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HomeMy WebLinkAbout20090476 Ver 1_More Info Received_20090529t? • TEI? INC. "The Natural Selection" 1 2 2 5 G a t e h o u s e D r i v e C a r e N C 2 7 5 1 1 U S A May 30, 2009 00? _ U V? 7 4 NCDENR - DIVISION OF WATER QUALITY Mr. Ian McMillan 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604 RE: CAMBRIDGE VILLAGE INDEPENDENT LIVING ELDERLY APARTMENTS Wake County, North Carolina Ecotek Project No. 09-08A Dear Mr. McMillian: On behalf Apex Independent Living, LLC, we hereby resubmit the following documentation required by General Water Quality Certification #3631 for activities associated with the disturbance of 0.10-acre of jurisdictional wetland and 0.04-acre of riparian buffer. The contents of this resubmittal serve as the predischarge notification and contain the following documentation, as agreed upon at our meetings on May 21 and May 26, 2009: 1. A revised copy of the Proposed Impacts Inventory & Impact Justification and Mitigation sections from the Preconstruction Notification Form, Version 1.3, dated Dec. 10, 2008. 2. A detail of the Level Spreader, taken from the North Carolina Division of Water Quality - Stormwater Best Management Practices Manual, dated July 2007. 3. Signed and notarized Operations & Maintenance Agreements for the Wet Detention Basin, Bioretention Area and Level Spreader onsite. 4. A revised preliminary site plan showing the reconfigured roadway/retaining wall, areas of impact and stormwater management structures onsite. We trust this documentation addresses your concerns regarding the proposed activities of this project, and look forward to authorization at your earliest convenience. Sincerely, Mark Vosberg President, Wetland Scientist Encl. Cc: Mr. Jamie Shem / US Army Corps of Engineers; Mr. Buddy Player / Miller Player & Assoc. ecotekinc@bellsouth.net (919)388-1624 C. Proposed Impacts Inventory 1. Impacts Summary h sections were completed below for your project (check all that apply): la. Z etlands ? Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) TemMrary (T) W1 P El T Fill Non-Riparian Yes ? No Corps ? DWQ 0.10 W2 ? P ? T ? Yes ? Corps ? No ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland Impacts 0.10 2h. Comments: Low quality non-riparian and linear wetland areas dominated by secondary growth Sweetgum (L. styraciflua) and Red maple (A. rubrum). 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact 3b. Type of impact 3c. Stream name 3d. Perennial 3e. Type of jurisdiction 3f. Average 3g. Impact number - Permanent (P) or (PER) or intermittent (Corps - 404, 10 stream length Temporary (T) (INT)? DWQ - non-404, other) width (feet) (linear feet) S1 ? P ? T ? PER ? Corps ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER [:1 Corps ? INT ? DWQ 3h. Total stream and tributary Impacts N/A .n. vW§11111cUlA. Page 4 of 4 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individual) list all open water im acts below. 4a. Open water impact number - Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID b 5b. Proposed use or purpose 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) num er of pond Flooded Filled Excavated Flooded Filled Excavated Flooded 5f. Total I 5g. Comments: GL 1. J?? L:..L L • .,...... ?. ,..4......y11 llucau., Nclllpit lcyuneur ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill ou ection D of this form. 6a. Project is in which protected basin? 14Neuse ? Catawba ? Tar-Pamlico ? Randleman ? Other: 6b 6c 6d . Bufmpact ner- Permt (P) or Tam; . Reason for im act . Stream name 6e. Buffer miti at ion r ired? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 ? T Gs)-V UT to Middle Creek Yes E] No Al/Ar 7 ?( . z B2 ?P?T ?Yes [] No B3 ?P?T ?Yes ? NO 6h. Total buffer impacts 6i. Comments: )";,J +4W #,)zm s4tr-? tom- .( A-T- , .1, 0 R*rro Page 5 of 5 D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. At the recommendation of Division of Water Quality staff, a conceptual site plan demonstrating avoidance and minimization of impact was resubmitted and approved on May 26, 2009. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The Contractor will follow standards and recommendations in accordance with the most recent NC Sedimentation Control Commission Erosion and Sediment Control Planning and Design Manual; and all construction will comply with the requirements set forth in the NC EPA's new construction site activities National Pollutant Discharge Elimination System , Phase 11 stormwater permit. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for Yes ? No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): DWQ ? Corps Fc. yes, w hich mitigation option will be used for this Mitig ation bank oject? ? Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete ff Using a Mitigation Bank 3a. Name of Mitigation Bank: r nur rs?...?.. ./.-.,.,.. _ . J7. . 3b. Credits Purchased (attach receipt and letter) Type Buffer Quantity 3c. Comments: A, Rr_cc4rpj--*Z 7gr. rt&*Acm oft- u?3 A IlJuc /3r r9nr?1 arK ?.?G /a?a?.( /- WAAk_? 4. Complete If Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Acceptance letter from NC EEP will be forthcoming 5. Complete If Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 6 PCN Form - Version 1.3 December 10, 2008 Version Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potential problem: How I will remediate the problem: The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the Swale sediment off-site. The pipe is cracked or Replace the pipe. otherwise damaged. Erosion is occurring in the Regrade the swale if necessary to swale. smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. The forebay Sediment has accumulated to Search for the source of the a depth greater than the sediment and remedy the problem if original design depth for possible. Remove the sediment and sediment storage. dispose of it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying. The vegetated shelf Best professional practices Prune according to best professional show that pruning is needed practices to maintain optimal plant health. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if a soil test indicates it is necessary. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying. The main treatment area Sediment has accumulated to Search for the source of the a depth greater than the sediment and remedy the problem if original design sediment possible. Remove the sediment and storage depth. dispose of it in a location where it will not cause impacts to streams or the BMP. Algal growth covers over Consult a professional to remove 50% of the area. and control the algal growth. Cattails, phragmites or other Remove the plants by wiping them invasive plants cover 50% of with pesticide (do not spray). the basin surface. Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potential problem: How I will remediate the problem: The embankment Shrubs have started to grow Remove shrubs immediately. on the embankment. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. A tree has started to grow on Consult a dam safety specialist to the embankment. remove the tree. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site. The outlet device is damaged Repair or replace the outlet device. The receiving water Erosion or other signs of Contact the local NC Division of damage have occurred at the Water Quality Regional Office, or outlet. the 401 Oversight Unit at 919-733- 1786. The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads 5.5 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 4.5 feet in the forebay, the sediment shall be removed. BASIN DIAGRAM ill in the blanks) Sediment Removal Bottom El V Permanent Pool Elevation 448.50 444 Pe manen Pool ------------------Volume Sediment Removal Elevation 443 Volume 443 -ft Min. ------------------------------ ------------ ------ Sediment Bottom Elevation 442 1-ft n. Storage Sediment FOREBAY MAIN POND Storage Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4 Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:Cambrid eg Village of Apex BMP drainage area number:I Print name:Kendall Oliver Title: Developer/Owner Address:6736 Falls of Neuse, Suite 220 Raleigh, NC 27615 Phone: Signatt Date: Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. I, J EALIJ , a Notary Public for the State of 0 ( ?? ?? t nh , County of ?)A , do hereby certify that personally appeared before me this day of and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, *?t6 Et ; ?fil 114 f! ?;••r,??A[?Y •°?' °. PUBOC ??F•C 0l iA '0 ?lPe i 1??1?' enrQ 'E?tr?o SEAL My commission expires ) _ I I ?'O I I Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4 Permit Number: (to he provided hY DGVO) Drainage Area Number: Bioretention Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important operation and maintenance procedures: - Immediately after the bioretention cell is established, the plants will be watered twice weekly if needed until the plants become established (commonly six weeks). - Snow, mulch or any other material will NEVER be piled on the surface of the bioretention cell. - Heavy equipment will NEVER be driven over the bioretention cell. - Special care will be taken to prevent sediment from entering the bioretention cell. - Once a year, a soil test of the soil media will be conducted. After the bioretention cell is established, I will inspect it once a month and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problems: How I will remediate the problem: The entire BMP Trash/debris is resent. Remove the trash/debris. The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to bioretention cell erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. The inlet device: pipe, The pipe is clogged (if _ Unclog the pipe. Dispose of the stone verge or Swale applicable). sediment off-site. The pipe is cracked or Replace the pipe. otherwise damaged (if applicable). Erosion is occurring in the Regrade the swale if necessary to swale (if applicable). smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. Stone verge is clogged or Remove sediment and clogged covered in sediment (if stone and replace with clean stone. a plicable). Form SW401-Bioretention O&M-Rev.3 Page 1 of 4 BMP element: The pretreatment area The bioretention cell: vegetation The bioretention cell: soils and mulch Potential problems: Flow is bypassing pretreatment area and/or gullies have formed. Sediment has accumulated to a depth greater than three inches. Erosion has occurred. Weeds are present. Best professional practices show that pruning is needed to maintain optimal plant health. Plants are dead, diseased or dying. Tree stakes/ wires are present six months after planting. Mulch is breaking down or has floated away. Soils and/or mulch are clogged with sediment. An annual soil test shows that pH has dropped or heavy metals have accumulated in the soil media. How I will remediate the problem: Regrade if necessary to route all flow to the pretreatment area. Restabilize the area after grading. Search for the source of the sediment and remedy the problem if possible. Remove the sediment and restabilize the pretreatment area. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Remove the weeds, preferably by hand. Prune according to best professional practices. Determine the source of the problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if a soil test indicates it is necessary. Remove tree stake/ wires (which can kill the tree if not removed). Spot mulch if there are only random void areas. Replace whole mulch layer if necessary. Remove the remaining much and replace with triple shredded hard wood mulch at a maximum depth of three inches. Determine the extent of the clogging - remove and replace either just the top layers or the entire media as needed. Dispose of the spoil in an appropriate off-site location. Use triple shredded hard wood mulch at a maximum depth of three inches. Search for the source of the sediment and remedy the problem if possible. Dolomitic lime shall be applied as recommended per the soil test and toxic soils shall be removed, disposed of properly and replaced with new planting media. Form SW401-Bioretention O&M-Rev.3 Page 2 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: Wet Detention Basin Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one): ® does ? does not This system (check one): ? does ® does not incorporate a vegetated filter at the outlet. incorporate pretreatment other than a forebay. Important maintenance procedures: - Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if needed, until the plants become established (commonly six weeks). - No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf. - Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin. - If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to the maximum extent practical. - Once a year, a dam safety expert should inspect the embankment. After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a known set location and must be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will rernediate the problem: The entire BMP Trash/debris is resent. Remove the trash/debris. The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to detention basin erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. Vegetation is too short or too Maintain vegetation at a height of long. approximately six inches. Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes L No fib. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) 6f. Total buffer mitigation required: l 3. 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 7 BMP element: Potential problem: How I will remediate the problem: The swale and the level The swale is clogged with Remove the sediment and dispose lip sediment. of it off-site. The level lip is cracked, Repair or replace lip. settled, undercut, eroded or otherwise damaged. There is erosion around the Regrade the soil to create a berm end of the level spreader that that is higher than the level lip, and shows stormwater has then plant a ground cover and bypassed it. water until it is established. Provide lime and a one-time fertilizer application. Trees or shrubs have begun Remove them. to grow on the swale or just downslo e of the level lip. The bypass channel Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then reestablish proper erosion control. Turf reinforcement is Study the site to see if a larger damaged or ripap is rolling bypass channel is needed (enlarge if downhill. necessary). After this, reestablish the erosion control material. The filter strip Grass is too short or too long Maintain grass at a height of (if applicable). approximately three to six inches. Areas of bare soil and/or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. Sediment is building up on Remove the sediment and the filter strip. restabilize the soil with vegetation if necessary. Provide lime and a one- time fertilizer application. Plants are desiccated. Provide additional irrigation and fertilizer as needed. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application. Nuisance vegetation is Remove vegetation by hand if choking out desirable species. possible. If pesticide is used, do not allow it to get into the receiving water. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality local Regional Office, or the outlet. 401 Oversight Unit at 919-733-1786. Form SWU40l-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3 BMP element: Potential problems: How I will remediate the problem: The underdrain system Clogging has occurred. Wash out the underdrain system. (if applicable) The drop inlet Clogging has occurred. Clean out the drop inlet. Dispose of the sediment off-site. The drop inlet is damaged Repair or replace the drop inlet. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality 401 Oversight Unit at 919- outlet. 733-1786. Form SW401-Bioretention O&M-Rev.' ) Page 3 of 4 Permit Number: (to be provided by DYVQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:Cambridge Village of Apex BMP drainage area number:2 Print name:Kendall Oliver Title: Owner/Developer Address:6736 Falls of Neuse Rd, Suite 220 Raleigh nc 27615 Phone: 919-792-3750 Signa Date: PtA Y 2 ?, Zoyo Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. 11 ?01? S L, £ninr?Y(' , a Notary Public for the State of f-S .C • , County of 5o i4wST-o cJ , do hereby certify that © L C,-N personally appeared before me this 2- day of ?JA_q °I , and acknowledge the due execution of the forgoing bioretention maintenance requirements. Witness my hand and official seal, \\0o?,l 1?6??'y ???i NOTARY PUBLIC lilystON C trt?ni?? SEAL My commission expires r QQ, 1l (, 2013 Form SW40 I -Bioretention I&M-Rev. 2 Page 4 of 4 NCDENR Stormwater BMP Manual Chapter Revised 09-28-07 Figure 8-1: Plan View of a Level Spreader (adapted from Hathaway 2006) Filter Strip: Could be a riparian buffer, vegetated Flow Bypass filter strip or restored riparian buffer. Frc eceiving tream Reinforced Swale (necessary if level spreader is designed for the 1 in/hr storm) Length = 13' to 130' (parapet to contour lines) Figure 8-2: Profile View of a Level Spreader (adapted from, Hathaway 2006) Levd spreader Lip Lsyer of flow Path -r-.._ #57 Stone Riparian Winer or FEW Strip Channel -, 3 ft 1Nide Underdran - Sized i 5tnp of for Site Sod Filter Fal7m Condrbore - Dram Appropnately 5aed Into 13ypa5e 5wrale Concrete Footer Level Spreader 8-2 July 2007 Permit Number: (to be provided by D 9,Q) Drainage Area Number: Filter Strip, Restored Riparian Buffer and Level Spreader Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: - Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). - Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation - Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation. - Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC, 1993). Forested filter strips do not require this type of maintenance. - Once a year, the soil will be aerated if necessary. - Once a year, soil pH will be tested and lime will be added if necessary. After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will remediate the roblem: The entire filter strip Trash/ debris is present. Remove the trash/ debris. s stem The flow splitter device The flow splitter device is Unclog the conveyance and dispose (if applicable) clogged. of an sediment off-site. The flow splitter device is Make any necessary repairs or damaged. replace if damage is too large for repair. Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3 Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:Cambrid eg Village of Apex BMP drainage area number: Print name:Kendall Oliver Title:Owner/Development Address:6736 Falls of Neuse Rd, Suite 220, Raleigh NC 27615 Phone: 919-792-3750 Signature: Date: A__y 243 1001 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. 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