 Ver 1_BMP Summary_20130814EEP NUTRIENT OFFSET PROJECT SUMMARY Barnes & Noble (aka, Cary Commons) BMP Extended Detention Stormwater Wetland EEP #667 Synopsis 1uuuu „, EEP's Barnes & Noble BMP site (EEP #667) is an extended detention stormwater wetland BMP located in Cary, North Carolina within the Neuse River basin CU 03020201. The project was initiated by NCEEP to offset nutrient loading as a third -party credit provider in the Neuse River basin (15A NCAC 02B .0240). The project was designed by the NC State Department of Biological and Agricultural Engineering, and involved retrofitting and expanding an existing wet detention BMP into an extended detention wetland BMP. Final construction and planting was completed in August 2011. The Town of Cary is currently maintaining the site per the BMP maintenance agreement (contained within the conservation easement held by the State of NC), for a 35 -year period. The stormwater wetland is designed to remove 214.64 lbs /year of nitrogen, generating a 30 -year credit value of 6439.2 lbs redt:(Aiorii of" Total Ni1ro,, ,,e ri[. Additionally, the project is designed to reduce 534.9 lbs of total phosphorous (TP) over 30 years; however, TP reduction credit is not available in the Neuse River basin. Site Location River Basin: CU: 14 -digit HUC: County: Municipality: Receiving Waters: Use Support Rating: Project History Neuse 03020201 03- 020201 - 1100 -10 Wake Cary NC UT to Lynn Branch (Meadows Crk); 27 -43 -3; 03 -04 -02 Lynn Branch = Not Rated Memo of Agreement Signed: May 26, 2006 Final Design: January 2010 Recorded Conservation Easement: April 28, 2010 Construction Completed: July 2011 Planting Completed: July 2011 As- Builts Submitted to DWQ: August 2011 Annual Inspection Report: January 2012 Project Participants Source Agency: NC Ecosystem Enhancement Program Project Management: NC Ecosystem Enhancement Program Designer: NC State (Dept of Biological & Agricultural Engineering) Construction: Hine Sitework Inc. Landowner: Town of Cary NC BMP Management: Town of Cary NC BMP Design Parameters BMP Type: Watershed Area: Watershed Description Percent Impervious: BMP Storage Volume: Max Storm Depth Capt Extended Detention Stormwater Wetland 46.3 acres Commercial development, shopping centers, parking lots, roadways 68% 31,590 cubic feet ured: 0.8 in rain event Nutrient Removal (TN = Total Nitrogen; TP = Total Phosphorous) Pre -BMP TN Loading: Post -BMP TN Loading: 30 -yr TN Removal: Pre -BMP TP Loading: Post -BMP TP Loading: 30 -yr TP Removal: 596.22 lbs /yr (12.9 lbs /ac /yr) 381.58 lbs /yr (8.24 lbs /ac /yr) 6439.2 lbs (214.64 lbs /yr) 55.72 lbs /yr (1.2 lbs /ac /yr) 37.89 lbs /yr (0.82 lbs /ac /yr) 534.9 lbs (11.55 lbs /yr) Property Protection & Maintenance Property Protection Method: State of NC holds a 35 -year Conservation Easement Maintenance: Town of Cary conducts monthly maintenance /inspections and submits an annual report to EEP Attachments: • Site Location Map • Watershed Map • Site Map • Sealed Design Calculations • 2013 Photos • Final Design Plan Sheets (with planting plan) • Sealed As- Builts • Inspection Forms • Conservation Easement 1uuuu „, 41 Qsys ci I[ I K MAPS y .2 N67 U d ° 2 Figure 1. Site Location 9 z 0 J a � G� - rn NCbo Us- US.70 ➢ oQ n Durham Raleigh N ° 1 inch= 1000 feet Cary Site a� d d U US. og t Op 01 b 0 w � M N. t o NG2 2 V' S X21 u N 1 inch = 10 miles � J54 1 inch = 400 feet PHOTOS Current Photos (July 2013) 1uuuu „, 41 �qq µ Walnut Street Inlet to Wetland Cell 1 Stortnivater Wetland Cell 1 Interberm between BMP cells Stormivater Wetland Cell 2 Shopping Center Inlet to Wetland Cell 2 DESIGN CALCULATIONS Ryan A. Smith, PE 2904 Tractor Drive Raleigh, NC 27603 August 6, 2013 NC Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699 -1652 ATTN: Jeff Schaffer Re: Barnes and Noble Extended Detention Stormwater Wetland pollutant removal calculations Mr. Schaffer: I am sending this letter in response to your request for information on the Barnes and Noble Extended Detention Stormwater Wetland design completed while I was employed by North Carolina State University. Enclosed with this letter is a document entitled "Barnes and Noble Extended Detention Stormwater Wetland Watershed and BMP Data," which provides a map of the watershed and information related to pollutant removal performance. Also enclosed is a printout from the "BMP Removal Calculation Worksheet" for the Piedmont of the Tar - Pamlico River Basin that supports the final nutrient removal calculations in the document first described. The "Barnes and Noble Extended Detention Stormwater Wetland Watershed and BMP Data" document lists watershed characteristics used to calculate runoff volumes using the NRCS Curve Number Method. The document shows, under the "Runoff Volumes" section, that the runoff volume generated by the 1 -inch rain event is larger than the water quality storage volume in the wetland. The section also lists that the largest storm runoff volume that can be captured by the wetland is the 0.8 -inch rain event, again determined using the NRCS Curve Number Method and adjusting the rainfall depth until the runoff volume equaled the wetland storage volume. The assumption was then made (in the note with the asterisk) that 90 percent of the total number of storms will be captured by this wetland compared to if it were sized for the 1 -inch event. This assumption was based upon a review of historical rainfall data for the area. The modified pollutant removal calculations based upon this 10% reduction in performance were then detailed in the "Nutrient Removal Performance" section. Supporting calculations for the information listed in the section were included in the enclosed "BMP Removal Calculation Worksheet." The "BMP Removal Calculation Worksheet" used standard methods accepted by the State for estimating pollutant loading from various surfaces, pollutant removal by various BMPs and then pollutant export from the watershed /BMP system represented. At the time this work was performed, the spreadsheet was not available for the Neuse River Basin, the basin in which this project exists, but the calculation methods used and the BMP pollutant removal credit awarded in the Tar - Pamlico spreadsheet were applicable to either basin. The pollutant removal credits entered into the spreadsheet (36% for N, 32% for P) varied from the standard values because the retrofit BMP was undersized and could not receive full credit (see summary in previous paragraph). Please feel free to contact me if you need further information. Sincerely, Ryan A. Smith, PE 919 - 270 -5396 Encl. G , IgOl 0- SEAT, Y, 032731 y I" 1. "Barnes and Noble Extended Detention Stormwater Wetland Watershed and BMP Data" document 2. "BMP Removal Calculation Worksheet" for the Piedmont of the Tar - Pamlico River Basin document BARNES AND NOBLE EXTENDED DETENTION STORMWATER WETLAND WATERSHED AND BMP DATA WATERSHED CHARACTERISTICS NUTRIENT REMOVAL PERFORMANCE WATERSHED AREA - 46.3 ACRES TN LOADING - 12.9 LB /AC/YR SOIL HYDROLOGIC GROUP - B TN REMOVAL FROM FULL -SIZED WETLAND - 40% COMPOSITE CURVE NUMBER - 90 *TN REMOVAL FROM UNDER -SIZED WETLAND - 40% X 0.9 = 36% TN EXPORT - 8.3 LB /AC/YR RUNOFF VOLUMES TN REMOVAL - 4.6 LB /AC/YR RUNOFF FROM 1" RAIN - 53826 CF TP LOADING - 1.2 LB /AC/YR ACTUAL WETLAND STORAGE VOLUME - 31590 CF TP REMOVAL FROM FULL -SIZED WETLAND - 35% WETLAND STORAGE CAPACITY *TP REMOVAL FROM UNDER -SIZED WETLAND - 35% X 0.9 = 32% COMPARED TO DESIGN VALUE- 60% TP EXPORT - 0.8 LB /AC/YR MAX STORM DEPTH CAPTURED BY BMP- 0.8 IN TP REMOVAL - 0.4 LB /AC/YR * THE WETLAND WILL CAPTURE ALL RUNOFF FROM STORMS 0.8 INCHES AND SMALLER. THE ASSUMPTION IS MADE THAT 90% OF THE NUMBER OF STORMS WILL BE CAPTURED BY THE WETLAND COMPARED TO IF THE WETLAND WAS SIZED FOR THE 1 -INCH RAIN EVENT. NORTH CAROLINA STATE UNIVERSITY DEPARTMENT OF BIOLOGICAL AND AGRICULTURAL ENGINEERING Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 5/23/03 Piedmont of the Tar - Pamlico River Basin: Includes (. xfhrd, Henderson, 1(oeky Mount and Tarboro as well as Franklin, Nash and lidgecome Counties BMP Removal Calculation Worksheet (Automated) Project Name: BARNF,,,V AND NOBLE EXTENDED N PsTEW7 "ION S7"r`3t'6'MP7'fdTER Wl'6iYLAND Date: 10171.2008 By; dtYA/V.Vl ITH Checked By: Directions: > It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow the development to be split into as many as three catchments, and can be copied for greater than three, NOTE: Unless runoff flowing onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be included in the acreage values ofthe appropriate land use(s) and treated > Above each table: Enter the catchment acreage in the top green blank Based on a comparison of the post - development TN and TP e,xport .. coefficients you calculated above to the rule requirements of 4.0 Ib /ac /yr TN and 0.4 Ib /ac /yr TP, select BMP(s) from the list for treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks If more than one BMP is to be use in series, the combined removal rates will be calculated automatically in the blue blanks, > Catchment Tables: Enter the acres of each type of land cover in the green boxes, The spreadsheet will calculate all of the light blue boxes, NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre -BMP workshoci tables, and also to the site plans, for consistency All of these values need to be the same TN TP Design Standard BMP Wet Detention Pond 25 40 NC BMP Manual Nutrient Stormwater Wetland 40 35 NC BMP Manual Removal tiaaat Filter 35 45 NC BMP Manual Rates Bioretention 35 45 NC BMP Manual Grass Swale 20 20 NC BMP Manual Vegetated Filter Strip W' 20 35 NC BMP Manual I,vvcllS arender Dry Detention 10 10 NC BMP Manual Catchment 1: �I Total acreage of catchment I = � ac First BMP's TN removal rate % Second BMP's TN removal rate - % Third BMP's TN removal rate �� % °ll'OTAI, I'N IPI:IAOV AL RATE- 36 % tl') (2) (3) Type of Land Cover ("Atchnienp KM. irorinulsa Transportation inipehvioats �I 6.08 Itoo6'iluperwiour 1.42 6.08 Mana0+rd Pervious 19.64 6.08 Wooded pervious 0.14 6.08 At-to take" up 11y B61P (6) 6.08 Fraction 11n11ervions (1) 0.68 Column l "olatN �wrra atiN "1iNrw+rlollmeaat 1 46.30 First BMP's TP removal rate 70.82 % Second BMP's TP removal rate 1.42 % Third BMP's TP removal rate 19.64 0.94 �O 'A11,111 REMOVAL R I E, 0.14 2.23 () (5) (6) (7) ,kve1•a e FMC 01 ( 011wnnan Average EMC o( Column 1, aa1 11. 2 r 3 4 TP an 1" t 3 ," 2.60 401.10 0.19 29.31 1.95 70.82 0.11 3.99 1.42 99.60 0.28 19.64 0.94 14.98 0.14 2.23 1.95 9.73 0.11 0.55 Pre4IM 11 TN Pre -BM(" "IT 596.22 55.72 1,9ad (Iblymr) I,oad (Iblyr)` Pro- tamt" *°N 12.88 Pre-UMP T1 1.20 ragdrra (lt"fa" Y11 r1pa rl I IWhrlrr) Past -BNIP "I N Palsy -BMP `1 "I' 381.58 37.89 [,end (llb /yr) Load Qblyr) I + ",Ma•tlta t" i° 8.24 I» °na »OMI " "1 0.82 W;:r:awwara ltbRraraxi t /xlaa " "ti ]tlrl1 ^ry �' FINAL DESIGN SHEETS PREPARED N.C. EGOSYSTEM ENHANCEMENT DEPARTMENT OF ENVIRONMENT FOR PROGRAM AND NAILRAL 2]20 CAPITA B—, RALEIGH,NC2271- SUITE 1H 103 2 SCHEMATIC LAYOUT PREPARED BY NORTH CAROLINA STATE DEPARTMENT OF BIOLOGICAL AND AGRICULTURAL ENGINEERING 3100 EAUCETTE DR. RALEIGH, NC 27M K.. 'EWELL TOWN OF CARY CONTACT: y9EEP CO wTPROTECTMANnOEn NA,S SAE CONTACTS e oES crvrvsmDCr ory .IEWELL ENGINEERING CONSULTANTS CONTACT 6 aS rnEry onM OES CN BARNES AND NOBLE EXTENDED DETENTION STORMWATER WETLAND 1208 WALNUT STREET CARY, NORTH CAROLINA 27511 WAKE COUNTY NEUSE RIVER BASIN SCO NUMBER I .1- 0EUteA =.1 AC e N1vyf @� @a7 ms *A. SEA 2., INDEX OF SHEETS 1 COVER 2 SCHEMATIC LAYOUT 3 EROSION AND SEDIMENT CONTROL (CONSTRUCTION SEQUENCE) 4 EXISTING SITE 5 GRADING PLAN xr,' ,. , 'R F 6 WETLAND PLANTING PLAN 7 OUTLET STRUCTURE DETAILS 8 DETAILS (1) ZDIo 9 DETAILS (2) 10SANITARY SEWER PROFILES 11 EMERGENCY SPILLWAY DETAILS FjgF;TIU/.,pMFWT rvF {�)tl RMI 12 EMBANKMENT DETAILS r' vic,rvirr Al M?sI as.>eea N7s7eosw DATE PREPARED- - 12I20I2009 Sao ®wm { i `r 4E v y 9 632731 0 oz 0 w z� wwwa 0 °ZW« oon w Q U).Z Z Y w O aW 0 C� ..m� SCHEMATIC LAYOUT 2112 0 ®z uj g Z, ,--a z ®Q P z N 0 < Z-Z U) LU < 0 z af z < w 03W a EROSION AND SEDIMENT CONTROL 3/12 I/ I �`ti`�tH iC AR0 l��G SEAL - 032731 _ � I 0 oZ og Z W3: Xww� wwu,Z wQ %o m� zR5< Z9= , ❑0i w acl' . z �Z z W2 o aw w 0 EXISTING SITE 4/12 ZI am E---J Klo / L 0 L LE_ '10 N N V.Ll.E 11.1 �l SEAL 132731 GlNE�.�gt,\��� A 0 z w g C, F- Z W LU F- x w w LU ED o Z. z ZF- 0 U) I Z ZI U) z w0 z P: 10, It z < w co �- LU 0 GRADING PLAN 5112 F. MM tea:: Mm x G32731 Wl 0 z W:� w L6 ww z w E 0 L— w U).z m 2 Z 0 z �— <w r10 w 0 WETLAND PLANTING PLAN 6112 7.1 ail EXISTING OURET STRUCTURE(N.T.S) Ii 1` ara�l�� �Qaanao�xxv..rE . - /-7r �a m 7.2 STONE SEDIMENT FILTER ON MODIFIED OIfRET STRUCTURE (SEE DETAIL 1.3) (N.TTS) IxmrmiEasx v V-7 — 7A STONEFLTE ce � Hour FlL amuErtrxo -� mwax *o�uw xuxu� nnca a naawve reowexva� oamnrema i FINAL GIBLET STRUCTURE (N.T.S) m,rt °FTff uaeaxisnxo pwxvu�2 ' OUTLET STRUCTURE DETAILS 7/12 )C p)RO — a SEAL r: 1 032731 ; A. 5 0 og °W Z� W � 7.3 W W w EXISTING OURET STRUCTURE WITH TEMPORARY MODIFICATIONS (N.T.S) JQN� Zd'?S m ��nnawaxvuvE srexonff � oZ E Q (n Z W O U O N m W iarrra l �* EL u ata cwcuTa cv,w mawaannsavml, naroxaaaaaert a.EnmE<mmawacansmccruc,a ua,morwaw �sr rare�rauea¢xsnwcrn -. - -_ - - weeq OUTLET STRUCTURE DETAILS 7/12 8.1 STORM SEWER PIPE INSTALLATION (N.T.S) fra�.ut i Qo V, 9 ZZ- j \ mwix m� 114X 8.2 TEMPON —D— M—NEL(N.T.$) r 8.4 —PIE MOPE ORID (N.T.S) ceurwmvmmsesux NUSTBEMO wi`sHio) uslWll G-MH OP01NG _8.3 �))� �0 - i - a SEAL r, 832737 CONSTROCTION ENTRANCE (N.T.$) i� P A Zu xcomvAee�amxs� 8.5 SEDIMENT FENCE INSTALLATION (N.T.S) wrcmmxaire �x e� e �vwu r " .wowiaeuwr u*xs —Tic rn�man umry wnuuaasu� wwexrmmE wxevfawn.s ❑ Z og Z� W WWw< wQ�= m 5< zzRE ❑0 0 w En Z W2 U V Q F- DETAILS (1) 8/12 9.1 RR_lEhEw �A�mvx� , umemur.w�xurrurEiw�ae�n umu.wxusuvum mcEw xne�a.armmxiu xaua.��ix wnmrro>rm..�x aemanuh on, � J Ma xrm.rvee� ,rt mr. xn xcoo.cwsx xn arr ,xrt EROSION CON— Sta TMsn ON (N.T.S) uoNEmicnEw _� emsumwmmErvcwo xoxmsma u. mm,xESwc EE OF LF ° SEAL r' 032731 DETAILS (2) 9/12 z W5 ❑ I- zLU LLJ X�W� a wQvil Z Q'?U ❑ - mm w ZviaZ m E -� z U)Z O 6 Z F- N It z m W DETAILS (2) 9/12 10.2 CA S EWERPNOFILE -O rnnrvx —OLEa X42 SEAL = 032731 _ FFff. m W 10'/ 12 ❑zzQ W J ❑W z� W N X�wn W W w i R,P eAP f IIINNFL EMERGENCY SPILLWAY SECTION A9w _CHANNEL N.T.S. �ELEV ATION� EMERGENCY SPILLWAYATION� EMERGENCY SPILLWAY NTS Nn.d �i la A M ANI)TO PLAN VIEW 1 i � x� P.PE N NN .e ;�� xNO oEOR xG eoxD,.mx= ErH �2l CONCRETE CRADLEV N.T.S. �.x xexEl ix -EI — -- ir.mires 111—. G.El I muc[ oa atrnw ns xtssnsr_ isnnv coxca[T aism n OUTLET MODIFICATION DETAILS (SEE ALSO SHEET N,T,S, �a IN IF H eE ii SEEPAGE CUTOFF H NTS, TOP OF DAM 4 TOES E 448 4e,/s , ,EMERGENCY EDSPILLWAY EMERGENCY SPILLWAY a 4 n CHANNEL EEC SECTIMw _. 1 ROCK APRON _ L2 DETAIL sn.n �z xrvoxes am oxs.,0es�ww .nax oo PB EMERGENY SPILLWAY & RISER OUTLET DETAILS Sheet 11 �?ry Qoz J 9 ps o zN a W oo � w r 3m 3 W J 3 H z N O Q U f m W ,A TRATIF ED Nuui,�ra aaE�RnP, e ns No o i.�n_ our 1 EXISTING EMBANKMENT TYPICAL CROSS SECTION AND DETAILS (SEE ALSO SHEET 8) 2 N T.S. F or EN °5 1 ° C .....PROVE NArERAEI Enis 1 cunx. sDCnPTM N sA m J Arx FiLL RTIA 2 Foo NA _ 11 2 PROPOSED EMBANKMENT TYPICAL CROSS SECTION CSEE ALS❑ SHEETS 4 & 11) 2 NN S. _ CONSTRUCTION NOTES AND SPECIFICATONS "A_, SAFETY AND _FARE is IS uos MpAN A_ PARr of nus PIA OaECr. °Lmioms. PremECnoN of Puauc RICO "'UT, FEBFT1'1,1,NI11FE 'ElON I 'A . A . . I EYE FIFE ENSINERI IMIERIA ILLY S SITE ACCESS BI Au NIIATZEU °AND uI-1 I ERIC ARE" IND ORiz[D PERSONS. "ErFO 'o IF. srncm uArERwLs. AND CONS DENT SAN CT'LCA, ICTn LE DIE IT HIS EXPEISF hNISID LF—I ANN SITE PI IN ILL SUCH 1111 IFII L BE COORDINITE MANHOLES ETC. TO R—H IN NEIR ON 1 11 _I, MUST AEAB`�SVTTHHAT MOD"FICATTEONSE 1DH`1`E1NRRA' NE A A, 11 AIDE "ILI TO IF I IED FOR I I S' ILL IF 'I IIED IT MOISTURE CONTENTS 11. DIY OF ED YC11�11 17 PIANO 11-F IRI AT FNC�NEER "FLTCEFU`"Y1LF..`L1Y LOCATHOU AND DEPTH OF REQUIRFD REPAIR T' ` —TEACHER LIFE OF DEAD_,. AL AFP o oxYNTHE g N. DEF C s DDE re — THE oNNrEHEr 5 I IA-11 11 +ser si cR. DNwR oern�is�Q (.nx. sicc snrrI of ITS IN FLE111ION 150,7, rz 9POF Ell IE I'- IPEA .111I BA LANI 11 coNCrene ATI ex��nNa Ruc acvnFOx aar.o ROq. CONSTRUCTION NOTES AND SPECIFICATONS (CENT) wv P I- F1 1IL IS " IE "' FAR I Fl, 11 SITE Ell 1111TRUITIN IF THE '1111"EIENII VON TRACTLI 'HALL AIIEPT ILL RLI,.N,,L,, FAR PENTJCTYN, PLACEMENT PROPER BY TV I NI ANY FILD APPROCAr IF THE ENIINFEre. "or AurHD RzreE24ro Nccs xirnoui ireE uA.VE F�cE) z CANY FIJI FAR INSPECHINS Z a ANY FIUNDAI IN, oi0R STRUCTURE DNm Sucre HAS DENY R BEEN IESE"EO AND ER - ° APPROVED e, THE ENCiNEFR. EsioA 3d° vrescoUENcNsoor'CONS:RUO T.V%E�oucNCCS of EreosoN THIS PROCEDURE STILL ¢ w A ND seD D SEQUENCES of —ER PAIEACE AND NANACEMEN.. O JJ +" z° " CONTRACTOR 'HALF BE RIIPINIILE FIR PROTEITIN OF IF IN 1EI ED EFTECTI VENTS. BONN E IS 3zz AFFECTED RESDrr IF rHE PROnECr DR —1— R`.. @, YPROTECTION °OS ° RrE DDRNO r~E oN ¢ R OF CONSrDC R NIEFNMD reoEDAVS). 2A A[ITLEISONTARDECTONS SIALL IF PROPERLY LICENSED UNDER THE STATE 111 —EIINI I — AN, — PER AIR 1PRA.I.T... 1-- EMBANKMENT DETAILS, NOTES & Sheet 12 SPECIFICATIONS 12 �o u� F U N g 0 w AS- BUILTS Proposed Contours: 0 40' 80' As -1 Con North Carolina State Limy eisity Barnes and Noble Extended Detention Stormwater Wetland Page Number �8 b /,I�w ,rr< <:. 1 L .i q��_i ,,i , , ,����� ry, N o , of 2 o �.i N � ] R. 7 No. Z2 ' A an I r r -P No. 6 67 A5-Built with As- Built: 0 � � F'ro osed Contours: - %d If aa447.5 aa�.c l / A 11 � �. I and p o sed Contour a It Mayor Contour (.o 't) l / / . es 4.s ,r.idl L rails. a )\I 6 A,5uilt MInQr Cor tour (I ft) GEOWEB�� u 44 l �.r_ 41.0 44 w 44z .5 41-' ...[ o. 0 30' 60' CONCRETE PIPE 0 30' 60' CRADLES North Carolina State L(mv eisity Barnes and Noble Extended Detention Stormwater Wetland I ��8 U/ IlIu< <.trf<:F �t2 r'Y, N 7 No. A anal F F -F No. t,67 INSPECTION FORMS EEP Storrnwater BMP Inspection and Reportin tS_ Pro�eit JP# 067 Location:° Commons (Barnes and 1lToblc), Cary Date: 2/24/2012 Time: 2:00 pm Recent Weather: 0.4" rain yesterday Inspector. Ryan A. Smith, PE Type of BMP-. Stormwater Wetland Date of Construction: July 201 I s' cs��r9tesle�c�' e�tc�' ese9te��' e�' ese9te9te�e�' exae��' eae; kae�' es�r�k9te9te�' e�' e�le�' e9te9te�' e�' e9te9te��' ex�' ekscir�e�r�rse�' e�k�r�rs4�k�'e�k9'e�e9'es'cslrx To answer these questions completely and thoroughly, visually inspect the entire BMP as closely as possible. Take notes and photographs. Depth of water in forebayt 4 feet - -- -- - -- Is erosion present? N° -if yes, where: include photos) Is the outlet (orifice) obstructed, or can water flow freely out? The outlet is unobstructed Are plants alive and thriving? The shallow water plants needs to be replanted this May include hOtOS Are nonnative plants present? No (include photos) Is meowing occurring inside the boundaries of the BMP? No include pAotos Are beavers and /or muskrats present? No include hotos Is floating trash /debris present? Minimal N�fy - XI k Stormwater BP Maintenance 'ask Completed? Dotes Clear outlet /orifice so water can exit Y off° N Y freely Remove non- native plants only Remove beaver dams Y or N Y Remove floating trash /debris Y or N Y Remove accumulated sediment from Y or N Y forebay Cary Commons Stormwater Wetland Photos — 2/24/2012 Figure 1. Northern half of the wetland Figure 2. Southern half of the wetland Figure 3. Walnut Street inlets Figure 4. Cary Commons inlet Figure 5. Primary outlet structure and trash rack Figure 6. Emergency spillway Figure 7. Primary wetland outlet pipe CONSERVATION EASEMENT Mi3931PG01009 04/06/10 STATE OF NORTH CAROLINA WAKE COUNTY SPO File Number 092 -ACQ EEP # 667 Prepared by: Office of the Attorney General Property Control Section Return to: NC Department of Administration State Property Office 1321 Mail Service Center Raleigh, NC 27699 -1321 WAKE COUNTY, NC 249 LAURA h RIDDICK REGISTER OF DEEDS PRESENTED 8 RECORDED ON 05!9412010 AT 14216:11 BOOK:013931 PAGE:01009 — 01039 Conservation Easement for Stormwater Best Management Practice (BMP) THIS CONSERVATION EASEMENT DEED, pursuant to the provisions C. General Statutes Chapter 121, Article 4 and made this _day of �jA -- -y of , 2010, by The Town of Cary, ( "Grantor "), whose mailing address 316 N. Academy St., Cary, NC 27513, and the State of North Carolina, ( "Grantee "), whose mailing address is State of North Carolina, Department of Administration, State Property Office, 1321 Mail Service Center, Raleigh, NC 27699 -1321. The designations Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as required by context. WITNESSETH: WHEREAS, pursuant to the provisions of N.C. Gen. Stat. § 143 -214.8 et seq.• the State of North Carolina has established the Ecosystem Enhancement Program (formerly known as the Wetlands Restoration Program) within the Department of Environment and Natural Resources for the purposes of acquiring, maintaining, restoring, enhancing, creating and preserving wetland BK013931PG01010 and riparian resources that contribute to the protection and improvement of water quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, and recreational opportunities; and WHEREAS, The State of North Carolina is qualified to be the Grantee of a Conservation Easement pursuant to N.C. Gen. Stat. § 121 -35; and WHEREAS, the Ecosystem Enhancement Program in the Department of Environment and Natural Resources has approved acceptance of this instrument; and WHEREAS, the Department of Environment and Natural Resources, the North Carolina Department of Transportation and the United States Army Corps of Engineers, Wilmington District, entered into a Memorandum of Agreement, (MOA), duly executed by all parties in Greensboro, NC, on July 22, 2003. This MOA recognizes that the Ecosystem Enhancement Program is to provide for compensatory mitigation by effective protection of the land, water and natural resources of the State by restoring, enhancing and preserving ecosystem functions; and WHEREAS, the acceptance of this instrument for and on behalf of the State of North Carolina was granted to the Department of Administration by resolution as approved by the Governor and Council of State adopted at a meeting held in the City of Raleigh, North Carolina, on the 81h day of February 2000; and WHEREAS, Grantor owns in fee simple certain real property situated, lying, and being in the Town of Cary, Wake County, North Carolina (the "Property"), and being more particularly described as follows: Being all of Tract 1 of Plat entitled "Recombination Survey & Buffer Relocation, Property of Ruth H. Lewis, CK Cary Commons" recorded in Map Book 2007, Pages 353 and 354 of the Wake County Registry. A copy of the plat is attached hereto as Exhibit A and incorporated herein by reference; and WHEREAS, Grantor is willing to grant a Conservation Easement over the Property, thereby restricting and limiting the use of the included areas of the Property to the terms and conditions and purposes hereinafter set forth, and Grantee is willing to accept such Conservation Easement. This Conservation Easement shall be for the protection and benefit of the waters of the Neuse River, and its tributaries; and WHEREAS, the Ecosystem Enhancement Program intends to construct, at its own expense, a stormwater retention wetland on the Property, as more particularly described below and in Exhibit B, attached hereto and incorporated herein by reference, which will reduce nitrogen and phosphorus discharge into surface waters within the watershed; and WHEREAS, Grantor agrees to maintain, at its own expense, for a period of thirty years, the stormwater retention wetland, as described in the Memorandum ofAgreement, NC Ecosystem Enhancement Program and Town of Cary, DENR Contract D06126, attached hereto as Exhibit C and incorporated herein by reference. NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and restrictions hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and conveys unto Grantee, its successors and assigns, for a period of 35 years a Conservation Easement of the nature and character and to the extent hereinafter set forth, for the benefit of BK013931PG01011 water quality and for the people of North Carolina, in respect to the Easement Area described as follows: Being all of Tract 1 of plat entitled "Recombination Survey & Buffer Relocation, Property of Ruth H. Lewis, CK Cary Commons," containing 2.378 acres, more or less, and recorded in Map Book 2007 Pages 353 and 354 of the Wake County Registry. This conveyance is made subject to all easements and leases of record or leases in effect by prescriptive rights as of the date hereof, specifically including the existing utility easements as shown in above referenced Exhibit A. I. DURATION OF EASEMENT This Conservation Easement shall be for a period of 35 years commencing from the date of execution of this document, and it shall run with, and be a continuing restriction upon the Property, and it shall be enforceable by the Grantee against the Grantor and against Grantor's heirs, successors and assigns, personal representatives, agents, lessees, and licensees during that time period. The purposes of this Conservation Easement are to maintain, restore, enhance, create and preserve wetland and/or riparian resources in the Easement Area that contribute to the protection and improvement of water quality, and to maintain the Easement Area in its condition, consistent with these purposes; and to prevent any use of the Easement Area that will significantly impair or interfere with these purposes. To achieve these purposes, the following conditions and restrictions are set forth: II. GRANTOR RESERVED USES AND RESTRICTED ACTIVITIES The Easement Area shall be restricted from any development or usage that would impair or interfere with the purposes of this Conservation Easement. Unless expressly reserved as a compatible use herein, any activity in, or use of, the Easement Area by the Grantor, Grantee, or Ecosystem Enhancement Program is prohibited as inconsistent with the purposes of this Conservation Easement. The Grantor expressly agrees to maintain and repair the stormwater retention wetland as described in Exhibit C for a period of 30 years after the completion of construction and approval and acceptance of the stormwater retention wetland by the Grantee. The Grantor also agrees to provide for the general maintenance and upkeep of the Easement Area. Without limiting the generality of the foregoing, the following specific uses are prohibited, restricted, or reserved as indicated: A. Motorized Vehicles. Usage of motorized vehicles in the Easement Area is prohibited, except as they are used for the construction, management, maintenance, or stewardship of the stormwater retention wetland or the Property; the construction, management, maintenance or stewardship of the Town of Cary Greenway trail described more particularly in section II(I); or the construction, management, or maintenance of allowed utilities. B. Educational Uses. The Grantor reserves the right to engage in and permit others to engage in educational uses in the Easement Area not inconsistent with this Conservation BK013931PG01012 Easement, and the right of access to the Easement Area for such purposes including organized educational activities such as site visits and observations. Educational uses of the Property shall not alter vegetation, hydrology or topography of the site. C. Vegetative Cutting. Except as related to the removal of non - native plants, diseased or damaged trees, and vegetation that obstructs, or destabilizes the Easement Area, all cutting, removal, mowing, harming, or destruction of any trees and vegetation is prohibited, except as necessary to provide for the expressly allowed uses in the Easement Area. All vegetative cutting shall be done in a manner that maintains the integrity of the Easement Area. D. Embankments/Berms: Grass on the banks of the stormwater retention wetland may be mowed at the discretion of the Grantor, but it is not a requirement. All woody vegetation should be cut and carefully removed from embankments and new earthen dam (see Exhibit C). E. Shallow Water Areas: Other than invasive exotic plant management, no cutting of vegetation shall be allowed in the shallow water areas. Shallow water areas are defined as those areas inside the pond, below the sloped banks. These areas are also identified on the plan sheet below elevation "445 msl ". These areas are also referred to as the riparian exclusion zone, since invasive exotic plants are to be excluded from this zone. F. Industrial, Residential and Commercial Uses. All are prohibited in the Easement Area. G. Agricultural Use. All agricultural uses within the Easement Area including any use for cropland, waste lagoons, or pastureland are prohibited. H. New Construction. There shall be no building, facility, mobile home, antenna, utility pole, tower, or other structure constructed or placed in the Easement Area. I. Roads and Trails; Signs. The Grantor reserves the right to construct, maintain and operate a 10' wide paved or unpaved greenway trail within the Easement Area. When required by the terrain, the trail construction may include boardwalks, bridges, ramps, handrails, and/or steps. The Grantor also reserves the right to open the trail to public access in accordance with Town of Cary Greenway rules and regulations. The construction plans for the greenway trail through the Easement Area shall be reviewed by the Ecosystem Enhancement Program prior to final greenway plan design. Except as permitted for the greenway trail, there shall be no construction of roads, trails, walkways, or paving in the Easement Area. No signs shall be permitted in the Easement Area except interpretive signs describing restoration activities and the conservation values of the Easement Area; trail /feature /education signs along the greenway trail; signs identifying the owner of the Property and the holder of the Conservation Easement; signs giving directions; or signs prescribing rules and regulations for the use of the Easement Area. J. Dumping or Storing. Dumping or storage of soil, trash, ashes, garbage, waste, abandoned vehicles, appliances or machinery, or other material in the Easement Area is prohibited. BK013931PG01013 K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling, excavation, dredging, mining, or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals, or other materials, unless specifically required to provide for the expressly allowed uses in the Easement Area.. L. Water Quality and Drainage Patterns. There shall be no diking, draining, dredging, channeling, filling, leveling, pumping, impounding or diverting, causing, allowing or permitting the diversion of surface or underground water. No altering or tampering with water control structures or devices, or disruption or alteration of the restored, enhanced, or created drainage patterns is allowed, All removal of wetlands, polluting or discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides is prohibited. M. Utilities. Through, over, under and across the Easement Area, the following utility uses are allowed within the existing utility easements, and conditioned as follows: 1) Grantor reserves the current sewer easements within Easement Area as shown on plat entitled "Recombination Survey & Buffer Relocation, Property of Ruth H. Lewis, CK Cary Commons" recorded in Map Book 2007, Pages 353 and 354 of the Wake County Registry, for its use in maintaining and repairing the City's existing sewer line. 2) Previously recorded utility easements on the Property for a 30 foot CP &L easement (Deed Book 4157, Page 869 of the Wake County Registry and a variable width storm drainage easement (Deed Book 4299, Page 610 of the Wake County Registry) as shown on above referenced plat shall be maintained within said easement areas. 3) All disturbed facilities, features and vegetation will be restored to their original condition to the greatest extent reasonably practicable. Due to the environmental sensitivity of the Easement Area, any disturbed and removed vegetation in access areas, staging areas, constructed areas, excluding the existing utility easements described in paragraphs 1 and 2 above, will be replaced with herbaceous species such that the Property achieves a rapid recovery from the disturbance. The existing utility easements shall be planted with suitable grass vegetation which shall be restored when disturbed. 4) Erosion control devices must be utilized in conjunction with construction and maintenance work to contain all disturbed materials and conform to State requirements. 5) Reasonable signage may be erected to identify the owner of the utility lines and to provide safety information. 6) No new utilities are permitted outside the existing utility easements. BK013931PG01014 N. Subdivision and Conveyance. Grantor voluntarily agrees that no subdivision, partitioning, or dividing of the underlying fee that is subject to this Easement is allowed. Unless agreed to by the Grantee in writing, any future conveyance of the underlying fee for the Easement Area and the rights as conveyed herein shall be as a single block of property. Any future transfer of the fee simple shall be subject to this Conservation Easement. Any transfer of the fee is subject to the Grantee's right of unlimited and repeated ingress and egress over and across the Property to the Easement Area for the purposes set forth herein. O. Development Rights. The Grantor hereby agrees that all development rights that are now or hereafter inherent in the Easement Area may not be used on or transmitted to any other party for the duration of this Conservation Easement, P. Permissions. The Grantor may request permission to vary from the above restrictions for good cause shown, provided that any such request is consistent with the purposes of this Conservation Easement. The Grantor shall not vary from the above restrictions without first obtaining written approval from the N.C. Ecosystem Enhancement Program, whose mailing address is 1652 Mail Services Center, Raleigh, NC 27699 -1652. III. GRANTEE RESERVED USES A. Ingress, Egress, and Inspection. The Grantor conveys to the Grantee, its employees and agents, successors and assigns, including the Ecosystem Enhancement Program, for a period of 35 years, the right of unlimited and repeated ingress and egress to the Easement Area over the Property at reasonable times to undertake any activities to construct, restore, manage, maintain, enhance, and monitor the stormwater retention wetland and riparian resources of the Easement Area, in accordance with restoration activities or a long -term management plan. Unless otherwise specifically set forth in this Conservation Easement, the rights granted herein do not include or establish for the public any access rights. B. Restoration Activities. These activities include planting of trees, shrubs and herbaceous vegetation, installation of monitoring wells, utilization of heavy equipment to grade, fill, and prepare the soil, modification of the hydrology of the site, and installation of natural and manmade materials as needed to direct in- stream, above ground, and subterraneous water flow. C. Construction of stormwater retention wetland. Grantee, through the Ecosystem Enhancement Program is hereby authorized to construct the stormwater retention wetland as described in Exhibit B. IV. ENFORCEMENT AND REMEDIES A. Enforcement. To accomplish the purposes of this Conservation Easement, Grantee is allowed to prevent any activity within the Easement Area that is inconsistent with the purposes of this Easement and to require the restoration of such areas or features of the Easement Area that may have been damaged by such activity or use. Upon any breach of the terms of this Conservation Easement by Grantor, their successors or Mi3931PG01015 assigns, which comes to the attention of the Grantee, the Grantee shall, except as provided below, notify the Grantor, their successors or assigns in writing of such breach. The Grantor shall have ninety (90) days after receipt of such notice to correct the conditions constituting such breach. If the breach remains uncured after ninety (90) days, the Grantee may enforce this Conservation Easement by appropriate legal proceedings including damages, injunctive and other relief. The Grantee shall also have the power and authority, consistent with its statutory authority: (a) to prevent any impairment of the Easement Area by acts which may be unlawful or in violation of this Conservation Easement; (b) to otherwise preserve or protect its interest in the Property; or (c) to seek damages from any appropriate person or entity. Notwithstanding the foregoing, the Grantee reserves the immediate right, without notice, to obtain a temporary restraining order, injunctive or other appropriate relief if the breach of the term of this Conservation Easement is or would irreversibly or otherwise materially impair the benefits to be derived from this Conservation Easement. The Grantor and Grantee acknowledge that under such circumstances damage to the Grantee would be irreparable and remedies at law will be inadequate. The rights and remedies of the Grantee provided hereunder shall be in addition to, and not in lieu of, all other rights and remedies available to Grantee in connection with this Conservation Easement. B. Inspection. The Grantee, its employees and agents, successors and assigns, have the right, with reasonable notice, to enter the Easement Area over the Property at reasonable times for the purpose of inspection to determine whether the Grantor, their successors or assigns are complying with the terms, conditions and restrictions of this Conservation Easement. C. Costs of Enforcement. Beyond regular and typical monitoring, any costs incurred by Grantee in enforcing the terms of this Conservation Easement against Grantor, their successors or assigns, including, without limitation, any costs of restoration necessitated by Grantor's acts or omissions in violation of the terms of this Conservation Easement, shall be borne by Grantor to the extent permitted by law. D. Liability of Grantee. As between Grantor and Grantee, Grantee shall be liable for any and all claims of personal injury or damage to property, accruing or resulting to any employee, contractor or agent of the Grantee arising out of work related to access, construction, maintenance and/or monitoring of a stream and/or wetland restoration project on Grantor's premises, provided the claims of personal injury or damage to property are the result of negligence or intentional, tortious acts of the Grantee's employees, contractors, or agents. Additionally, to the extent permitted by law, Grantee shall be liable for any and all claims of personal injury or damage to property, both real and personal, accruing to or resulting to the Grantor or any employee, contractor or agent of the Grantor, arising out of work related to access, construction, maintenance and /or monitoring of a stream and /or wetland project on Grantor's premises, provided the claims of personal injury or damage to property are solely the result of negligence or intentional, tortious acts of the Grantee's employees, contractors, or agents. Further, Grantee shall require each of its contractors to maintain such policies of insurance, including commercial liability insurance, as are required by the North Carolina Office of State Construction. With respect to any third party claims arising out of work related to the access, construction, maintenance and /or monitoring of a stream and/or wetland BK013931PG01016 restoration project on Grantor's premises, Grantee shall be liable to the extent provided by the North Carolina Tort Claims Act. E. No Waiver. Enforcement of this Easement shall be at the discretion of the Grantee and any forbearance, delay or omission by Grantee to exercise its rights hereunder in the event of any breach of any term set forth herein shall not be construed to be a waiver by Grantee. V. MISCELLANEOUS A. Entire Agreement. This instrument sets forth the entire agreement of the parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations, understandings or agreements relating to the Conservation Easement. If any provision is found to be invalid, the remainder of the provisions of the Conservation Easement, and the application of such provision to persons or circumstances other than those as to which it is found to be invalid, shall not be affected thereby. B. Notices. Any notices shall be sent by registered or certified mail, return receipt requested to the parties at their addresses shown above or to other address(es) as either party establishes in writing upon notification to the other. C. Transfer. Grantor shall notify Grantee in writing of the name and address of any party to whom the Property or any part thereof is to be transferred at or prior to the time said transfer is made. Grantor further agrees to make any subsequent lease, deed, or other legal instrument by which any interest in the Property is conveyed subject to the Conservation Easement herein created. D. Merger. The Grantor and Grantee agree that the terms of this Conservation Easement shall survive any merger of the fee and easement interests in the Property or any portion thereof. E. Amendments. This Conservation Easement may be amended, but only in writing signed by all parties hereto, and provided such amendment does not affect the qualification of this Conservation Easement or the status of the Grantee under any applicable laws, and is consistent with the purposes of the Conservation Easement. Notwithstanding the foregoing, pursuant to Section II(P) above, Grantor may request, and the Ecosystem Enhancement Program may grant, permission to vary from the restrictions contained in Section II for good cause shown. The parties recognize and agree that the benefits of this Conservation Easement are in gross and assignable provided, however, that the Grantee hereby covenants and agrees, that in the event it transfers or assigns this Conservation Easement, the organization receiving the interest will be a qualified holder under N.C. Gen. Stat. § 121 -34 et seq. and § 170(h) of the Internal Revenue Code, and the Grantee further covenants and agrees that the terms of the transfer or assignment will be such that the transferee or assignee will be required to continue in perpetuity the conservation purposes described in this document. VI. QUIET ENJOYMENT /GRANTOR'S RIGHTS BK013931PG01017 Grantor reserves all remaining rights accruing from ownership of the Property, including the right to engage in or permit or invite others to engage in only those uses of the Easement Area that are expressly reserved herein, not prohibited or restricted herein, and are not inconsistent with the purposes of this Conservation Easement. Without limiting the generality of the foregoing, the Grantor expressly reserves to the Grantor, and the Grantor's invitees and licensees, the right of access to the Easement Area, and the right of quiet enjoyment of the Easement Area. Unless otherwise specified herein, nothing in this Conservation Easement shall require the Grantor to take any action to restore the condition of the Easement Area after any Act of God. TO HAVE AND TO HOLD the said rights and easements perpetually unto the State of North Carolina for the aforesaid purposes. AND Grantor covenants that Grantor is seized of said premises in fee and has the right to convey the permanent Conservation Easement herein granted; that the same are free from encumbrances except easements and leases of record or in effect by prescriptive rights as of the date hereof, and that Grantor will warrant and defend title to the same against the claims of all persons whomsoever. IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and year first above written. Grantor - Town of Cary Mayor (Print name) 11 I (leiQ h�e� 6f�� ( Corporate SEAL) Attested by: c/ Print Name: knrng C �� Title: "Dq J4�( -Town Oe - BK013931PG01018 STATE OF {Up r+ — 0r0 1 i f'o` COUNTY OF 0. (t I, a Notary Public in and for the County and State aforesaid, do hereby certify that �> personally appeared before me this day w and acknowledged that he /she is Town Clerk of the Town of Cary, and as the act of the Town of Cary, the foregoing instrument was signed in its name by its Mayor, sealed with its official seal and attested by himself/herself as its City Clerk. Witness my hand and notarial seal this � day of per; 2010. (Notary Seal)(CUL��L�� w,"Man- �' FFq�E` Signature of Notary NOTARY Aka j�4 �7. -Fern cAa NotaryPublic PUBLIC �y �G Printed or typed name lizrcou My commission expires: Ja Lod iaol + �T 10 BK013931PG01019 Exhibits (to be inserted) Exhibit A copy of Plat Book 2007 Pages 353 and 354 showing perimeter of CE area and existing utilities Exhibit B copy of Wetland Map provided by NCSU Exhibit C copy of MOU between EEP and Cary Exhibit D NCSU maintenance plan I Wi3931PG01020 IPy. 1 o 1) cp-J cc r RECOMBINATION SURVEY & BUFFER RELOCATION PROMIY OF RVITI H. LEWIS 1 CK CARY COMMONS CARY TOWNSHIP, TOWN OF CARY. WAKE COUNPY, N.C. PREPARED FOR _ TOWN OF CARY ENGINEERING DEPARTMENT All -'���= �.�or i11uti4rQlieln Pte; ^'►i�� naoE r_. " _ a r -ter_ d a�iwtn9 i / / t �1c.�pff Y� ,�� GpntaNaii.I1 mTK IYfA IIttY V.l1}.Y �O1p .'*,Z l4_ _ _ mTK rw. fig{ CHAS. H. SELLS, INC. BK013931PG01021 " Eachibr# 8" (fol only �k,tt`1'i s iKIlit, M 1 IIIle BARNES AND NOBLE OrrrNDFD WETLAN i v, F acomukan.- BK013931PG01022 D (o(nrl Memorandum of Agreement NC Ecosystem Enhancement Program and Town of Cary A. Introduction The mission of the NCDENR Ecosystem Enhancement Program (EEP) is to restore, enhance, and preserve wetlands, streams, and riparian buffer areas, and to reduce the _discharge of nutrients into surface waters throughout North Carolina's 17 major river basins with the overall goals of improving water quality, in -stream and riparian habitat. EEP is interested in restoring and protecting the watershed functions of the Neuse River Drainage area, which includes the Town of Cary (TOC). The construction of stormwater treatment systems, commonly referred to as Stormwater Best Management Practices ( Stormwater BMPs) is an accepted method of improving water quality by reducing nutrient discharges into surface waters of the State. This Memorandum of Agreement (MOA) between EEP and TOC for a Stormwater BMP to be located on two parcels to be purchased by TOC. B. Background The purpose of this MOA is to define and set forth the responsibilities of TOC and EEP for the property acquisition, design, construction and maintenance of a Stormwater BMP. The entire costs associated with the design and construction of the Stormwater BMP will be funded by EEP through other contracts. The TOC will fund acquisition of the land for a 30 -year conservation easement. Maintenance of the Stormwater BMP to ensure proper function will be the responsibility of TOC and no monies will be paid to TOC. The Stormwater BMP will be constructed on two parcels of land located near the intersection of Walnut Road and Maynard Road in Cary, Wake County, North Carolina. The project site is identified as PIN # 077313047725 (currently owned by CK Cary Commons LLC) and PIN # 077313049865 (currently owned by Ruth H. Lewis) in the Wake County Register of Deeds. The Project is intended to enhance water quality within the Neuse River Drainage Area (Cataloging Unit # 03020201, Hydrologic Unit 03020201110010) through the reduction of nitrogen and phosphorous discharges into surface waters within the watershed. This reduction is to be accomplished through the use of a Stormwater Wetland BMP as outlined in the BARNES AND NOBLE PROJECT STATEMENT, a copy of which is attached hereto as ATTACHMENT 1. It is anticipated that the Stormwater Wet Pond BMP will reduce Total Nitrogen discharges from the 31 acre sub - watershed by approximately 25 %, or 282 pounds per year, and Total Phosphorous discharges by approximately 40 %, or 22 pounds per year. Pagel of 6 Mi3931PG01023 C. Scope of Work Tasks and Responsibilities for TOWN OF CARY The Project is currently located entirely on two private parcels owned by CK Cary Commons LLC (PfN # 077313047725) and Ruth H. Lewis (PIN # 077313049865). 'Tile TOC shall acquire the conservation easement of 30 years by July 15, 2006. QCq f C°hq The primary responsibilities of TOC during and after construction of the Project will be: 1. To provide a designated contact person from TOC to coordinate and review all aspects of the Project with EEP and its contractors or consultants. TOC will respond in writing to any Project approval request within thirty (30) days from the date of request. If TOC fails to respond within thirty (30) days of the request, the request will be deemed approved by the TOC. 2. Both entities also agree to work cooperatively to develop a remedial action plan (RAP) that is agreeable to both entities in the event that post - construction remedial activities are necessary. Details related to the implementation of the RAP will be jointly discussed by both entities as necessary. 3. To provide and ensure that EEP, its contractors and its consultants will be allowed reasonable access to the Stonnwater BMP Project work site during normal working hours. 4. To provide for public safety and work place security by keeping work areas closed to the public as necessary throughout the constructions phases of the Project. Contractors will follow standard OSHA guidelines and will post the construction site. 5. TOC will designate a contact person and/or Public Information Officer that will notify or consult with EEP prior to issuing news releases relating to the Project. 6. To meet with EEP and/or its contractors and consultants at Ieast every two months to review and assess the Project's plans and progress. 7. TOC will submit a Stormwater BMP maintenance and inspection report to EEP every one (1) year for a period of thirty (30) years at no cost to EEP. 8. TOC will maintain the Stormwater 13MP to ensure functionality for a period of 30- years at no cost to EEP. Page 2 of 6 BK013931PG01024 Tasks and Responsibilities for Ecosystem Enhancement Program The primary responsibilities of EEP during and after this project will be; 1. To design and construct the stormwater BMP at no cost to TOC. 2. Both entities also agree to work cooperatively to develop a remedial action plan (RAP) that is agreeable to both entities in the event that post - construction remedial activities are necessary. Details related to the implementation of the RAP will be jointly discussed by both entities as necessary. 3. To consult with TOC's designated contact person and/or Public Information Officer and staff prior to issuing news releases relating to the Project. 4. To meet with TOC staff to review and assess the project's progress, as specified in Section 3, item No. 5 of this MOA. A minimum of four (4) meetings will be held with TOC to discuss the Project and receive input. These meetings will be held after preparation of the Draft Design Plan (30% complete design), after preparation of the Final Design Plan, prior to the Pre - Construction Meeting and prior to the Post - Construction Meeting. 5. To obtain any state, federal or local permits necessary for construction of the Project. D. Timeline and Duration of this As- reement The Project shall continence on the date a Memorandum of Agreement (MOA) is signed by all parties. The site maintenance phase of the Project will commence upon completion of the Stormwater BMP construction. TOC agrees to maintain the constructed Stormwater BMP site for a 30 -year period and submit site maintenance and inspection reports to EEP every one (1) year for a period of thirty (30) years following completion of the construction phase of the project. E. Limitations 1. This MOA will not transfer the ownership of the land or the management and maintenance responsibilities for the Project from TOC to EEP. All provisions of this MOA will be consistent with such understanding. 2. If either party fails to perform or comply with any condition of this MOA, and should such failure continue more than 30 -days after written notice from the other party, and if the non - compliant party should not within 30 -days commence to cure the failure with due diligence, the aggrieved party may terminate this MOA on written notice to the non- compliant party, termination to be effective not less than 15 days from the date of the written termination notice. Page 3 of 6 BK013931PG01025 Exh b � Ca 3. The failure of either party to insist on strict performance of any condition of this MOA shall not be construed as a waiver of the right to insist on the performance of that condition in any other instance. 4. This MOA may be modified or terminated by mutual agreement of the parties as long as such modification or termination is made in writing and signed by authorized officers or agents for each of the parties. Page 4 of 6 BK013931PG01026 IN TESTIMONY WHEREOF, the Town has caused this instrument to be executed in its name by its Manager and attested by its Clerk, and its Seal affixed thereto by authority duly given. 4. William B. Coleman, Jr. Town Manager tiurC n Jl. �1 �Z`fi (SEAL) STATE C TOWN C err, ij rla"�"N C ler k_ I, fl n4 (1 1+ 1 oknS1 a Notary Publ' to and for the County and State aforesaid, do hereby certify that ter, L2 -6 personally came before me this day and acknowledged that'she is And that by authority duly given and as an act of fiow1 o F Oaxr 4 , the foregoing instrument was signed by t'm f I i oarn 6. Coleman, its ow,n T attested by as awn C� Lr L and sealed with the common seal of said iaioW . IN WITHNESS WHEREOF, I have hercunto set my hand and Notarial Seal this the ---L�4 day of 20_OL. Notary Public My commission expires: bp 4 1141.0 CE: urrai a r" rOtir n b� caret Fan ►r_c� OFFWm Provision for the payment of the monies m fall due under this agreement has been made by appropriation duly made or by bonds or notes duly authorized, as required by the "Municipal Fiscal Control Act." S I M t Date ner u" inane Officer Page 5 of 6 BK013931PG01027 eoc bLG IN TESTIMONY WHEREOF, the State has caused this instrument to be executed in its name by its a,2S!j r=N�Anc e �.e� ?wm,3nd attested by itsn, <ce�n( o� , and its Seal affixed they by authority duly give . II .. o�ccatr:0 h Print Name & Title: SU�(� Val �t. K Ii VkA. North Carolina Department of Environment and Natural Resources STATE OF NORTH CAROLINA N S exg4 COUNTY I, M. %6%�Aa, a Notary Public in and for the County and State aforesaid, do h4eby certify that SLLzann4— kl►rsc.K personally came before me this day and acknowledged thatfhe is ' Gn ,. and that by authority duly given and as an act of NC_tA A& g—p__ , the foregoing instrument was signed bySyzct,nnc KC,mck:. its 'r- IN VHNESS WHEREOF, I have hereunto set my hand and Notarial Seal this the ^ day of , 20p<". N My commission expires: Z �S 12011 ... �c� w Hq? �k �pSARr Teti w z Page 6 of 6 BK013931PG01028 Distributed in furtherance of the acts of Congress of May 8 and June 30,1914. North Carolina State Uni- versity and North Carolina A &T State University commit themselves to positive action to secure equal opportu- nity regardless of race, color, creed national origin, reli- gion, sex, age, or disability.In addition, the two Universities welcome all persons without regard to sexual orientation. North Carolina State Univer- sity, North Carolina A &T State University, U.S. Deparunent of Agriculture,and local gov- ernments cooperating. Maintenance of Stormwater Wetlands and Wet Ponds Stormwater management practices must be kept in proper working order to maintain their intended functions and aesthetic appeal. This publication presents maintenance guidelines for stormwater wetlands and wet ponds, two stormwater prac- tices that are being constructed across North Carolina. OVERVIEW As its name implies, a stormwater wetland is a wetland system designed to treat stormwater runoff. Wetlands typically have shallow water (ex- cept for intermittent deep pools) and dense vegetation. A well- functioning stormwater wetland will be a diverse ecosystem that includes many plant and animal species. It will also do an excellent job of removing pollution from stormwater runoff —its intended function. Stormwater wetlands are very efficient at nutrient removal. Recent studies conducted by North Carolina State University researchers indicate that a stormwater wetland re- moves 40 to 80 percent of all nitrogen and 50 to 70 percent of all phosphorus entering the wetland. Figure l depicts vxn: urn rasrn• A &T STATE. t3..MVEISFY COOPEilAT1VE EXTENSION Ilrml.,; Pmere h' R,nwidpe o IY,.t some wetlands located across North Carolina. (For more information on stormwater wetlands, see Designing Stormwater Wetlands for Small Water- sheds, AG- 588 -02, in the Urban Wa- terways fact sheet series.) Wet ponds are typically much deeper than stormwater wetlands — their average depth ranges from 4 to 8 feet. They are designed so that most of the pond is open water. Wet ponds are the most common stormwater management practice in North Caro- lina and have been constructed since the 1970s in some parts of the state. More recent pond configurations in- corporate wetland features, such as an aquatic shelf (or wetland bench) and a forebay. An aquatic shelf is a shallow -water zone of a pond, usually along the bank edges, planted with wetland veg- etation. These shelves flood during storms. A forebay is a pool where inflow first enters the pond, and heavier pollutants, such as sediment, initially settle there. Research con- ducted across the United States shows that wet ponds effectively remove sediment and the pollutants associ- ated with it from stormwater. Both wet ponds and stormwater wetlands can BK013931PG01029 4(�- 6 I't -b be used for flood control as well. For more informa- tion on stormwater practices, see Urban Stormwater Structural Best Management Practices (BMPs) in the Urban Waterways series (AG- 588 -01). MAINTENANCE GOALS Maintenance of stormwater wetlands and wet ponds is performed to achieve four goals: efficient hydraulic flow and pollutant removal, aesthetic appeal, safety, and mosquito control. Most of the maintenance activi- ties associated with wetlands and wet ponds pertain to two or more of these goals. The following activities should be performed regularly to maintain stormwater wetland and wet pond efficiency: • Remove sediment and gross solids from forebays. • Keep the orifice (the drawdown hole) free - flowing • Clean away floating trash and debris. • Remove vegetation along the dam face. • Remove invasive plant species. • Mow the perimeter of wet ponds. • Control pests, such as muskrats and beavers. REMOVE SEDIMENT AND GROSS SOLIDS FROM FOREBAYS Forebays are located at the inlets to stormwater wet- lands and wet ponds. They are designed to slow in- coming water, dissipating the water's energy, and to provide a location for sediment and other gross solids (such as leaves, other tree debris, cigarette butts, and trash) to settle and accumulate. A forebay is typically 2 feet deep in a stormwater wetland and sometimes deeper in a wet pond. If the forebay fills with sediment and gross solids, these ma- terials will bypass the forebay and begin to accumulate in other portions of the wetland or wet pond that may be more ecologically sensitive. To check sediment levels inside the forebay, record the depth of the forebay at the same time each year, Depending on the size of the forebay, a fish finder can be used from a small boat or someone can survey the depth along a grid of the forebay with a rod (Figure 2). If the forebay water is clear, the depth can often be determined visually. Once the forebay is half full of sediment or the average sediment level is within I foot of the water BK013931PG01030 surface, remove the sediment and gross solids. This task is typically accomplished by a track hoe or backhoe (Figure 2). The water level inside the wet pond or stormwater wetland can be lowered, if needed, to aid excavation of the forebay. Depending upon the size of the forebay, cleaning it can require anywhere from a day to a week. Once the excavated soil (or spoils) from the dredg- ing has begun to dry, either spread it in the watershed away from the banks of the wetland or wet pond and seed it, or take it to a landfill. Consider the location when disposing of the soil. Spoils from wet ponds downstream of industrial facilities may contain pol- lutants that need to be disposed of in a landfill, while those from a residential wetland or wet pond may not. If there is any concern as to proper disposal, samples of the excavated soil should be sent to a laboratory for chemical analysis. This can be costly. WHAT DESIGNERS CAN DO TO MAKE FOREBAY CLEANOUT EASIER Access to older wet ponds and stormwater wetlands is often a problem. New design recommendations can make forebay cleanout easier by improving ac- cessibility: • Include reinforced paths that give heavy equip- ment easy access to the forebay (Figure 3). Some- times the path doubles as a separation between the forebay and the remainder of the pond. • Make forebays relatively long and narrow. A narrow forebay makes it easier for a trackhoe or backhoe arm to reach at least to the middle of the forebay from either side. A recent study by N.C. State researchers indi- cates that sediment and gross solids from forebays typically need to be removed (also known as dipped or dredged) once every 5 to 10 years. If wet ponds and stormwater wetlands are located in watersheds with active construction, however, spoils may need to be removed as often as once a year. Like the forebay, the final deep pool of the pond or wetland near the outlet also must be inspected and maintained. The major difference between the two is that the final deep pool takes longer to fill with soil. The drawdown hole (located at the outlet and described in the next section) is where cap- tured stormwater slowly drains from the wetland or wet pond. It must be free of accumulated debris and sediment to work properly. Remove sediment and gross solids from the deep pool near the outlet whenever the material is within l vertical foot of the drawdown hole. Figure 3. A wide path is provided for heavy equipment to access the forebay (located to the right of the path). BK013931PG01031 KEEP THE ORIFICE (DRAWDOWN HOLE) FREE FLOWING Wetlands and wet ponds are designed to capture and detain stormwater from 2 to 5 days. On smaller ponds and wetlands, a relatively small hole or orifice is used to detain water for this period. The diameter of the orifice can be as small as 2 inches, which makes it susceptible to clogging (Figure 4). Because many ponds and all wetlands contain vegetation, dead plants can float to and clog the orifice. Moreover, floating trash and debris (see the next section) will potentially clog the orifice. A clogged drawdown hole poses several problems, including the loss of storage to capture later storms and flooding of desirable plant species. When water levels remain too deep for the desirable plants to survive, stronger, usually invasive, plant species take WHY SUCH A SMALL HOLE? A large opening would release the water too quick- ly and not provide adequate time for treatment. Stormwater wetlands and wet ponds are designed to capture the first flush (or water quality volume) from their upstream drainage areas. The first flush is runoff generated by a 1 to 1.5 inch storm. The total volume of water can range up to several acre -feet. Once the first flush is captured in the wetland or wet pond, it must be slowly released to allow time for sediment and other gross solids to settle. Design standards require that the first -flush volume be kept for at least 2 days, with a recommended 3- to 4 -day retention time. To release this water slowly, a small hole is often necessary. When the hole is only 2, 3, or 4 inches in diameter, clogging is a significant con- cern. Figure 4. A small orifice allows slow release of captured stormwater (A), but can easily clog due to its size. A clogged orifice can affect plant communities inside the wetland or wet pond (3). over. The aesthetics and performance of the practice can suffer when the plant community changes. The wetland or wet pond needs to store water between storms to perform its intended function. it cannot store water from the next storm effectively if the orifice is clogged and the wetland is continually full. Unclogging the orifice is relatively simple. Clean the hole with a stick, a piece of wire, a pole, or your hand. Inspect it regularly —the drawdown hole can clog at any time. Visit the site once a month to make sure water is flowing freely through the orifice, and inspect the outlet after every rainfall event exceeding 2 inches. CLEAN AWAY FLOATING DEBRIS ANDTRASH Stormwater wetlands and wet ponds are located in low elevations of the landscape. All water from sev- eral acres drains to wetlands and wet ponds. With this water comes trash and other debris, called floatage. It must be removed from wetlands and wet ponds for several reasons: • It is unsightly, particularly when the wetland or wet pond is designed to be an attractive amenity. • Floating trash, such as cups or plastic bags, often store small amounts of water in a sheltered environment. Studies have shown that mosquito larvae are more likely to be protected inside floating trash than in the exposed pond. • Trash and other floating debris can clog the drawdown hole (the orifice), which is often used to slowly release captured runoff (Figure 5). Inspect wet ponds and wetlands for trash regularly and frequently — typically once a month but occasion- ally once a week. On smaller wetlands and wet ponds, collect trash by simply wading along the edges. With BK013931PG01032 G Figure 5. Trash floats to the drawdown hole, where it can clog the small hole, restricting flow. Removing the trash is often very simple, but essential. larger facilities, a small boat or vac truck may be re- quired. Because most trash follows the movement of water, it tends to collect near the outlet of the wetland or wet pond. This makes trash easier to collect, but it increases the risk of clogging the drawdown orifice. REMOVE VEGETATION ALONG THE DAM FACE Dam inspection officials require earthen dams to be free of large shrubs and trees. Roots can conduct water through the dam from the open pond to the downstream side of the embankment. The movement of water along the roots is called piping, which can eventually lead to soil erosion and, if unchecked, dam failure, Piping tends to be a problem for large ponds and wetlands that have a large darn face. Some small wetlands and wet ponds and those with concrete dams do not have this problem. If a dam face is vegetated, it should be grassed exclusively. Inspect the dam once a year, and remove all shrubs and trees from the dam top and both faces. If the wetland or wet pond has been regularly maintained and any shrubs and trees growing are juvenile, simply mowing the bank is sufficient. Otherwise, a weed wiper, which applies herbicides to plants more than 12 inches tall, can be used along the bank. The weed wiper will kill any plant it touches or scrapes. If a bank is severely overgrown, trees and shrubs should be cut down and removed. A systemic herbi- cide can be applied to the freshly cut stumps, which will kill the root systems. This is a laborious process. If the dam face is heavily overgrown, a contrac- tor who specializes in removal should be consulted. Because dams of larger ponds and wetlands are re- sponsible for retaining large volumes of water, dam failure can be catastrophic if homes, businesses, or roads arc downstream. REMOVE INVASIVE PLANT SPECIES Stormwater wetlands and wet ponds with aquatic shelves can become overgrown with invasive plants. The most common invasive plant is the cattail (Typha species, Figure 6). Cattails, while native to North Carolina, crowd out other, more desirable plants. Cat- tails tolerate a variety of conditions and do a good job of pollutant removal. From this functional standpoint, cattails can be considered good plants to have in a wetland. However, cattail monocultures fail to meet two very important design goals: aesthetics and mos- quito control. A wetland or wet pond that is overgrown with cat- tails is not a diverse ecosystem. Ecosystem diversity is critical for mosquito control. Cattails provide a safe environment for mosquito larvae to mature to adulthood. When cattails go dormant in the fall, some of the fronds will form a protective thicket for mos- quitoes. For more information on mosquito control in wetlands and wet ponds, see Mosquito Control for Stormwater Practice Designers and Managers (AGW- 588 -04) in the Urban Waterways series. BK013931PG01033 Ewl i kl-� Figure 7. Aquatic glyphosate (herbicide) can be applied via direct contact (a protected hand) or via a small weed -wipe pole (A). Stroking individual cattail fronds sends the herbicide down the shoot and reaches tubers located in the soil (B). Once the herbicide reaches the tubers, the cattails will die within 2 -3 days (Q. The herbicide can also be applied with a small brush. (Franklin County Cooperative Extension Center) Removing cattails can be challenging. It is almost impossible to remove a mass of cattails by hand. Cattails grow from tubers that spread, and they also spread by seed. if a piece of cattail is left in the wetland or wet pond after removal, the stand will probably re- establish. Use a backhoe for mass cattail removal when a wet pond or wetland is completely overgrown by cattails. If a wetland or wet pond has a variety of vegetation but cattails are beginning to colonize it, use an alter- native form of cattail removal, such as applying an aquatic formulation of the herbicide glyphosate (one trade name for this is Rodeo). Wear a chemical- resis- tant glove underneath a cloth glove. Soak the cloth glove in 2 percent glyphosate, and stroke the cattail leaves. Or brush the herbicide onto the leaves with a small weed wiper. Not every leaf needs to be touched by the herbicide because many of the cattails are con- nected by tubers. Within 10 to 12 days, the cattails fronds will wither and die (Figure 7). The herbicide must be applied by hand rather than by broadcast spray because it will kill every herba- ceous plant it touches. Use only aquatic formulations of glyphosate because they do not harm fish and other aquatic species. The frequency of cattail removal can vary. Several factors influence the need to apply herbicide to cat- tails: the density at which the wetland is planted with desirable species, the time of year the wetland is planted, and the maturity of the wetland. During the first year or two after wetland construction, remove cattails twice a year. As the wetland matures and desirable species begin to dominate, reduce the maintenance frequency to once a year. The amount of time needed to remove unwanted vegetation (via the glyphosate wipe) varies, but a well- maintained, mature wetland requires visits of about 2 hours per acre of wetland. Other unwanted plant species include common reed (Phragmites species, Figure 6), various noxious floating aquatics (such as parrot feather, Myriophyl- lum aquaticum, and giant salvinia, Salvina spp.), and Asiatic dayflower (Murdannia keisak). Phragmiles species can be removed in a manner similar to that described for cattails. Noxious floating aquatics may require careful chemical or physical removal. If you observe these exotic invasive species, contact your county Extension center. MOW THE PERIMETER OF WET PONDS Stormwater wetlands are not mowed to the water's edge and tend to be surrounded by mature grasses. As a result, mowing the perimeter of wetlands is not a typical stormwater wetland maintenance activity. Many wet ponds, however, do have a grassed perime- ter that needs to be maintained. Mowing maintenance is almost purely aesthetic. The type of grass used, its growing season, and pond aesthetics dictate the height and frequency of mowing: • Mow cool- season grasses to a recommended height of 4 inches and no lower than 2.5 inches. Cool - season grasses, such as fescue, tend to be used west of Interstate 95 in North Carolina. • Mow warm- season grasses to a recommended BK013931PG01034 -Ex t b i L D height of 2.5 inches and no lower than 1.5 inches. Warm season grasses include centipede, Bermuda, and zoysia, and are principally found in eastern North Carolina. • Mow every one to three weeks during the growing season when the wet pond is part of an accessible landscape or treated as an amenity. • Mow wet ponds that are located out -of -sight once or twice a year. The size and severity of slopes along the wet pond determine the type of mower to use. For small ponds, a standard push mower is often adequate. Larger ponds or ponds with steep banks will probably require a specialized pond mower. Grass clippings can be left adjacent to the pond to provide organic matter that encourages grass to grow. Do not discharge grass clippings into the water, as this will encourage the growth of algae and could poten- tially clog the drawdown hole. CONTROL PESTS Rodents such as muskrats and beavers are attracted to stormwater wetlands and wet ponds (Figure 8). Once there, they can damage the stormwater management practice. Muskrats eat aquatic vegetation and burrow holes in the deeper pools. When muskrats actively burrow near the outlet of a wetland or wet pond, they will add sediment and increase turbidity to the outflow, in- creasing the release of pollutants from the wetland or wet pond. Moreover, muskrats will sometimes burrow holes around and through dams. These muskrat holes artificially lower the water level inside the pond or wetland, causing some plant species to die. At worst, the holes can lead to dam failure. Beavers are attracted to the sound of running water. Once a beaver colonizes a wet pond or stormwater wetland, it will remove trees and shrubs surrounding the stormwater practice to build its lodge and dam. Beaver activity will clog or block the drawdown structure, thus raising the height of water inside the pond or wetland. This change in the depth of water inside wet ponds with aquatic shelves and stormwater wetlands will alter the types of vegetation that survive in the practice. Usually this change is undesirable. Muskrat infestation is a difficult maintenance problem that usually must be addressed only when a pond or wetland has suffered from neglect. If the practice is infested, muskrats can be trapped under water, where they drown. Muskrats frequently escape traps, however, which makes live trapping difficult. Hire a licensed, experienced trapper who takes care to place traps where pets cannot be trapped by mistake. Once muskrats have been removed from the pond, their dwelling holes should be destroyed. BK013939G01035 Lk l'il,( � KEEP GEESE AWAY FROM WET PONDS AND STORMWATER WETLANDS Canada geese are attracted to an open body of water with good visibility around the pe- rimeter, and they enjoy eating grass. This describes many "old - design "wet ponds that are mowed to the edge, allowing geese easy access in and out of the pond. Designers can include features in a wet pond to prevent Canada geese from taking up residence: Build a visual barrier along the pond pe- rimeter —the aquatic shelf, By taking away good visibility, geese will not feel as safe. Most newly designed ponds include some aquatic shelf. • Place shiny objects, such as silver tape, around the perimeter of the pond if build- ing an aquatic shelf is not feasible. Place a grid of string across the wet pond to prevent easy waterfowl water landing. This string can also have shiny tape at- tached to it (Figure 10). You can also bring a dog to the pond regu- larly to scare the geese. Geese do not like certain species of dogs, particularly border collies. If they often encounter a frightening dog, the Canada geese will eventually move elsewhere. Figure 10. A grid of fishing line adorned with silver tape has been strung across this wet pond to prevent geese from making it their home. The string grid makes water landing more difficult, and geese do not like shiny or flashy objects like wind- blown silver tape. If the stormwater practice has been regularly main- tained, muskrat populations can more easily be con- trolled. Encourage muskrats to move away from the wetland or wet pond by making it an uncomfortable place to live. If muskrat holes are observed around the perimeter of a wet pond or stormwater wetland, destroy them or fill them with soil (Figure 9). Identify and destroy muskrat holes during any regular main- tenance activity: whenever the wetland or pond is being inspected to verify that the drawdown is freely flowing and during mowing and trash removal. Removing beavers is more difficult that removing muskrats. If a beaver is observed living in or around a stormwater wetland or wet pond, contact a profes- sional trapper who specializes in beaver removal. SUMMARY Well- designed stormwater wetlands and wet ponds remove pollutants and mitigate floods. To accomplish these goals and remain safe, aesthetically pleasing, and free of mosquitoes, they must be maintained properly to meet their design goals. Most stormwa- ter wetland and wet pond maintenance activities are simple and inexpensive. But without them, the effec- tiveness of these stormwater management practices will decline. Wi3931PG01036 TABLE 1. STORMWATER WETLAND AND WET POND MAINTENANCE TASKS AND FREQUENCIES Task Frequency Notes Remove sediment from Varies. In stable watersheds, once every In unstable watersheds (those with forebay and deep pool 5 tol0 years is typical. active construction), the frequency (dredging/ dipping). increases to once a year, assuming the forebay is correctly sized. Monitor sediment depth in Once a year. In a large pond or wetland, a small boat forebay and deep pools. may be needed. Maintaining free - flowing Once per month and after every storm Perform inspection regularly. Unclog - orifice (drawdown hole). exceeding 2 inches. ging the hole when needed is simple. Remove floating trash and Depends on design aesthetics: once a Remove trash whenever the drawdown debris. week to once a month. hole is being inspected. Inspect for trash more often if necessary, and remove as needed. Remove vegetation from Once a year. Dam top and faces should consist of dam top and faces. mowed grass, if vegetated. Remove invasive species In years 1 and 2, twice a year (spring If spread of cattails is somewhat limited, (particularly cattails), and fall). From year 2 onward, once a use the glyphosate -wipe method. year (spring). Mow the wet pond perim- Depends on design aesthetics. Ranges Wet ponds that are a design amenity will eter, from every 1 to 3 weeks to once a year. require more frequent mowing (every 1 to 3 weeks). Remove muskrats and Muskrat hole inspection and destruc- Contact a professional beaver trapper beavers, tion should occur every time the to remove beavers. Use muskrat traps to wetland or wet pond is visited (at least remove muskrats, or contact a profes- once a month). I sional trapper. RESOURCES Fact sheets in the Urban Waterways series, North Carolina Cooperative Extension, N.C. State Univer- sity: Hunt, W. F. Urban Stormwater Structural Best Man- agement Practices (SMPs). AG- 588 -01. Online: http : / /www.bae.ncsu.edu /stormwater/ PublicationFiles /UrbanBMP51999.pdf Hunt, W. F., and B. A. Doll. Design of Stormwater Wetlands for Small Watersheds. AG- 588 -02. OnIine:http://www.bae.ncsu.edu/stormwater/ PublicationFiles /SWwetlands2oo0.pdf Hunt, W. F., C. A. Apperson, and W G. Lord, Mosqui- to Control for Stormwater Facilities. AG- 588 -04. Online: http: / /www.bae.ncsu.edu /stormwater/ PublicationFiles /Mosquitoes2005.pdf Hunt, W. F., and W.G. Lord. Bioretention Perfor- mance, Design, Construction, and Maintenance. AGW- 588 -05. Online: http: / /www.bae.ncsu.edu /stormwater/ Publication Files /Bioretention2006.pdf Rodewald, A. D. Nuisance Canada Geese: How to Deal with the Problem. Ohio State University Extension publication no. W -3 -2001. Online: http: / /ohioline.osu.edu /w- fact /003.htmi BAE Stormwater Group Web site: www.bae.ncsu.edu /stormwater Obtain information on upcoming workshops (including BMP Inspection and Maintenance Certification Courses), publications, PowerPoint presentations, images to download, and design and construction specifications. State of North Carolina Stormwater Web site: www.ncstormwater.org ACKNOWLEDGEMENTS All photographs were provided by the Department of Biological & Agricultural Engineering at N.C. State University except as noted for Figures 7 and 8. BK013931PG01037 Recommendations for the use of agricultural chemicals are included in this publication as a convenience to the reader. The use of brand names and any mention or listing of commercial products or services in this publication does not imply endorsement by North Carolina Cooperative Extension nor discrimination against similar products or services not mentioned. Individuals who use agricultural chemicals are responsible for ensuring that the intended use complies with current regulations and conforms to the product label. Be sure to obtain current information about usage reulations and examine a current product label before applying any chemical. For assistance, contact your county Cooperative Extension agent. Prepared by William F. Hunt, Ph.D., P.E. Assistant Professor and Extension Specialist Biological and Agricultural Engineering North Carolina State University and Bill Lord Area Environmental Agent North Carolina Cooperative Extension Published by NORTH CAROLINA COOPERATIVE EXTENSION SERVICE AGRICULTURE -�E;LIFESCIENCES A C A D E M I C S • R E S E A R C H • E X T E N S I O N AGW- 588 -07 E0745831 08/2006 /bs BK013931PGO1038 This blank page was intentionally inserted by the BOOKS.' system . BK013931PG01039 BOOK:013931 PAGE:01009 - 01039 Yellow probate sheet is a vital part of your recorded document. Please retain with original document and submit for rerecording. Wake County Register of Deeds WAKE Laura M. Riddick COUNTY Register of Deeds This Customer Group # of Time Stamps Needed This Document New Time Stamp # of Pages WOMMMIJIV BKBM2007PGO0353 a x. my SOURCE OF II ILE DS 621 Pc em wnrce w N: D nss wArcc CD. PIN �6 Dii3S Oa 9865 _ MAP_ REFERENCES_ — EASEMENIS OF RECORD RECOMBINATION SURVEY & BUFFER RELOCATION RUTH H. LEWIS CK CARY COMMONS CARY TOWNS] 11P,TOWN OF CARY, WAKE COUNTY, N.C. PREPARED FOR TOWN OF CARY ENGINEERING DEPARTMENT —n— OP AP—L AND Aai Axcr nr o cnnaxs *���rrox' c�roxx ar uxv. Z �T'So.rzr..3euc i CEFOIRCATE OF --P AND DEDICATION Eo'x+ owxrxt :+ M TME ox�ary 01E ,� mis Mao, N awn xwrs- n..wnr ri- o6�rwrzn� snoxx mmea sox nu ueru ruxwsss ro wn�w mr nw u.r rr.n sM e xaxc xcxxnas(s) a warrxry amm(q: AI i XFIFICA. 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Na ��W Nno ��, x(E1: zm R ucnAR �xn s IATENI RE nNE WEGEADE / IGNINR i • ON R98 PG R o F­1 � tKI �wn E OR , PB ENT .,5 RfiR w. 0771117711 �RK N Pc INA asp „q" ao��ox,n.xu '3` c 5 i /v /V /(/ '� �N 641, n,�.,RRR ��n �-, ten° `c s', TRACT 2 H. RRs TOTAL AREA GRAPHIC SCALE 46,804 S.F. /1.074 ACRES WAKE COUNTY. NC 350 >�J /. / LROPA M RiOB ICK Off% (A •W... I "^' PEOI5"11 OF BEERS 1 IN IC T Fj \Ill pRE9ENiEB B RECOABEB BN n=n HE ONE F N 02l09l2B09 AT 1309:91 "ter �`o. RECOMBINATION SURVEY & BUFFER RELOCATION B009 pNBE:00359 PR01'tlt r O OOK BM2 - RUIH H LEW IS „ F: GAL! CJM MO NS rrsl CARY TOVNSI IIF WAl`E COUNTY, N.C. W ; / I - _ F RED FOW kt, s —I aN Vncr rtn�° 11' t nRr — TOWN OF CARY ENGINEERING DEPARTMENT o R a� 3 I CHAS H SELLS, INC. 11 199, P �� P NN EN F . EAR: CHINOTA"'. '�'A R �RP >. - ) R I s ,lo,ma .cc�