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Home My WebLink About20081389 Ver 1_More Info Received_20081009 -08-13M Mitchell Environmental, P.A. October 8, 2008 Ms. Cyndi Karoly DWQ - 401 WQC Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, North Carolina 27604 Re: Kings Mill Subdivision (Johnston Counts' - Neuse River Basin) DWQ Project # 08-1389 Request for more information Dear Ms. Karoly: Attached is the response to your request for additional information for Kings Mill subdivision. 1. The planting plan with all details requested. 2. A copy section IX of the application. 3. The inventory of impervious surfaces on the site. Included are the BMP worksheets for each level spreader and all supporting calculations. Also included are level spreader designs, site photos, the O & M agreement, and full sized maps of the drainage areas. Thank you and feel free to contact Scott Mitchell or myself if you have any further questions or concerns. Sincerely. Robin Eddy i 9 2008 DENR - vr, 4u?. ; ; WETLANDS AND STORMIVATER is ANCH PO Box 341 Fugzrar-L'arina, :'Forth Carolina 27526 Office: 919-557-4682 Fair: 919-.5.57-4683 SEEDING SCHEDULE For Kings Mill Subdivision - Wetland Restoration Permanent seeding - Shoulders, Side ditches, slopes (max 3:1) Date Type Planting Rate Aug. 15 - Nov 1 Tall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre Nov. 1- Mar. 1 Fall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre And Abruzzi Rye *(nurse crop) 25 Lbs/Acre Mar. 1- Apr. 15 Tall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre Apr 15 -Jun. 30 Hulled Common Bermudagrass (Cynodon dactylon (L.) Pers) (FACU) 15 Lbs/Acre Permanent Seeding - Slopes (3:1 to 2:1) Date Type Planting Rate Aug. 15 - Nov. 1 Tall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre And Sericea lespedeza (unhulled, unscarified) 60 to 70 Lbs/Acre Nov. 1- Mar. 1 Tall fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre And Cericea lespedeza (unhulled, unscarified) 60 - 70 Lbs/Acre And Abruzzi Rye 25 Lbs/Acre Mar. 1-June 1 Tall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre And Sericea lespedeza (scarified) 40 to 50 Lbs/Acre Mar. 15 -June 30 Weeping Lovegrass (Eragrostis curvula) 10 Lbs/Acre And Scricea lespedeza (scarified) 40 to 50 Lbs/Acre Mar. 15 -June 30 Hulled Common Bermudagrass (Cynodon dactylon (L.) Pers) (FACU) 15 Lbs/Acre And Sericea Lespedeza (scarified) 40 to 50 Lbs/Acre Temporary Seeding Date Type Planting Rate Jan. 1- May 1 Rye (grain) 120 Lbs/Acre June 1- Sept. 1 Tall Fescue (Schedonorus phoenix) (FAC -) 200 Lbs/Acre And browntop millet *(nurse crop) 35 Lbs/Acre Or Sorghum - sudan Hybrids *(nurse crop) 30 Lbs/Acre Aug. 15 - Dec. 30 Rye (grain) 120 Lbs/Acre Consult conversation engineer or soil conservation service for additional information concerning other alternatives for vegetation of denudes areas. The above vegetation rates are those which do well under local conditions; other seeding rate combinations are possible. *Nurse crop/temporary - reseed according to optimum season for desired permanent vegetation. Do not allows temporary cover to grow over 12" in height before mowing, otherwise fescue may be shaded out. Page 1 of 2 Seedbed Preparations: 1. Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions, if available. 2. Rip the entire area to sex inches deep 3. Remove all loose rock, roots and other obstructions leaving surface reasonably smooth and uniform 4. Apply agriculture lime, fertilizer a dauperphosphate uniformly and mix with soil (see mixture). 5. Continue tillage until a well -pulverized, firm reasonable uniform seedbed is prepared four to six inches deep. 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. 7. Mulch immediately after seeding and anchor mulch. 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible. if stand should be over 60% damaged, re-establish following the original lime, fertilizer and seeding rates. 9. Consult EFS environmental engineers on maintenance treatment and fertilization after permanent cover is established. *Apply: Agricultural Limestone - 2 tons/acre Fertilizer-10-10-10 Analysis @ 900 Ibs/acre Superphosphate - 500 Ibs/acre of 20% analysis Mulch - 2 tons (+/- 80 Bales) straw/acre Anchor - use liquid asphalt @ 400 gals/acre or emulsified asphalt @ 300 gals/acre Permanent wetland seed mix Redtop (Agrosta alba) - 5% Sedge (Carex stricta) -15% Deer Tongue (Panicum clandestinum) - 25% Switchgrass (Panicum virgatum) - 25% Browntop Millet (Pennisetum glaucum) - 30% All disturbed wetland areas to be seeded according to this table at a rate of 10 Ibs/acre. All seeding material may be sourced from Mellow Marsh Farms Inc. Siler City, North Carolina c/o Joanie McLean or another appropriate local distributor. Page 2 of 2 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): None Amount of buffer mitigation requested (square feet): None Amount of Riparian wetland mitigation requested (acres): None Amount of Non-riparian wetland mitigation requested (acres): None Amount of Coastal wetland mitigation requested (acres): None Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No Page 11 of 13 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* I Impact I Multiplier I Required 1 0 3 (2 for Catawba) - 2 0 1.5 - Total 0 - * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. No Mitigation proposed. X. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. This is a county subdivision with individual onsite septic. This will ensure low impervious surface over the site. XI. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The subdivision will utilize individual onsite septic for each lot. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ® No ? XII. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development which could impact nearby downstream water quality? Yes ? No Page 12 of 13 AMA NCDENR o??F W A7F9'q Y r o STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be completely filled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I I. PROJECT INFORMATION Project name Kingsmill S/D Contact name Crowley, Crisp & Associates, Inc. c/o Michael Leggett Phone number 919-562-8860-x28 Date October 6, 2008 Drainage area number 1 II. DESIGN INFORMATION For Level Spreaders Receiving Flow From a BMP Type of BMP Drawdown flow from the BMP cis For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 inlhr storm Time of concentration Rainfall intensity, 10-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Discharge? To a grassed bioretention cell? To a mulched bioretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify) Filter Strip or Riparian Buffer Characterization (if applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level lip Elevation at top of bank of the receiving water Slope (from level lip to to top of bank) Are any draws present? Level Spreader Design Forebay surface area Feet of level lip needed per cfs Answer "Y" to one of the following: Length based on the 1 in/hr storm? Length based on the 10-yr storm? Length based on the BMP discharge rate? Design flow Is a bypass device provided? 120,312.72 ft' 39,273.69 ftz 32.64 % 0.55 1.52 cfs 5.00 min 7.2 in/hr 10.94 cfs N (Y or N) N (Y or N) N (Y or N) Y (Y or N) Please complete filter strip characterization below. Riparian Buffer OK OK 50.00 ft 0.00 ft 50.00 ft 100.00 ft 141.00 fmsl 139.00 fmsl 2.00 % N (Y or N) 80.00 sq ft OK 39 ftlcfs OK Y (Y or N) N (Y or N) N (Y or N) 2.09 cfs Y (Y or N) Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I, and II. Design Summary, page 1 of 2 Length of the level lip Are level spreaders in series? Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Dimensions of the channel (see diagram below): M B W y Peak velocity in the channel during the 10-yr storm Channel lining material 95.00 it Level spreader length OK. N (Y or N) (Y or N) N (Y or N) Redesign channel to enter stream at an angle. 1.00 ft 8.00 ft 0.58 ft 5.96 cfs C-350 ? W 1 t y 1 i --------- ---------- ? M M 1 B 1 Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts 1. and II. Design Summary, page 2 of 2 ?? OF 1N ATFR pal` ? 9G O ? WDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be completely filled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)! I. PROJECT INFORMATION Project name Kingsmill S/D Contact name Crowley, Crisp & Associates, Inc. c/o Michael Leggett Phone number 919-562-8860-x28 Date October 6, 2008 Drainage area number 2 II. DESIGN INFORMATION For Level Spreaders Receiving Flow From a BMP Type of BMP Drawdown flow from the BMP cfs For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 in/hr storm Time of concentration Rainfall intensity, 10-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Discharge ? To a grassed bioretention cell? To a mulched bioretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify) Filter Strip or Riparian Buffer Characterization (if applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level lip Elevation at top of bank of the receiving water Slope (from level lip to to top of bank) Are any draws present? Level Spreader Design Forebay surface area Feet of level lip needed per cis Answer "Y" to one of the following: Length based on the 1 in/hr storm? Length based on the 10-yr storm? Length based on the BMP discharge rate? Design flow Is a bypass device provided? 146,126.38 ft2 16,535.38 ft 11.32 % U.-50 1.27 cis 5.00 min 7.2 in/hr 9.18 cfs N (Y or N) N (Y or N) N (Y or N) Y (Y or N) Please complete filter strip characterization below. Kipanan munef 70.00 ft 0.00 ft 0.00 ft 70.00 ft 139.00 fmsl 138.00 fmsl 1.43 % OK N (Y or N) OK 40.00 sq ft OK 13 ft/cfs Y (Y or N) N (Y or N) N (Y or N) 2.09 cfs Y (Y or N) OK Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2 Length of the level lip Are level spreaders in series? Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Dimensions of the channel (see diagram below): M B W y Peak velocity in the channel during the 10-yr storm Channel lining material 20.00 ft Level spreader length OK. N (Y or N) (Y or N) N (Y or N) Redesign channel to enter stream at an angle. 4.00 ft 1.00 ft 8.00 ft 0.55 ft 5.14 cis C-350 ? w t y 1 i --------- ----------? M M 4 B 1 Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2 m OF WATER > LJW?J? WDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT This form must be completely filled out, printed and submitted. DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)! 1. PROJECT INFORMATION Project name Kingsmill S/D Contact name Crowley, Crisp & Associates, Inc. Go Michael Leggett Phone number 919-562-8860-x28 Date Drainage area number October 6, 2008 II. DESIGN INFORMATION For Level Spreaders Receiving Flow From a BMP Type of BMP Drawdown flow from the BMP cfs For Level Spreaders Receiving Flow from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 in/hr storm Time of concentration Rainfall intensity, 1 0-yr storm Peak flow from the 10-yr storm Where Does the Level Spreader Discharge? To a grassed bioretention cell? To a mulched bioretention cell? To a wetland? To a filter strip or riparian buffer? Other (specify) Filter Strip or Riparian Buffer Characterization (if applicable) Width of grass Width of dense ground cover Width of wooded vegetation Total width Elevation at downslope base of level lip Elevation at top of bank of the receiving water Slope (from level lip to to top of bank) Are any draws present? Level Spreader Design Forebay surface area Feet of level lip needed per cis Answer "Y" to one of the following: Length based on the 1 in/hr storm? Length based on the 10-yr storm? Length based on the BMP discharge rate? Design flow Is a bypass device provided? 179,075.16 ft2 40,092.62 fe 22.39 % 0.46 1.89 cfs 5.00 min 7.2 in/hr 13.62 cis N (Y or N) N (Y or N) N (Y or N) Y (Y or N) Please complete filter strip characterization below. Filter Strip 0.00 ft 140.00 ft 0.00 ft 140.00 ft 145.00 fmsl 138.00 fmsl 5.00 % OK N (Y or N) OK 82.00 sq ft OK 13 ft/cfs Y (Y or N) N (Y or N) N (Y or N) 2.09 cfs Y (Y or N) OK Form SW401-1-evel Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts 1. and ll. Design Summary, page 1 of 2 Length of the level lip Are level spreaders in series? Bypass Channel Design (if applicable) Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Dimensions of the channel (see diagram below): M B W y Peak velocity in the channel during the 10-yr storm Channel lining material 28.00 ft Level spreader length OK. N (Y or N) Uknown (Y or N) N (Y or N) Redesign channel to enter stream at an angle. -t.VV IL 1.00 ft 8.00 ft 0.62 ft 13.75 cfs C-350 ? V W 1 1 t 1 1 1 M 1 i t M Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2 Ill. REQUIRED ITEMS CHECKLIST Please indicate the page or plan sheet numbers where the supporting documentation can be foundAn incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial belowlf a requirement has not been met, attach justification. Page/ Plan Initials Sheet No, _ i. Plans (1" - 50' or larger) of the entire site showing: Design at ultimate build-out, Off-site drainage (if applicable), Delineated drainage basins (include Rational C coefficient per basin), Forebay (if applicable), High flow bypass system, Maintenance access, Proposed drainage easement and public right of way (ROW), and Boundaries of drainage easement. 2. Plan details (1" = 30' or larger) for the level spreader showing: Forebay (if applicable), High flow bypass system, One foot topo lines between the level lip and top of stream bank, Proposed drainage easement, and Design at ultimate build-out. 3. Section view of the level spreader (1" = 20' or larger) showing: Underdrain system (if applicable), Level lip, Upslope channel, and Downslope filter fabric. 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present. 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire: drainage area is stabilized. _ _,. ,- 6. The supporting calculations. -v _ 7. A copy of the signed and notarized operation and maintenance (0&M) agreement. 8. A copy of the deed restrictions (if required). Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part ill, page 1 of 1 OCT-08-2008 ICED 03:46 PM me lamb nursey FAX NO, 9199942446 OCT 08,2008 12:51A MITCHELL ENVIRONMENTAL 5574683 PcnnilNumber. Ot) " 1WI ito he prrmidcd lhi: 03,0 Urn,nagt Area *?umber; / T Filter Strip, Restored Riparian Buffer and Level Spreader Operation and Maintenance Agreement 1 will keep a maintenance rf?v :a-d or, this MCI. This maintenance record will be 0p> in a log in a known act 10C Jtion. Any defident BMP elernents noted in the inspection will be, cxrrrfted, repaired or replaced immediately. These deficiencies (titan affmt the integrity of structures, safety of the public., and the removal efficiency of the BMP. Important maintenance prnce; urf,!;: Immediately after the felte:' strip is esuablisshed, any newly plaided vege.Uition will be watered twice weekly if needed anti) the plants become e,tahliched (comnx)nly six wc:ek?.). - Once a year, the filler strip will be reseeded to maintain a dense growth of Vegetation Stable groundcovor wil' bo rnointjrt :d jn thi, drainage area to ri'duce thc sediment load to the -.•ep ete tiun. Two to three times aye, r, grass; filter strips will he mowod and the clippings harvested to promote, the gri:)wth of thick t el;tatinn with optimum Pollutant removal efficiency. Turf grass should not 1*. c'ut shorter than .1 to S inches and may be allowed to grow as tall as 12 inches depending on aesthc& requirement, (NTT'C',1991). Forested filti?r strips do not require this type of maintenance. Once a year, the soil lvi;:l l:e aerated if necessary. - Once a year, Soil pH will be tested and lime will be added if necess fry. After the filler strip is established, it will be inspected quarterly and within 24 hours after cvcTy storm event greater than 1.0 inch (or 1.5 inches if in a Coastal Cuunty). Records of operation and maintenance will be 62pt in a known set location and will he available upon request. Inspection activities, shall be performed as follows. Any problems that are found shall be repaired iirunediately. BMP element. The entire filter strip "stern The flow spiitter device (if applicable) Trash j delvis is present. splitter device is cio?t;r?d. The flo"r splitter d?.virr. is darnag- J. How I will remvdiate the rnblcrra: Remove the trash/debris. Unclog; the conveyance anti dispose of any seciifnent off-site. ; Make.. any nc,?rssary repairs jr replace if damage is too large for repair. Form SWL140 I -Level Spreader, Fitter Strip, Remtorcd Riparian BufferO&M-Rev.`s Nags I o1*3 P. 02 pane 2 OCT 00,2006 03:47r 91;09<244G pays: 07-08-2008 WED 03:47 PM me lamb nursey FAX NO, 9198942446 OCT 08,2008 12:51A MITCHELL ENVIRONMINT_kL 5574683 , Lamp element; Putential problem: _ The swa(e and the level I The Swale is clogged with i lip sediment. 'rhe bypass channel The filter strip ,The receiving water Thy level lip is cracker!, seltlt:t'l, turdercut, eroded or (otltettaue damaged. There 6 rrosion around the end of the lori-.l spreader that shows stormwater has bypassed it, Troc-j or shrubn have L•rgun to moor on the Swale or just downslo c of the level h . blow i will rennediate the problen Remove the sediment and dispose of it off-site. Repdjr or replaco lip. !degrade the soil to create a berm ' that is higher than the level lip, and then plant a grou nd cover and water until. it is vstablished. Provide lime and a one..; tnr fertilizer _ application. Remove them. ?I Areas of barn :wil and/or Regrade the soil if necessary to eft) ivt; guliias have Sormetl. remove the gttUy, anti then rt establi.sh rof ?r erosion control, Turf reinrurcvment ix Study the site to see if a larger dal-nared or ripap is rollinr bypass channel is needed (anlar?av if j downhill. necessary). After this, reestablish i _ theerosion control material. Gras i,.i tun short or tun lrng _ Maintein grass it d height of approximidely three to six inches. Areas of bare soil and/ or Regrade the xvil if ne .essar)' to orosive gullk% have formed. I remove the gully, and then plant a frround cover and water until it iS ,,ctabli=shed. Provide lime and a i i carte tithe fertilizer aYpticatian. Sediment is building ttla on. Remove the sediment and r? the filter strip reshtbilize the 961 with vegetation if necessary. Provide lime anti a iitne hrtdizer a ligation. lrlant5 are desiccAted. Provide additional irrigation and fertilizer as needed. N.-ants am dead, diseased or Determine the source of thv dying• proWent: soils, hvdrolol,+y, disease. etc. Remedy the problem and replace plants. Provide a one-time. fertilizer application. Nuisanre vi-grtaIion is Remove vegetation by hand if _ t choking; out desirable species. passible. It pesticide is ueCd, do not ll i a ow t to get into the, rp? -iving waicr. _ Erosion or other signs of Contact The NC Division of Water damngo have occurred at the ' Quality local Regional Otfiee, or the outlet 401 Oversight Unit at 919-73.3-1786, Form SWU40I-Level Spreader, Filler titrip, Restored Riparisr. Bu1Ttx l)&M-ltcv.3 Pace 2 of 3 P. 03 page 3 OCT 08,2008 03;48P 919394244E page 3 OCT-08-2008 WED 03:47 PM me lamb nursey FAX NO. 9198942446 OCT 08,2008 12:52A MITCHELL EWIRONME'ITAL 5574583 t Pmnit tiumbcr: 60 - 1 ??1 /in be prnvidcd 1», I WO I acknowledge and agree by my sigt?ature belOW 111,111 aim responsible Iitr the perrormancc of the maintenance proet:durati listed above. t agree to notify PWQ of any problems with the System or prior to any changes to the system or responsible Marty. Project nurreXi-tgs Mill Subdija',.iota ---- ............ BUP druinag urea number.- 1, 2 &, 3 Print name1liunttan McL rr,h P. 04 page 4 Z ille: Address: 1b° Note* The legally responsible party should not be a homeowners amaciation noleg,c mart: than 50% of the lov5 have been snid ind a resident of (lie subdivisiva has been named the president. 1, ?-E?Cct,?r-?? tta?- , a Notary Public for tht. ;;tale of C '? t^c+. . coun7, of -?c?vyt,?? do herchy certify that personally appeared before me this RfLday of Qctf?, Le , app, ,and ackr,,,v,leut;e the clue cxecutictn of the --- forgoing filter strip, riparian t+ulf; r., ana/or :evcl :>preader maintenance ruc°uircmt nts. Witness my hand and official seal, SEAL My commission t;xpims, r?? v`Z o?ot Forni SWU401-Level 5prcadcr, Fitter strip? Ruatvred Riparian Raf crO&M-Kcv.3 page 3 of i OG11 05,2005 03:45P 7i 959421;46 page 4 Date: /d " b R R a ? cn cD 7 C 0- J M O Q Q N OO J In r c0 3 O 3 O n c6 3 -a > L (0 J - m Cl v a) of c N p (u N V ti O to ti co N .T fZ O N cy) C-4 N V ~ O CD OR ° CO N ? 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