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HomeMy WebLinkAbout20041427 Ver 1_COMPLETE FILE_20040827Michael F. Easley, Governor r William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality October 14, 2004 DWQ Project # 04-1427 Durham County Mr. Howard DeWitt Croasdale Village Retirement Community 2600 Croasdale Farms Parkway Durham, NC, 27705 Subject Property: Croasdale Village Retirement Community Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions Dear Mr. DeWitt: You have our approval, in accordance with the attached conditions and those listed below, to place a span from bank to bank across 40 feet of streams and to impact 4,200 ,$quare feet (ft2) of protected riparian buffers for the purpose of constructing a road crossing at the subject property, as described within your application dated August 19, 2004 and received by the N.C. Division of Water Quality (DWQ) on August 27, 2004, and in additional correspondence received September 24 and October 12, 2004. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non- discharge, and other applicable regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/ Internet: http://h2o.enr.state.nc.us/ncwetlands Nona Carolina N hmallry An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Mr. Howard DeWitt Page 2 of 4 October 14, 2004 The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved (Units) Plan Location or Reference Stream 40 (feet) PCN and other application materials 404/LAMA Wetlands (acres) Waters (acres) Buffers 4,200 (square ft.) PCN and other application materials 2. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for theVroject must be designed, installed, operated, and maintained in accordance with the mdst recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 3. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion - control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. Mr. Howard DeWitt Page 3 of 4 October 14, 2004 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 6. Deed Notifications Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as appropriate to suit to this project. 7. Diffuse Flow (DWQ Reviewed Plans) All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re-concentrate before disc?harging into the stream as identified within 15A NCAC 2B.0233(5) In an effort to comply with the diffuse flow provision of 'the Buffer Rule (15A NCAC 02B .0233(5)), you have provided the DWQ with level spreader designs dated October 6, 2004. The DWQ believes that if implemented, as per these plans, diffuse flow will be achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the DWQ shall be notified and corrective actions to restore diffuse flow shall be taken if necessary to impede the formation of erosion gullies. At no time shall stormwater from the proposed development be piped directly through the buffer without prior DWQ written authorization. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. Stormwater easements shall be recorded for a distance of at least 10 feet on each side of all stormwater conveyances and level spreaders on all lots containing these structures including future access for maintenance. The stormwater easements shall allow for the ability to maintain the structures, perform corrective actions as described above and shall provide protection of the structures from potential alternations by future property owners. 8. Impervious Surface Area and Stormwater Management Plan Requirements In your. overall site plan sealed on October 6, 2004 and in correspondence provided with that plan on October 12, 2004, you reported the build-out impervious surface area at the Croasdaile Village Retirement Community to be 26.08%. You should note that if the impervious area of the entire, built-out project is proposed to be expanded in the future to exceed 30%, a stormwater management plan (including a signed and notarized Operation and Maintenance Agreement) shall be required. The stormwater management plan would need to include worksheets, plans and specifications for stormwater management facilities that are appropriate for surface waters classified as Class C and designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management Practices Manual. These facilities would need to be Mr. Howard DeWitt Page 4 of 4 October 14, 2004 designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building within said expansion area is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the stormwater management plan (as approved by this Office) shall be implemented. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided inArticles 3 and 4 of G.S. 1501,. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Domey at 919-733-9646 or Bob Zarzecki at 919-733-9726. Sincerely, Alan W. Klimek, P.E. AWKlcbk Enclosures: GC 3404 Certificate of Completion cc: Todd O'Daniel, 3715 University Drive, Durham, NC, 27707 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files Filename: 041427Croasdaile(Durham)401+Buffer .rw .rwnwrw. Duane K.Stewarl' & ASSOCIATES, INC. Letter of Transmittal To: Cyndi Karoly From: Todd O'Daniel Company/Dept: NC DWQ Date: 10/7/2004 Project Name: Croaodaile Village Expansion Project #: 1191-01.10 ? Express ? Pick-up Fax # of Pages Fax # ® For Your Use ® As Requested For Review & Comment ? For Approval ? Please Reply Other: Item: Date Sets/Pages Level 5preader Design Calculations 10/7/04 1/4 5ite Plan 5heet 05-1 with Impervious Area Data 10/7/04 1/1 Pre & Post Development Impervious Area Maps 10/7/04 1/2 Grading Plan G-2 showing level 5preader near FE5-5 10/7/04 1/1 Barrett's Chapel Extension Plan & Profile 5heet PK-1 10/7/04 1/1 Detail 5heet DT-2 showing level spreader detail 10/7/04 1/1 Operational and Maintenance Agreement for Level 5preaders 1018104 1/1 Comments: Cyndi, The Pre & Post Impervious Area Maps are submitted to show that although we are discharging into the buffer at FE5-20, we are not increasing the impervious area to this point. The discharge into the buffer io necessary to replace the existing discharge point which conflicts with the Con/span bridge crossing. The other plan sheets are submitted to show information on the level spreaders. The level spreaders have been designed to facilitate only the "first flush" or 1" rainfall. Pleaoe let me know if you need anything else. D R/D 0 C T 121 2004 DENR - WATER QUALITY Duane K. Stewart & Associates, Inc. WETLANDS AND STORMWATER BRANCH Consulting Engineers 3715 University Drive, Durham NC 27707 (919) 490-2999 fax (919) 490-6165 www.dkso-tsi.com Duane K. Stewart & ASSOCIATES, INC. CONSULTING ENGINEERS Civil • Sanitary Environmental Planning • Design Survey Croasdaile Village Expansion Level Spreader Design iFo% ta. Site Location Between Croasdaile Farm Parkway and Hillandale Road Durham, North Carolina Prepared By Duane K. Stewart & Associates, Inc. 3715 University Drive Durham, North Carolina 27707 En ig neer William T. O'Daniel, P.E. DATE: October 7, 2004 3715 University Drive Durham, NC 27707 (919) 490-2999 fax (919) 490-6165 e-mail. info@dksa-tsi.com www.dkso-tsi.com Level Spreaders Outlet Structure # 1 in. Rain Fall CFS Grass or Wooded Level Spreader Length FES 5 2.7 Grass 35.1 FES 25 0.39 Grass 5.07 d rn a c O ¦? ttttLt? wi. 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C of = w C', w C7 CD CO CA CD s 0 O w M coq M N ? O CD O O CD C L .O v L O O O O O N A O O N N N 0 d- O ?- N ?- r M LO ? _ II O C O O O 6 O O O O . Cn L O Cn O ? CL V p M M M Cr 00 ? E X F O O O O C N O V O O O r O O C O C O O O. (q q i OR ° r*-: 0 0 0 0 0 0 G R tp V of M ? CD 1 - O O O O O E N N = L- V J O I, O M O LO O r-_ O O O O O O O LO N = _ O O O O O U) W II J N CO 1- LO Co LL to C O C F c LL C O 1; J W ?- N M d' U O LLJ N 1 d O J - N M d' Cn Z N N N rn E `o cp 0 a. Oct. 8. 2004 9:45AM Duane K. Stewart & Assoc. / No.0454 P. 2 LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT The level spreader system is used to diffuse flow from storm water outlets upstream of protected stream buffers. Maintenance activities shall be performed as follows: Level spreaders or other stnactures that provide diffuse flow shall be maintained every six months. All accumulated sediment and debris shall be removed from the structure, and a level elevation shall be maintained across the entire flow spreading structure- Any down gradient erosion must be repaired andfor replanted as necessary. I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any 17- 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. 1, L i ?) - K, z-AA e , a Notary Public for the State iv 6'1 T l? i 11 6 a /? County of , do hereby certify that 1I n Q personally appeared re me this 11?? -day of & JI DQY .7? 0(- , and acknowledge the due execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and official seal- ? 0W p D OCT 1 2 2004 DENR - WATER QUALITY WETLANDS AND STORMWATER BRANCH Page 1 of 2 11:46a Spangler Environmental 9195460757 SPANGLER ENVIRONMENTAL, INC. p.2 Land Planning September 8, 2004 Permitting, - Environmental Consulting - Construction Management - Expert Testimony Mr. John Dorney NC Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center Raleigh, North Carolina 27600-1650 RE: DWQ Project #04-1427 Croasdaile Farms Parkway Durham. County Dear John: This letter responds to your letter dated September 3, 2004 regarding the above-referenced project. 1 1. The project engineer is preparing the necessary design detail sheets for the bridge span. This is a high-ground to high- ground span, and no in-stream impacts are contemplated. Th?s technology was selected in an effort to minimize impacts, even though it is a more costly technology to construct Had a\culvert with energy dissipation have been placed in this location, in-stream length impacts would have exceeded 80 fee We will forward these span designs to you for review in the next few days. 2. According to the project engineer, the site plan submitted to your•oflice with the application includes a total 26% impervious cover. Therefore, condition No. 6 of GC 3404 does not apply. 3. The project engineer indicates that no drainage structures associated with the planned new development have been designed to discharge into the stream buffer or streams. All discharge points are through level spreaders, curb cuts, or energy dissipation outlet located outside of buffers. Durham is requiring a stormwater utility design plan in association with construction plan submittals, for their review. We will provide a copy of these plans for your files upon completion. We request that the statements made herein be made Additional Conditions of a 401 Certification so as to allow 401 certification approval processing to continue concurrently with construction plan preparation. 4. Thank you for clarifying that buffer mitigation is not necessary for the proposed impact. We hereby rescind the buffer mitigation proposal in the subject application. We believe that this addresses the requests identified in your letter. Upon receipt of the span design plans, we understand from your letter that you will then continue the processing of the application. Sincerely, Spangler Environmental, Inc. As Agent for the Applicant, Croasdaile Village Retirement Community James A. Spangler President CC: Howard Dewitt, Croasdaile Village Joe Silvers, AG Architecture, Inc. Todd O' Daniel, PE, Duane K. Stewart & Assoc., PA Todd Tugwell, USACE Raleigh Regulatory Field Office 224 rayettevWe Street MaU, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 te1919-546-0754 fax 919-546-0757 3961-B Market Street Wilmington, N.C. 28403 W910-343-9375 fax 919-343-8351 1-866-SFANGLER www.spanglerenvironmentaLcom A 70LA. WCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director September 29, 2004 CERTIFIED MAIL - RETURN RECEIPT REQUESTED Croasdaile Village Retirement Community Attn: Howard Dewitt 2600 Croasdaile Farms Parkway Durham, NC 27705 Dear Mr. Dewitt: RE: Croasdaile Farms Parkway 401 Water Quality Certification application DWQ # 04-1427 Durham County On August 27, 2004, the Division of Water Quality eceived your application dated August 12, 2004 to place fill in 2,400 square feet of buffer and 40 linear feet of streams to construct a proposed road crossing. On September 3, 2004, the Division placed this project on hold and wrote you a letter concerning additional information. that needed to be received so we could begin our review of this project. On September 15, 2004, we received a letter from your engineer (Todd O'Daniel with Duane K. Stewart and Associates) in response to our September 3, 2004 letter. Unfortunately, this response did not address the issues raised in our September 3, 2004 letter. Therefore, we are returning your application as incomplete and will require you to reapply with a complete application that addresses our September 3, 2004 letter. That application must be accompanied with a check for the appropriate 401 Certification fee. Please call me at 919-733-9646 if you have any questions. JAociates, rney Cc: Todd O'Daniel, Duane K. Stewa 3715 niversity Drive, Durham, NC 27707 File copy Central files Mike Horan, DWQ Raleigh Regional Office US Army Corps of Engineers, Raleigh Field Office Jim Spangler; Spangler Environmental, P.O. Box 387, Raleigh, NC 27602 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: hM?://h2o.enr.state.nc.us/newetlands An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper NorthCarolina XI&II911Y O??F WA??RQG Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality September 27, 2004 DWQ Project # 04-1427 Durham County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Croasdaile Village Retirement Community Attn: Howard Dewitt 2600 Croasdaile Farms Parkway Durham, NC 27705 Subject Property: Croasdaile Farms Parkway REQUEST FOR MORE INFORMATION Dear Mr. Dewitt: On August 27, 2004, the Division of Water Quality (DWQ) received your application dated August 12, 2004 to impact 4,200 square feet of buffers and 40 feet of streams to construct the proposed road crossing. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Stormwater Management Please provide detailed information and calculations on the percent project imperviousness area based on the estimated built-out conditions. Please provide a detailed stormwater management plans for the project that complies with conditions No. 6 of GC 3404 if your proposed project is anticipated to exceed 30% impervious cover. 2. Diffuse Flow Please provide detailed plans and include calculations, worksheets, and an operations and maintenance agreement on how the project will comply with diffuse flow requirements of the Neuse Buffer Rule (15A NCAC 02B .0233(5)). 3. Additional Information Requested Please provide five copies of all the additional requested information. 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: htt?://h2o.enr.state.nc.us/ncwetlands NorrthCarolina Natut,a!!y An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper Croasdaile Village Retirement Community Page 2 of 2 September 27, 2004 Please respond within three weeks of the date of this letter by sending this information to me in writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Bob Zarzecki or Mr. John Dorney at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, JRD/bs John Dorney, DWQ, Wetlands / 401 Unit cc: Mike Horan, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Spangler Environmental, Post Office Box 387 Raleigh, NC 27602 9Ja?? G wp ?"' X*W' XWVI" rZ4 wt;? 19. -1.4 w 14 C. 'Y?' Filename: 04-1427 Croasdaile k [?(Al 0 On Hold 2 4`11? w Duane K.Stewart & ASSOCIATES, INC. {h„? G Letter of Transmittal To: Cyndi Karoly From: Todd O'Daniel Division of Water Quality Date: 9/15/2004 Project Name: Croaodaile Village Expansion Project #: DWQ #04-1427,,DK5A # 1191-01 F] For Your Use ® As Requested ® For Approval EJ Please Reply " US Mail Z Delivery EJ Express E] Pick-up Fax # of Pages Fax # For Review & Comment Other: Item: Date Sets/Pages Plan and Profile showing Stream buffer crossing 9/24/04 1/1 Comments: Cyndi, The attached plan should satisfy comment #1 of your letter requesting more information. You can also see from this plan that we are not discharging runoff into the buffer. We will add level spreaders at the proposed discharge points upstream of the buffer. If you have any questions please let me know. Thank You. cc: Duane K. Stewart & Associates, Inc. Consulting Engineers 3715 University Drive, Durham NC 27707 (919) 490-2999 fax (919) 490-6165 www.dlisa-tsi.com W A Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality September 3, 2004 DWQ Project # 04-1427 Durham County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Croasdaile Village Retirement Community Attn: Howard Dewitt 2600 Croasdaile Farms Parkway Durham, NC 27705 Subject Property: Croasdaile Farms Parkway REQUEST FOR MORE INFORMATION Dear Mr. Dewitt: On August 27, 2004, the Division of Water Quality (DWQ) r4ceived your application dated August 12, 2004 to impact 4,200 square feet of buffers and 40 feet of stream to construct the proposed road crossing. The DWQ has determined that your application was incomplete?,and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property!" Therefore, unless we receive the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Road Crossing Please provide detailed plans of the proposed road crossing. Include plans at F'=50' or finer scale, the footprint of the clearing limits within the projected buffers, cross sectional details of the proposed "span" and any stabilization methods proposed (rip-rap, etc.) 2. Stormwater Management Please provide detailed information and calculations on the percent project imperviousness area based on the estimated Built-out conditions. Please provide a detailed stormwater management plans for the project that complies with conditions No. 6 of GC 3404 if your proposed project is anticipated to exceed 30% impervious cover. 3. Diffuse Flow Please provide detailed plans and calculations on how the project will comply with diffuse now requirements of the Neuse Buffer Rule (15A NCAC 02B .0233(5)). 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650. 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919.733-1786 / FAX 919-733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands None Carolina Nto,711Y An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Croasdaile Village Retirement Community Page 2 of 2 September 3, 2004 4. Buffer Mitigation You have proposed to provide buffer mitigation for the 4,200 square feet of impacts. Please not that buffer mitigation is not required for road crossing unless the area of impact exceeds 1/3 acre or the length of impact exceeds 150 feet Please respond within three weeks of the date of this letter by sending this information to me in writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Bob Zarzecki or Mr. John Dorney at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, John l orney, . DWQ,\Wetlands / 401 Unit JRD/bs cc: Mike Horan, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Spangler Environmental, Post Office Box 387 Raleigh, NC 27602 Filename: 04-1427 Croasdaile Village (Durham) On Hold ? ? s? 69 SPAN LEFT ENVIRONMENTAL, INC. Land Planning August 19, 2004 Permitting • Environmental Consulting • Construction Management • Expert Testimony Mr. Todd Tugwell US Army Corps of Engineers Raleigh Regulatory Office 6508 Falls of Neuse Rd. Suite 120 Raleigh, NC 27615 1V WETLANDS/ 401 GROUP AUG 2 7 2004 „Mr. John Domey WATER QUALITY SECT10p NCDENR DWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Croasdaile Village Retirement Community Bridge Span of UT to Eno River. Corps Action ID 200421348 Dear Todd and John: Attached is a PCN for the span at the Croasdaile Village Site. According to the engineer, no channel or stream bank impacts are necessary. Included with the package are the Agent Authorization letter, exhibits showing the impact location, and correspondence to the EEP requesting coverage for the anticipated Neuse Buffer impacts. Please contact me should you have any questions. Sincerely, Spangler Environmental, Inc. pil, James A. Spangler 1 i 4" President Attachments 224 Fayetteville Street Mall, Suite 400 P.0.13=387 Raleigh, N.C. 27602 tel 919-546-0754 fax 919-546-0757 3961-B Market Street Wilmington, N.C. 28403 te1910-343-9375 fax 919-343-8351 1-866-SPANGLER www.spanglerenvironmental.com Office Use Only: 0 414+??® 7 Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. WETLANDS/ 401 GROUP 1. Processing 1. Check all of the approval(s) requested for this project: AUG 2 7 2004 ® Section 404 Permit WATER QUALITY SECTION ? Section 10 Permit ® 401 Water Quality Certification ® Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NW F 1+ (WCkc: alv3-1eJ4) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: H. Applicant Information 1. Owner/Applicant Information Name: Cron-641alle> V Blaine, 9efirarnenV cor?ami; ,& Mailing Telephone Number: c119 3 c` ,, 4- 7-000 Fax Number: tl 1 9 3 V4 - Zq 90 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: £s A. '5P4s46-L&-g- Company Affiliation: ea le,r v i rz Mailing Address: Flo R 3g7 2,L"IL MC 27607- Telephone Number: q lg S46 -0TT4 Fax Number: 1)"? S46--6757 E-mail Address: __istir;•tc4.y' G So?v+?1?rP?y`r?,?rnrn7rct o Gavel Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Nameofproject:_ C'Y-O&S'aaAe' y !la Mr'LlmInj (a>w"rrnWW 2. T.I.P. Project Number (NCDOT Only): t(A 3. Property Identification Number (Tax PIN): "Nf Phi ID )k i-I.3i44 Axe( 1?3i q5. 4. D 41 .0e a 2. 31D 5. Site coordinates, if available (UTM or Lat/Long):__???$-?? 36 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: 14'AJ Q-+i . ad . Stern h be- c'xpssad i5 irn") e vw.'J err,, 4A. Y'i o-nW", Attr'da o i,;rt v?eLo U r 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): IJT- 6; ?) 4a pvt o Q1 yV-*Y 9. River Basin: 0 et."1-$-- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/,.) Page 4 of 12 Location ?`?? County: u^' Nearest Town: Subdivision name (include phase/lot number):6roasAgAg V )&W.. Directions to site (include road numbers, landmarks, etc.): III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name oforoiect: i?troixe,, al )e, Vi Raw, iZAr'emeJ, Con4rn u"O 2. T.I.P. Project Number (NCDOT Only): 1,11A 3. Property Identification Number (Tax PIN): 'Oy f & RnA ?M ?k- 113 i 19 axd 1131'1$, 4. Location County: Nearest Town: D4.1-1 1141_? Subdivision name (include phase/lot number): 6roaggAg le V'41?am Directions to site (include road numbers, landmarks, etc.): 5. Site coordinates, if available (UTM or Lat/Long): 7f 6-C q 9,F/ 36`i a 2-? (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe th?e..e fisting land use or condition of the site at the time of this AA Q?? :.# . f)-+j A",a Cis t11YYl?YY`iP D . ?,n.. 4,, 7. Property size (acres): ?1?` QG 8. Nearest body of water (stream/river/sound/ocean/lake):_UT- (tin}) ?- E.". 'g., 9. River Basin: !U C.lrtJl? (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose o? the proposed work: kdtJ Cm&,; M 4 i _ _ 1 ` . A t - . - q Ili 11. List the type of equipment to be used to construct the project: lle ? yu J 12. Describe the land use in the vicinity of this project: Mr- PLsA& H D Ret),;ALy4 J? IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project,. along with construction schedules. a? igs?zS i ssveA kl-5,7-o-o 1 (6rp5 AUX. 1 •7? 200'42134S V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: tQr,?:J E Afiyc.7 PWIEDi , VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, graling, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htty://www.femajzov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pnd, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify) Ate tye i $a C Iw ` 1vet ' 2 ' ri • r? * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated ip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net las/gain), stabilization activities (cement wail, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If streanrelocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com, w•ww.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 40 "' o F 1'U?11MFoA'rittT,1 ST2qW. Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. W List each impact separately and identify temporary impacts. Impacts include, but are not limited to: tilt, excavation, dredgng, flooding, drainage, bulkheads, etc. 4. Pond Creation tJ! A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, .installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Page 7 of 12 Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction +..,.1.«:., - +., 1- F 1U.. -A i1„rinn nnnctn,rtinn to rPrlllrP lmnarte VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at hW://h2o.enr.state.ne.us/ncwetlands/stnngide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at hU://h2o.enr.state.nc.ushvrn/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): d t1o4? Amount of buffer mitigation requested (square feet): _ : 702bo ?: 21 Amount of Riparian wetland mitigation requested (acres): D Amount of Non-riparian wetland mitigation requested (acres): p Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ? No 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 ? 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 213 ,0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify. )? Yes ? No ? If you answered "yes", provide the following information: Page 9 of 12 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* Impact (square feet Multiplier Required Mitigation 1 'Z' 400 3 10U.0 2 1 vo 1.5 y_ bo Total Wo &0o zone t extends out su feet perpendtcutar nom near banx of cnannet; /-one z extends an additional 20 feet from the edge of Zone 1. X1. Stormwater (DWQ Only) Describe impervious acreage (both 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. A i n 1 /_ 11 n4s - I- )' -- - t X11. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater genes ted from the proposed project, or available capacity of the subject facility. X1H. Violations (DWQ Only) 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?g Page 10 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration 1 Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). 12/1) signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Page 11 of 12 Stream l3 - 1075 it. 0 1w 300 Stream A --- 1 000 F. x ?;; ?? wsa 224 fayette Pc 5t. Mau 4 n y ?. o Croa5clade Wetland Delineation A G Architecture 5mte4400 post O f.%= B. 387 g o b° < 5ite Diagram K SPANGL>=R °? t27cOZ-0387 a o x Durham, North Carolina -PYr*t 0 wW, r ?,.? 2 tNVwawunfAt, mc.(919)54C4754 / ------- ------j -- ` ? i ' I l 1 % - 1 I aka eav?un ? \\ A \ e \' \ 1 t 1 \ .,t I ?' \\I? ,? \ j 111 •?-`\\ Q3 1 I O i I 1 l `\ /' avla 10 ? i ` \ 1 \\ \ ?\ \\ O a te, l 1 i A.ML / N 1 - - - - -- a \ \ / 1 1 / 1 \ \ r? . 70 70 1 75 \?. 'a ` XO i \ _ L"597, 7 g• / / ! / It qbO CEO \ / cr / I 1 \ °Ir amn / 1 I 1~ pa" ------------ - / - 1 ' rwwrP rz' t 224 rayettmve 5t. Man d b ' a Croasdalle Wetland Delineation Stream B A G Architecture : 2 ? s°te 0400 post 09= BM 987 SPANGLER 1,RC27w2-M7 s b. ? = Durham, North Carolina A mrorvnenbl. 1- nt © 2004 5yrda 6 -M R 3 ENVIRONMENTAL. INC.(919)5J4&W54 I ?y i ? Y¢y Y ra 1y ?d5 I;h r4 1 r J S }y C E 1 Y 1?5 ttA .i9% - ,' July 30, 2004 To Whom It May Concern: yip The letter serves to inform you that Croasdaile Village Retirement Community, located at 2600 Croasdaile Farms Parkway; Durham, NC 27705, hereby authorizes Spangler Environmental, Inc. to act as our technical agent for the purposes of environmental issues, including wetland and stream identification, permitting mitigation planning and regulatory agency coordination at the property known as Croasdaile Village Retirement `Community, and as shown in Durham County records as Parcel I.D. # 173144 and Parcel I.D. # 173145. All site visits by regulatory personnel must be coordinated in advance with our agent, Spangler Environmental, Inc. This letter supercedes all previous Agent- related correspondence. The following contact persons should be copied on all correspondence: Property Owner: Howard DeWitt Croasdaile Village Retirement Community 2600 Croasdaile Farms Parkway Durham, NC 27705 919-384-2510 Agent: James A. Spangler Spangler Environmental, Inc. P.O. Box 387 Raleigh, NC 27602-0387 919-546-0754 919-546-0757(Fax) Sincerely, Howard DeWitt Executive Director 2600 Croasdaile Farm Parkway - Durba=n, North. Carolina 27705 800-960-7737 - 919-384-2t',00 - FAQ 919-384-24,90 * `r?r C-4 :F SPANGLER ENVIRONMENTAL, INC. Land Planning e Fern ifting Environmental Cansu.lting m Construction lbianagement » Expert 'Cestinlony August 18, 2004 r Ms. Deborah Sawyer NC EEP / f 1619 Mail Service Center 4 Raleigh, NC 27699-1619 VIA FACSIMILE (919) 733-5321; and VIA US MAIL RE: Upper Neuse River Riparian Buffer Mitigation Credit Request Dear Deborah: We would like to receive coverage from the EEP for the following project: Corps Action ID: 200421348 Project Name: Croasdaile Village Location: Durham County. UT (intermittent, Corps-unimportant) to Eno River Impacts Requiring Mitigation: Riparian Buffer Zone l: 2,400 s.f; Zone 2: 1,800 s.f. Mitigation Credit Requested: Riparian Buffer Zone l: 7,200 s.f; Zone 2: 2,400 s.f. Please confirm possible coverage and expected fee amount back to us (you may fax it to us at 546-0757) so that we may include your response in our Corps/DWQ permit package. Thank you in advance for your timely response. Sincerely, Spangler Environmental, Inc. James A. Spangler President 224 Favetteville Stivet Mall, St=ite 400 P.O. Box 367 F?ie Egli. N.C. 2 7602 tei 919-546-07,54 tax 919-516-0757 +.I?. nw.sv5 4GN.Yn9?AYY??Yt+S?3 bY93".4T:a?:6stm.?aIAnN9rC.nc32'N9.eaa'avoaN.RSn?4?.?.a?saw^wmcPSaa(a}ts.tlPUSCaen.+wSSn2c?enaM??a'usm'?Mxsw?'CcrsEeas+Maxeu?rr.¢avncaRm??aw?vn..ax>anw?ncatcvt.?mxT.fw.A.?, av.?. -?.o 4 -B MaAet Stf-ee# Wilmington, N.C. 28403 te.1 910-343-9375 tax 919-343-8353. 1-866-S ANGLES ????1c:s?as,glerea?? xranrizcc?tal.com 619 SO ANGLER EN'VIRONMEN'TAL, INC. Land Planning Permitting Environmental Consulting • Construction Management • Expert Testimony August 19, 2004 Mr. Todd Tugwell US Army Corps of Engineers Raleigh Regulatory Office 6508 Falls of Neuse Rd. Suite 120 Raleigh, NC 27615 Mr. John Dorney NCDENR DWQ 0-7 04?? I WETLANDS/ 401 GROUP AUG 2 7 2004 WATER QUALITY SECTIOP, Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Croasdaile Village Retirement Community Bridge Span of UT to Eno River. Corps Action ID 200421348 Dear Todd and John: Attached is a PCN for the span at the Croasdaile Village Site.. According to the engineer, no channel or stream bank impacts are necessary. Included with the package are the Agent Authorization letter, exhibits showing the impact location, and correspondence to the EEP requesting coverage for the anticipated Neuse Buffer impacts. Please contact me should you have any questions. Sincerely, Spangler Environmental, Inc. James A. Spangler President ,f Attachments 224 Fayetteville Street Mall, Suite 400 F.O. Box 387 Raleigh, N.C. 27602 tel 919-546-0754 fax 919-546-0757 3961-B Market Street Wilmington, N.C. 28403 tel 910-343-9375 fax 919-343-8351 1-866-SPANGLER www.spanglerenvironmental.com J Office Use Only: 14 2 / Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing WETLANDS/ 401 GROUP AUG 2 7 2004 1. Check all of the approval(s) requested for this project: ® Section 404 Permit WATER QUALITY SECTION ? Section 10 Permit ® 401 Water Quality Certification Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: N W P 1+ &d6kC ,k'340q) 3. If this notification is solely a courtesy copy because\written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: 0 . H. Applicant Information 1. Owner/Ap?ph ant Information e Name: C;roQSdAite, Vilioae 1Retrame- A C+,rnmyn?}a? Mailing Address: Z&00 Oral&sdai ?e ?arrv,s Parkwr Pyrhesm , Ne, 27706 A* M y% J46 w" 1?? i?!> tt+ ?X? . 17 irr ct?r Telephone Number: q 1413 94- WOO Fax Number: q19 3 Vq - Zq 80 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Telephone Number: J!9 S`tb -07S4 Fax Number: 91q S146--67s'7 E-mail Address: Js ez ier t?r?n?r?ra?rn?r?71'c? G©vy Page 3 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: &5,J4a a Ae, ? 71 rim i?nr u:?? 2. T.I.P. Project Number (NCDOT Only): t??A 3. Property Identification Number (Tax PIN): Vy f Ptra?c?? A i q 4 land 1-13; 45. 4. Location County: Nearest Town: Subdivision name (include phase/lot number): CmasAwk V4 &w Directions to site (include road numbers, landmarks, etc.): V IF/ 0 .01, 5. Site coordinates, if available (UTM or Lat/Long): W C q .5- 36- a ?.° u) (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the ejdsting land use or condition of the spite at the time of this ;ri }Au- tg 7. Property size (acres): S 8. Nearest body of water (stream/river/sound/ocean/lake): IY? (1;f-) ? ert o R1 VeY' 9. River Basin: N) &v? (Note - this must be one of North Carolina's seventeen designated major river basins. -The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: &!;'JA Ae' V mLm? '"re mInj- a mrnu. e, 2. T.I.P. Project Number (NCDOT Only): La3. Property Identification Number (Tax PIN): Dyf ' , P 1 113 P4 4 axd 1131 y5, 4. Location ?L1101.- County: ? ?Oi`?^"' Nearest Town: Subdivision name (include phase/lot number): C?raasl'?k V., Uaor_ Directions to site (include road numbers, landmarks, etc.): ?• . . • ..... I i n a .-... ? _. f• 5. Site coordinates, if available (UTM or Lat/Long): W -C q -,? 36 02- ? 30 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this ?T% 446v I/ I W# 49, V 7. Property size (acres): qO. +`/- cry 8. Nearest body of water (stream/river/sound/ocean/lake):UT 11;f-) +a i`yto Rlyey' 9. River Basin: N SU."-A-- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose o the proposed work: kdaj Cm& t rte 4 11. List the type of equipment to be used to construct the project: lk yu.- 12. Describe the land use in the vicinity of this project: MF g2.sAvl?tj 0- Q 1-:1 H-0 IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe`..previously approved wetland, stream and buffer impacts, along with associated mitigation (wher$ applicable). If this is a-NCDOT project, list and describe permits issued for prior segments Hof the same T.I.P. project, along with construction schedules. ?. A ?T? was ?ssV4 Pl15>2c?a1 (6 ri A??? 1.?. ? Zoo '4 -.t34 9 V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: t J&4 £ AV1ne-9 QPr? . VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, gracing, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at bttvJ/www.fema.eov *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver land, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: C? 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact (linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify) SPA 14 0 r VY +a CIw liiw -M' ri ," * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated ip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net les/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If streamrelocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at wtvw.uses.aov Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com, www.mapguest.com etc.). Cumulative impacts (linear distance in feet) to all streams on site: 40 " o F' "Vr11M11aArAvT,1 !;rp-Am Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number (indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. List each impact separately and identify temporary impacts. Impacts include, but are not limned to: nu, excavation, areagag, flooding, drainage, bulkheads, etc. 4. Pond Creation tJ)A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, -installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be. useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. , Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at h=://h2o.enr.state.nc.us/newetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 0 Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at hgp://h2o.enr.state.nc.us/wm/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): F3 r Amount of buffer mitigation requested (square feet): _ .'7.,2b0 Amount of Riparian wetland mitigation requested (acres):? Amount of Non-riparian wetland mitigation requested (acres): t9 Amount of Coastal wetland mitigation requested (acres): L3 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public fund, or the use of public (federal/state/local) land? Yes ? No 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 ? 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Suppl Buffer Requirements), or other (please identify )? Yes ?No[I If you answered "yes", provide the following information: Page 9 of 12 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* feet) s unareact Multiplier Required Mitigation -' 00 3 q uc-o 2 0c) 1.5 Z_ [jfJ Total 'L o & L o zone i extenos out su reet pMenaicuiar nom near aanx of cnanne?; /.one z extenas an additional 20 feet from the edge of Zone 1. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from th? property. 11? rta.u•?-?! ? .?la?.•• a'?. = A.?.l. (? •?i ac?,rr,?,?in?, XH. Sewage Disposal (DWQ Only) 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. XM. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No 1Y. Is this an after-the-fact permit application? Yes ? NoNr Page 10 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as t' XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). ?y2U? Applic t/Agent' ature ate (Age signature is valid only if an authorization letter from tie applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay 'Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley . .Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes. Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Page 11 of 12 k 5tream A --1000 F. Stream B ---1075 ?t. o IN wo . ? 224 F4etttnke 5t. Mal! ` Croa5cfalle Wetland Delineation A G Architecture cgwv. 1400 5-te PostO%rzB=387 m x site f3ia9ram ? g °' 76024)387 ER 'X 2 SPANGL $ x Durham, North Carolina a 2004? ?? 2 .r: (919)546-0754 : . , . A \ 0 1 1? 1 ?:y1 0, t _ \ \ Q 1 6: \ 1 \ \ 1 ;iO 01 I(D \\ O\? o di °0a i to qo q c4x ,/' ' r t 1 / _' 1 ae staar ? It \ / Qrr \ l I I V 1 }py it \ r, ` ' 1 1 \\ CD eaM ° ? Itq I \ 1 1 \ \ ! ! 6 MUM cb 111. \` . 1\\ \? \ \ \\ `1 M / 1 79 1 I ? / j If I ? I \ ? ' ? ate smar i / cNr• i % CD % ?..i / 3 / / C/ C I i ? ?// ? 1 eaa • ? I 1 1 ?++a \ am. t g ° I 1 ? r \ A 1 I / - - - ?, 224 Faytttemlle SL Mau v Croasdalle Wetland Delineation AG rchitecture ?cf400 FostORrtiBcx7 N Stream B L SPANGI FR Fjk*,NCUG -w Durham, North Carolina p 2W„& ENViROtlM1tENTAL. tt1C.(919)5460754 rr st, r r L Land Planning e Permitting July 30, 2004 To Whom It May Concern: August 18, 2004 Ms. Deborah Sawyer NC EEP 1619 Mail Service Center Raleigh, NC 27699-1619 VIA FACSIMILE (919) 733-5321; a RE: Upper Neuse River Ripari Dear Deborah: We would like to receive coverag Corps Action ID: 200421348 Project Name: Croasdaile Villag, Location: Durham County. UT (i Impacts Requiring Mitigation: Ri Mitigation Credit Requested: Rip Please confirm possible coverage we may include your response in response. Sincerely, Spangler Environmen 1, Inc. 4 James A. Spangler President 224 rayette-Olle Street Mal X961-R Market Street wilmirt, , N.C The letter serves to inform you that Croasdaile Village Retireme 2600 Croasdaile Farms Parkway; Durham, NC 27705, hereby ai Environmental, Inc. to act as our technical agent for the purpose issues, including wetland and stream identification, permitting r. regulatory agency coordination at.the property known as Croasc Community, and as shown in Durham County records as Parcel I.D.. # 173145. All site visits by regulatory personnel must be ci with our agent, Spangler Environmental, Inc. This letter supers related correspondence. The following contact persons should be copied on all correspol Property Owner: Howard. DeWitt Croasdaile Village Retirement Community 2600 Croasdaile Farms Parkway Durham, NC 27705 919-384-2510 Agent: James A. Spangler Spangler Environmental, Inc. P.O. Box 387 Raleigh, NC 27602-0387 919-546-0754 919-546-0757 (Fax) Sincerely, (Art Howard DeWitt Executive Director ".2..600 Croasdaile Farm Parkway - Durhain, Nor 800--960-7737. 919-384-2000 a FAY 9' ~ 4. SO ANGLER EN Y IRONMEN d AL, INC. Land Planning - Permitting August 19, 2004 Mr. Todd Tugwell US Army Corps of Engineers Raleigh Regulatory Office 6508 Falls of Neuse Rd. Suite 120 Raleigh, NC 27615 Environmental Consulting 414 1 Mr. John Dorney NCDENR DWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Croasdaile Village Retirement Community Bridge Span of UT to Eno River. Corps Action ID 200421348 Dear Todd and John: Attached is a PCN for the span at the Croasdaile Village Site. According to the engineer, no channel or stream bank impacts are necessary. Included with the package are the Agent Authorization letter, exhibits showing the impact location, and correspondence to the EEP requesting coverage for the anticipated Neuse Buffer impacts. Please contact me should you have any questions. Sincerely, Spangler Environmental, Inc. James A. Spangler President Attachments Construction Management • Expert Testimony WETLANDS/ 401 CROUP AUG 2 7 2004 WATER QUALITY SEC710(! 224 Fayetteville Street Mall, Suite 400 F.O. Box 387 Raleigh, N.C. 27602 tel 919-546-0754 fax 919-546-0757 3961-B Market Street Wilmington, N.C. 28403 tel 910-343-9375 fax 919-343-8351 1-866-SPANGLER vnm.spanglerenvironmental.com Office Use Only: 041427 Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. WETLANDS/ 401 GROUP I. Processing AUG 2 7 2004 1. Check all of the approval(s) requested for this project: ® Section 404 Permit WATER QUALITY SECTION ? Section 10 Permit 401 Water Quality Certification Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NW F 11- Lfijac -03404) 3. If this notification is solely a courtesy copy because\written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: X H. Applicant Information 1. Owner/Applicant Information Name: Ct'MSJ-,;1e, Villeme, VC.+oremervV ?rnm? ?? Mailing Address: 2-&oo L` r?5doti 1e Mrms PcsrkwoL& J>ysrhgsm , Ne, 27706 a A*x Mr, 9t wer4) D-e W t'1'. 1:X6C. -Dirre-+er Telephone Number: 411413-94.- 7-000 Fax Number: 9 r `+1 3 S4 - Zq JTcD E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Telephone Number: J Ic `07?4 Fax Number: 9)q S146-6757 E-mail Address: a 512gnr?&y,60- Page v?a?rP ?r?r?y?rn??v1-cc o Govy 3 of 12 III. Project Information Attach a vicinity map ' clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and' north arrow. The speck footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name ofproject: Mr,er-I'Mi ( V"ntUnJ 2. T.I.P. Project Number (NCDOT Only): tJ' A 3. Property Identification Number (Tax PIN): 6' , FA r'"I ?M k- 11:3 i 4 ? cax417314'5, 4. Location County: Dw" Lcwv?- Nearest Town: Subdivision name (include phase/lot number): Ca oAsAglk Va OA Directions to site (include road numbers, landmarks, etc.): 5. Site coordinates, if available (UTM or Lat/Long): 3e a Z° 30"' (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the a "sting land use or condition of the site at the time of this application: ;Y% 4&t- tg 30's : V J • r I 'Y , G, ff 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): UT_ t tn? .) Aa pyt o k), er 9. River Basin: 0 (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at hQ://h2o.enr.state.nc.us/admi&maps/.) Page 4 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than I1 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Nameofproiect: CY-Otxse)ade, V )aw- izAr,etroe>v' ?+nrnt;:?, 2. T.I.P. Project Number (NCDOT Only): A 3. Property Identification Number (Tax PIN): of PcC&A ID )k 113 i 149 apt4 1131 y5, 4. Location County: Nearest Town: Subdivision name (include phase/lot number): C'.r6&LSA.4J a V., I)&w- Directions to site (include road numbers, landmarks, etc.): 7M -1a"_ ?i:1i•? ,,- .? ZJ L, 1-9:11?? n Nv?rd,Z. 5. Site coordinates, if available (UTM or Lat/Long): 7f P$-C q 9" 36; 0 2. 3-D (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the a 'sting land use or condition of the site at the time of this RP-*446+1 . a,.J nme mey rla . qAr e& .. 4 rreev m _ u lemm roi a Ftmv r OEES r v 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): UT Aa evto Rivet 9. River Basin: N e• A-A-- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose o the proposed work: koaJ em.5,-; m 4D S _ _ 11 . A t r.. • 11. List the type of equipment to be used to construct the project:. *? y%#-S.G. 12. Describe the land use in the vicinity of this project: Mr P-Ls2AV1-J ;' C -t 3 Hp 9e?;Aw4J IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide 'photocopies of previously issued permits, certifications or other useful information. Describe , previously approved wetland, stream and buffer impacts, along with associated mitigation (wher$ applicable). If this is a-NCDOT project, list and describe permits issued for prior segments Hof the same T.I.P. project,, along with construction schedules. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: 61&4e , pMe-7QA- . VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, gracing, till, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httvJ/www.femaeov *** List a wetland type that best describes wetland to be impacted (e.g., fresh?watedsaltwater marsh, forested wetland, beaver land, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: O 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify) I SPAIN 401f Vr 4-0 GOO &Iflt * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated ip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net les/gain), stabilization activities (cement wail, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If streamrelocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com www.manouest.com etc.). Cumulative impacts (linear distance in feet) to all streams on site: 40' o F: "Vol m.-O trwT I, 5"f - Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. List each impact separately and identify temporary impacts. Impacts include, but are not Itrmted to: fill, excavation, dredgng, flooding, drainage, bulkheads, etc. 4. Pond Creation tJ/ A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be. useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. ,. Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at h=://h2o.enr.state.nc.us/ncwetiands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreagellinear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at h!W://h2o.enr.state.nc.us/wm/index.htrm If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): f3 Amount of buffer mitigation requested (square feet): Z : 7,U ° 3L r 20 Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 4) IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds, or the use of public (federal/state/local) land? Yes El No 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 ? 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 2B .0250 (Randleman Rules and Water Suppl Buffer Requirements), or other (please identify )? Yes No ? If you answered "yes", provide the following information: Page 9 of 12 t' 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* s uaare afeet Multiplier M ti Required 2 00 1.5 2_ Gv Total - 200 41 & D o * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as XI. Stormwater (DWQ Only) Describe impervious acreage (both 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. s (? t fLi ` XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater genes ted from the a proposed project, or available capacity of the subject facility. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Ix Is this an after-the-fact permit application? Yes El No JZ Page 10 of 12 T? XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Appli tlAgenf tore ate (Age signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay 'Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes. Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Suny Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitf US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Page 11 of 12 ? 1 Stream A -- 1000 ft. Stream b --- 1075 ft. 0 180 300 „ n r?. wr_ 224 NydtcWIc St. Mall Ell Croardalle Wetland Delineation A G Architecture s r400 Post 05mf%=367 Site Diagram RRi-AML27S02.OW7 5PANGLF T x U- Durham, North Carolina vffft©20045p+ng?tnrox?nr?l, - ,..:-1919) 54&0754 / 1 ---- l ? 1 1 / \ \ t ? `\ ° t ! •p t 1 1 \ 1 ?` 1 ' ------ - 01 :- OA dz? to M P 02 A I i i CP \ ! cr i O 40 O- \ \ i i 75 C tl t4 L• I t l ?? ! ? 1 eu°S"c e? l I ?' 1 1 1 - 224 Fryett&Ae St. Mall - Croasdade Wetland Delineation A G Architecture rotOff00 F?? A Stream B 2 ? ? EJNGL PA i; R$ Durham, North Carolina. .prqt ©2ooe?.I- J ENVIRONMENTAL, M.(9 60754 y 1? / Land Planning e Permitting August 18, 2004 Ms. Deborah Sawyer NC EEP 1619 Mail Service Center Raleigh, NC 27699-1619 VIA FACSIMILE (919) 733-5321; al RE: Upper Neuse River Ripari Dear Deborah: We would like to receive coverap Corps Action ID: 200421348 Project Name: Croasdaile Villag, Location: Durham County. UT 0 Impacts Requiring Mitigation: Ri Mitigation Credit Requested: Rip Please confirm possible coverage we may include your response in response. Sincerely, Spangler Environmen al, Inc. James A. Spangler President 224 Fayetteville Street Mal 361-1; itaxheE Street Wilmington, N.C July 30, 2004 To Whom It May Concern: v The letter serves to inform you that Croasdaile Village Retireme 2.600 Croasdaile Farms Parkway; Durham, NC 27705, hereby ai Environmental, Inc. to act as our technical agent for the purpose issues, including wetland and stream identification, permitting r regulatory agency coordination at the property known as Croasa "Community, and as shown in Durham County records as Parcel I.D.. # 173145. All site visits by regulatory personnel must be c( with our agent, Spangler Environmental, Inc. This letter supere, related correspondence. The following contact persons should be copied on all correspor Property Owner: Howard DeWitt Croasdaile Village Retirement Community 2600 Croasdaile Farms Parkway Durham, NC 27705 919-384-2510 Agent: James A. Spangler Spangler Environmental, Inc. P.O: Box 387 Raleigh, NC 27602-0387 919-546-0754 919-546-0757 (Fax) Sincerely, / r l Howard DeWitt Executive Director ".)..600 Croasdaile Farm Parkway - Durhann, Nor 800--960-7737. 919-384-21400 ® FAX 91 69 SOAN LEFT ENVIRONMENTAL, INC. Land Planning Permitting • Environmental Consulting • Construction Management • Expert Testimony August 19, 2004 Mr. Todd Tugwell US Army Corps of Engineers Raleigh Regulatory Office 6508 Falls of Neuse Rd. Suite 120 Raleigh, NC 27615 041427 WETLANDS/ 401 GROUP AUG 2 7 2004 Mr. John Dorney WATER QUALITY SEcpo0 f NCDENR DWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Croasdaile Village Retirement Community Bridge Span of UT to Eno River. Corps Action ID 200421348 Dear Todd and John: Attached is a PCN for the span at the Croasdaile Village Site. According to the engineer, no channel or stream bank impacts are necessary. Included with the package are the Agent Authorization letter, exhibits showing the impact location, and correspondence to the EEP requesting coverage for the anticipated Neuse Buffer impacts. Please contact me should you have any questions. Sincerely, Spangler Environmental, Inc. James A. Spangler r t President Attachments 224 Fayetteville Street Mall, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 tel 919-546-0754 fax 919-546-0757 3961-B Market Street Wilmington, N.C. 28403 te1 910-343-9375 fax 919-343-8351 1-866-SPANGLER www.spanglerenvironmental.com Office Use Only: 041427 Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. WETLANDS/ 401 GROUP L Processing AUG 2 7 2004 1. Check all of the approval(s) requested for this project: ® Section 404 Permit WATER QUALITY SE'OTION, ? Section 10 Permit 401 Water Quality Certification Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: N W P 1+ 1 id qc -*34I o 1 ? 3. If this notification is solely a courtesy copy because\written approval for the 401 Certification is not required,.check here: ? 1 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: H. Applicant Information 1. Owner/Applicant licant Information Name: Utoasdaiiz 'Vitl Mailing Address: 2-&00 iZ?.?orem??ew? Cornmyn? Telephone Number: q 19 3194- ° 7-000 Fax Number: q 19 -3 V q - 4900 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Telephone Number: 'I i9 S}ia -17754 Fax Number: `t 1q S46-6757 E-mail Address: d' 5pgz ley, Page 3 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold 1until decipherable maps are provided. 1. Name of project: Cfoc?Saa?y le, V; Ili ¢ rem Y"MU.ti) 2. T.I.P. Project Number (NCDOT Only): 1slA ?. 3. Property Identification Number (Tax PIN): Vy f ' , pEarc? j'13 i 14 9 capA 1131 4'5, 4. Location County: Nearest Town: Subdivision name (include phase/lot number): C'.rbeLsAai)e V ila.M Directions to site (include road numbers, landmarks, etc.): _.... _. . e a ..w_, v A - . ..... ., _ . ,. 5. Site coordinates, if available (UTM or Lat/Long):. 36- d 2. 30 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the a sting land use or condition of the site at the time of this P.a?s?=_' r)-+t n,,,D hr,rn»??i?0. -g4r?. A,, it 4&r,- 0 $0's , 7. Property size (acres): ` 8. Nearest body of water (stream/river/sound/ocean/lake): Ur to f . ,) Aa ert o Q1 t+e_Y' 9. River Basin: N dUA-A-- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at ho://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than I1 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Nameofproject:_ 2. T.I.P. Project Number (NCDOT Only): hlT \\ 3. Property Identification Number (Tax PIN): ufruat & Pte} ?M O 1`13 i 44 as-1 1131 q5 4. Location County: Nearest Town: D41146. Subdivision name (include phase/lot number): b-Oo SA,,J a i/: O&. Directions to site (include road numbers, landmarks, etc.): Tv? ilv ?riiavrl . -.-A? Rat -k, M; l lct a 4 t?1,•-r L, Z, D -0 5. Site coordinates, if available (UTM or Lat/Long):M 6-C Ll S' 36 a ?-~ 3-D (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use osr condition of the site at the time of this 9r Tom" M 30's a ?? P, C/ 7. Property size (acres): 4-i 0, 8. Nearest body of water (stream/river/sound/ocean/lake):UT ltnf) Aa eytv Qiyr.Y 9. River Basin: 13eU,4_ _- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at hM2://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose . i _ 1• 11. List the type of equipment to be used to construct the project: l v%A j 12. Describe the land use in the vicinity of this project: MF 2 0 0 't 3 Hq? Bey 1d??n?c,?4 IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe'•..previously approved wetland, stream and buffer impacts, along with associated mitigation (wher$ applicable). If this is a-NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project,- along with construction schedules. / q \ Wii3 ISSVeA Jf/?12ooJ Ask 200 142 13;7V V. Future Project Plans Are any additional permit, requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: 01ol £ ,ii`"e-7 QA-'7ED. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** (es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at bttvJ/www.femaeov *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pnd, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify) A tJ 0 ° Vr +zo Cfw RjI ,of ' ri • ra * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated ip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net les/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If strean relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included ** Strum names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com www.manouest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 40 r o F: "Vr11Milo ATW 1 STS- Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number (indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. AIM, List each impact separately and identify temporary impacts. Impacts include, but are not i muted to: nu, excavation, areagng, flooding, drainage, bulkheads, etc. 4. Pond Creation tJ)R If construction of a pond is proposed, associat6d wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. - Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/eriibankment, excavation, .installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII, Impact Justification (Avoidance and Minimization) Page 7 of 12 Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction a.. I-- r tt..-A A--;-- ..-+.a +;- fin vaAnrP;rnnartc VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. , Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at h=://h2o.enr.state.nc.us/ncwetiands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at hn.-I/h2o.enr.state.nc.us/)M/index.htrr If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): .. D Amount of buffer mitigation requested (square feet): I : "7,b 3C s Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds, or the use of public (federal/state/local) land? \ Yes ? No 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 ? 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 2B .0250 (Randleman Rules and Water SupPl Buffer Requirements), or other (please identify )? Yes No ? If you answered "yes", provide the following information: Page 9 of 12 t' 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* Impact (square feet Multiplier Required Mitigation I 40o 3 ZOO 2 0c) 1.5 ?. G) Total 200 &0o "Lone i extends out iu feet perpenmcular from near oar& or cnannei; zone L exrenas an additional 20 feet from the edge of Zone 1. XI. Stormwater (DWQ Only) Describe impervious acreage (both 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 - A I ^ w Ail 1 9 .-4- XII. Sewage Disposal (DWQ Only) 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. XM. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules? Yes ? No x Is this an after-the-fact permit application? Yes ? 140 Page 10 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as T? XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). pplic t ate ge ignature is valid only if an authorization letter from t toe applicant is provided.) US Army Corps Of Engineers Field Offic es and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon. Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes. Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers BIaden Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Page 11 of 12 Stream A -- 1000 F. Stream B --- 1075 "It. 0 760 300 f ,. ?. ?amr wr- 224 PayettM1c St. UU Croasdaile Wetland Delineation A 6 Architecture Sste#400 Post °x`e= 387 g x Site Diagram P ` 7 aoi Nc 2?coz47307 SPANGLER xx $ K Durham, North Carolina ?< O woas ^e i ?is)sa5m54 • . ? A ARQ - ------- ---- tr. tr - \ ? i / / 1 1 / wRtx +nveau \ r 1 1 \_ ° / 1 I 1 ` / ' tt or?u,a`rw'e 1 1 1 ?, \ r l 1 \ 1 k` ' 11 ; ; \ \\ \\ p mom s \ ? ? ? l 1 J ` 1 \ N i \{ t <-J tuna \ 1. 1 1 1 ' \ \\ / /'•/ ? \ °o TOT& ? - ;06. 6 '1 1 It qbc) d 1 i % i N / i I I` 1 axu+o 40 4 _ v i gg Q • ? s/ ""\t- - - ? ?? `C?'??aYVv..?.. - -_- \ _` -• " _-ter I r 1 ? ,1 224 FayattcnBe 5k NUV a Croasdalle Wetland Delineation A G Architecture postORBw387 Stream B 'J xcr?soz SPANGLER '• if Durham, North Carolina d p 200, . Z s 3 ENVIRONMENTAL, wc.(91915"54 t B, x h Uni-d Planning e Ferniitting August 18, 2004 Ms. Deborah Sawyer NC EEP 1619 Mail Service Center Raleigh, NC 27699-1619 VIA FACSIMILE (gig) 733-5321; at RE: Upper Neuse River Ripari Dear Deborah: We would like to receive coverag Corps Action ID: 200421348 Project Name: Croasdaile Villag, Location: Durham County. UT (i Impacts Requiring Mitigation: Ri Mitigation Credit Requested: Rip Please confirm possible coverage we may include your response in response. Sincerely, Spangler Environmen al, Inc. James A. Spangler President 224 Fayetteville Street Mal 961-13,Market Street Wilnvington, N.£ July 30, 2004 To Whom It May Concern: 1 4 ? 1 < i The letter serves to inform you that Croasdaile Village Retiremf 2600 Croasdaile Farms Parkway; Durham, NC 27705, hereby a, Environmental, Inc. to act as our technical agent for the purpose issues, including wetland and stream identification, permitting r regulatory agency coordination at.the property known as Croasc 'Community, and as shown in Durham County records as Parcel I.D. # 173145. All site visits by regulatory personnel must be ci with our agent, Spangler Environmental, Inc. This letter supers related correspondence. The following contact persons should be copied on all correspoi Property Owner: Howard. DeWitt Croasdaile Village Retirement Community 2600 Croasdaile Farms Parkway Durham, NC 27705 919-384-2510 Agent: James A. Spangler Spangler Environmental, Inc. P.O: Box 387 Raleigh, NC 27602-0387 919-546-0754 919-546-0757 (Fax) Sincerely, Howard DeWitt Executive Director 2600 Croasdaile Farm Parkway ® .Durham, Nor 800-•960-7737.919-384-2000 - FAX 9: R 16 AM TD7 SpyOANGLER p®EEN Y ENVIRONMENTAL, INC. Land Planning • Permitting August 19, 2004 Mr. Todd Tugwell US Army Corps of Engineers Raleigh Regulatory Office 6508 Falls of Neuse Rd. Suite 120 Raleigh, NC 27615 Environmental Consulting • Construction Management • Expert Testimony O. 041427 WETLANDS / 401 GROUP AUG 2 7 2004 Mr. John Dorney WATER QUALITY SPC7101! NCDENR-DWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Croasdaile Village Retirement Community Bridge Span of UT to Eno River. Corps Action ID 200421348 Dear Todd and John: Attached is a PCN for the span at the Croasdaile Village Site. According to the engineer, no channel or stream bank impacts are necessary. Included with the package are the Agent Authorization letter, exhibits showing the impact location, and correspondence to the EEP requesting coverage for the anticipated Neuse Buffer impacts. Please contact me should you have any questions. Sincerely, Spangler Environmental, Inc. &'? - 47&t= . - James A. Spangler r President ^.T < 'd Attachments 224 Fayetteville Street Mall, Suite 400 F.O. Box 387 Raleigh, N.C. 27602 tel 919-546-0754 fax 9I9-546-0757 3961-B Market Street Wilmington, N.C. 28403 te1910-343-9375 fax 919-343-8351 1-866-SPANGLER www.spanglerenviromnental.com Office Use Only: 41427 Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. WETLANDS/ 401 GROUP I. Processing AUG 2 7 2004 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit WATER QUALITY SECTION 54.401 Water Quality Certification §7 Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NW F 1+ ?Jtto a? 3?#e? 3. If this notification is solely a courtesy copy because \7tten approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: H. Applicant Information 1. Owner/Applicant Information Name: GraASda i le- VitlaaZ 14+1reme-x ' C.Qrnm,,n, Mailing Address: 2&oo Cirmcisdai? Ie FArm3 f'?erkw94 ?ync?1+n , J?1e. 27706 A*pi Mr. E1aw,&r4 D e W tf, _exec. -DireCFsr Telephone Number: 4119 3 M- -WOO Fax Number: q i 9 -3V4 - Zq 30 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Company Affilial Mailing Address: Telephone Number: `Ii9 546 -07.T4 Fax Number: 9 lq SNb--6757 E-mail Address: i 5pe"nraley' l?r r erJt'?c .Govt' Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans, in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. Name ofproject: CrO&eeJA e, V) R71rL (a:Y»rrctilM' 2. T.I.P. Project Number (NCDOT Only): 1?s \!, 3. Property Identification Number (Tax PIN): Diif?'tar%i' P? ID A i'i 3 i 14 4 aad 113 i 45, 4. Location County: DomNearest Town: Subdivision name (include phase/lot number): &6msA,,J a V, Q& Directions to site (include road numbers, landmarks, etc.): 5. Site coordinates, if available (UTM or Lat/Long): %_c 'r 36,0 7-#I 30 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the eidstgg land use or condition of the site at the time of this 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): '? to )a Eno Q yl p_y* 9. River Basin: N) (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If fizll-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name ofproject: CY-btx5JAAe, V !_15 r'emn" aynrnyni 2. T.I.P. Project Number (NCDOT Only): A \ 3. Property Identification Number (Tax PIN): DUf ' ?.ic' . PAMA ID ?k 3'r 19 a^41'131 N5, 4. Location County: Nearest Town: D4.011 Subdivision name (include phase/lot number): Grna A,43e V, I)&w Directions to site (include road numbers, landmarks, etc.): Xvt D-ar ow.. 4m6- 3iilisb _ Rd A, A0 a e. 4 N.•-??k, V -1/ 0 4. .10 5. Site coordinates, if available (UTM or Lat/Long): W S-C q 15- 3602. 30 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the a 'sting land use or condition of the site at the time of this Rey A n4-1 _ [m Mme Y,1,e.D . q 'k 7. Property size (acres): qO 8. Nearest body of water (stream/river/sound/ocean/lake): T ?a &t o Qt y'r-Y 9. River Basin: eLt/f_- (Note - this must be one of North Carolina's seventeen designated major river basins. -The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose o the proposed work:d Cl?t?S y ruff pp?,,Y2?c??.fL 11. List the type of equipment to be used to construct the project: -ez atV%A_ V 12. Describe the land use in the vicinity of this project: l i- -t-.1 WO O Je?;A licJ IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide 'photocopies of previously issued permits, certifications or other useful information. Describe`,previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a.NCDOT project, list and describe permits issued for prior segments Hof the same T.I.P. project, along with construction schedules. A 0 w??s is?v 20,014213 V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: AJ&4 £ Afirnc7 PwgsD . VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** (es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grating, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httoJ/www.femaeox *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver psnd, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify) 1 A tJ 40" VY -h Eop iia ° ri • t? * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated q)-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net les/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If streanrelocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.ums.aov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 40' o F "VrJ1MPof-,rAVT'1 5t'mow- Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. * List each impact separately and identity temporary impacts. impacts mcmae, out are not iucuieu w: lilt, cxUavauvu, uirurus, flooding, drainage, bulkheads, etc. 4. Pond Creation tJ)A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, .installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be. useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. ,Bwe k ' V"0*KJXR Use- el bne 40 +&&_ .Q'rLs'n s,e Cy r _Me - 5 c S in *"%& is hdtse eA u rr , 03).U irn n.c re_ t rn m r ie rek&e r i rs ;S eyv s; a 4l 6L , J'd qq . r • iY,":,"k, Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at h=://h2o.enr.state.nc.us/ncwetlands/strmp-ide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at hU.-//h2o.enr.state.nc.uLm /index.htm If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): ...0 Amount of buffer mitigation requested (square feet): I : 7,W Ift ° Jr r Amount of Riparian wetland mitigation requested (acres): (3 Amount of Non-riparian wetland mitigation requested (acres): C? Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (DWQ Only) \ Does the project involve an expenditure of public funds, or the use of public (federal/state/local) land? Yes ? No 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 ? 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 2B .0250 (Randleman Rules and Water Suppl Buffer Requirements), or other (please identify )? Yes y No ? If you answered "yes", provide the following information: Page 9 of 12 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* s uaarnpct e feet Multiplier M ti Required 400 3 1 ZOW 2 UC7 1.5 Z. Cjf7 Total '' C3 4 C! "Lone t extends out 30 Feet perpenatcular from near nanK of cnannet; zone L exienus an additional 20 feet from the edge of Zone 1. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from th property. Im 2141 XH. Sewage Disposal (DWQ Only) 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. XM. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No'X Page 10 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). eh y L Applic t/Agent' ature ate (Ag 'signature is valid only if an authorization letter from flee applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley . Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes . Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Page I 1 of 12 Stream A - 1 000 F. Stream 15 --- 1075 f1t. 0 160 300 224 Payettewife St. Mao Croasdaile Wetland Delineation A G Architecture . site 1400 a 4 e r?toeee.s6z y Site Diagram o g `JPgNGLEtZ d:1•YL2760&Q387 i $ K Durham, North Carolina ©p,.y e Q zoo4s unyeaxro?me e i. G< 2 _...,._. r-, .11 1n?.. rr.::.19i9)546-0754 - ------- ---- a / / 403k ft `??. 1 1 ti 1 11 ._4, 1? f 1 1 ? p I 1 ,a 1 1 I\ 411 1 1 , °ra soar MHI 1 ? .9 1 1 1 ? '? ?& x NI U) 1 ----- - tk 091 1 ARpok ?^r' / .41 cl- ------------ ---- s--- ? C l-1LiY'P?:-.n -ter r f ! 1 .? / ? •, - - - - ? 224 r-aycE ve 5t. Mau CroaSdalle Wetland Delineation A G Architecture ?e°400 Pot0R=Bm387 v rJ' Cream B SPANGLER R**•c27=-m a Durham, North Carolina iA p 2°0, R 3 ENviPOw.4v4TlL, wG.(919)54GW54 1 1 1 / arr•Rgy,,,? '" / oil 1 1 1 1 1 1 1 I,o.ti Planning ® Fermiti-ing August 18, 2004 Ms. Deborah Sawyer NC EEP 1619 Mail Service Center Raleigh, NC 27699-1619 VIA FACSIMILE (919) 733-5321; al RE: Upper Neuse River Ripari Dear Deborah: We would like to receive coverap Corps Action ID: 200421348 Project Name: Croasdaile Viilag, Location: Durham County. UT (i impacts Requiring Mitigation: Ri Mitigation Credit Requested: Rip Please confirm possible coverage we may include your response in response. Sincerely, Spangler Environmen 1, Inc. James A. Spangler President 224 Fayetteville Street Mal x9GI-BiMaxketStreet Wilmington,N.C July 30, 2004 To Whom It May Concern: The letter serves to inform you that Croasdaile Village Retiremt 2600 Croasdaile Farms Parkway; Durham, NC 27705, hereby a Environmental, Inc. to act as our technical agent for the purpose issues, including wetland and stream identification, permitting r regulatory agency coordination at.the property known as Croas( Community, and as shown in Durham County records as Parcel I.D.. # 173145. All site visits by regulatory personnel must be c with our agent, Spangler Environmental, Inc. This letter superc related correspondence. The following contact persons should be copied on all correspoi Property Owner: Howard DeWitt Croas"le Village Retirement Community 2600 Croasdaile Farms Parkway Durham, NC 27705 919-384-2510 Agent: James A. Spangler Spangler Environmental, Inc. P.O: Box 387 Raleigh, NC 27602-0387 919-546-0754 919-546-0757 (Fax) Sincerely, ;R Howard DeWitt Executive Director 2600 Croasdaile Farah Parkway ® Durhain, Not 800-960-7737 e 919-384-2000 ® FAX 9 fill, 7 4 " o ?, ? ?-(:) L p'Cciv? I CLA I"= 5-0' or S c-cJe- rkAAQ- toc+pvA 4 cUr,-iv cv-l-r A?SA - - ?) kle&?e- P ipc ,:56 ?? J_? 'r r --? (I/vL f US (f .0 V ?-? TASeLoe- UU vi qau ??\-fe 6 cr IMF ?ti ?' or A,e ?A'a00 S b 4 ??- "--c' N'? t Irr e-s6c"., i S-c) V DWQ# yd 7 Date Who Reviewed: Plan Detail Incomplete ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. --- - - -- ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater.management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. IV. ''• ; ? Please indicate whether or not the proposed impacts already been conducted. Avoidance and/or Minimization Not Provided The labeled as on the plans does not appear to be necessary. Please eliminate the yr provide additioM information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to .the Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $. This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the, application: ? Please provide a signed copy of the application. ? Please provide copies of the application, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. DWQ# 142-7- Plan Detail Incomplete Date ep • ZI - O-4 C Ople S ? Please provide a location map for the project. Who Reviewed: Wq(4,o A L-?:_ lI?.TT? r?E'/t.WV ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes.on the site plan. t> t I'ld? [? Please indicate all buffer impacts on the site plan. ' " r ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. >'U?? de t*xS Z `. 3 ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. -? Please provide cross section details showing the provisions for aquatic life passage. - - -- - ? Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwater. management practices as required by GC -( Please provide detail for the stormwater management practices as required by GC 4- Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. Please indicate the diffuse flow provision measures on the site plan. Ss .0 _ Please indicate whether or not the proposed impacts already been conducted.` `G? Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the Please revise the plans to minimize the impacts. ? The stormwater discharges .at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $. This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. Please provide J copies of the appliea&AO, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. c,;.f.i +. ?.s._Tyei 'V'!?`-. n?j,,-. l:•:A, Ss <:.? ?%??,??' • 3 1?r • r., CIS , ? ^ •- . e ? tr ?? p W e 1? C r L U m N } ? o m a P- _ a) m0 O N mci n O .n . u?S O C C:l ,s ,, 13 C5 ? '- ru _ rU Q N m o O FT :: '? v O m ) 4) Z U ¢ G O w ? ? COC) r q ri v r-I O O C- O U a? x ?? a cs a? cq ? 'IT cq C14 7 "O UUy r+ N CC Z4 O p 00 U N A A U a E U_ y a a E ?rrlr • CD a (D M m N N (D "a n ? d .. zco? c N coo C) C:) O 41 (D ? ao ? Q cn cn VI u Q 3 cn Q O X • C z m m 0 m m 0 D r CO m 0 t m i C0@ Run -021 n r: ? w (a n ip co a) YY ? ? ..;! ?S N T d Q 3 y W m z Via' a T Q CD . c m w m ? m O C3 C3 Ir C3 C3 M O ru ru C3 Q' Ln -.] O 3 N A m C 7 N m R N N N C7 C7 ? n 0 oy ?Zw CD N J J N O CD d? G IN y R "CD Y. N ? o O 3 G D G 0 a a y (D Q O oo -V cuo n s o 3 a 3 ? s =r m ?f 0 M m CD M ?OOOytwnm team M !A N_ w N s v coo-" CD U =r ?wWaCDG- x wO N '?! W - o aC4 or> y =r O 'o _ N O (D Er T. o 3 O (D O w c w a3a CD W N n @ N 9 f, w'. ? ?? m smOR• c (o• m M m a (D N 2) A m N CL m N ?A ? p m T O C ? 7 N ? N n CD °-'• v 0 _ID N N 0 9 (D 3 7 Q l (/1 v ?? W X D F O M (n 7-) m m N N• SD (1) jr CD N N c t? Q r 0Q. C" N Q m (? w m 7C Z Q CL N O• 3 O m rosy C 3 ? o m °^ Dam N 0 Q N N y .7 CD '2 co a - m c ?LL N °id O m a) Z NZa'E CO) rocna`) u aDn. • X O c_ CL N co N _ 7 d N 3 .s N w as R p U > N Q L s. O O N C ' U pq o Q o U 9 z •` W ? U a a o Q? y N ct z3Nct a? (L N U) SPANGLER ENVIRONMENTAL, INC NC DENR-DWQ-Raleigh Date Type Reference 08/25/2004 Bill permit 7032 8/25/2004 Original Amt. Balance Due Discount Payment 200.00 200.00 200.00 Check Amount 200.00 ?El(AN?is 1401 t ROUP AUG 2 7 2004 WAS ER QbAUTy SECTION North State Bank permit for Croasdaile Village 200.00 ? 3?CG,xa_y vent, off. Review Do n ?,,.27'O? i tt?M4 t,-? .. > A ?Fv St-,jet to RO more ,info. lett??l Mixer t?sw 9.2j -a 4 ??`? vxn = Z4D i A-4?er ?vLi ?? rn,auQ «Fb• jL A,zj 40 Z b less . ,, X 0 0 -?V ( O.O 9 6 a c? f a d- M n N N n O v 9 9 8 0 iT IZZ 0 0 v a H � j -'O -I z 0 Y rm-lrz=D =_ZDm V =CnC)0 z 1..1 o r m t7 'CMZ . baa Cn ~' 1 O Z BACK OF CURB X Y -A- --_ m � PLAN L-1. X _ _ _ _ FRAA_IE PRATE AND HOOD TOP ELEVATION SEE STD.NO. 840.03 STEPS - STD. N0. 040.88 STEPS STD. NO. 840.68 r- M N. MIN. ------ -- _ A x TOP ELEVATION _ _ E .-- A W r L B 6 iA ~ o. . a. . e, Ey) _ ..o'.o •.o.�.� 6 x x Iv rJ7 ' SECTION Y -Y C MIN MIN. allG D�IIN. D D MIN. pRISER HT. 61 C. i D VARIES _ _ M - A C) v LL 6„ MIN = p SECTION J -J MI WHERE 30" TO 36' PIPE IS USED �E-� SECTION M -M WHERE 42" TO 54" PIPE IS USED " H RISER HT. �. ... .. Z VARIES mI LJ o------ ------ err WHERE 42" TO 54" PIPE IS USED NOTES: MORTAR JOINTS Y7" TO Yf' THICK. GRATE AND HOOD � IIIII'III III USE CLASS "8" CONCRETE THROUGHOUT. N0. 840.03% 1m-1z�-pi=D TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE BOTTOM BLAB. 1'•0" =�00 Z'"'Orm DEDUCT FOR PIPE($) FROM TOTAL CU. YDS. OF BRICK MASONRY. o�D O PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" - 0 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.68. CU. YDS. CONC. IN BOX USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. _ - SECTION S -S SPAN USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS M MIN. HEIGHT DIMENSIONS BARS•U OF SECTION 840 OF THE STANDARD SPECIFICATIONS. 8 z n N TOTAL IF REINFORCED CONCRETE PIPE I8 SET IN BOTTOM SLAB OF BOX, ADD TO SLAB e" W j r _ x AS SHOWN ON STD. NO. 840.00. MIN. STOP ELEVATION NORMAL GUTTER LINE `\ N. N. MIS FOR 8'•0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE 12" WALL TO 8'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING MIN. D LENGTH EXPANSION JOINT 24 W-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. -I "V" [N K4LL8 vvE 1164 CONSTRUCT WITH PIPE CROWNS MATCHING. -i C 4 BAR @3 EQUAL SPA ES 2'-2' CHAMFER ALL EXPOSED CORNERS 1". 2'•S' C QCPTTnm Y -Y z DRAWING NOT TO SCALE. _ _ _ _ FRAA_IE PRATE AND HOOD TOP ELEVATION SEE STD.NO. 840.03 STEPS - STD. N0. 040.88 STEPS STD. NO. 840.68 r- M N. MIN. ------ -- _ A x TOP ELEVATION _ _ E .-- A W r L B 6 iA ~ o. . a. . e, Ey) _ ..o'.o •.o.�.� 6 x x Iv rJ7 ' SECTION Y -Y C MIN MIN. allG D�IIN. D D MIN. pRISER HT. 61 C. i D VARIES _ _ M - A C) v LL 6„ MIN = p SECTION J -J MI WHERE 30" TO 36' PIPE IS USED �E-� SECTION M -M WHERE 42" TO 54" PIPE IS USED " H RISER HT. �. ... .. Z VARIES mI LJ o------ ------ err WHERE 42" TO 54" PIPE IS USED J E -+I M _ M A m I HEET 1 OF 2 DETAIL SHOWING METHOD 840.01 OF RISER CONSTRUCTION PLAN PLAN v S-1 EXPANSION JOINT �'o Z0 Err E� \ 4' 6rr 4r Brr r T 0 " 81, 8 STD. 840.03 FRAME, m z = -1 N4 BARS V " __4 > �U�A 1 1 GRATE &HOOD j 2ODnym 3" = Cn O o -�--r �- z ,.., I- m i ai 00" T 1 ' �IIIIIIIIIIIIIII - � IIIII'III III o 0 LL. 1m-1z�-pi=D w¢ W= =-n >m y DIMENSIONS OF BOX AND PIPE =�00 Z'"'Orm TOP SLAB o�D O S Uj IL 0 J E -+I M _ M A m I HEET 1 OF 2 DETAIL SHOWING METHOD 840.01 OF RISER CONSTRUCTION PLAN PLAN v S-1 EXPANSION JOINT �'o Z0 Err E� \ 4' 6rr 4r Brr r T 0 " 81, 8 STD. 840.03 FRAME, m z = -1 N4 BARS V " __4 > �U�A 1 1 GRATE &HOOD j 2ODnym 3" = Cn O o -�--r �- z ,.., I- m i ai 00" T n z �D Cn0 z 1 R LA �IIIIIIIIIIIIIII - � IIIII'III III I� 0 LL. n z �D Cn0 z 1 R LA ?a R w y 1,_ A = Uj 1 ' PLAN 6, D CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES TOP ELEVATION 8rr EXPANSION JOINT-7�j USE ON FLAT GRADES 2% AND UNDER 13 0 LL. 1m-1z�-pi=D w¢ W= =-n >m y DIMENSIONS OF BOX AND PIPE =�00 Z'"'Orm TOP SLAB o�D O S Uj IL 0 0 - -= DEPRESSED GUTTER LINE EXPANSION JOINT CU. YDS. CONC. IN BOX PLAN OF TOP SLAB SECTION S -S SPAN WIDTH M MIN. HEIGHT DIMENSIONS BARS•U ELEVATION -W z n TOP BOTTOM TOTAL IIRICK 01111 NORMAL CURB AND GUTTER ON LIGHT GRADES W j r _ A 8 C G STOP ELEVATION NORMAL GUTTER LINE `\ N Ci 0 g" E -�{ N8 "W" BARS I LENGTH EXPANSION JOINT 24 LBS. -I "V" [N K4LL8 vvE 1164 USE ON GRADES OVER -i C 4 BAR @3 EQUAL SPA ES 2'-2' -- -- 2'•S' C = z v O '° DEPRESSED GUTTER LINE EXPANSION JOINT -J 10" MAX B'-0" _I v 0.261 0.883 1'-0 rr ! I = - 15" M4 BARS "U" 11� 3'-0" to ELEVATION H a 3E SECTION R - R 1.244 NORMAL CURB AND GUTTER ON STEEP GRADES 0.047 18" 3'.0" 2'-2" 3'-3" m T4 z MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)" ►-+ = CS V ILL _j Z 0 LL. 1m-1z�-pi=D w¢ W= =-n >m y DIMENSIONS OF BOX AND PIPE =�00 Z'"'Orm TOP SLAB o�D O D D Uj IL 0 0 _ CU. YDS. CONC. 840.01 3000 #CONC. COLLAR /n" nnWCI DIAL M rnD r-er u cincl Z oz v vM Q Qat MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)" ►-+ = CS V ILL _j " * :0 Cl) 0 LL. 1m-1z�-pi=D w¢ W= =-n >m y DIMENSIONS OF BOX AND PIPE =�00 Z'"'Orm TOP SLAB o�D LU D D Uj IL 0 0 J CU. YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS•U BARS -V -W TOTAL TOP BOTTOM TOTAL IIRICK 01111 TOTAL lRlCK AND ONE PIPE D A 8 C G H E F N0. LENGTH N0. LENGTH _BARS N0. ''LENGTH LBS. SLAB SLAB CONC. [N K4LL8 vvE 1164 1..1 CD Ica 12" 3'-0' 2'-2' -- -- 2'•S' z v O '° 0.281 0.261 0.883 0.020 0.042 15" 3'-0" 2'-2" 3'-0" - 0.281 0.281 0.963 1.244 0.031 0.047 18" 3'.0" 2'-2" 3'-3" _ 0.281 0.281 1.043 1.324 0.044 0.085 24" 3'•0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 30" 3'.0" 2'-2" 3'-4" 4'-3" 1'-2" 4' 4" 4 1'-e" 3 4.1" 3 4'-1" 45 0.147 0.374 0.521 1.808 2.217 0.722 0.184 36" 3'-O" 2'-2" 3'-10" 4'•9' 1'-8" I 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.802 1.914 2.518 0.178 0.261 42" 3'-O" 2'•2" 4'-5" 5 -3 1'•5" 3'-8" 4 1'•9" 3 3'-3" 3 3'-3" 3B 0.135 0.373 0.508 2.152 2.880 0.240 0.371 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3 8" 4 2'-8" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477 54" 3'-0" 2'-2" 5'-7" 8'-3" 2'-7" 3'-8" 4 3'-0" B 3'-3" 3 3'-3° 47 0.211 0 448 0.859 2.808 3.485 0.388 0.596 3000 #CONC. COLLAR /n" nnWCI DIAL M rnD r-er u cincl Z oz v vM Q Qat ~Qoz ►-+ = CS V ILL _j " * :0 Cl) 0 LL. 1m-1z�-pi=D w¢ W= =-n >m y aU�01O-1 Ow =�00 Z'"'Orm C~i)F=- COCI1a o�D LU D D Uj IL 0 0 J z li MEET 1 OF 2 SHEET 1 OF 2 840.01 840.03 z v o� v-0 H< C� g Q ¢ 1-1 ' z GNU �1,0.1Oz LLJY"z m0 -" -ice 00U)= "z� W LL. 3F =-nD m QOOH =woo I--= zw z1.1�r -n LL N0�Co � � D CL LU Cn z 11 z 43 NOTE: USE TYPE "E", "F" AND "G" GRATE UNLESS OTHERWISE NOTED. m i 1 r A, A ALIGN FRAME WITH INSIDE c--'� EDGE OF WALL TO ALLOW -� FOR VERTICAL ADJUSTMENT v �---� � WALL SECTION -� SECTION - BB m PLAN FRAME,GRATE, & HOOD ASSY 81r 2' X. I I K L M SECTION - AA SECTION - KK Z ow 1.4>- Z Cr N I�JON K T O O = z LA LL N N Q ►- �-' �- = ZW SECTION LL SECTION - MM p z► -i rr I . N , W � SECTION PP SECTION - NN - R „ 2 -Opt II - T 1 a` II O 4U 74 r 2' R HOOD ELEVATION DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. TYPE "G" TYPE "E" TYPE "F" WATER FLOW SAG - WATER FLOW - •n --------------------------- - - - - -- - WATER FLOW SAG WATER FLOW Cn r M H m Cn Z v = TYPE "F" TYPE "E" TYPE "G" G) Cn N D z z y RAISED FLOW ARROW P 244 HIGH OO n o " - I'trr p 0 Z 2'- 1" SECTION A -A SHEET 2 OF 2 ISHEET 2 OF 2 TYPE - F " RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.0 1 I 840.0 3 �27 3/4_�3/4- E 27 3/4" PLAN OF FRAME W17. 120 LBS. 2 1/2" SECTION B -B 1 3/ 1 1/� 1 3/a:- 24" 24�AN OF GRATE WT. - 132 LBS STANDARD DETAILS AND SPECIFICATIONS OF CASTING FOR CATCH BASIN - TYPE 'B' NTS 2'-1144 J r+ i 0 rr all 05 N 1 rr ,,pppp r ,r SECTION - JJ 5 rr 3" R It I �V j` ra If' J�L T T 4$'$" SECTION - RR 2%" 11.42� 1 0,8 i1 9Nrr 1 Lt" SECTION B -B Z LL C) Q = m O 3 Z W c1-zd N •1 0 JWW z1 W L. _ O I.L. 840.03 z o� I~- Q QQQ3 M=fir; 000=z Q � 0 CD I- O=IL0J O z > CL I Q f� 1 rr 214 Z i0 LL O m SECTION A -A 0 TYPE - E Q a v '4 RAISED FLOW ARROW2 rl 0 p HIGH W rr T NT CA 1 T; Co z 0 O W LU•I,�rr �� H z 1 l R herr W LL.0 2'-11 � " Ji - w i rr TYPE G SECTION A -A SHEET 2 OF 2 C� 840.03 ^•^T `)N H-20 RATED GRATE ,IS AVAILABLE 4" TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR -35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 10" INLINE DRAIN STANDARD GRATE DRAIN AREA = 29.7 SQ. INCH CASTINGS ARE RATED FOR LIGHT WHEEL LOAD TRAFFIC QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 308 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 10" DUCTILE IRON GRATE THE INLINE DRAIN CAN BE USED TO THE INLINE DRAIN CAN BE ENTER AN EXISTING LINE BY USE OF USED AT THE BEGINNING OF A RISER AND A TEE � A DRAIN LINE PLACEMENT SECTION 10" INLINE DRAIN �I LEV. _ (SEE CHART) i PZOW 1 NgTURq�'ti.. GROUND 4"x4" CONCRETE LIP NOTES: 1. LEVEL SPREADER TO BE CUT INTO NATURAL GROUND AND CONSTRUCTED PARALLEL TO EXISTING GRADE. 2. 4"x4" CONCRETE LEVEL SPREADER LIP TO BE CONSTRUCTED COMPLETELY LEVEL ALONG ENTIRE 10' LENGTH, ANY PORTION OF THE LEVEL SPREADER THAT IS NOT CONSTRUCTED COMPLETELY LEVEL WILL BE REPAIRED OR REBUILT AT THE CONTRACTOR'S EXPENSE. LEVEL SPREADER These drawings are instruments of service and as such remain the property of the engineer, No copies or reproductions of these drawings are permitted without consent of the engineer. Upon completion of the work ali drawings(except the contract copies) are to be returned to the engineer. Copyright Duane K. Stewart & ASSOCIATES, INC. CONSULTING ENGINEERS Civil • Sanitary • Environmental Planning • Design • Survey 3715 University Drive Durham, N.C. 27707 fox (919) 9(9119) 4 9096165 e-mail: infoOdkso-tsi.com www.dksa-tsi.com SEAL ,111,still 11,,,,, %% CARP ''•. �O •FES '. a AL 2630 i .•, P Ciq�.• ,.001111 O \ REVISIONS SCALE: N.T.S. JOB NO. 1191-01.10 DRAWN BY: DLP CITY OF DURHAM CHECKED BY: WTO PUBLIC WORKS DEPARTMENT APPROVED ENGMEERING DATE M STORM WATER DATE SHEET TRANSPORTATION DATE M �� DATE ' 2 °"'E O FINAL DRA�YING -NOT RELEASED FOR CONSTRUCTION � OF 28 7D m 0 LL. C O z G) 1-I v LU p m H Z 3 aacma a 1..1 z � �p� c = y vm> D z ¢�`0 o a N v Y naD -i 2 !� �• N r = v O 1..1 CD Ica D O -nW LU z v O '° MEET 1 OF 2 SHEET 1 OF 2 840.01 840.03 z v o� v-0 H< C� g Q ¢ 1-1 ' z GNU �1,0.1Oz LLJY"z m0 -" -ice 00U)= "z� W LL. 3F =-nD m QOOH =woo I--= zw z1.1�r -n LL N0�Co � � D CL LU Cn z 11 z 43 NOTE: USE TYPE "E", "F" AND "G" GRATE UNLESS OTHERWISE NOTED. m i 1 r A, A ALIGN FRAME WITH INSIDE c--'� EDGE OF WALL TO ALLOW -� FOR VERTICAL ADJUSTMENT v �---� � WALL SECTION -� SECTION - BB m PLAN FRAME,GRATE, & HOOD ASSY 81r 2' X. I I K L M SECTION - AA SECTION - KK Z ow 1.4>- Z Cr N I�JON K T O O = z LA LL N N Q ►- �-' �- = ZW SECTION LL SECTION - MM p z► -i rr I . N , W � SECTION PP SECTION - NN - R „ 2 -Opt II - T 1 a` II O 4U 74 r 2' R HOOD ELEVATION DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. TYPE "G" TYPE "E" TYPE "F" WATER FLOW SAG - WATER FLOW - •n --------------------------- - - - - -- - WATER FLOW SAG WATER FLOW Cn r M H m Cn Z v = TYPE "F" TYPE "E" TYPE "G" G) Cn N D z z y RAISED FLOW ARROW P 244 HIGH OO n o " - I'trr p 0 Z 2'- 1" SECTION A -A SHEET 2 OF 2 ISHEET 2 OF 2 TYPE - F " RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.0 1 I 840.0 3 �27 3/4_�3/4- E 27 3/4" PLAN OF FRAME W17. 120 LBS. 2 1/2" SECTION B -B 1 3/ 1 1/� 1 3/a:- 24" 24�AN OF GRATE WT. - 132 LBS STANDARD DETAILS AND SPECIFICATIONS OF CASTING FOR CATCH BASIN - TYPE 'B' NTS 2'-1144 J r+ i 0 rr all 05 N 1 rr ,,pppp r ,r SECTION - JJ 5 rr 3" R It I �V j` ra If' J�L T T 4$'$" SECTION - RR 2%" 11.42� 1 0,8 i1 9Nrr 1 Lt" SECTION B -B Z LL C) Q = m O 3 Z W c1-zd N •1 0 JWW z1 W L. _ O I.L. 840.03 z o� I~- Q QQQ3 M=fir; 000=z Q � 0 CD I- O=IL0J O z > CL I Q f� 1 rr 214 Z i0 LL O m SECTION A -A 0 TYPE - E Q a v '4 RAISED FLOW ARROW2 rl 0 p HIGH W rr T NT CA 1 T; Co z 0 O W LU•I,�rr �� H z 1 l R herr W LL.0 2'-11 � " Ji - w i rr TYPE G SECTION A -A SHEET 2 OF 2 C� 840.03 ^•^T `)N H-20 RATED GRATE ,IS AVAILABLE 4" TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR -35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 10" INLINE DRAIN STANDARD GRATE DRAIN AREA = 29.7 SQ. INCH CASTINGS ARE RATED FOR LIGHT WHEEL LOAD TRAFFIC QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 308 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 10" DUCTILE IRON GRATE THE INLINE DRAIN CAN BE USED TO THE INLINE DRAIN CAN BE ENTER AN EXISTING LINE BY USE OF USED AT THE BEGINNING OF A RISER AND A TEE � A DRAIN LINE PLACEMENT SECTION 10" INLINE DRAIN �I LEV. _ (SEE CHART) i PZOW 1 NgTURq�'ti.. GROUND 4"x4" CONCRETE LIP NOTES: 1. LEVEL SPREADER TO BE CUT INTO NATURAL GROUND AND CONSTRUCTED PARALLEL TO EXISTING GRADE. 2. 4"x4" CONCRETE LEVEL SPREADER LIP TO BE CONSTRUCTED COMPLETELY LEVEL ALONG ENTIRE 10' LENGTH, ANY PORTION OF THE LEVEL SPREADER THAT IS NOT CONSTRUCTED COMPLETELY LEVEL WILL BE REPAIRED OR REBUILT AT THE CONTRACTOR'S EXPENSE. LEVEL SPREADER These drawings are instruments of service and as such remain the property of the engineer, No copies or reproductions of these drawings are permitted without consent of the engineer. Upon completion of the work ali drawings(except the contract copies) are to be returned to the engineer. Copyright Duane K. Stewart & ASSOCIATES, INC. CONSULTING ENGINEERS Civil • Sanitary • Environmental Planning • Design • Survey 3715 University Drive Durham, N.C. 27707 fox (919) 9(9119) 4 9096165 e-mail: infoOdkso-tsi.com www.dksa-tsi.com SEAL ,111,still 11,,,,, %% CARP ''•. �O •FES '. a AL 2630 i .•, P Ciq�.• ,.001111 O \ REVISIONS SCALE: N.T.S. JOB NO. 1191-01.10 DRAWN BY: DLP CITY OF DURHAM CHECKED BY: WTO PUBLIC WORKS DEPARTMENT APPROVED ENGMEERING DATE M STORM WATER DATE SHEET TRANSPORTATION DATE M �� DATE ' 2 °"'E O FINAL DRA�YING -NOT RELEASED FOR CONSTRUCTION � OF 28 These drawings are instruments of service and oe such remain the property of the engineer, No copies or reproductions of these drawings are permitted without consent of the engineer. Upon completion of the work oll drawings(except the contract copies) are to be returned to the engineer. TOTAL EXISTING IMPERVIOUS AREA = 1.58 AC. Ca ri ht c 2004 PY 9 ~ _ - 0 i ~s~ ~ ~ ~ ~ _ ~ - _ ~ ~ ~ 1 - _ a ~ _ ~ - _ - _ uane tewart ti _ ~ - - - _ ~ ASSOCIATES, INC. a CONSULTING ENGINEERS 1 ~ ~ ~ ~ ~j ~ i i ~ J - ~ ~ _ 3, Civil ~ Sanitary ~ Environmental ~ Planning ~ Design ~ Survey a 1 ~ 3115 University Drive 1 ~ _ ~ Durham, N.C. 27707 1 I 919) 490-2999 q- - 1 - fax {919) 490 6165 ~ ~ e-mail; info0dksa-tsi,com r ~ ~ _ _ www.dksa-tsi,com \ e ~ { ~ ~ / ~ ~ SEAL ~ II ~ ~ ~ I ~ ~ \ ~ _ u ~ - ~ ~ ~ l ~ 1 v_ _ _ 1 a ~ i ~ 1 \ \ ~ • k \ ~ ; ~ ~ ~ I 1 ~ ~ ~ ~ P 1 \ ~ C ~ EXISTING IMPERVJ,OUS A~R€~ , i ~ q16 DRAINING TO OUTLET ~ , j~i 4` A N 1 p N 1 ~ _ N REVISIONS ~ ~ 1 1 ~ N 1 ? \ 16 ~ i~ i ~ 1 1 ' ? \ ~ ~ 1 ~ ~ \ ~ ! t ~ ~ 1 AR A 1 EXISTING I~PERVOUS E ~ axis E ~ ~ ~ - ~ ~ ~ y DRAINING TO OUTLET ~ ~ I k \ ~ i I t N A , ~ li J ~ Ati r ~ _ / i tie i ~ _ ~ \ rr r ! 1 1 ~ i m ~ 1 ~ 1 \ i ~ - i 1 i r 1 r 11~ \ k 1 i ~ ~ 1 ~ r ~ 1 \ _ \ a i ~ 1 f ~ s 4 Y \ r A S N ~ ~ ~ ~ ~ 1 1 N S L/ f 4~s ~ , b~ ~ ~~i~ ~ ~ ~ i y\, ? 0 ~ E~Er ~ I 'n~ ~ i tia a~, ~ A~, ~ DATE: 10-07-2004 ~ ~ ii ~ ~ i ~ SCALE: 1 "=50' JOB N0. 1191-01.10 DRAWN BY: DlP 1 j CHECKED BY: WTO 400' P~ ~ 1S (yoD 6V 400' d a 40' GRAPHIC SCALE M SHEET ~ Sb as 4?s z 50 0 25 50 100 V 1 inch = 50 ft, O op oo 1~ i Of 2 0 4 00 k* These drawings ore instruments of service and as such remain the propperty of the engineer, No copies or reproductions of these drawings are permitted without consent of the engineer. Upon completion of the work all drawings(except the contract copies) are to be returned to the engineer. i - Copyright © 2004 m ~ PROPOSED IMPERVIOUS AREA = 1.33 AC. TOTAL _ / g ~ \ - - ~ ` _ 1 ~ ~ = ~ ~ ~ - uane tewart ~ - - - & ASSOCIATES, INC. _ _ / - a CONSULTING ENGINEERS s ~ - _ -Q- Civil Sanitary ~ Environmental ~ ~ Planning • Design • Survey ~ - 3715 University Drive _ ~ Durham, N.C. 27107 - ~ ` 919 490-2999 ~ ~ ~ _ = = = - z 919 490-6165 _ , fo ( ) e-mail: info0dksa-tsi.com www.dksa-tsi.com / I VI ~ ~ ~ ~ \ R~ \ ? J i ~ ~ sEAI_ r,, ~ ~ k _ \ .P ~ ,tY - N r ryy. A r. - Il. 1 ~ ~ ~ ~ ~ ~ ~~n ~ ~ 4 _I \ 3 t 2 f ~ PROPOSED IMPERVIOUS ~ ~ l I A \ A P 1~ N Iv CT A ? \ 4,6 AREA DRAINING T,Q OUT~ET- j REVISIONS ti \ \ \ a ~l5 \ ~ , ,.~q, a~` r, , PROPOSED IMPERVIOUS AREA DRAINING TO OUTLET ~ A ~ ~ ~ • ' A ~ ~ ~ 3 ~9 \ 'h 2 i I 4~ 4 ~ ¦ J I l ~ X A a ~ B ~;~L ti .f( + tp 1 ~ i 4 .a. N.~w ~ d ,1 a 1 Y° I r r~r ~ b h}.~G y-r ! 1 ~ F i :~w~ ~ m r.~^ ~ y~ n PROF~OSED ~ . N , eke t s~k ~ ~ ~ 1 ~ ~ - LET ~ ~ J. ~ e ~w ' ~ i~ ~f~ 2hw .e~_r; K ~'~;x ~~s~~' ~r. t ~W._ 2~ r 4~'~ l ~ ` ~ + 5.` ' ~ $i `~it:,",~ ~ is o I ~ 1 ~ 4; ~1 I v~:~ ~..}~t 1 ..tin a~'~r` i.- b"~~~-y~ `rJ~l~~~(~ 1 I~ M F 4. I rr...- ~ ~ ~ , ~ ~ r„ I rat ~ f t k 1~ / x. ' . ' ~ a `,v ~ °+=ra 4 O 4 \ 2~ ~ ~ ~ a ~ > rr - ~ --_J - a ~''y ~ € _ ~ A 1 N 4 ~ 26 r \ ~ ~ \ I ~ I _ / ~ ~ ~ 8 - % ~ ~ n~m~ ~ s ~~r o ~ ~ ~ ~ R ~ ~S i P ~ ~ \ ~I I # p rF~Fr l J o ~ III ~ J I ~ ~ ~ ~ ~ I y,\ - ~ ~ l x , IN i s;' , J „ti ~ ~ r ` ,,ti s. ~ - DATE: 10-07-2004 d ~ ~ ~ r~A ~ M 1 7 ~,,~~;~r SCALE; 1 =50 a ~ , , ,~i k w- 1191-01,10 JOB N0. ~'ri _ ~ Y ~ . DRAWN BY: DLP it I CHECKED BY; WTO - I ~ 13l~5N?D 1~ ~ / a a GRAPHIC SCALE M SHEET ~ +4 % o ( ~ Rya o / R?Q z 50 0 25 50 100 g ~ 1 inch = 50 ft OF 2 I I'Y6 I 000 4 50' WIDE STREAM UFFE~ AS „ LEVEL SPREADER MEASURED FROM T OF'BANK 4 SANITARI TO DIFUSE FLOW 4" SANITARY SEWE SERVICE W/ ~ ~ " GROUND LEVEL HVAC CLEANOUT (TYP, ~~c::n ~ EITHER SIDE OF STREAM 1 ve tai/+s+ CLEANOUT ~ omo t~ x~ ~ / ~,~*,g,~; . SYSTEM (TYP.) 6'~ ~ RIP AP - ~ d~ APR ~ ~y. -s~~~ 24 LF - 24'~~ RC Y ® , LEVEL SPREADER n aY~~ TO DIFUSE FLOW ~ ~n by ~ ~ w ~ I J ~.~~..~7. _ JB 2 ry 0 ~ I Q ~ ~ q ~ 1 , a - , . 1 ~ .1 2 F ` 4" R ~ L 2 C s N - ~ 0 x 38 LONG x 4 ~ Da 2 x 5 HIGH li~~ ®1?:??x ?g8e ~ ; ~ I CONSPAN STRU, ~ (DESIGNED ® Z ~ , , - , 1 ~ FES 1 BY OTHERS ~ 1 ~ r ~ ~ ) r~ ~Q CB 16 a _'--_J I ~ ' 1 -~-''~i'~ STA. 11 +51.49, LT,~', ~~"r I EXIST, 8" PV ~ ~ Q~ vv" 116 LF - RCP 5 CONC, ~ ~ r - ` ~ r~ /C - TO BE REMO ~ ®~,P~~ w ~ I S/W (TYP.) ~ a - I INV, IN - ~~r~ I ag H.C. RAMP BLD{:~ ?`a ~ INV. OUT = { ~ IMITS OF NCE - _ g 1 (5,042 S.F. ~R n 3 (TYP.) ~i ~ (2) GAS METERS IMPACT I- ~ ' 24" ROLLED ) TYP, AS METERS ~ o a , R ~ 1 7 r---~_ _ DAVISON ~ _ _ { ~ DRIVE w _ ( ) _ > ; ES 5 a e ~ r> 8 _._L I, I ~ CURB (TYP.) INV. _ 8" TEE W/ ~ ~ ~ ~ TEMPORARY 1" BLOW-OF ~ ~ ~ r _ ~ I - ~ ~ 2 ~ I I ( ) - - ' ~ ~ ~ TIE (2) 8" G.V. (PRIVATE STREET) d I ASSEMBLY 5 MIN. ND~ N ~ 2) ~ ~ ( E D I _ - F - 22 LF , . - 23 L r`18 RC I RCP .r STA, - 1 ~ , ~ ®3 ®?,??y, H.C. RAMP N ' OF PAVEMENT) (TYP.) i X (n,P) STA. 26+99:37, D~ 4. 26+99,37, DAVISON DRIVE = ~ . I DIP W LII+DD I - - . - _ i / ~ „ ~ , s>~ { N CB 3 23 LF - RCP P 24+29.42 SANITARY S E I = ~ _ ~ 79 _ - _ SANITARY S ER OUTFACE B ^ ~ I~.Da~ R.~ ~~~uo ''fI~UR~~EYEL~P Nf _ ® 9y, . -1 _ ~ ~ _ ~ - - I ~ rn F- _ S~ 1 "1 14+ R-sao. 00 4 BARRETf S CHAPEL = _ _ ~ ~ ly. 506'30'S6'W S00~ I _ - - -2a.zo' + ~ s,~ ~ „ ~ DAMSON DRIVE -astoreo,_ e ~ . - ~ ~ IP W g SSMH STA _ vs as _ -20 .oo g IP , + _ _F STA 5.5~ RT. _ ~„M --I--M --M ~ G ~ / + I ~-XJ-SIr~ ~ a ~ o ~ ~ ~ _ - _ ~ _ STA. 28 - i ~ ~ 23+89.42 ~ I~~ ~'-s EXI FH '8 CB 18 { I ° { { SSMH STA. '11+ 6.26 3 RT. " ~ ~ ~ I ~ m` t'~ FCP N ~ rF~ ~ A „ Q- ~ ` I ry~_,~ 24" ~ ~ ~ _ 72 LF R P C 9 1 h ' o 00 P _ i STR ( EET) ry ~ ~ _ _ '°f I CUR TYP ~ I_ i ~ ~ i B ( e I.. / - - j j 5' CONC. 1 EXIST. 18" ~~C TO - - I 5 I 2 FIRE PROTE TION S CE ~ i i ~ n k I - _ - ~ S/W (TYP.) I BE REMOVED 1 51 LF - RC I r-- ~ ' ~ I „ ~ - mg i i ( ) 7 77 I---- _ ~ 'I , , . ~ ~ 24 ROLLED m ~ ~ a I A ~R ~ .I I - REMOV~~' BLO -OFF ASSE Y I { I { ~'t CURB (TYP.) I y, 1 N ~ ~i~~~~ ':I'~ - AND Fh(TEND ~ DIP W/L ~ ~'~..1 ;n I j \ ~ o v'- . Ei I 8 `E ~ z ~ 24 LF 18" RCP CB 7 z + ~ N 3 4" WAT R / SERVICE W/ ti ~ I < ~ ~ ~ , . ~ STA, 13+11, RT. :~'>'r~ a . ~ r - - _ I _ TA 1 1+ 1 5 .4 _S 9 RT _ ~ , ' INV. IN ~ - - I ` T C - - .,~a t~ I ~ _ r I ~ ~ INV. OUT ~ ' INV. IN I ~ 8 r r,I .T INV: Otf# _ ~ ~ I ~ A I N 99 ~1 (CONVERT TO DI) ~ ~2+ 25+58.80 ~ o CITY OF DURHAM U' crH 11 ~ha 5'~ ;r. }hi- ~ ~ I P ~ W , N PUBLIC WORKS DEPARTMENT ~ f X ' - a~ ° GB 8 ~ 1~ - ~ ~ STA. 13+82.75, RT. EXIT' I J'J. IN - 4C4.4~ i a ~ APPROVED tXl`~T_ IN 1 - 4f14 - ~ ~ N ~ 25+28.88 to ENGII~ERMC DALE '~e NEW INV. OUT - 404,22 I~IV. OUT = ~ z,~~r 4 ~ ~ STORN WATER DATE i k 1RAN5PORTAiION DAIS i 5' CONC. ~ ~ S/W TYP. r'' ( ) DATE i~ 1 i~ DATE i TBM; NAIL IN 34" OAK AT SOUTHERN MOST ~ i PROPERTY CORNER ALONG CROASDAILE FARM PARKWAY HIGH POINT ELEV = 408.48 430 RIM = 415.52 (PRIVATE STREET) I I, I 1 I I HIGH POINT STA = 10+68.44 (PRIVATE STREET) ' ~ , ' I ~ ~ - ~ ~ ~ I ~ - ~ _ i ~ - _ I < .._a I _ , i -F ~ t- _ ' , 1 -a I ~ i- ~ I I. I I { I l I I r i I ~ I 1 - ~ - _ .__T 420 ~ ~ - I ~ ~ - 1 , : I I ; ~ ~ - - i ~ i I ~ I I 1 I ~ } , , 1 ~ I ~ I I C I - ~ - r ~ ! - : I 1 I ~ ( ~ I f ~P~ Et _ 40.97 I I I i I i- j ~ I ~ I 1 i ~ I ; I _ I I ' I j..-- I --I ..a_.. r ~a.-__L_ ~ ,.__.I =.1 I.- , ~ I I I l I. I , I a I i -I I 1 I 1 - r - - I I I ' I , ! - _ r , - 1 I 1 : ~ 1 1 I I I I I -a---~ ~ I 1- - - ~ - - ~ - - , { ~ 1 I 1` I I ~ i .D. ~:Ofi ~ i } ~1 ~ I ~ - - I ~ ~ _ i ~ ~ I _ - - ~ ~ I I I { I ~ ~ I ~ ~ I I i I 1 I ~ -1-- ~ ~ I I k I I _ . ~ i_ 11 I_ I- I I I ~ 1 r c r I - I I ~ I i I I . - - ~ ~ i I ~ I I I _ ~ _ _ - . j ~ _ , _ _ _ ~ i I 10x.00 VCI ~ I r i I ( ~ I i ~ ~ ~ F ~ 1- , -r - _ ~ ~ , - . _ - - , a_ pVF TA = 1. ~ ' - i ~ ! ~ t I m I ~ ~ ~ I ~ ~ _ _ _ _ - _ ~ PVI ELEV = 412.9 ~ { ~ I I~ - - ; I i ' I I ~ I 1 C I ~ ~ , i ~ t ! 1 C i i 1 I ~ ~ i ' ! i I 1 I , I i ~ i ~ ~ i - ~ I , _ I I I I I I A.p. ~ 2.~9 , , L©W fi01N`i EI~EV ? 4~10.~8 a I I ! I ; ~ l ~ , I --~r I-- - _ ___E - -1- _ i : ~ . I , 1 , .32.1 ! ~ I i ~ r ~ ~ _ ~I- - I aD _ ~ G i ~ ~ ~ , I ~ L___ - t- ~ 1- ~ _I_ t _ I ~ _ I _ _ i ~ I~ _c u D ~ r I ~ ~ I f ~ I ~ I I i ~ I I _ - ~ - - --I-- - -i-- = r - - - I _ I , ~ i I I I I J I { I I~- ~-LOW 1NT.- =i 1-~51J4 r i i ~ ~ I : - . ~ ~ i i I i. ..:6 tJ ~ fi I f - ~ _ I i- i F- I , I + n - DS~L - ~ I _ ~ , i - I I ~ ; 80.04 VC I ~ i ~ ~ ~ I i ; ! ~ I { -+---i-- t- - l - a -4 --i-- - , I ~ FtVI 1 ~ - : STA i 11 + ~ j ~ , ~ ~ ~ 5b I ~ I ; I I- 11 r I I 1. _ _ - ~ I i I ~ i I I , N1S ED G I ~ l r ~ ~ _ . - I _ T ~ _ I I E~EV ~'f9:~6 I , + - r r I - - ~ ~ i I ! ~ I I I I ~ I { { { ~ - ~ i ~ ~ I I ~ - - - -t- - i- - - _ _ °D _ . - v - ! ~ Ab ~ 3.~6 I I C , ~ t ~ ~ 1 ~ , ~ _ 1 i t~ ~t_ _L- ~ ~ I ~ , I i- ~ i ~ I ~ + { I t - - I ~ _ _ _a,- - - - - I , j K - 79.78 I ~ I I I 1 -o~ _ I - ~ _ ~ . I I ~ ~ ~ I I I ~ I w! - . I I ~ i~ : ' I i I ItI I ~ ~ J i I I I i , 4 1 + i i ' - - ~ - ~ I I ~ I C r ~ t _ _ . _ ~ ~ o ~ ~ E { ~ ~ _ ~ , ~ _ _ _ . _ ~ f. _ ~ i io f ~ ~ 1 ~ ~ I ~ I ~ t I ~ 1 I N If I , ~ I { _ . I - _ _ _ , ~ . ,~o.o~ v~ - I { ' ~I ~ t _ ` ~ m I ~ I , I ~ ~ , I I ~ I i I -1 I_ ~ , I fi.. - + , I I ~ ~ I 1 I ~I >7 ~ ~ 1 I , I ~ ' I I I I t 140 41!0 I ~ ~ ~ : _ I I ~ F I I NU)N ~ I i 1 ' ~ ~ ~ I ~ ~ } I ! ~ 1._ i. j~ t - E L _7 _ i {--I _ _ i I j ~ L_ .W ~ i ~ I ~ i I I I { I ~ I I I I I ' ~ ' I I €X . GR UN 25,t RT. t ! I q I t _ t i I ~ I I i I i i a ~ ~ ~ 1 ~ ~ I I i I,_ I_I ~ 410 i - ' ~ 7 r - I ~ . - '3 -'I I I , i I ~ - I ' - _ - t - _ - . 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ANI I ~ t - ~ - --t- - - - -t - - - - - - _ _ ~ , ~ ~ I, 1 I 1 I ~ r _ -+-a. ~ - --f.rST UC~'UR _~D~1GN~D} BY~OTHER ~ - ~ I-- t - ~ ~ ~__I_ ;.I.- { - _ I I _ -I - _ _ I I I I_ ~ I -mow- ~ i ~ I I - _ T - - - ~ 0 ~ ~ i I I f ~ t---~ ~ h -tOf ~ ~ ~ ' I ~ ~ ff ~ ~ _ _ _ , , r I r 1 rv ( ~ ~ I _ _ ~ i ! ! _ _ I i I ~ ~ I { ~ ~ , I { L ~ ~ I I I I l - I - ~ I I I ' { I r ; , } I , I f a r - a- - a_ ~ I , ~ ~ I j I I E I I j t i i _ ~ ~ I , ~ r >r 1.. II ~ ~ ! ' I ~ ~ f - - k _ _ I - I , I I , I I ~ I - ~ ~ ~ ! I- ~ I ? i_ ~ I-- i -f - - -F ~ ~ - I - r-- ~ - ~ - j I ~ I I ~ 1 ~ ; { I ~ I ~ ~ r I I I C I ~ I~,~ I ~ ~ ~ 1 ~ I I~ I { k ~ L__~ i___.. ! I i ~o_ ~ i I i, i I i ~ i I ~ ~ ~ ~ I I I I k ~ - I t ~ ~ ~ , . _L ~ . _ , _ , _ ~ ; I I ~ I - i ~ ' ~ I i J r -i - ~ --t _ I I_.. ~ ~ - I I I i I l ~ ~ t ( I ~ ~ ~ ~ ~ ~ I i ~ I : i , - . 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I _ _-j- _ I _ _ _ ~ 390 I P i -I. i , 1_ , , 1 t ~ ~ ~ I. , ~ ~ i I J ~ 1- ._..I-_ I - _f-... __t. - - - - I I I I I 11 f 1 r I) I I I I I I 1 , _I I ~ _I I I I i _ I _k . r I ~ ~ ~ ~~~,---I - ~ I -I- ~ ~ i ~ j - _ - I _ ! ~ ( i ~ ! ~ I i ~ ~ - i ~ I , I i ~ x inn ~ : - - ~ ~ - ~ t L - I I - s_ ~ , o ~ I I 3~0 3 0 k ~ - ~ 'I~ i't O M .O D7 00 00 h h i0 r IN I ~ 1 1 ~ ~ I I h ~ , i ! , i I i ~ l, i l l I ~o ;o ' _ _ I 380 ~ W d !,M ;N rn ~ i0) i0 ~ I~ it0 O I~ ja0 N t~D O N I I I _ i0 ~ IN N ~ M IM Lt .t ( I C ~ I'' Ir r I.- _ ~ N (3~ I~ ~I~ a' i~ I~ i~ d' d I~ ~ I~ Id' iet ~ I `t ~ N itl~0 N ~r M ~ ~ ~ I I I I ~ ~ ~ I oD 'r lug I d' ~ { i o !a l0 0 0 to ,o n 0 0 ~ ! ~ I I d ' d' ~t st d~ I ~ d d ~ V I I i 10+00 11 +00 12+00 13+00 14+00 15+00 I { ~ I j I i 1n+nn ~~~nn s .ia NO. REVISIONS DATE il)tuu 14+0U 15+00 SEAL ,,,umn~rrrr FINAL DRAPING - NOT RELEASED FOR CONSTRUCTION These drawings are instruments CAR of service an as such remain Civil • Sanitary • Environmental $ 4 BA R the property of the engineer, ~L•,• No copies or reproductions of Planning Design Survey 0~. FES BARRETT'S CHAPEL EXTENSION DRAWN BYE DLP SHEET ° these drawings are permitted •.•9 m without consent of the engineer. 3715 University Drive STA. + CROA5DAITE VIELAGE PR-1 Duane Stewart • • Q Upon completion of the work tY DESIGNED BY, WTO Durtwm, N.C. 27707 all drawings(except the contract & ASSOCIATES, INC, copies) are to be returned to (919 490-2999 the engineer. CONSULTING ENGINEERS fox (919) 490-6165 % DATE, 09-24-2004 EXPANSION DAVISON DRIVE 0 Copyright © 02 04 e-mail: info@dksa-tsi.com i NE.;,•• www.dksa-tsi.com STA. OF 27 rrrM T, 0 o rrhu,,,,,A~ HORZt1'=40' DURHAM NORTH CAROLINA SCALES 1191-01,10 STA. + 63.70 1- VERT 1 4 , JOB NO. PARKING: SITE DATA These drawings are instruments IMPERVIOUS AREA: of service and as such remain EXISTING IMPERVIOUS AREA (BASED ON SURVEY): EXISTING PARKING: GENERAL INFORMATION: the property of the engineer, No copies or reproductions of these drawings are permitted REQUIRED (PER 1999 SITE PLAN): OWNER/APPLICANT; without consent of the engineer, BUILDINGS = 358,564 S.F. 8.23 AC. Upon completion of the work all drawin a exce t the contract STREETS & PARKING = 390,239 S.F. 8.96 AC. - SIDEWALKS = 102,365 S.F. 2.35 AC. APARTMENTS: UNITED METHODIST RETIREMENT HOMES, INC. co ies ore Ito be returned to - = he en sneer, 1 SPACE FOR EACH 4 UNITS 384/4 46.5 SPACES 3308 CHAPEL HILL BLVD, t g DRIVEWAYS = ~$,~564 S•F• 0.89 AC. HOMES (COTTAGES): DURHAM, NC 27707 Copyright TOTAL = 889,732 S.F. 20.43 AC. 1 SPACE FOR EACH DWELLING UNIT - 71/1 = 71 SPACES (919) 489-4249 RESIDENTIAL ASSISTED LIVING; DEMOLiTiON (IMPERVIOUS BEING REMOVED FROM SITE): 1 SPACE FOR EACH 4 BEDS - 54/4 = 13.5 SPACES DURHAM COUNTY PARCEL REFERENCES: BUILDINGS = 2,234 S,F. 0.05 AC. SKILLED CARE FACILITY; STREETS & PARKING = 47,795 S.F, 1,10 AC. 1 SPACE FOR EACH 4 BEDS - 114 4 = 28.5 SPACES PARCEL ID PIN: TAX MAP / 1 - -7 - 14 750-01-001P DEMENTIA CARE FACILITY. 173145 0$ 3 12 5 6 6 SIDEWALKS = 17,582 S.F. 0.40 AC, 1 SPACE FOR EACH 4 BEDS - 30/4 = 7.5 SPACES DRIVEWAYS = Q.OO AC, TOTAL = 67,611 S.F. 1.55 AC. 1 SPACE FOR EACH DOCTOR AND NURSE 80/1 = 80 SPACES BOUNDARY INFORMATION TAKEN FROM PLAT 131 PAGE 151 TITLED FINAL PLAT THE METHODIST 1 SPar.E FOR Ear_.H 4 ADDITIONAL EMPLOYEES 144/4 = 36 SPACES RETIREMENT HOMES, INCORPORATED" DATED MAY 11, 1998 (RECORDED BY. CREDLE T TAL 283 SPACES INCLUDING 8 HC ENGINEERING COMPANY, INC). o ( ) EXPANSION AREA (INCLUDING CHAPEL BUT NOT FUTURE COTTAGES): BUILDINGS = 125,253 S.F, 2,86 AC. 47 PA IN UDING 43 HC TOPOGRAPHICAL INFORMATION FOR THE SITE TAKEN FROM A FIELD SURVEY BY TRIANGLE PROVIDED (PER SURVEY): 0 S CE5 ( CL ) SURVEYORS PERFORMED ON FEBRUARY 25, 2004. STREETS & PARKING = 143,599 S.F. 3,29 AC. SIDEWALKS = 29,137 S.F. 0,67 AC. iiiiii~ DEMOLITION; 134 SPACES (INCLUDING 15 HC) ~ DRIVEWAYS = 15.596~,,E, 0,36 AC. TOTAL AREA OF TRACTS: 99.52 Ac, TOTAL = 313,565 S.F, 7,20 AC. EXPANSION: ZONING: NEW IMPERVIOUS AREA (AFTER EXPANSION): REQUIRED: PDR-2 ane tewart EXISTING = 889,732 S.F. 20,43 AC. DEMLOITION = - 67,611 S,F. - 1,55 AC. APARTMENTS: U 1 SPACE PER 2 ADDITIONAL UNITS - 62 2 = 31 SPACES WATERSHED DISTRICT OVERLAY; E-B EXPANTION = 313.585 S.F. 7.20 AC. / & ASSOCIATES, INC. HOMES: THIS SITE IS IN THE ZONE "X" (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN) TOTAL = 1,135,706 S.F. 26.08 AC. (26.21) 1 SPACE FOR EACH DWELLING UNIT - 30/1 = 30 SPACES PER FEMA MAPS 3706300062E & 37063000666, DATED FEBRUARY 2, 1996. CONSULTING ENGINEERS ADDITIONAL STAFF: t~pACE FOR EVERY 4 EMPLOYEES 16/4 = 4~PAGE~ THIS SITE IS IN THE NEUSE RIVER BASIN. TOTAL 65 SPACES (INCLUDING 3 HC) IMPROVEMENTS DATA: Civil Sonitary ~ Environmentol PROVIDED; 247 SPACES (INCLUDING 9 HC) Planning • Design • Survey 1'?. BUILDING HEIGHTS: TOTAL PARKING SPACES: WING AADDITION - 46'-0" WING CADDITION - 36'-0"' REQUIRED: IN H - 45'-B" 3715 University Drive W G G/ Durham N.C. 21707 WING J - 48'-O" ' EXISTING; 283 SPACES (INCLUDING B HC) GUARD HOUSE - 11'-B" (919) 490-2999 FXPANSION• 65 SPACES (INCLUDING 3 HC) fox (919) 490 6165 T TA • 348 SPACES INCLUDING i t HC COTTAGES - 16'-8" a-mail: info0dksa-tsi.com 0 L. ( ) DINING ROOM ADDITION -23'-0" www.dksa-tsi,com PR VI KITCHEN ADDITION - 17'-O" 0 DED• LAUNDRY ADDITION - 1 T-0" rr EXISITNG: 470 SPACES (INCLUDING 43 HC) „ DEMOLITION: - 134 SPACES INCLUDING 15 HC) MAINTENANCE - 17 -4 ( - l~ O ~ _ A MAINTENANCE; B SPACES IT IS NOT ANTICIPATED THAT ANY WETLANDS WILL BE IMPACTED BY THIS DEVELOPMENT. A S D _ I F FXPANSION• 247 SPACES (INCLUDING 9 HCl SEAL TOTAL: 591 SPACES SITE TO UTILIZE CITY OF DURHAM WATER & SEWER. HOWEVER, ALL WATER AND SEWER MAINS A P A (84' PUBLIC A (INCLUDING 37 HC) - 11 REQUIRED WITHIN THE PROPERTY BOUNDARY ARE PRIVATE AND IS THE RESPONSIBILITY OF THE OWNER TO R/yy) n ~~unn'rrrr MAINTAIN AND OPERATE. , o' CARO ~ . ' I F R AS U ~ 5Q~W DE STREAM BU FE _ 0 ESS%' GENERAL NOTES: F ~;'~0 MEASURED FROM TOA`6F___ it 9': TRASH COLLECTION TO BE HANDLED BY EXISTING DUMPSTERS ON SITE. ' ~ A~ BANK EITHER"'~,IDE ~1: S'TR~AM , I (SEE NOT)< "'8J t= ~"`fir{ '~,~r~~~ ~ C, ADDITI 22630 , PAVEMENT STRUCTURE MUST CONFORM TO THE PRIVATE STREET STANDARDS AS DESCRIBED IN ~ ~ WING A ADDI I THE CITY OF DURHAM PUBLIC WORKS REFERENCE GUIDE FOR DEVELOPMENT HANDBOOK, CITY ~ ~ ~;c~`NC ~Q-;'\~v~ ~ ~t \ INSPECTION AND FEES APPLY. ~ ' •,,,.I NE,. ~ _ ; I \ I Y MAINTAINED, ,~~~q ~ 'OP~`~ A) THE STREETS (AND UTILITIES) ARE PRIVATE AND WILL NOT BE PUBLCL M T 0 ,0~ B THE STREETS AND UTILITIES ARE TO REMAIN PRIVATE SINCE THE DESIGN DOES NOT MEET ~`~rrrrrrnU~~` ,(D ' ~ ~ ~ ~ WI G C DITTO N~ ~1 ~ ) ( ) A CITY DESIGN CRITERIA AND WILL NOT BE MADE PUBLIC NOR MAINTAINED BY THE CITY ~ ~ _ 1 ~ ~..fi I \ I ~ C THE SELLER IS REQUIRED TO NOTIFY THE BUYER OF ITEMS A. AND B, ABODE. ' "i _--H ' ~ ' EPENDENT EXPAN 0 FOR PROJECTS SUBJECT TO FEDERAL FAIR HOUSING REGULATIONS: BE ADVISED THAT THE ' . -~EX{6?~N ,%RIP`~, RAP IN STREAM N PROVISIONS OF APPENDIX II OF THE FEDERAL FAIR HOUSING REGULATIONS (ACCESSIBILITY REVISIONS ~,(I~'•~ ~SkE'1GD,TE 1) I ~ GUIDELINES -24 CFR, CH. t, SUBCH, A, APP II EFFECTIVE MARCH 6, 1991 ARE REQUIRED . - . . 'r ~ a ~ ~ WING ON THIS PROJECT. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER/BUILDER TO COMPLY WITH THESE REGULATIONS. ALSO BE AWARE THAT THESE REQUIREMENTS ARE BEYOND THE - ~ a o SCOPE OF VOLUME I-C HANDICAP ACCESSIBILITY OF THE NC STATE BUILDING CODE AND AS ( ) - ~ Y~ - ~ iti r Ck `•r ~:,~1~ 111i SUCH THE BURDEN OF COMPLIANCE IS BORNE BY THE OWNER DEVELOPER BUILDER. _ ' \ / / a, . ~ 1 ~ TREE COVERAGE: ~ ~ i .r'4,'{ II / h ~ .,,~"Y:-~7 TREE COVERAGE NOT REQUIRED PER DEVELOPMENT PLAN APPROVED PRIOR TO TREE COVERAGE ~ 1 i ~ ~ ' ~_',ti~ XIST. 40 WA ~ KITCH ADD a i i ~ ~ ORDINANCE \ ~ \ ,Y ; 1 I i ~ I 1i EASEMENT AS MEASURED 20 ' ~ ~ FROM EITHER SIDE OF ~ \ ~ ` \ ~°YY' ~ ~ , i%' ~ ~~'I CENTERLINE OF THE PAT ~ Y. ~ `,i 1 Fl`;TllR~,' TfAGES ~ ~ ~ '1~ PB 138 35. o ~ NOT PART;>r~'~ , S PLAN SET ~ ~V ~ ~ i ~ ( ) t, ~ ~ _ t l i-;.~, ; , ~ 229.8 ~ i~ , i ~ ~ ~ ~ ~ 50 WIDE STREAM BUFFER AS 4 „ i ii ~ ~ ~ ~ ~ i II l i MEASURED FROM TOP OF '1 CROASDAILE FARM MASTER HOMEOWNER ASSOCIATION, INC. ~ ~ / ~ I I ~ I Q DI ING AD PIN 0813 16-84-0130 / ~ I ~ BANK EITHER SIDE OF STREAM t i (SEE NOTE 1) '1 PARCEL ID t 73142 ° _ ~ ~j T.M. 750-Oi-OO1L J~,. ~ ~ 1 i~; I i, CURRENT USE: VAC RES/ HOMEOWNERS ASSOC. Yi -Yi; ~ ' ~ i ' ~ I ~ ~ ~ ~ ZONE', PDR-2.000, E-8 ~ ~ ~ ~ ~ 1 ~ ~ p ; r*'.'d 10' / ~ ~ 111 ~ i' r , I ~ ~ ti - ~i 7 1 tl~ r i i i ~~I ~ l~ ~ i I ~r~ ~ it i ~ ~ ~ ~I ~ ii i'~'/ ~ I l~ ji ~ II ~ 1 ~I 7 i I 'i' ~ ~ j1 ? \~ii II N78'1T17"W N11'42'44"E . EXIST, 40' WIDE PATHWAY ~ ~ ~ ~ EASEMENT AS MEASURED 20 ~ ~ ~ i ii jj ii 15.00' ~ ii i FROM EITHER SIDE OF V ~ ' ' ~ ~ CENTERLINE OF THE PATHWAY, ~ ~ ~ 1 ~ i~ ~ i , , PB 13835. : ~ , a' ~ ~ ~ ~ ~p ADDITIO ce W ~ ~ ~ 1== ~ _ it ~ _ ~ 11 R A AIL FARM MA T R HOMEOWNER ASSOC@TIOR TNC X11 ~ ~ ' 9*~ ~ 11~ D OA R E L A D N C 0 SD E S E ~ Q 11~~ A PIN, 0813-16-Ba-4894 ~ ~ I ~ 0 ~ IL H 11~ A PARCEL ID 173147 / i~ ~ 11 5 ~ ~ T.M. 750-01-001 R i 1 60' PUBLIC R/W) ( 111 ~ CURRENT USE: VAC RES/ HOMEOWNERS ASSOC. ~ 1 ~1 ~ ~ ZONE. PDR-2.000, E-B / ~ i i ~ ~ I / 0 ` \ i~j / ~ ~ ~ i 6~ p ~ ~ ' i N ` / • 5 ~ ~ 6 f _ / i i 1 a i i 5 N ~ UNITED METHODISTS RETIREMENT HOMES, INC. i i N RAN: o~ya,~s-ag 97sa , , EXIST, 50' EMERGENCY SPILLWAY EASEMENT AS MEASURED 25' FROM EITHER SIDE OF _ RA P.~L io vsias., ~ ~ " ~ THE CENTERLINE OF THE EMERGENCY SPILLWAY. PB 138 35. OWNERSHIP OF AND .R SIDE OF NOTES: ;y ~ _~~1,~1 750-01-OO1M ~ i ~ ' OF AND 'ACILITIES IN 1. ANY DISTURBANCE IN THE NORTHERN STREAM BUFFER SHOWN ON THIS PLAN IS EXISTING AND WAS DONE PER THE APPROVED 1995 p _ •'•cuRRetiT u~E: coMr~ svSf~nsssTEO~uv~Ro-y, ~ ~ RESPONSIBILITY FOR IMPROVEMENTS AND MAINTENANCE OF STORM WATER FACILITIES IN c ~ IUN~:~R ~ooo, E ; ~,r" i"" THIS EASEMENT REMAINS WITH THE CURRENT OWNER. IF THE PROPERTY IS WITHIN OR S WITHIN OR SITE PLAN AND PRIOR TO THE EFFECTIVE DATE OF THE NEUSE BUFFER RULES. NO NEW DISTURBANCE IS PLANNED FOR THIS SITE N BECOMES PART OF THE CITY THE EASEMENT AND ACCESS POINTS TO THE EASEMENT - T N R T I TI I TH "R IS ECLARATION EASEMENT PLAN. DECLARATION o ~ ARE SUBJECT TO THE ERMS A D ES R C ONS STATED N E EV ED D OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT ~NAGEMENT 2. THE SOUTHERN STREAM THAT IS SHOWN ON THIS PLAN HAS BEEN MODIFIED PER THE APPROVED 1995 SITE PLAN AND PRIOR TO ~ ~ FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298 PAGE 208, WHICH a / ' WHICH THE EFFECTIVE DATE OF THE NEUSE BUFFER RULES. THE BUFFER SHOWN ON THE PROPERTY IS CLASSIFIED AS A MODIFIED NATURAL DOCUMENT IS INCORPORATED HEREIN, THE EASEMENT AND THE REVISED DECLARATION ~ ~ DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDING, ~ / )ECLARATION STREAM. THE ONLY ADDITIONAL DISTURBANCE SHALL BE THE EXTENSION OF THE ACCESS ROAD TO THE NEW COTTAGES SITE, 9UILDING, _ " STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT HE EASEMENT 3. ANY OTHER STREAMS THAT MAY APPEAR ON THE SOILS MAP THAT ARE NOT SHOWN ON THIS MAP HAVE BEEN PREVIOUSLY FILLED IN PER THE 1995 SITE PLAN AND PRIOR TO THE EFFECTIVE DATE OF THE NEUSE BUFFER RULES. v EXCEPT ACCORDING TO THOSE TERMS. b o+ ~ ~ N i ~ ~ ~ C ~ ~ a i .ti Q / .ti 0~ i r~ C 0 t1' DATE: 10-07-2004 S l SCALE: 1 "=200' U C CITY OF DURHAM 4 ~C ~s~s'f'6' JOB N0. 1191-01,10 PUBLIC WORKS DEPARTMENT z~~ ~ APPROVED ~w~ ~ nonwu ov. ni o CURVE TABLE ENGINEERING DATE vnnTTi1 ui vu =y- CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG CHORD STORM WATER DATE CHECKED BY. WTO Cl 36'56'39" 2151.00 1386.96 718.55 N11'4O'58"E 1363,06 C2 12'41'25" 4084.00 904.56 454.14 N23'48'36"E 902.71 TRANSPORTATION DATE C3 77'56'29" 1296.00 1763.00 1048.39 N56'26'O8"E 1630.17 DATE C4 4'01'17" 1296.00 90.96 45.50 S82'35'OO"E 90.94 DATE o C5 92'16'27" 20.00 32.21 20.81 S3425'49"E 28.84 GRAPHIC SCALE 200 0 100 200 400 M SHEET o C6 49'05'05" 150.00 128.50 68.49 N32'14'11"W 124.61 C7 16'20'52" 1299.63 370.81 186.68 SO3'32'17"W 369.56 C8 4'02'42" 1606.76 113.44 56.74 S06'39'3O"E 113,41 M os-1 rL C9 8'09'04" 1606.76 228.58 114,48 S12'45'23"E 228.39 m I inch = 200 ft 0 O 0 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION OF 28 50' WIDE STREAM UFFE AS , 4" SANITARY SEWER SERVI ~ MEASURED FROM T OF BANK \ ; ~ 131161 ~ CLEANOUT (TYP.) ZY SEWER SERVICE W/ ~ m " a - GROUND LEVEL HVAC (TYP.) / SYSTEM (TYP.) ,~,d, EITHER SIDE OF STR ~ ~ro f~ ~ ~ r. ~ Z 38 LONG x 24' WIDE x 5 HIG ~ a-!"'~ ~ ~w ';x ~ ; M1~ CB 21 ~ ;}i ,>4 STA. 12+00, LT. CONSPAN STRUCTURE (DESIGNED T C = 411.57 s BY OTHERS) / ~ Cpl cfi` INV. IN = 404,03 5.1' LEVEL SPREADER TO INV. OUT = 403.93 ~ ' i~' DIFUSE FLOW (S E . DETAIL SHEET D ~y `J z ~ CB 26 tr - ~ n ~ i Q STA, 13+ 11, L . y ~ T/C = 413,3 ~ ti 1 ~ 0 = ~ ~r N I , ~ INV, IN 40 ~ ~ INV. OUT = ?s ~ / ~ I ~ 0 INV. OUT = '~?ea ~ ~ ,Vp ~ e w ® ~ I I z I EXIST, 6" PV DI ''J ~ CB 36 ~ _ I C ~r-' _ J ~ TO BE REMO Z~ ® s , , 22 EXISTING RIP BUFFER, N •h fi ~ ~ 11fi F - 15" RCP ~ I FH L 5 CONC. ~'w C ADDITIONAL R RAP 3 LF ~ CP " ~ STA. 11+51,49, LT. i „xa ~ r,l~, ®1 sex s/w (rrP,) W ~ i ~;•r: I H.C• RAMP ~ _ BLDG 129 T C = 411.07 PLACED IN THE BUF ® INV. IN = 404.36 ~ TYP. V ( ) ~I_ I „ PAPO - _ 8 ~ INV. OUT - 404.28 - " _ (2) GAS METERS 3. ~ J q I I_ ~_L ~ N N 49 LF - 24" RC " L ® (TYP,) 12 x8 TEE W/-~ " ~ DAVISON DRIVE W _ I _ _ I . x8 TEE W/ o 'tiy ^ ~ i-- .ZE ARY 1 "~B ~W-OFF N 6 P " 24 CURB do ®0,50 INV. = 408 0 , . - ' c ~'J`.a (1) 8 G.V. .cte 1 ~ ~v~ L I 8 "G.V. (PRIVATE STREET) ~ ' - --A~~BLY (5' MI BEY~NDI END GUTTER (TYP.) s ~ ~ ~ ~a`~'"~-.; 1 12" G.V. IN N Ss FE 27 LF - 6" f , ~z 3 TIE uuR 12 G.V. IN MH 27 ~ N , _ OF PAVEMENT) (TYP.~ ~ 8'! 55 ss s 3.62 ®1,07 - 3 STA. 1 I5~ ~ 55~~ 23 LF 18" RC 22 LF - 15" RCP H.C. RAMP S A. 26+99.37, DAVISON DRIVE ~36M-8RI1~- - - - _ ~ I AVI ON DRIVE 1 D S DIP W Ltt+oo I I ® 55~~ ®.6.50 ®1.00 o ~3 _ ~ _ ~ (TYP.) I s+ao2'~e~ er ~z+ao "~IAP N1` s 23 LF - 15" RCP 24+2e.42 SANITARY S ER OUTFALL 'B s CB 22 FES 25 N WER OUTFALL 'B' ^ ~ t-~e•aa' R-~ o,oo ~ ss r, ~ 9 ®1,09 F - ss ~ rB 21 - ~-i x.04' _ rn 2+od W , - ~+o~ -~4,~3' ~ _ sa R~ _ 14+~ 4 BARRETT S CHAPEL = R'~50.00 ~ 13 soo'25'a~"e R-soa. DAVISON DRIVE I ~ _ SSMH, STA. , 5.5 RT, _ SOB'30'S6"W _ .24.20' ~ •.~~,W g ~ ~ + ~ 5,5 RT. = I b ~ I M ~ ----M as 4S1 1~ N STA. 28 F 'B' _ I I ~ I ~ • - i . I I I M 124 ~ 23+89,4 N MH t~ EXIST. as ~--~-_as , F 'B' CB 38 I I ° I SSMH STA. 11+ 6.26 3' RT. i I I " I ~ L ~ !EXIST, 1 ~ EXI DUCER B:~P BA RR N 4 , E I 24 -~c 7 I / e ~ I L I I_ . - I I® I GUTTER (TYP•) ~ ) I~ / N CHA _ ~ M o P CB 72 LF 15 RCP ~ Q, 29 . 5' CONC. 15 LF - 18" RCP ®1,74 I ~ I I ~ (P STREET) S/W (TYP.) 0,50 - - c~--- I I 2" FIRE PROTEQTION SERVICE / I ~ I I I (TYP,) I I ~ i EXIST. 1 B C TO - ~ k I BE REMOVED 51 LF - 15" RC Ng A ~ , 7% 24" CURB do N N ® ®3 2 " ~ ~ • r~•~ ~ ~ ~ I I BLDG 30 I / Np p M a. ~w.. tip, I I m 12 x8 DUC GUTTER (TYP,) 'w ~ - B 8 _ I / O v~i ~f O - REMO BLOW OFF ASSEMBLY ~2, + ~ frl 1 ~ 3 4" WAT R SERVICE W I / N TN ATRIN ~Y` ® 4 o A D X E D E L E r G.~+~ a ~ .;,,t CB 27 ~ ~ - N / / 5 8 " M / / , I s ~ ~ CB 23 STA, 13+11, RT, , _ ~ I ~ ~ - ?d-~ TC-413.8 ~ w ~ ~ STA. 11 +51.49, RT, / - 3 ' - ~ ''fi't, INV, IN - 409.60 ' = 4~rr. t=: ~ - = INV. OUT - 409.50 INV. IN 404.60 - v ~ ~ _ $ ~d' INV. OUT - 404,50 - ~ 011 25+58•~ < CITY OF DURHAM ~ ~ ~ PUBLIC WORKS DEPARTMENT N DI 24 CB 28 ~ + APPROVED ~ STA. 11+51.49, 27.3' RT. TA. 13+82,75 RT. ~ TC=410.85 _ 4 ~i r, N ~ ~ ENGINEERING DALE 25+28.88 ra / C - 414.54 4 ' INV, IN = 404.78 _ ' NV. IN - 410,95 ~ , ^ ~ ~ STORM WATER DATE s INV. OUT = 404.68 I V. OUT = 410.85 ~'t~~ ~ ; , ~ iRANSPORIATION L141E ~ k v~-, 5' CONC, t~r~ DATE ~ i- DATE ~ ~ a TBM: ~ NAIL IN 34" OAK AT SOUTHERN MOST PROPERTY CORNER ALONG , CROASDAILE FARM PARKWAY HIGH POINT ELEV = 408.48 HIGH POINT STA = 10+68.44 (PRIVATE STREET) _ _ 420 RIM = 415,52 (PRIVATE STREET) 430 430 420 -T r-T~ -TTT-T__.. i I, I .I f i l ~ { I ; 1 ~ I li ~ I I I~ I 1 i I t I ! I i II ~ I l~~ I! ~ I i I ~ ~ t ! 1 I ~ I I i f i -I I i I I , 1 ;PVI ! ELEri =40.97 II I i I ~ I f i I i i i i , ~ ~ ~ ' I I _f i r i i ! ~ ~ ~ I ~ ~ ~ i I~ t f I I- i I ~ ~ ! ~ ~ I I~ I I 11 i I f ~ f t t -I f , ~ I.- fi.D• t= $.011 ! ~ f ~ ! I ~ ! i I ~ I, I i I ! 1 I ~ I i i I 1 ~ ~ ~ I~ I ~ i ! I~ ~ i I I , ~ I I ~ i f f 1 I i j ~ ! ~ ~ I E f( i .i - f - - _ -i ~ ~ , _ ~ j ~ f - ~ _ ~ - - f- 4 - _ - I - - - - , I I I ~ I I , r { ? 94 t ' -I- P a! _ I- ,K , 4. ~ , _ t f ~ , --I - _ _ I I _ I ___I_ I--- --a ~ _ , ~ ~ _ ~ i - t I I I I. ~ k I `tOq.o0"~ VC ~ ~ J- ! ~ I i' ~ I' ~ i ~ ~ I I 1. ~ f I I I j I~ i I ~ I ~ , ~ , • I r ~ , r I V i i r t ~ ~ ~ ! ~I ~ ! i I m ~ ~ _ I , ~ I ~ ~ _ 1 , f ~ i • I i I I~ I t I I I I ~ I , 11 I i I - I ~ ~ I I i~ I' t r ' ~ ! _ f t I t ~ , _ _ _ _ _ $ - , - - - - t ~ ~ I-- ~ ~ ~ - ! , B ~ ~ , ~ I ; I ~ ` 'i ~ I ~ 1 I I I F , , E%1ST 6ROuN!'J 2 ~tT - ~ - - - - - - I t ~ I ' ` ~ ~ I-- -t 1- a- - , , I ~ I , ~ - I ~ 1 ~ 1 ~ r 1 i i~ I + t _ I . ! r i , PSI ELEV 412.29 , ; I i ~ 1 I ~ ~ ~ ! , i ~ I act f t I ; ~ I 1 I ~ ~ ~i~ ~ , I t G i, ~ , ~ ~ ~ I . - w ~ , - - ~ 2.~9 i I LbW POtt~i ELEV F A~10.fl8 I { ~ ~ ~ ~ I I - ~ A. , I , I ~ I ~ ~ ~ I ~ + ~ ~ t ! C ~ , I ! 1 ~ i , ! I } ' Ki = X2,1:8 _ lAW POINT STA = 11-+51,4 _ _ _ . _ t- t ~ -C L _ - 1--- - - _ o , ~ ! , ' I ~ ~IS G 5 Lt. I C ~ _ -o D ; , , - ' t_ I_ , _ ; -r ~ ~ I I , - ~ , I t I r I l i I ~ ~ PVI A 1 h+ ~ I ~ ~ ~ ~ ~ I ~ ~ i I ~ j ~ ~ f ~ I I 80.00 VC i 5T ~ 5D ~ , I ~ I ! ~ I , I , I I ~ t, ~ ~ ! I ! I • ~ , I NiShED E ~ d~ ~ I i ~ ! ~ i ~ I ~ ~ ~ ~ ~ ~ ~ t ' gi - 1 E EV D. 8 ~ ~ ` ~ ' ~ ~ I ~ I~ I i t; a0, i i! I i I~ 1 ~ i i I CN , ~ ~ , I I i 1 ~ I_ M O; i ~ i I ~ I I j i i 't. I I _ , , A.D._ 3.~6 1 l _ _ _ _1 1__ I i I , I i I ~ - ~ 7 ' ~ I ~ ~ ~ ' i N• O' ~ F I ~ { I I t Z s i I i i i Ki 79.8 i ~ i i ~ a ~ f i ~ ~ I i ~ i ~ ~ I 1 t ( I~ I } Z or , ' -r ~ ' Z ~ ~ I ~ I ~ I Q. N O ~ ~ ~ I ~ i i ' i i ~ ~ I , i i I I ! 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I- ~ ~ I I i ~ , ~ ~ I I I I ' 4 1 1 I ~ ~ ~ I , ~ ~ ~ ; I _ _ t ~ I I I , t ~ ~ ~ ~ ~ _.fi .1_ i t- ~ r < , t , , ! i L1~• ~ ~ I 1 ~ _ ~ ~ ~ ~ _ I t- - ~ ( _ ~ I I . ~ ~ t i _ - -j r ~ i " C ~ i I I ~ i ~ ~ ~ ~ ~ i I ( ~ I d' d. I ~ I I d! l I i ' 1 N~ ~ ~ ~ I N I ~ I ~ I~ ~ f I ' i I I I I I j I I I 1 ! • i ~ ~ I I ~ I I I I i , ~ I I ' _ _ ~ ,___I f , ~ ~ _ r- i _4 ~ _ ~ ~ , , a - _ 1 15 ~tCP I i ~ i 4 ~ I ~ ~ i I i ~ i ~ ~ I I I i ~ ~ ~ i I W i , ~ i ~ ' I ' I ~ I k--, r ~ o, i ~ j I f i ~ ~ I f i I ~ i ~ I i ~ V ..h. , I ~ I i ~ I V U i ~ ~ W ~ i i i I ~ { i I 4 ~ i i, Jf I U U, ~ I U U i I r i i ~ I ~h I II ~ I I I , ! j ~ t I ~ mt I i i i I /I 1 I ~ f I I ~ { I r ~ I ~ I ~ ~ ~ ~ ~ + , 4 ~ r ( ~ ; I I ~ I I t of I I I! ~ I i I I ~ 4 ~ t!! I i i I ~ ~ r r 1 I t I t I 2" ~oIP W I ~ I I ~ I I ~ ~ I I I I , !u ~ ~ t L I I ~ i ~ i I ~ 1 1 1 i I j ~ I l i . ~ i I I I ! , m ~ ~ I t ~ I I ~ I. 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I I ~ I I • i i ' ~ ~ I ~ --r _ _ - ~ _ . _ - , r } - , I k ~ _ _ i ~ I ~ ~ ~ ~ 1 I I I ~ ' r_..- , I _ ~ , I _ I..- ~ • ---I i ~ _ 1 - ~ ~ ~ , f ~ - I I ~ t I ~ I I ( I , ] ~ f- I I I i I ~ I 7- C ~ ~ t ' I ~ I I i I~ i ~ ~ ~ ~ I 1, I I~ ~ I I f ~ ~ I I ! ~ I ~ .121 MI ~ I 1 I i { I I ~ I ~ ~ ~ ~ ~ ~ ~ ' k 1 ~ , ' I i , ! ~ ~ ~ ~ ~ _ , _ ~ a- I - I ~ _ _ ~ ~ ~ , t , ~ - - - - - - ~ ~ ~ ~ ! ~ ~ ~ ~ ~ t ~ ~ I ~ ~ , ~ t i I - 1 I I----~ f- I I ~ I ~ ~ i CLEAR ; ~ i , ' I ~ I I I I j ~ ~ I I I I ~ ! ~ ~ 3 I - - i I + 1 ~ ~ r , , ~ L ~ t ~ I~ ' I I! ~ I , j( I I I I I I I i ~ I i I t, ~ ' I I ' ~ - - ~ ~ _ t I h 1- } ' I t t i RE610VE_, BL~W-OFF ,ASSEMBLY N ~ ~ 18" RCP . ~ i '1 ~ i I i i ~ ~ i ~ ~ i ~ ~ 1 ' C 1 I I ' 1 I ~ ' ~ I ~ ~ i I ~ ! I l i( ~ I- I ' _ ~ - ~ C _ . ~ _ _ ~ I , ~ ~ ` j I ~ I ! i ~ I I ~ c ~ ~ ( I ! ~ ~ ~ ~ ~ t I I ~ ! N ; 1~ M1N. ~ " ~ . I ~ i I ~ I I . ~ ~ I I, fi 'AND EXtEND--EXtST. ~ 8 ;W/L, , ~4 _ RC I CLEAR. a ~ _ _ - I i ~ j l ' I i i I I( I ~ I i ~ i t i ~ ! 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I ~ ~ i I • ~ I I ~ ~ I~ i - --1- ~4 ~ i - r - ~ ~ ~ I ~ ~ ~ ~ ~ ' ~ i I i I ~ ' I • t I I I ! t t i 1 ~ I ~ I ~ I ~ - ~ , ~ ~ ~ - t- a-- , --t-- ~ ~ I ~ - ~ -I - - I - I ?~o I i I I 4 I I t~ HQRI~ON'~'A I ~ i ~ ~ ~ I I ~ i I ~ ! ' ~ , i I I { f I 1 I ~ I ~ I ~ I I Q , 4 r ! , i _I- ~ _ ~ _ _ + i__ ~ 1 ~ __L_ , -E--4 F ~ . , I ~ I 1 ( I C~RA}'HIC 3C -i- t ~ I I ~ ~ 1 I ! 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I i i i i 1 i ~ 'I I I I ~ ~ 1~ER~"ICAI. i t _ _ I i I ~ ~ ~ G~RA~'HIC SCA a , j i I- ! , , I l ~ ~ I f f f ~ ~ I ~ ~ t I i t ~ ~ ~ ~ ' ' ~ ' . ~ I ~ ~ I i ~ I I ' 1 ~ I i _ ~ , i I I I I I~ I I I f~) ~ i ~ t ; I t s i ( f , ~ I ~ ~ ~ I I ~ ~ ~ I 4 ~ 'I I ~ I I ~ 1 t ~ ~ ( I i I I I ~ _ I t ~ I r I ! i ~ L_.. - _ - i.. ~ ~ _ .L - I I--.. 1 - - . - ~ - _ ~ ~ I ~ i - _ ' -_I . I ~ - . I ! I I o I ! ~ ~ ~ t ~ i I I I L i _ T _ L a , 1 4 I r I ~ ~ t t t - , i i , I i ` I I I i I I I I ~ I I , ! , I. 1 ; , i ~ ~ I ~ I i I~ ~ I i I i I I I ~ ~ -t I ' I i ~ i C l ~ ~ I I i ~ i I I i ~ I ~ _ ] ~ i ~ ~ , . ~ ~ ~ ~ ' i ~ _ _ I l_ ~ ~ _ , l._ , . , _ . _ _ . ~ 1 ~ ! ~ I_ I C I , f, i ~ i ~ t~ i i I i~ ~ ~ { ~ F t r ~ ~ _ - ~ - - - - ! t ~ I L ~ 1 . 1 ~ ~ t I I I t ' i ~ i ~ ' ~ inch ~ ft ~ I ~ I I I - i. I_ + 1 I I ~ ~ I _I. 1 I. _1 I I- ~ - - i - - ~ ~ I. ~ fi -i - - - - I ( 1 ! t~~ ~ i I! ~ 1 I~ t I I ~ i 1, 11 I i~ t -1 I i I 390 ~ ~ I I 1 I I~~ ~ ! 3~0 3 0 ~ _i I I ~ t~ , I i I , ~ ! i ~ f I~ ~ i t I ~ t ~ ~ ' J 380 I ( ~ , ~ ~ ' I , ~ _ 0 o I > O ;O O ~ ~O IQO '~iGO OD ip~ ,01 10 ~~r' .N IM ~ r 1 li ~ ( I ~ ~ to I~ j~ ao ~n o M ~ ( j ~ W ~t ~ ~ 01 ~t ~ O M ~ ~ O O ~ QO 'N t0 O N I ~ ~ IN 'p I~ IN IN M ISM IM Id' ~t IN ~ I''. ~ d 'd' N 100 ~N r ~ ~ ~ i i ~ ( I ~ '00 r` ~ c0 I i~ a0 'n OD 00 i , - W I~ r. I I I 1 ~C d ~;d Id' d d' d' 'd' d' ~ id ~ '!d' ~ Id' ~ I I, ~ I ~ I ~ I .O a . 10+00 ~ ~ +nn 1~+nn ~ .~+nn 1 d~nn 1 ~~nn 14+00 15+00 1n+nn 11+00 12+00 13+00 FINAL DRAWING -NOT RELEASED FOR CONSTRUCTION 5 NO. REVISIONS DATE SEAL service and as such remain Civil Sanitary Environmental BARRETT'S CHAPEL EXTENSION DRAWN BY. DLP CROA5DAITE VILLAGE' SHED property of the engineer, Planning - Design - Survey 0;.•FESS/ •.,'Y copies or reproductions of A. 10+00 THRU STA. 14+35.38 DESIGNED BY, WTO IPR-1 [eiesr se drawings are instruments OARO BARRE' e drawings are permitted cane Stewart e c out consent of the engineer. 3715 Urn, Nversity Dnv n com I tion of the work Durhom.C. 27707 % awin syexce t the contract & ASSC>CIAT ES, INC. 919) 490_2999 22630 ( 9 ( P ) are to be returned to CONSULTING ENGINEERS faX 919 490-6165 en sneer. ',Fig g e-mail: info0dksa-tsi.com .,,c i N E: ; Q~. & EXPANSION DAVISON DRIVE DATE, ~o-o~-zoo4 of e8 riht c 2004 www.dkso-tsi.com Y 9 T. Allow, o ,.I STA. 10- 0 A. 10+00 THRU STA. 1 1 +63.70 SCALE. VE TQ= 4°' DURHAM, NORTH CAROLINA 1191-01.10 JOB NO, GENERAL NOTES: 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIS? PRIOR TO PRO CEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATI N H These drawinge are instruments of service and oa such remain 0 AS NOT BEEN GIVEN. the property of the engineer, No copies or reproducUona of 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. these drowinge are permitted without consent of the engineer, 3. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTA T A Upon completion of the work all drawings(except the contract C NY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". copies) are to be returned to the engineer. 4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY OF DURHAM INSPECTIONS DEPARTMENT 919 890-3766 AND A REPR N ( ) ESE TATIVE OF THE OWNER, Copyright © 2004 5, CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS, THE CONTRACTOR SHALL VERIFY FIELD CONDITION S PRIOR TO BEGINNING RELATED CONSTRUCTION, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. 7. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H:V) SHALL BE- APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER, THESE SOILS SHA L B PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. L E COMPACTED TO THE STANDARD i. ~ ~ 8. ALL WATER AND SEWER MAINS WITHIN THE PROPERTY BOUNDARY ARE PRIVATE AND IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN AND OPERATE. STORM DRAINAGE NOTES: 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE. 2, ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS. 3, ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. 4, ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. uane tew rt a 5, ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED, & ASSOCIATES INC. 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SP IF CONSULTING ENGINEERS EC (CATIONS. 7, ALL STORM DRAINAGE STRUCTURES SHALL HAVE GROUTED INVERTS CONFORMING TO THE SHAPE OF THE PIPES ENTERING AND EXITING THE STRUCTURE. 8. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL B Civil ~ Sanitary ~ Environmental AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. E CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS Planning ~ Desi n ~ Surve 9 Y 9. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. 10. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID, THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95~ OF THE MAXIMUM DRY THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 STANDARD PROCTOR. DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST, 3715 University Drive Durham, N.C. 21707 (919) 490-2999 11. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. faz (919) 490-6165 yl C YID a-mail: info0dksa-tsi.cam 1 T G = 432.50 T/G = 431.00 www.dksa-tsi.com / 1 ~I INV. = 428.70 - INV, = 429.00 _ I ~ i J~ - i INDEPENDENT ~ , WING B T 430 ~ _ ~ - ~ sEA~ i- YI 8 8"' HDP ~ ~ ' - ~ ~ I ~ ~5 \ ,~~pnnuq~~ T/G = 429.50 ~r; I , , - _ a ~ - ~ ~ I S 0 I ~ , - - i 65 I INV. ~ 428.17 a I I CA!?~ ' - ' - I t ~ ~ ~ ~ ~ ~ ~ ----n5- - ~ ~ CB 15 0 433 a i ~ ~ ~ ..~•.....,,,(i o ; ~tiSS , _ _ _ _ 1 , o - N T - - - ~ . _ N. i M N M M- M--- ~ ~ m, ~ 9 ; , a z ; Q 1 f - a5 L ' T C = 425.55 I ~ ~ N, 434.00 S' ~ ~ } ~ $ I . IN = 421.74 (CB 12) - - \ Np,ZE) _ " , ~ ~ I I V. IN = 419.19 (CB 13) ~ ~ ~ O ,~.3a ~+y ~o ~ 22630 „ '~u~, 1 l '~cn 0~ v ~ ~pR ~ ~ ~ -os~ _ _ _ IV. IN=415.34 (CB 15) ~ ~ .,,tic ~w; . ~ , S _ 1 I N , ~ b - - . ~ - - I V. OUT = 415,24 IN r ~ ~ - INDEPENDENT rr) ~ , ~ ~ I q ~QP x,'*~`~s z~i.,,,~~ ~l i~ M~~ - ,F. , , ~ I ~ i' S ~ ~ - ~ WING C d' ~k~ : ~ - ~ T. Of YID X5,';4, unm~~~ ~.0 ! ~ ~ , 5 CONC. -tr ' A ~ ' ~ Lb S W TYP. ~ ,i. , ~ ,a' , = _ i w ~ DI 19 I T/G = 429.50 / ( ) - .a „Y, ~ DI 19 ~ " ~ INV. = 427.64 -,,4y d ~ 1 ~ ~ ~ ~ I ~ T/G = 43 . ~7 ~ ~ i 1-'' _ , ~ ~ _ ~ _ - NV IN T/G = 431.50 ~ - ~ ~ r~y. INV. IN = 427,43 YI A ' `x' • - II~ ~1 ~ I INV. IN - ` 1-1_- ( ) ~ REVISIONS INV. IN = 422.43 (YI E) HP z- . ~ I i I ~ - _ INV, IN = - ~ INV, IN = 422.11 YI I 4 1,75 YI L ~ ~ ( ) ~ ~ - ~ ~ DI 10 ~ ~ INV, OUT - i INV, OUT = 421.45 YI A ~ . ~ s 4 ~ 1. ~J _ T - G - 41 9.5 0 I ~ / ~ lil! Ex~sT y s a ~ INV, OUT - 415.50 j ~ i - ~ ~i 1 FFE=431.78 ~ ~ i I - I 1 pc ~ 11 K ~ i ~ - y - ~ - - ~ ~ CB 11 ~ 7 k~~ ~ YI ~ ~ 5' CONC. r~. ~ Y I ~ ~ ~I ~ DI 8 D 10 i ~ T - /G - 414.50 y~. ^1 ~ F ~ ~ ~ - ~ , " ; INV, OUT = 410.5Q ~ ~ 50 LF - 15" R P ~ / \ C w a - m 1. 00~ ~ ~ - ~~r r.~ o ~ _ z ~ i ~ V I' li I c` ~ ~ ~ `v ~ ~ ~ ~ I y. ti ~ , . I 1 I4 _ ~ 1I l~\ ~ I ~ ,j' 207 F " ~ ; ~ L 24 RCP ~ 1 A .11- m ~ ~ ~ " ~ ~ " F YI M x~. r, 429.7 ~ ~ \ ~ DI 8 49 LF - 15 RCP DI 9 ~ ®1.02 ~ ~ ~ 429.50 w ~ • ~ i ~ ~ I~ ~ A ~ W ~ YI F CONS-H.---- = f. ~A, - ~ x b~, a= _f~ - PAD 430.00 ' , ~z I ~ ~ V ~ ~`i y E~.~~ o ~ ~ / DI9 n i i'I ~ '~''.r r~"' 429.50 W 4' 429.75 ~ ~~i ~ ~ TG-420. ~ INV. IN 415.00 (DI 10 ~l, I ~ ~ 9~ 4 F~~4 ~ fr~p ~ ~n. 42g ~ ~ . , ~ ~ _ ) I ~ ~ 84 LF - 24" RCP INV. IN - 413.17 (CB 11) III ' ~ ~ W ~ ®4.55 INV, OUT = 413,07 ~ \ 35.1' ~VEL SPREADER i II rty~ ;.`r - ~ TO DIFU~ FLOW (SEA' ~ xr.- i. ~ t~ ~ P _ DETAIL SHEET DT-2) DI 7 i I t~: 1 4 ;r 7 ~ ~ ~ r fi s W TYP. _ ~ ~ . W /c ) ~ "';its r~ ~ 1,k` P q`.... , r ~ ~ i DI 7 ~ 42 T/G = 414,50 ~ ~ ~ 427.40 s; , ~ z g INV. IN = 410. I~ i o ~ ~s, 00 (DI 8) I , ~ ~ INV. IN = 409,25 (DI 9) ~ L I, _ - . INV. OUT = 409.15 I ~ - ~ YI G M. - - Y „ ~:a E ~ 428.11 t ~ '1, r, 4-.-.t Y ~ - i a ~ " 1, t d ~yj Y R ~ , r. r .~,,r~/ ,m. „ av \ ~ r' n ~ ~~/~s 1. ~ V - 85 LF - 10 PVC , ` . ~ 3.53% ~I ~1 ,a ~ ~ k ~ 4 -Ir--- 4 ,a~ 1 , f ~ 427.40 27.40 4 8,11 28 11 k, o- , FES ~ 79 LF 24 RCP k INV. = 402,00 ®3. 9' ' I ~ 23 " Y a 'r ,4~~ . ~ c I ~S '~l " of s / ~ ~ 427. - I a~ 0 P ~ DI 6 - - ~ ~ o T/G - 410.50 ~ I, i INV, = 03.50 INV, IN = 4 I I N O6.60 1 INV, OUT = 406.50 (10" PVC I' w------N---V s ( ~ R, d t~ ~'"~G a!. ~ , i ~ ) d I " - " ~ 1 Sy A,~Y'r~ Kh t !S i.: v INV, OUT - 407.23 (24 RCP) 1~ j I ~ ~ ~ F+'~ ~ ~i , ~i ~ ~ 1~ ~ r J " I 95 LF - 24" RCP_ --_________24 RCP INV. = 405.71 ~ ~ ~ ~ _ = - ~~t ~ ~.ti,a~ \ ~ \ ~ ~ r~ 5:51' ~ ~ ~ ` B' SS CROWN ~OQ,96- ; - I I ~ . _ i / - Y Yk~ \ ~i'l- W I o. ~ I \ T C ~ - / - ~ I J <iE - 47 2 .40 x ~ ~ ~ I ~ 1 ao ~ ~ ~ ~ ~ - ~ ~ I - III ~ YI H ~ ~ ~ ~~,9s I I~ ~ NCDOT CLASS '1' RIPRAP-APRON ~ ~ I ~ ~ ~ 1 ~ s~ ~ ~ ~ r - 6 Lx8.5 Wx22"THIC µy a ~ ~ ~ ~ ii ~ ~ , 'r; ' 427.40 N L.L. 4 _ ' ~ ~ L. `z k C _ __--_._J ~ „j ~ . ~ i ~ ~ ~ / I ~ 4 k~~~ ~ , i, i ~ 7 iv i; ~ , '~kRlr, ? ~~rr ,l ~ - Q O ~ ~ 'i ~ ~ ~ ~ ~ I ~ p ~ 'k a.%- P ~4' ~ a,a;. ~ ~ ~ ~ ~ A ~ ~ - r rt r + `r g N u o+ti r ',I`,1 ~ _ CITY OF DURHAM DATE: 10 07-2004 S I~ ( ` ~ ~ w ~ ~ ~ li ~~~~r t~ ~ ` PUBLIC WORKS DEPARTMENT a ~I`°` SCALE: SEE SHEET s ~ ~ i ` ~ ;~~t~, coMMONS ~3 APPROVED ~~1~~,; ~ ti~ EMgNEERING DArE W ~ f \ ~ , v ~ \ i ~ JOB N0. 1191-01.10 • err ~u"'.~;:~ ~ < STORM WATER p 41~t! ~ ~ DATE ~ i~ ~ 1 \ ~1. •,r ~F , ".a T' ~l~~~~. iD111COf1DTINW f11T[ 5 DA ` DRAWN BY: DLP/EML I DATE CHECKED BY: WTO 00-ovs ~111151 I GRAPHIC SCALE 20 0 10 20 40 M j SHEET GRAPHIC SCALE m 30 0 15 30 60 O STORM DRAINAGE OUTFALL M 1 inch = 20 ft. I 1 inch = 30 ft. COURTYARD GRADING d' G-2 O FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION 0 OF 28