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HomeMy WebLinkAbout20130701 Ver 1_BMP_20130617EEP NUTRIENT OFFSET PROJECT SUMMARY River Bend BMP Stormwater Wetland EEP #668 Synopsis r� a efi il0 t .�tl. �0130To 1 EEP's River Bend BMP site (EEP #668) is a stormwater wetland BMP located in River Bend, North Carolina within the Neuse River basin CU 03020204. 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). This site was selected because it will treat a large, fully developed watershed. There was an existing undersized, under- performing BMP at the site that was expanded and modified for improved water quality benefit to the receiving water. The current property owner (Town of River Bend) was strongly supportive of the project. A stormwater treatment wetland works well in the area because of a consistent water source from the large watershed. The visual appeal of a wetland is a significant benefit as the site is heavily trafficked. NCSU recommended this site to EEP as it was a rare opportunity to find a location in the Neuse River Basin that can treat 115 acres at such a low cost and with property owner cooperation. The stormwater wetland is designed to remove 193.73 lbs /year of nitrogen, generating a 30 -year credit value of 5811.9 lbs reduction of Total Nitrogen. Additionally, the project is designed to reduce 785.4 lbs of total phosphorous (TP) over 30 years; however, TP reduction credit is not available in the Neuse River basin. Site Location River Basin: Neuse CU: 03020204 14 -digit HUC: 03020204010100 County: Craven Municipality: Town of River Bend Receiving Waters: Trent River; 27- 101 -(31); 030411 Use Support Rating: Trent River — FS Project History MOA/CE: December 2005 Final Design: March 2006 Construction: February/March 2007 Planting: June 2007 Annual Inspection: TBD 1 Project Participants Source Agencx: r Project!Mana�gement: Designer. Construction: Landowner: BMP Management: BMP Design Parameters BMP Type: Watershed Area: Watershed Description: Percent Impervious: BMP Storage Volume: Max Storm Depth Caph a r� E "m ne t n� NC Ecosystem Enhancement Program NC Ecosystem Enhancement Program NCSU Biological and Agricultural Engineering Pete Rollins and Associates Town of River Bend Town of River Bend Stormwater Wetland 115 acres Primarily residential with some golf course and commercial areas 23 % 4,300 cubic feet fired: 1.3 inch 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 TP Loading. 30 -yr TP Removal: 484.33 lb /yr (4.21 lb /ac /yr) 290.60 lb /yr(2.53 lb /ac /yr) 5811.9 lbs 74.81 lb /yr (0.65 lb /ac /yr) 48.63 lb /yr(0.42 lb /ac/yr) 785.41bs Property Protection & Maintenance Property Protection Method: State of NC holds a 30 -year Easement Maintenance: Town of River Bend is to conduct regular maintenance /inspections and submit report to EEP every two years. Attachments: • Project Statement (Site location map, watershed map) • Project Plan Sheets • Red -lined construction drawings • MOA 2 Project Statement RIVER BEND PROJECT STATEMENT Site Location River Basin: Neuse CU: 03020204 14 -digit HU: 03020204010100 County: Craven Municipality: River Bend Receiving Water: Unnamed tributary to the Trent River; 27 -101 -(31); 030411 DWQ Classification of Receiving Water: Trent - SB Sw NSW Use Support Rating for Receiving Water: Trent - FS (See attached site location map, Figure 1) Watershed Description Drainage Area: 115 acres Soils: Mostly Conetoe; Some Tarboro, Goldsboro, Udorthents, Masontown Land Use: Primarily % acre residential, with some golf course and commercial areas Average Watershed Slope: 1.5% Pre -BMP Nutrient Loading Estimate: TN- 484 lb /yr, TP- 75 lb /yr (See attached watershed view, Figure 2) Site Description Current Property Owners: Town of River Bend Owners Willing to Cooperate: Yes Land Area Available: 0.8 acres Accessibility: Accessible from Plantation Dr. Site Constraints: There is a 6 inch water line running through the middle of the available area, 5 -6 feet deep (See attached site layout, Figure 3) E fiECem ent ..... 1/2 BMP Recommendation Type of BMP Recommended: Stormwater treatment wetland Approximate BMP Surface Area: '/4 acre Permits Required: None expected (note: existing BMP being altered, drains to tidal water) Post -BMP Nutrient Export Estimate: TN- 291 lb /yr (40% reduction), TP- 49 lb /yr (35% reduction) Project Notes: This site was selected because it will treat a large, fully developed watershed. There is currently an undersized, under - performing BMP at the site that can be expanded and modified for improved water quality benefit to the receiving water. The current property owner (Town of River Bend) is strongly supportive of the project. A stormwater treatment wetland would work well in the area because of a consistent water source from the large watershed. The visual appeal of a wetland is a significant benefit as the site is heavily trafficked. The BMP could likely fit on one side of the existing water line crossing the site, but it could easily expand to another cell on the other side of the line since the line is so deep. NCSU strongly recommends this site. It is a rare opportunity to find a location in the Neuse River Basin that can treat 115 acres at such a low cost, with property owner cooperation. c` 3 E ar m& r �,� • �, 2/2 MAPS PDF created with FinePrint pdfFactory Pro trial version http: / /www.pdffactory.com } t \ j h t z E> \ lew Approximate Wetland Location oA i tit lk w VVO 11 n f vw VA 4 .a i t Watershed Boundary �, � � � <� 4 FINAL DESIGN SHEETS r� l MUM NCSSAlt 1�1�'NV I1 T1� \i1 FN \11� CCOMRATM EXTENSION EEP Contacts: Krlstle Corson - Project Manager 919.715.1954 Un Xu - Review Coordinator 919.715.7571 NCSU BAE Contactsi Ryan Smith - Design /Construction 919.515.8595 Kris Bass - Design 919.515.8245 Bill Hunt - Design 919.515.6751 Additional Contacts, Charley Humphrey - Craven County Coop Ext. 252.633.1477 Ritter Field Stormwater Craven County 45 Shoreline Dr, River Bend, NC 28562 Pnrking . Playground Leh jZ Ritter Fieldi� Mao Disturbed Area - 0,9 ac. Wetland Index of Sheets 1 Cover 2 Site Grading 3 Details (1) 4 Details (2) 5 Details (3) P -� A Vicinity Map 35.07' N 77.15• W Erosion and Sediment Control Filter fabric will be laid over the crest of the existing wooden outlet structure. The designer will then attach a piece of ply wood to the structure with large holes cut In It. Washed 57 stone will then be placed up and down stream of the ply wood for flow control and filtration (Detail on sheet 4). When construction Is complete, apply centipede grass seed to all disturbed areas with slopes less than 311, cover with straw and tack the area, Use ProPlus TackDown or similar alternative (to be approved by designer), nixed 70% water, 30% TackDown and apply liberally. On slopes 3-1 or steeper (banks), apply centipede grass seed, cover with erosion control blanket and staple, Use North American Green S150BN erasion control blanket or similar (to be approved by designer). Apply blanket per manufactures Instructions using staple pattern A (Detail on sheet 5). Normal Pool Water Surface - 98.2' Flood Pool Water Surface - 98.7' Drawdown Time - 2 days M" 30 0 30 60 Note: All elevations in plans relative to designer's benchmark QRnm wa maw Ritter Field Assume water line 4' deep (Responsibility of the contractor to avoid) Sign -� y, _ Existing wood structure to be left in place and modified 36' CMP by designer Invert 9721' Drawn by RAS Designed by. RAS File 0 /2005 Reviewed by WFH, KLB File Name: river_bend.dwg v � � i 98.2' i`...N 97.95 - 982' Scale: H: 1" = 30' V: N/A A� \ Q'7 KQ 36' RCP Invert 99.38' General Construction Sequence *Remain within disturbance limits staked by designer (Detail on sheet 4) *Implement all erosion control measures as described in Erosion and Sediment Control section (Sheet 2) *Remove and discard shrubs existing on the eastern bank of the existing wetland *Scrape top 6' of soli within the disturbance limits and stockpile for reapplication In the wetland and Ritter field area after grading Is complete *Pump water from existing wetland *Excavate eastern bank of existing wetland and apply cut to fill areas In the wetland. Leave a drainage channel in the wetland for construction, If necessary *Excess cut can be temporarily piled or spread on Ritter Field, within the staked disturbance limits, with a final grade that will allow the field to drain *Apply 3' of topsoil to all disturbed areas *Fine grade new wetland banks to a 311 slope, pools to a 2,1 slope and grade wetland bottom to elevations shown *Apply 2 -3' of organic amendment (to be selected by designer) to wetland bottom *Plant wetland as described In Planting section (Sheet 3) *Cover disturbed areas as described In Erosion and Sediment Control section (Sheet 2) Site Grading pp Ritter Field Wetland Sheet 2 River Bend, NC 99.00 98.00 97.00 96.00 95.00 nATTTAf VT h7 94.00 GROUP BOTTOM SECTI ❑N A -A' Wetland Profile Wetland bottor9 Flood pool elevation - 98.7' Normal pool elevation - 98.2' 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 Material Estimates ■Water lily - 9 wSpatterdock - 9 wPickerelweed - 555 wLizard's tall - 455 :Arrow arum - 455 :Duck potato - 355 :Rush - 450 wWoolgrass - 450 :Soft stem bulrush - 455 :Marsh mallow - 20 :Cardinal flower - 35 :Pink fetterbush - 15 :Sweet pepperbush - 5 :480 cy of soil applied to Ritter Field :Centipede seed - for 2/3 ac :Straw - for 2/3 ac :Tacking - 1 case (5 gal. total) :Erosion control blanket - 6 100' roles, standard width :Staples - 1 box of 1000 :Organic Amendment = 65 cy :Fertilizer - for 7200 sf :57 stone - 700 tics (1 /3 ton) :Filter fabric - 100 sf Scale H: 1" = 30' V: 1" = 3' Planting wIn deep pools plant water lily and spatterdock, 3 each per pool. wIn elevations 97.95 -98.2' plant pickerelweed (Pontederia cordata), Lizard's tall (Saururus cernuus), arrow arrum (Pe(tandra virglnlca), duck potato (Sagittarla latifolia), rush (Juncus effusus), woolgrass (Scirpus cyperinus), soft stem bulrush (Scirpus validus), Plant on 18' centers in groups of 7 -10 and randomize the groups wOn banks, around elevation 100', plant cardinal flower (Lobella cardinalis), marsh mallows (Hibiscus moscheutos), pink fetterbush (lyonia lucida) and sweet pepperbush (Clethra alnifolia) spaced around 4' apart, :Fertilize within 24 hours of planting with no imminent rainfall using 10 -10 -10 at 20 lbs per 1000 sf, F - Drawn by. RAS Designed by: RAS Date: 10/2005 Reviewed by. WFH, KLB File Name: river_bend.dwg a yl�/tik/rrrb.wti . N,T,S Scale: D e t a I I s ( I Sheet 3 See details Ritter Field Wetland River Bend, NC P 6riting vZones , Shcllow Wat E'r /$hGIIOW land plants De ^p oo: plants /. - vv..a.. ..and plants U . ! T>' Z� :Shallow water/ shallow land plants will be planted randomly i W, within the shown area and will i t redistribute and fill -in naturally, N,T,S Scale: D e t a I I s ( I Sheet 3 See details Ritter Field Wetland River Bend, NC Sediment and Erosion Controt Structure Existing structure N,T,S 57 stone and filter fabric 3/4' plywood EL. 99.3' Filter fabric will be placed over this plywood and on the ground on each side of It. Washed 57 stone will then be placed an the fabric on each side. i o e < %, i Disturbance Limit Parking . A� 0 Playgroun ary 4, 1.5 holes C _Y Drawn by. RAS Designed by. RAS Reviewed by. WFH, KLB wenwr�rsw.rr.ew Scale: 1 " =50' Date: 10 /2005 Scale: File Name: river_bend.dwg See details Disturbed Area - 0,9 ac, Details (2) Sheet 4 Ritter Field Wetland River Bend, NC NORTH AMERICAN GREEN EROSION CONTROL PmCucte Guo o-d SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSIALLE, IN 47725 600- 772 -2040 .mgn n.aom Erosion Control Blanket SLOPE INSTALLATION 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'a), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA CELL-O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6' (15 CM) WIDE TRENCH WITH APPROXIMATELY 12' (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH OF THE RECP'e. 3. ROLL THE RECP'6 (A) DOWN OR (B. ) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL R CP'9 MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP'6 MUST BE STAPLED WITH APPROXIMATELY 2' - 5' (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP'e TYPE. 5. CONSECUTIVE RECP'e SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3' (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE RECP'a WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. NORTH AMERICAN GREEN P'odv is Guoronteed 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 600- 772 -2040 rwr.nagn n.e® I 3' (0.9m) 3.3 (1.Om)T 6' (0.5m) O O 1.15 STAPLES PER SQ. YD. (1.35 STAPLES PER SQ. M) Drawn by: RAS �lfflan�u_ Designed by. RAS Date: 10/2005 000l�ATIVE Reviewed by: WFH, KLB File Name: river_bend.dwg (4.1 STAPLES PER SO. Scale: H: N.T.S V: N.T.S STAPLE PATTERN GUIDE 6.67' (2.03 M) WIDE ROLLS I 6• c,.em, I 0.7 STAPLES PER SQ. YD. (0.8 STAPLES PER SQ. M) 3.3' (1.Om) 1.6' (0.5m) 2'I (O.6m) K Q 1.7 STAPLES PER SO. YD. (2.0 STAPLES PER SQ. M) - - 10' (0.25,) 4' (1.2m) O O O - I -10" (0.25m) 3.3' (1.0m) T— F 220' 9.5m0 O T O 3.3' (1.Om) O O O O 3.75 STAPLES PER SQ. YD. (4.5 STAPLES PER SO. M) Details (3) Sheet 5 Ritter Field Wetland River Bend, NC - _ j O 2' (0.6m) 4' (1.2m) O — 20' (c O ?2 O O O O 0 0 Drawn by: RAS �lfflan�u_ Designed by. RAS Date: 10/2005 000l�ATIVE Reviewed by: WFH, KLB File Name: river_bend.dwg (4.1 STAPLES PER SO. Scale: H: N.T.S V: N.T.S STAPLE PATTERN GUIDE 6.67' (2.03 M) WIDE ROLLS I 6• c,.em, I 0.7 STAPLES PER SQ. YD. (0.8 STAPLES PER SQ. M) 3.3' (1.Om) 1.6' (0.5m) 2'I (O.6m) K Q 1.7 STAPLES PER SO. YD. (2.0 STAPLES PER SQ. M) - - 10' (0.25,) 4' (1.2m) O O O - I -10" (0.25m) 3.3' (1.0m) T— F 220' 9.5m0 O T O 3.3' (1.Om) O O O O 3.75 STAPLES PER SQ. YD. (4.5 STAPLES PER SO. M) Details (3) Sheet 5 Ritter Field Wetland River Bend, NC - _ j At D (4.1 STAPLES PER SO. Scale: H: N.T.S V: N.T.S STAPLE PATTERN GUIDE 6.67' (2.03 M) WIDE ROLLS I 6• c,.em, I 0.7 STAPLES PER SQ. YD. (0.8 STAPLES PER SQ. M) 3.3' (1.Om) 1.6' (0.5m) 2'I (O.6m) K Q 1.7 STAPLES PER SO. YD. (2.0 STAPLES PER SQ. M) - - 10' (0.25,) 4' (1.2m) O O O - I -10" (0.25m) 3.3' (1.0m) T— F 220' 9.5m0 O T O 3.3' (1.Om) O O O O 3.75 STAPLES PER SQ. YD. (4.5 STAPLES PER SO. M) Details (3) Sheet 5 Ritter Field Wetland River Bend, NC - _ j 1 r~ Stenl l dl 111 inanc 111C11 N' - if .3 i l ioiucyfod a ;' M V. ngln ... 1n@ 1 EEP Contacts, Krlstle Corson - Project Manager 919.715.1954 Lin Xu - Review Coordinator 919.715.7571 NCSU BAE Contacts, Ryan Smith - Design /Construction 919515.8595 Kris Bass - Design 919.515.8245 BIU Hunt - Design 919.515.6751 Additional Contacts, Charley Humphrey - Craven County Coop Ext. 252.633.1477 Ritter F1eld Stormwater Wet�anol Craven County 45 Shoreline Dr. L�►S' �U�L� River Bend, NC 28562 Parkho / J�� „� Al Ptayp O44- ' \ /, ��� 10 X -- ice'. i r i //, 1 Ritter Fleld / i Disturbed Area - 0,9 ac. �!:1 5, {9 H � eyH�c6�S� ran, 10' , Index of Sheets 1 Cover 2 Site Grading 3 Details (1) apq �I 4 Details (2) 'oo� 5 Details C3) J)W. -1 cy� � rosion and Sediment Control (ter fabric will be laid over the - - _ - - - -- -i01- -est of the existing wooden / etlet structure. The designer \ (1 then attach a piece of ply )od to the structure with large ales cut In It. Washed 57 stone 11 then be placed up and down Ix j� r,(F - - \ \ v tream of the ply wood for flow j ° � v to -- - - - —NO? \ 101- - �ntrol and filtration (Detail on �r� �u j � / \ t��_ ,)eet 4) Sign O IX 1\ j�' / // / 9TH — \\\ 36' RCP When 59n t +..�._l�mplete, �1 j J / Invert 99.3e' \ apply (centipede rass seed to all 1 1 �� / n disturbed- areas-with slopes less I J j �P l ail side slope - - / j / 0 f 24 slope m pools than 3-1, cover with straw and tack the area. Use ProPlus TackDown or similar alternative (to be approved by designer), j s' Ritter Field L�X1 mixed 70% water, 30% TackDown and apply liberally. On slopes 311 or steeper (banks), apply I 1 2/ / centipede grass seed, cover with j ice° _�/ %.`o� / 99.21 erosion control blanket and j 1 oz staple. Use North American Gr en / / / / / 0 97.95 - 99.2' S150BN erosion control blanket! j or similar (to be approved by / / /Assume water line 4' deep designer). Apply blanket per / / (Responsibility of the / ,o,� / contractor to avoid) / d',e / // j/ General Construction Sequence manufactures Instructions using ■Remain within disturbance limits staked b desl ner staple pattern A ( Detail on sheet Y 9 5), / i iii ' (Detail on sheet 4) WImplement all erosion control measures as described In Erosion and Sediment Control section (Sheet 2) •Remove and discard shrubs existing on the eastern bank Normal Pool Water Surface - 98.2' oc ij/ 97.95' of the existing wetland Flood Pool Water Surface - 9817' ■Scrape top 6' of soli within the disturbance limits and Drawdown Time - 2 days ` - / , ° /r, stockpile for reapplication In the wetland and Ritter field area after grading Is complete WPump water from existing wetland *Excavate eastern bank of existing wetland and apply cut to fill areas in the wetland, Leave a drainage channel in the wetland for construction, If necessary 90 /i • "� ■Excess cut can be temporarily piled or spread on Ritter 99 "/ Field, within the staked disturbance limits, with a final tip' grade that will allow the field to drain Sign - I l '/ ,i X k'� mAppty 3' of topsoil to all disturbed areas 30 0 i 1! J t r r wFine grade new wetland banks to a 3,1 slope, pools to a 2,1 slope m to elevations shown - 'K- Appl _ 2-3' of .o_f organic amend_ m_ent to be selected by ne) t weTana- fiotory Existing a structure to u' Note, All In desl r o g elevations in plans be left in pence and modiFied •1Plant wetland as described In Planting section (Sheet 3) relative to designer's benchmark 36' CMP by designer a :Cover disturbed areas as described In Erosion and Invert 9721' ° Sediment Control section (Sheet 2) - - - - - -- _ - _ _ - .. -- -- - --- . - VIEW Drawn by RAS Scale: Site Grading ' Desi ned b RAS Date: 10/2005 Sheet 2 COOPINtil�„ ' 9 Y H: N = 30' COOMRAT1v{ Reviewed by WFH, KLB File Name: river_bend.dwg V: N A Ritter Field Wetland �MMNSIO14 • � River Bend, NC 99.00 98.00 97.00 96.00 95.00 n ATrrAj- "T rT7 Wetland Profile Wetland bottom Flood pool elevation - 98,7' Normal pool elevation - 98.2' 94.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 GROUP BOTTOM Prh \��` Scale SECTION A -A' �e �.• V: 1" = 3' Material Est' 0' :Water lily - wSpatterdock :Pickerelweed - 55 :Lizard's tall - 455 :Arrow arum - 455 :Duck potato - 355$ :Rush - 450 wWootgrass - 4503 :Soft stem bulrush - 455 :Marsh mallow - 20 :Cardinal flower - 35' :Pink fetterbush - 15 � :Sweet pepperbush - 5 CI :480 cy of soli applied to Ritter Field :Centipede seed - for 2/3 ac :Straw - for 2/3 ac :Tacking - 1 case (5 gal. total) wErosion control blanket - 6 100' roles, standard width :Staples - 1 box of 1000 :Organic Amendment - 65 cy :Fertilizer - for 7200 sf W57 stone - 700 lbs (1 /3 ton) :Filter fabric - 100 sf Planting wIn deep pools plant water lily and spatterdock, 3 each per pool. wIn elevations 97.95 -98.2' plant pickerelweed (Pontederla cordata), lizard's tall (Saururus cernuus), arrow arrum (Pettandra virginlca), duck potato (Sagittarla latlfolla), rush (Juncus effusus), woolgrass (Scirpus cyperinus), soft stem bulrush (Scirpus validus). Plant on 18' centers in UP 7 groups of 7 -10 and randomize the `T groups :On banks, around elevatlon 100', plant cardinal flower (Lobella cardinalis), marsh mallows (Hibiscus moscheutos), pink fetterbush (lyonla lucida) and sweet pepperbush (Ctethra alnlfolla) spaced around 4' apart, :Fertlllze within 24 hours of planting with no Imminent rainfall using 10 -10 -10 at 20 (bs per 1000 sf, Drawn by. RAS Designed by RAS WCOOPIMM � Reviewed by. WFH, KLB w"...w Date: 10 /2005 File Name: river_bend.dwg Fidnting \Zor)es ` Shallow i lI water / Shatlow land \ plants Deep pool plants \ ��� \ o v . Upland plants / y/ • �o' j .'.'.0 /.'.'.A"' /� .y.j.. / /•�az %�• // /� Ofjr4 �m: / /�' wShatlow water/ shallow land plants will be planted randomly within the shown area and wilt A Scale: See details / o - redistribute and fill -In naturally. 5 N,T,S Details (1) Sheet 3 Ritter Field Wetland River Bend, NC Date: 10 /2005 File Name: river_bend.dwg Fidnting \Zor)es ` Shallow i lI water / Shatlow land \ plants Deep pool plants \ ��� \ o v . Upland plants / y/ • �o' j .'.'.0 /.'.'.A"' /� .y.j.. / /•�az %�• // /� Ofjr4 �m: / /�' wShatlow water/ shallow land plants will be planted randomly within the shown area and wilt A Scale: See details / o - redistribute and fill -In naturally. 5 N,T,S Details (1) Sheet 3 Ritter Field Wetland River Bend, NC Sediment and Erosion Control. Structure . .......... . ...... .... ................... .................. ................... ... ................ .. .................. .................... Plywood E)dsWg structure • 57 stone and filter fabric FKtw fabric will be placed over this plywood and on each shk of It. 3/4' —5 =,inhan be placed on the fabric on each side. 1.251 holes N.T.S 11 4eg4M loom ■ Drawn by. RAS Designed by. RAS Reviewed by. WFH, KLB Scale: 1" = 50' Date: 10/2005 File Name: river—bend.dwg Disturbance Limit Scale: See details :1 -------- --------- - ------- - - Details (2) Ritter Field Wetland Sheet 4 River Bond, NC -- — ------------ NORTH AMERICAN GREEN EROSION CONTROL Products Gu fssd SOLUTIONS 144149 HIGHWAY 41 NORTH EVANS ALE. IN 47725 900- 772 -2040 .napnsn- Erosion Control Blani<(> I. SLOPE INSTALLATION NORTH AMERICAN GREEN EROSION CONTROL Products Cu —me-d SOLUTIONS f4849 HIGHWAY 41 NORTH EVANSVLLE, IN 47725 800- 772 -2040 Irw.nsgl.an.asrll 3' (I.9m) 3.3 0-0m)- O O 1.15 STAPLES PER SQ. YD. (1.35 STAPLES PER SQ. M) STAPLE PATTERN GUIDE 6.67' (2.03 M) WIDE ROLLS 3 (ICJ s• (l.am) I L... ° u 0.7 STAPLES PER SQ. YD. (0.8 STAPLES PER S0. M) 3.3' (1.Om) 2 "I (O.Bm) 3.3' (1.Om) _ -_ O te_0 1.7 STAPLES PER SO. YD. (2.0 STAPLES PER S0. M) 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL- O-SEED DO NOT SEED PREPARED AREA, CELL-O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'e IN A 8' (15 CM DEEP X 8" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12' (3Ocm) OF RECP's EMENDED BEYOND THE UP -SLOP PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF 1' (O.6m) STAPLES /STAKES SPACED APPROXIMATELY 12• (30 CM) MART ACROSS THE WIDTH OF THE RECP's. - --- 3. ROLL THE RECP'a A) DOWN OR D. HORIZONTALLY ACROSS THE SLOPE. RECP'a WILL UNROLL WITH APPROPRIATE SIDE I -to ' (0.25m) AGAINST THE SOIL SURFACE. ALL MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" , STAPLES /STAKES 4' 0.2m) I 0 4 (1.2m) O O O SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. I � Q2p• (p_) I - I -10" (O.25m) 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2' - 5' (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP'e TYPE. 0 O 5. CONSECUTIVE RECP'e SPUCEO DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE SME) WITH AN APPRO %IMATE lI1J 3.J' (1.Omj f _ f p• 4"`�'^O J' 7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12• (30 CM) MART ACROSS ENTIRE O O Q REC 's WIDTH. O O NOTE: IN 1005E SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY 70 PROPERLY SECURE THE RECP'a. 0 0 0 00 O O O 3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. (4.1 _STAPLES PER S0. M) (4.5 STAPLES PER SO. M) 1 Drawn by: RAS 1 111 IIIN411 ; Designed by: RAS Date: 10/2005 Scale: Details (3 ) Sheet 5 1 V% COOPut �' Reviewed by: WFH, KLB File Name:river_bend.dwg H: N.T.S V: N.T.S Ritter Field Wetland —_ — V4 "4VM4V4r4 ►. Y{ River Bend. NC MEMORANDUM of AGREEMENT NCDENR North Carolina Department of Environment and Natural RS.SOUrces DIVISION OF PURCHASE AND SERVICES Michael F. Easley, Governor Michael G. Bryant, Director William G. Ross, Jr., Secretary March 8, 2006 John R. Kirkland Town of River Bend 45 Shoreline Dr River Bend, NC 28562 -8970 Dear Mr. Kirkland: Enclosed is a fully executed copy of Contract No. D06024 between Town of River Bend and the Department of Environment and Natural Resources. Invoices or matters regarding work to be performed should be directed to the Contract Administrator, Jeff Jurek, DENR -EEP, 1652 Mail Service Center, Raleigh, NC 27699- 1652, 919 -715 -1157. Please include Contract No. D06024 on invoices submitted for payment. Should you have any questions regarding the contract, you may contact me at (919) 715 -3880. Sincerely, T. Mike Brendle, Chief Purchase and Contract Section Enclosure M B /mw cc: Sharon Jones, DENR -EEP Controller's Office One 1605 Mail Service Center, Raleigh, North Carolina 27699.1605 NO Caro ina Phone: 919. 733.97461 FAX: 919. 715.06841 Internet: www.admin.enr.state.nc aturix !� An Equal Opportunity ! Affirmative Action Employer.50% Recycled 110% Post Consumer Paper i-urm 8100 - Contract Form (8101105) DENR CONTRACT NO: Dc (c t •.A DENR CONTRACT FORM - AGREEMENT INFORMATION (Assigned by Contract Coordinator DENR Division & Section: Eco stem Enhancement Pr ram Address (MSC /Street): 1652 Mail Service Center City Raleigh Zip 27699 -1652 Contract Administrator Technical expertise): Jeff Jurek Phone No: 1 919 -715 -1157 1 E-mail address: leff.lurekanemail.net ICentract Coordinator (Contract Process expertise) I Sharon J. Jones No: 1 919. 715 -1209 IE -mall address: rnnITPAr.T INFnRMATION: PURCHASE 8 SERVICES ONLY ti R� DIPS Purchasing Agent: ?—Ittj F Date Received: 9 Requisition No: PO No: AMENDMENT NO: Contractor: Town of River Bend Business IRS #: Social Security #: Check one of the following: (Federal Tax ID #) Contractor Key Contact Person: John R. Kirkland NIA Minority (51% owned) StreetlPO Box # 45 Shoreline Dr. Woman (51% owned) City /State/Zip: River Bend, NC 28562 -8970 Phone No: 252 - 638- 3870J�~ 4 I I q O Handicapped (51% owned) X None of the above E-mail Address: Address (Mail Contract to for Execution): (Unless University) Address (checks are mailed If different from Contract Execution address): Name: Name: ^f �`- street/PO Box # r� Stmel/PO Box # Cit /State/Zip: Gt /stateo : Contract Period Work cannot begin until fully executed contract Is In place) tStart Date: 12/01/05 jEnd Date: 12/01/35 DENR Contract Amount (complete for initial contract request onl ): $ Amendment Amendment Type: No -Cost Time • Increase or Decrease Revised Scope of Work Attached (check one): No: I I Extension Contract Amount: Yes No NA (Required) Explain why amendment is necessary: Time Extension from: Time Extension to: Amendment Amount: $ Revised Contract Total Inttlal contract amount plus all amendments): $ ENCUMBRANCE (Actual or Estimate Per FY): FY -_— S _C0: 1802 Aect 332198 Center Po L := _4 Co: ,--,—Acct: Center FY _ : _Co: _Acct Center Po Uno _i Co: _ACd: Center FY — S Co: __Acct Center POUne _$ _Co: _Acct- Center CO: FY Acq: center PO line E Center PAYMENT SCHEDULE Check one): Reimburse for allowable expendaures according to amount specified in Scope of work r a minimum of 10% withheld until DENR accepts final work. Reimburse 90% of all invoices for allowable expenditures with 10% withheld until DENR accepts final work.. Reimburse actual Invoices submitted with a minimum of 10% of DENR Contract amount withheld until DENR accepts Anal work. Lump sum payment when DENR accepts contract fulfillment Other (Specify): MANDATORY SIGNATURE, By signature, I cSil;b that the above budget information is correct, appropriately budgeted & currently available in the Division's budget as specified in the above encumbrance information. DIVISION BUDGET OFFICER: Signature 4l4 /d Date o(a Returned to Contract Administrator/ Date: Forwarded as checked ( x ) below / Date: Comments: A— 4 MANDATORY REVIEWS (Per Requirements Below) E IVISION DIRECTOR [MUST REVIEW ALL REQUESTS]: (Director certifies that the above request & information is in compliance with all State /Federa!/local require nt !i ig & DENR's strategic goals.) DIRECTOR'S IGNATURE: JJ ,' Received Date: PROVED /Date: O V Comments: []DENIEDI Date: FORWARDED TO: Forwarded Date: 7 HUMAN RESOURCFS: (Reviews: Personal Service contract requests; hourly rate & for conflicts in personnel policy) REVIEWER'S SIGNATURE: HR - Check oertinent item (s) below: Received Date: Personal Service Contract Required Contract Request Approved Dual Employment Required Contract Request Denied Temporary Position Required Contract Request Denied COMMENTS: FORWARDED TO: Forwarded Date: []aP-A: (Reviews: Personal Service contract requests; All Requests Over $25K; Amendments to increase funding) DIRECTOR'S SIGNATURE: 0APPROVED I Date: DENIED / Date: Comments: Received Date: FORWARDED TO: Forwarded Date: []DENR ITS: (Reviews: Requests pertaining to IT services; consistent with state/ DENR policies. REVIEWER'S SIGNATURE: . Received Date: []APPROVED / Date: DENIED / Date: FORWARDED TO: Comments: Forwarded Date: `PURCHASE AND SERVICES: (Processes a q is for co t tual -type services & executes aU contractual documents) SECTION CHIEF SIGNATURE: Received Date: Z FORWARDED TO: Forwarded Date: POLICY ANALYST SIGNATURE: APPROVED / Date: Comments: DENIED / Date: FORWARDED TO: DPS PURCHASING AGENT: Page 2 of 2 Received Date: Forwarded Date: Received Date: Form 6000 - DENR Intema/ Contr ictua/ Routing Form ( 8/01/05) J J DIVISION CG TRAC I' R QF ltd NO: �� ti (Contact Division Contract Coordinator for Contract Reamat No.) DENR DIVISION: Ecosystem Enhancement Program SECTION: Im lementati - earce r)(PE OF ACTION REQUESTED: (Contact Division of Purchase & SeMces for assistance in completing this form - Main # 919. 733.9746) - REQUEST FOR PROPOSALS (Issued by PURCHASE & SERVICES }ESTIMATED COST: (Scope of Work attached) SERVICE CONTRACT(competitive solicitation; services by federallstatenocal govt. or state - funded university) (Scope of Work attached) X MOA / MOU (exchange of services only - no payment for services) - Scope of Work attached GRANT CONTRACT (Grant application Issued by DENR or grant awarded through DENR - Grant application & Responses attached PERSONAL SERVICE (INDIVIDUAL ONLY) Form 319 / Vita or Resume / Unique Quariffcadons Statement & Scope of Work attached CONSULTANT CONTRACT (DPS solicits approval from GOVERNOR'S OFFICE & ODA P &C) - Scope of Work attached INFORMAL CONSTRUCTION CONTRACT (Processed by DPS Construction Services Section) AMENDMENT (CONTRACT NO. required: ) For increased funding amendments - Form 8000 & 6100 required) (For no cost time extensions - Form 0100 submitted to DPS only) (Explanation required why Increase in funding Is necessary): BRIEF TITLE i PURPOSE OF CONTRACT: MOA -Town of River Bend JUSTIFICATION OF NEED FOR CONTRACT: agreement for town to maintain project -built by EEP WHY WORK CANNOT BE PERFORMED WITHIN DENR: NIA STATE / LOCAL / FEDERAL AGENCY OR STATE- FUNDED UNIVERSITY CONTACTED BUT UNABLE TO PROVIDE SERVICE �GENCY / UNIVERSITY: CONTACT NAME: PHONE NO: AGENCY / UNIVERSITY' . CONTACT NAME: PHONE NO: FEDERAL AND/OR STATE REGULATIONS / CITATIONS APPLY' YES NO LIST OR PROVIDE AS ATTACHMENT: SOURCE OF FUNDS REQUEST riadons $ 1 Receipts IFWMI Graru $ Contractor Cash 1$1 Match In- $ odeapeWM $ Total $ Grant No. Grant Expiration Date I I CFDA #: O anal Fundim Available: I $ 0 ! Awayal Prior To This Re uM $ PROPOSED ENCUMBRANCE FOR THIS REQUEST FY $ ! Company 11302 Account 532199 Center FY $ ComDany A=unt Center FY $ Com an Account Center FY $ lComoany 1 Account Center FY 1 $ lCompany I JAccount Center IMANDATORY - BUDG FFICER'S SIGNATUR DATE: CONTRAC N (ch one): X Contfyctor Ott -Form 6100 Attached contractor ununown �� °7—jeff Jurek Phone No: 919- 715 -1157 Contra 5ED ni r Signature Typed or Printed Name E -mail: jeff.jurek@ncmail.net (Cerli tea st & tntonrration is in c ompiranm with au State / Federallloca/ requirements & policies & DENR's strategic goals.) SUBMI T O CONTRACT COORDINATOR 9/23/2005 (date) Page 1 of 2 8000 - DENR lntemal Contractual Routing Form (08/01/05) CONTRACT COORDINATOR: Sharon J. Jones Email: sharon.1.lones0ncmail.net Received Date 9 CONTRACT NO. D06024 STATE OF NORTH CAROLINA CONTRACTOR'S FEDERAL I.D. COUNTY OF WAKE 56- 1291141 CFDA CODE: N/A THIS AGREEMENT, made and entered into this 25th day of January, 2006, by and between Town of River Bend, hereinafter referred to as "CONTRACTOR", and North Carolina Department of Environment and Natural Resources, hereinafter referred to as "DEPARTMENT'; WITNESSETH: THAT WHEREAS, the CONTRACTOR has submitted to the DEPARTMENT a proposal for the.performance of certain technical or professional services; and WHEREAS, the DEPARTMENT desires to enter into a contract with the CONTRACTOR to perform the services set out in the proposal; NOW, THEREFORE, for and in consideration of the mutual promises to each other, as hereinafter set forth, the parties hereto do mutually agree as follows: 1. . The CONTRACTOR hereby agrees to perform, in a manner satisfactory to the DEPARTMENT, services for the proper maintenance of a Stormwater BMP constructed on property owned by the Town of River Bend for a period of thirty (30) years from the completion of construction, as described in Attachment A which is incorporated as part of this contract. 2. The services of the CONTRACTOR are to commence on the 1st day of February, 2006 and shall be undertaken and completed in such sequence as to assure their expeditious completion in the light of the purposes of this agreement, but in any event, all of the services required hereunder shall be completed by the 31st day of January, 2036. 3. The DEPARTMENT hereby agrees to pay the CONTRACTOR a sum of money not to exceed ZERO DOLLARS ($0.00), said sum to be full and complete compensation for services rendered under this agreement. (a) Payment for services will be made upon receipt and approval of invoice(s) from the CONTRACTOR documenting the costs incurred in the performance of work under this contract. (b) All travel, lodging, and subsistence costs are included in the contract total and no additional payments will be made in excess of the contract amount indicated above. Contractor must adhere to the travel, lodging and subsistence rates established in the Budget Manual for the State of North Carolina. (c) Invoices are to be submitted to the Contract Administrator at least quarterly. Final invoice must be received by the DEPARTMENT within 45 days after the end of the contract period. (d) Amended or corrected invoices must be received by the Office of the Controller within six months after the end of the contract period. Invoices received more than six months after the end of the contract period will be returned without action. 1 of 5 CONTRACT NO. D06024 4. The Contractor shall be considered to be an independent contractor and as such shall be wholly responsible for the work to be performed and for the supervision of its employees. The Contractor represents that it has, or will secure at its own expense, all personnel required in performing the services under this agreement. Such employees shall not be employees of, or have any individual contractual relationship with the DEPARTMENT. 5. The CONTRACTOR shall not substitute key personnel assigned to the performance of this contract without prior approval by the Contract Administrator. The following individual is designated key personnel for purposes of this contract: John R. Kirkland. 6. Norie of the work to be performed under this contract which involves the specialized skill or expertise of the CONTRACTOR or his employees shall be subcontracted without prior approval of the Contract Administrator. In the event the CONTRACTOR subcontracts for any or all of the services or activities covered by this contract: (a) the CONTRACTOR is not relieved of any of the duties and responsibilities provided in this contract; (b) the subcontractor agrees to abide by the standards contained herein or to provide such information as to allow the CONTRACTOR to comply with these standards, and; (c) the subcontractor agrees to allow state and federal authorized representatives access to any records pertinent to its role as a subcontractor. 7. The CONTRACTOR'shall comply with all laws, ordinances, codes, rules, regulations, and licensing requirements that are applicable to the conduct of its business, including those of federal, state, and local agencies having jurisdiction and /or authority. 8. The CONTRACTOR shall take affirmative action in complying with all federal and state requirements concerning fair employment and employment of people with disabilities, and concerning the treatment of all employees without regard to discrimination by reason of race, color, religion, sex, national origin, or disability. 9. If, through any cause, the CONTRACTOR shall fail to fulfill in timely and proper manner the obligations under this agreement, the DEPARTMENT shall there upon have the right to terminate this contract by giving written notice to the CONTRACTOR of such termination and specifying the reason thereof and the effective date thereof. In that event, all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports prepared by the CONTRACTOR shall, at the option of the DEPARTMENT, become its property, and the CONTRACTOR shall be entitled to receive just and equitable compensation for any satisfactory work completed on such documents and other materials. The CONTRACTOR shall not be relieved of liability to the DEPARTMENT for damages sustained by the DEPARTMENT by virtue of any breach of this agreement, and the DEPARTMENT may withhold payment to the CONTRACTOR for the purpose of set off until such time as the exact amount of damages due the DEPARTMENT from such breach can be determined. 10. This contract may be terminated by either party upon thirty (30) days notice given in writing by one party to the other. If the contract is terminated, all finished or unfinished documents and other materials shall, at the option of the DEPARTMENT, become its property. Termination of the contract by the CONTRACTOR shall not prohibit the DEPARTMENT from seeking remedy for additional -costs consequential to the termination, which are incurred by the DEPARTMENT. If the contract is terminated by the DEPARTMENT as provided herein, the CONTRACTOR will be paid in an amount which bears the same ratio to the total compensation as the services actually performed bear to the total services of the CONTRACTOR covered by this agreement; for costs of work 2 of 5 CONTRACT NO. D06024 performed by subcontractors for the CONTRACTOR provided that such subcontracts have been approved as provided herein; or for each full day of services performed where compensation is based on each full day of services performed, less payment of compensation previously made. The CONTRACTOR shall repay to the DEPARTMENT any compensation he has received which is in excess of the payment to which he is entitled herein. 11. The parties to this contract agree and understand that the payment of the sums specified in this contract is dependent and contingent upon and subject to the appropriation, allocation, and availability of funds for this purpose to the DEPARTMENT. 12. The CONTRACTOR shall hold and save the State, its officers, agents, and employees, harmless from liability of any kind, including all claims and losses, with the exception of consequential damages, accruing or resulting to any other person, firm, or corporation furnishing or supplying work, services, materials, or supplies in connection with the performance of this contract, and from any and all claims and losses accruing or resulting to any person, firm, or corporation that may be injured or damaged by the CONTRACTOR in the performance of this contract and that are attributable to the negligence or intentionally tortuous acts of the CONTRACTOR provided that the CONTRACTOR is notified in writing within 30 days that the State has knowledge of such claims. The CONTRACTOR represents and warrants that it shall make no claim of any kind or nature against the State's agents who are involved in the delivery or processing of CONTRACTOR goods to the State. The representation and warranty in the preceding sentence shall survive the termination or expiration of this contract. 13. Any CONTRACTOR receiving at least $15,000 but less than $500,000 in state funds from the DEPARTMENT within any fiscal year is required to file with each funding state agency a sworn accounting of receipts and expenditures of state funds in the format approved by the State Auditor. This accounting must be attested to by the CONTRACTOR fiscal officer and one other authorizing officer of the CONTRACTOR. This accounting must be filed with each funding state agency within six months after the end of the CONTRACTOR'S operating year. If the CONTRACTOR receives STATE funds of $500,000 or more during its fiscal year, it must file with the State Auditor and each funding agency its audited financial statements in accordance with the standards and formats prescribed by the State Auditor in Memorandum NGO -2 "Grantee Audit Reports." If the CONTRACTOR receives $500,000 or more in FEDERAL awards during its fiscal year from any source, including federal funds passed through the State or other grantors, it must obtain a single audit or program - specific audit conducted in accordance with the Federal Office of Management and Budget's Circular A -133 "Audits of States, Local Government and Non - Profit Organizations." If the above amounts are not met by one single funding agency, but rather any combination of funding agencies, then the appropriate reports shall be sent to the Office of the State Auditor and to the DEPARTMENT. Also, a corrective action plan for any audit findings and recommendations must be submitted along with the audit report or within the period specified by the applicable OMB Circular or Memorandum. 14. The DEPARTMENT may, from time to time, request changes in the scope of the services of the CONTRACTOR to be performed under this agreement. Such changes, including any increase or decrease in the amount of the CONTRACTOR'S compensation, which are mutually agreed upon by and between the CONTRACTOR and the DEPARTMENT, shall be incorporated in written amendments to this contract. 15. Any information, data, instruments, documents studies or reports given to or prepared or assembled by the CONTRACTOR under this agreement may be published by the CONTRACTOR or its employees, or distributed by the CONTRACTOR to any other individual or organization. Prior to entering into an agreement to publish, or prior to 3 of 5 CONTRACT NO. D06024 publishing, the CONTRACTOR or its employees shall give the DEPARTMENT a reasonable opportunity to review any such proposed publication solely for the purpose of determining if the DEPARTMENT wishes to be given credit for its funding role in the preparation of any such information, data, instruments, documents, studies, or reports. If the DEPARTMENT determines that it wishes to be given credit, then CONTRACTOR shall take all necessary steps to assure that credit is given by the publisher. Otherwise, the CONTRACTOR may proceed to enter into any agreement to publish, or may publish, but shall not acknowledge any participation by the DEPARTMENT. 16. The CONTRACTOR shall ensure that all publications produced as a result of this contract are printed double -sided on recycled paper. 17. Upon the entering of a judgment of bankruptcy or insolvency by or against the CONTRACTOR, the DEPARTMENT may terminate this agreement for cause. 18. Neither party shall be deemed to be in default of its obligations hereunder if and so long as it is prevented from performing such obligations by any act of war, hostile foreign action, nuclear explosion, riot, strikes, civil insurrection, earthquake, hurricane, tornado, or other catastrophic natural event or act of God. 19. The CONTRACTOR shall not assign or transfer any interest in this agreement. 20. No reports, maps or other documents produced in whole or in .part under this agreement shall be the subject of an application for copyright by or on behalf of the CONTRACTOR. 21. The place of this contract, its situs and forum, shall be Wake County, North Carolina, where all matters, whether sounding In contract or tort, relating to its validity, construction, interpretation and enforcement shall be determined. 22. The State Auditor shall have access to persons and records as a result of all contracts and grants entered into by State agencies or political subdivisions in accordance with General Statute 147 -64.7. The Contractor shall retain all records for a period of three years following completion of the contract or until any audits begun during this period are completed and findings resolved, whichever is later. 23. The CONTRACTOR agrees that he shall be responsible for the proper custody and care of any State owned property furnished him for use in connection with the performance of his contract and will reimburse the State for its loss or damage. 24. Jeff Jurek is designated as the Contract Administrator (project administrator) for the State. However, any changes in the scope of the contract which will increase or decrease the CONTRACTOR'S compensation shall not be effective until they have been approved by the DEPARTMENT Head or Authorized Agent. 4 of 5 CONTRACT NO. D06024 IN WITNESS WHEREOF, the CONTRACTOR and the DEPARTMENT have executed this agreement in four originals, one (1) of which is retained by the CONTRACTOR and three (3) of which are retained by the DEPARTMENT, the day and year first above written. TOWN OF RIVER BEND John R. Kirkland Typed Name Mayor Title WITNESS: 1 Si nature Approved as to Form: Attorney General of North Carolina NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES lliam G. Ross, Jr., Secretary Director/Division of Purchase & Services By /D6pAr-MMrHeadVSjgnature or Authorized Agent WITNESS: a ,Q Q. ignature "' ORIGINAL 5of5 SCOPE OF WORK 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 Trent River Drainage area, which includes the Town of RIVER BEND (TORB). 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 scope of work (SOW) will be used to develop a Memorandum of Agreement (MOA) between EEP and TORB for a Stonmwater BMP to be located on property owned by TORB. B. Background The purpose of this SOW is to define and set forth the responsibilities of TORB and EEP for the 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. Maintenance of the Stormwater BMP to ensure proper function will be the responsibility of TORB and no monies will be paid to TORB. The Stormwater BMP will be constructed on a parcel of land located near the intersection of Plantation Drive and Shoreline Drive in River Bend, Craven County, North Carolina. The project site is identified as PIN # 8- 201 -040 in the Craven County Register of Deeds. The Project is intended to enhance water quality within the Trent River Drainage Area (Cataloging Unit # 03020204, Hydrologic Unit 03020204010100) 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 RIVER BEND PROJECT STATEMENT, a copy of which is attached hereto as ATTACHMENT 1. It is anticipated that the Stormwater Wetland BMP will reduce Total Nitrogen discharges from the 115 acre sub - watershed by approximately 40%, or 194 pounds per year, and Total Phosphorous discharges by approximately 35 %, or 26 pounds per year. C. Scope of Work Tasks and Responsibilities for TOWN OF RIVER BEND The Project is located entirely on property owned by and within the jurisdiction of TORB. The primary responsibilities of TORB during and after construction of the Project will be: ATTACHMENT 1. To work cooperatively to develop and implement a design plan that is agreeable to both entities. 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. 2. To provide a designated contact person from TORB to coordinate and review all aspects of the Project with EEP and its contractors or consultants. TORB will respond in writing to any Project approval request within thirty (30) days frow. the date of request. If TORB fails to respond within thirty (30) days of the request, the request will be deemed approved by the TORB. 3. To provide and ensure that EEP, its contractors and its consultants will be allowed reasonable access to the Stormwater 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. TORB 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 least every two months to review and assess the Project's plans and progress. 6 TORB will submit a Stormwater BMP maintenance and inspection report to EEP every two (2) years for a period of thirty (30) years at no cost to EEP. TORB will maintain the Storinwater BMP to ensure functionality for a period of 30- �v years at no cost to EEP. Tasks and Responsibilities for Ecosystem Enhancement Program The primary responsibilities of EEP during and after this project will be: 1. To work cooperatively to develop and implement a design plan that is agreeable to both entities. 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. 2. To design and construct the stormwater BMP at no cost to TORB. 3. To consult with TORB's designated contact person and/or Public Information Officer and staff prior to issuing news releases relating to the Project. ATTACHMENT Lsr 4. To meet with TORB staff to review and assess the project's progress, as specified in Section 3, item No. 5 of this SOW. A minimum of four (4) meetings will be held with TORB 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 Agreement The Project shall commence 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. TORB agrees to maintain the constructed Stormwater BMP site for a 30 -year period and submit site maintenance and inspection reports to EEP every two (2) years for a period of thirty (30) years following completion of the construction phase of the project. E. Limitations 1. The MOA will not transfer the ownership of the land or the management and maintenance responsibilities for the Project from TORB to EEP. All provisions of the MOA will be consistent with such understanding. 2. If either party fails to perform or comply with any condition of the 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 the 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. 3. The failure of either party to insist on strict performance of any condition of the MOA shall not be construed as a waiver of the right to insist on the performance of that condition in any other instance. 4. The 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. ATTACHMENT 1 ATfACHWEM" RIVER BEND PROJECT STATEMENT Site Location River Basin: Neuse CU: 03020204 14 -digit HU: 03020204010100 County: Craven Municipality: River Bend Receiving Water: Unnamed tributary to the Trent River, 27- 101 -(31); 030411 DWQ Classification *of Receiving Water: Trent - SB Sw NSW Use Support Rating for Receiving Water: Trent - FS (See attached site location map, Figure 1) Watershed Description Drainage Area: 115 acres Soils: Mostly Conetoe; Some Tarboro, Goldsboro, Udorthents, Masontown Land Use: Primarily 1/z acre residential, with some golf course and commercial areas Average Watershed Slope: 1.5% Pre -BMP Nutrient Loading Estimate: TN- 4841b /yr, TP- 751b /yr (See attached watershed view, Figure 2) Site Description Current Property Owners: Town of River Bend Owners Willing to Cooperate: Yes Land Area Available: 0.8 acres Accessibility: Accessible from Plantation Dr. Site Constraints: There is a 6 inch water line running through the middle of the available area, 5 -6 feet deep (See attached site layout, Figure 3) v a 1/2 BMP Recommendation Type of BLIP Recommended: Stonmwater treatment wetland Approximate BLIP Surface Area: % acre Permits Required: None expected (note: existing BMP being altered, drains to tidal water) Post -BMP Nutrient Export Estimate: '1 N- 291 lb /yr (40% reduction), TP- 49 lb /yr (35% reduction) Project Notes: This site was selected because it will treat a large, fully developed watershed. There is currently an undersized, under - performing BMP at the site that can be expanded and modified for improved water quality benefit to the receiving water. The current property owner (Town of River Bend) is strongly supportive of the project. A stormwater treatment wetland would work well in the area because of a consistent water source from the large watershed. The visual appeal of a wetland is a significant benefit as the site is heavily trafficked. The BMP could likely fit on one side of the existing water line crossing the site, but it could easily expand to another cell on the other side of the line since the line is so deep. NCSU strongly recommends this site. It is a rare opportunity to find a location in the Neuse River Basin that can treat 115 acres at such a low cost, with property owner cooperation. 2/2 pT)F created with FinePrint pdfFactory Pro trial version hftg)://www.pdffacL.,Y.cOm A 1 f ,AC lMEN ^. —k=----tea Figure 2. Watershed View 44 a� 4 IV N Watershed Size -115 acres A 1 inch = 500 feet Content - Mostly 1/2 acre residential, some golf course, commercial PDF created with FinePrint odfFactory Pro trial version httn- / /www.ndffartnry rnm Figure 3. Site Layout PDF created with FinePrint pdfFactory Pro trial version htta: //www.ydffactory.com