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HomeMy WebLinkAbout20021439 Ver 1_COMPLETE FILE_20020906MEMORANDUM TO: John Dorney Regional Contact: Steve Mitchell Non-Discharge Branch WQ Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Spring Hill Subdivision County Wake Project Number 02 1439 County2 Recvd From APP Region Raleigh Received Date 9/6/02 Recvd By Region Project Type Residential Subdivision Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class 'Acres Feet Type Type Impact Score Index Prim. Su Basin Req. RePp• q• ISO 39 6TH FT-0 N 27-43-15-3 NSW 30,403. 0.50 F__ F__ F- NBR Buffet, +O O N 30,403. • Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: New info looks OK> Still do not like crossing 1 but they do not own the land where I want it moved to to get out of the buffer. cc: Regional Office Central Office Page Number 1 Triage Check List Date: iofo102 Project Name: Spr;?? 411 DWQ#: o L - l 43 ? County: ao-i ,-L To: ? ARO Mike Parker ? WaRO Deborah Sawyer ? FRO Ken Averitte ? WiRO Joanne Steenhuis ? MRO Mike Parker ? WSRO Jennifer Frye 0 RRO Steve Mitchell ?D.eb b?.e, ?dwt?rolS From: n,4k Telephone : (919) The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps Minimization/avoidance issues 0 Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? 0 Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: Triage Check List Date: to) 6 )oz Project Name: slyer '?:Far DWQ#: o t - ? s _ County: N h To: ? AR Mike Parker ? FRO Ken Averitte teenhuis ? MRO Mike Parker Frye © RRO Steve Mitchell /Telephone Sawyer From: La rr\(B14 ) The file attached is being orw rded to your for your evaluation. Please call ' you need assistance. ? Stream length impacted ? Stream determination ? Wetland determina ' n and distance t blue-line surface waters on USFW topo maps ? Minimization/ av idance issues Buffer Rules euse, Tar-Pamlico, Cataw , Randleman) 1s 4-k, ?00 d e ? Pond fill ? Mitiga 'on Ratios ? Ditc g ? e the stream. and or wetland mitigation sites ava able and viable? 0 heck drawings for accuracy Is the application consistent with pre-application mee gs? ? Cumulative impact concern Comments: SPAULDING & NORRIS, PA Civil Engineering & Planning October 7, 2002 Mr. John Dorsey NC Division of Water Quality Central Office 2321 Crabtree Boulevard Suite 250 Raleigh, NC 27604-2260 Re: Request for Additional Information for Spring Hill Subdivision - Wake County DWQ# 02-1439 Dear Mr. Dorney, Attached are seven copies of all additional information/materials requested in your request for additional information dated September 16, 2002. Please note that all jurisdictional surface waters and wetlands on the property have been located and are accurately identified on the previously submitted plan titled "Wetlands and NRB Impact Analysis" (EX-1).. However, for clarity, a newly created plan titled "Wetland, Stream & Neuse Buffer Delineation" (EX--2), is attached for your reference. This plan shows the exact same wetlands, surface waters and Neuse Buffers indicated on EX-1, but without being cluttered by details of the proposed development. 1. Please note that beginning January 1, 1999, the N. C. General Assembly passed legislation requiring payment of a fee for all 401 applications, as indicated on page two of the PCN application form. The fee for applications is $200 for projects impacting less than an acre of wetlands and less than 150 linear feet of streams. For projects impacting one or more acres of wetlands or 150 or more feet of streams, the fee is $475. In order to process your request, you must send a check in the appropriate amount made payable to N. C. Division of Water Quality . Because permanent proposed stream impacts are less than 150 linear feet, a check in the amount of $200 was submitted with the PCN Application on September 6, 2002. Upon checking with DWQ Central Office Personnel, it was determined that proposed temporary stream impacts contribute towards the stream impact threshold when determining the appropriate fee to be submitted with the PCN Application. A check in the amount of $275 is attached to this response to cover the remaining application fee required. These two checks total $475 as required for review of this application. 2. Please provide details of the construction corridor of the proposed crossings I and 2 including pipes, fill slopes and inletloudet protection. Seven copies of detailed information for crossing 2 (Impact Area #3) are attached for your use (Street D Plan and Profile, EX-3). Please be aware that construction drawings for crossing 2 have not been completed at this time. The information provided herein for crossing 2 is preliminary, but is representative of what Spaulding & Norris, PA, anticipates will be required at this crossing. Construction drawings for crossing 1 (Impact Area #1) have been revised in order to reduce proposed impacts at this location. The proposed culvert at crossing 1 has been shortened by ten feet, reducing the proposed permanent stream impact for this location to 69 linear feet. As a result of this change, the total Phone: (919) 854-7990 • Fax: (919) 854-7925 •972 Trinity Road • Raleigh, North Carolina 27607 proposed permanent stream impacts now total 139 linear feet. This is reflected on the revised "Wetlands and NRB Impact Analysis". 3. Please provide additional justification as to why the road crossing within impact area one cannot be shifted east to avoid the stream and buffer impacts. As indicated on EX-2, the small property east of impact area one is not owned by Stafford Land Company, Inc. This property is not available for use in the construction of the proposed road crossing within impact area one. Hence, stream and buffer impacts in this location are unavoidable if this entrance is constructed. Shifting this proposed entrance east of the property not owned by Stafford Land Company, Inc., would be impractical since a second entrance is planned and approved for this area as indicated on EX-1. 4. Stormwater shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan for this project shall be provided to this Office before any of the impacts approved herein are conducted The plan shall sped all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the protected buffers as described above will be achieved Seven copies of the Drainage Plan (C-7) and the Erosion Control Plan (C-8) for Phase 1 of the project are included for your use. These plans constitute the stormwater management plan for this phase of the project. As requested, all stormwater discharge points, plan details and calculations are indicated on these drawings. All stormwater discharge points discharge stormwater into appropriately designed level spreaders per the North Carolina Erosion and Sediment Control Planning and Design Manual. The stormwater management plan has not been designed for the remaining portions/phases of the property at this time. However, be assured that the same or comparable stormwater control measures will be applied to the remainder of the site as it is developed. I trust that these responses to your request for additional information will satisfy any outstanding issues and answer any questions the NCDWQ may have for this proposed project and its proposed impacts to wetlands, surface waters and Neuse Buffers. Please do not hesitate to contact me if you have further questions, comments or concerns about this additional information or the application submitted to you on September 6, 2002. Thank you in advance for your time spent reviewing this permit application. Sincerely, Scott Mitchell, PE, LSS Cc: Mr. Mitchell Huff, Crossman Communities of NC, Inc. Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality November 25, 2002 DWQ Project No. 02-1439 County: Wake Page 1 of 3 Strafford Land Company, Inc. Attn: Robert R. Stafford 780-A NW Broad Street Southern Pines, NC 28387 Subject Property: Spring Hill Subdivision, Wade Nash Road, Fuquay-Varina, NC UT to Basal Creek [03-04-03, 27-43-15-3, B NSW] APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 213.0233) with ADDITIONAL CONDITIONS Dear Mr. Stafford: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact wetlands, streams and protected riparian buffers as described in the Impact Table below for the purpose of constructing the two road crossings and a sewer system at the proposed subdivision, as described within your application dated September 5, 2002 including revisions provided within a letter from Spaulding & Norris dated October 7, 2002. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of. Water Quality (DWQ) General Water Quality Certification Number(s) 3362. The Certification(s) allows you to use Nationwide Permit 39 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 and Non-discharge. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. Impact Table: Site Number Wetlands Acres Streams Feet Buffers ft Impact Type 1 Permanent 0.086 69 8,995 Road Crossing 1 (Temporary) 0.016 30 1,985 " 2 0.036 28 2,292 Sewer Installation 3 Permanent 0.275 70 7,529 Road Crossing 3 (Temporary) 0.088 25 2,149 " This approval is only valid for the purpose and design that you described in your revised 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). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. North Carolina Division of Water Quality, WETLANDS/ 401 UNIT 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands DWQ Project No. 02-1439 November 25, 2002 Page 2 of 3 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 in Articles 3 and 4 of G.S. 1506. 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 213 .0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. Attachments: Certificate of Completion GC 3362 WRP Notification Cc: Scott Mitchell, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office File Copy Central Files DWQ # 02-1439 Date: November 25, 2002 bz Sincerely, ?O?AT?qQ Michael F. Easley Governor Uj r William G. Ross, Jr., Secretary } Department of Environment and Natural Resources Alan W. Klimek, P.E., Director F a? Division of Water Quality NORTH CAROLINA DIVISION OF WATER QUALITY 401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 2H .0500 and 2B .0233, Strafford Land Company, Inc. have permission as outlined below and within the Water Quality Certification (WQC) Number 3362 w/ additional conditions for the purpose(s) of constructing the proposed Spring Hill Subdivision. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP) DWQ Project No. 02-1439 LOCATION: Fuquay-Varina COUNTY: Wake BASIN/SUBBASIN: 03-04-03, 27-43-15-3 As required by 15A NCAC 2H .0506 and 2B.0233 and the conditions of WQC No. 3362 w/ additional conditions, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands, surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the state. [Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre increments according to 15A NCAC 2R .0503(b).] 0 acres of Class WL wetlands 0 acres of riparian wetland 0 acres of non-riparian wetland 0 feet of stream channel 210 square feet of stream buffers One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee to the Wetlands Restoration Fund per 15A NCAC 211 .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC 213 .0242. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WRP. Signature Date WETLANDS RESTORATION PROGRAM (WRP) NC DIVISION OF WATER QUALITY 1619 Mail Service Center Raleigh, NC 27699-1619 (919) 733-5208 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/ Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality November 25, 2002 Strafford Land Company, Inc. kttn: Robert R. Stafford 180-A NW Broad Street Southern Pines, NG 28387 DWQ Project No. 02-1439 County: Wake Page 1 of 3 Subject Property: Spring Hill Subdivision, Wade Nash Road, Fuquay-Varina, NC UT to Basal Creek [03-04-03, 27-43-15-3, B NSW] kPPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Suffer Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS )ear Mr. Stafford: rou have our approval, in accordance with the attached conditions and those listed below, to place fill within it otherwise impact wetlands, streams and protected riparian buffers as described in the Impact Table below )r the purpose of constructing the two road crossings and a sewer system at the proposed subdivision, as lescribed within your application dated September 5, 2002 including revisions provided within a -letter from ;paulding & Norris dated October 7, 2002. After reviewing your application, we have decided that the npacts are covered by the N.C. Division of. Water Quality (DWQ) General Water Quality Certification lumber(s) 3362. The Certification (s) allows you to use Nationwide Permit 39 when issued by the US Army ,orps of Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for npacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or therwise comply with any other required federal, state or local permits before you go ahead with your roject including (but not limited to) Erosion and Sediment Control and Non-discharge. Also, this approval rill expire when the accompanying 404 permit expires unless otherwise specified in the General :ertification. npact Table: Site Number Wetlands Acres Streams Feet Buffers ft Impact Type 1 Permanent 0.086 69 8,995 Road Crossing 1 (Temporary) 0.016 30 1,985 99 2 0.036 28 21292 Sewer Installation 3 Permanent 0.275 70 7,529 Road Crossin _q_(Temporary) 0.088 25 2,149 " his approval is only valid for the purpose and design that you described in your revised application. If you range your project, you must notify us and you may be required to send us a new application. If the 'operty is sold, the new owner must be given a copy of this Certification and approval letter and is thereby isponsible for complying with all conditions. If total fills for this project (now or in the future) exceed one ,.re of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A CAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached ?rtification and any additional conditions listed below. North Carolina Division of Water Quality, WETLANDS / 401 UNIT 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (ohonel. 919-733-6893 (fax). httnJ/h2o.enr.stata.nr..iis/nr.watNnrla DWQ Project No. 02-1439 November 25, 2002 Page 2 of 3 any disputes over determinations regarding this Authorization Certificate (associated with the approved ,uffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to eview as provided in Articles 3 and 4 of G.S. 150B. -his letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act ind the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any luestions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. Klimek, F.E., 'Q, Director kttachments: Certificate of Completion GC 3362 WRP Notification Scott Mitchell, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office ''File Copy Central Files DWQ # 02-1439 Date: November 25, 2002 )z Sincerely,. Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality NORTH CAROLINA DIVISION OF WATER QUALITY 401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE SUMMARY OF.PERMITTED IMPACTS AND MITIGATION REQUIREMENTS n accordance with 15A NCAC 2H .0500 and 2B .0233, Strafford Land Company, Inc. have permission as outlined )elow and within the Water Quality Certification (WQC) Number 3362 w/ additional conditions for the purpose(s) of ;onstructing the proposed Spring Hill Subdivision. All activities associated with these authorized impacts must be ;onducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND \UTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS. 'OMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP) )WQ Project No. 02-1439 .OCATION: Fuquay-Varina :OUNTY: Wake 3ASIN/SUBBASIN: 03-04-03, 27-43-15-3 \s required by 15A NCAC 2H .0506 and 2B .0233 and the conditions of WQC No. 3362 w/ additional conditions, you are equired to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands, ;urface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the ;tate. Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre icrements according to 15A NCAC 2R.0503(b).] acres of Class W L wetlands 0' acres of riparian wetland 0 acres of non-riparian wetland feet of stream channel !1o square feet of stream buffers )ne of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee D the Wetlands Restoration Fund per. 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC !B.0242. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice Dr the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE . MPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN 'ROCESSED BY THE WRP. Signature Date WETLANDS RESTORATION PROGRAM (WRP) NC DIVISION OF WATER QUALITY 1619 Mail Service Center Raleigh, NC 27699-1619 (919) 733-5208 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 91a-7A9-1796 (nhona). 91.9-733-6893 (fax). hfD://h2o.enr.state.nc.us/ncwetiands/ . \o?0F WATF9pG ? r > --1 Q ? September 16, 2002 DWQ # 02-1439 Wake County Project Name: Spring Hill CERTIFIED MAIL - RETURN RECEIPT REQUESTED Stafford Land Company, Inc. 780-A NW Broad Street Southern Pines, NC 28387 To Whom It May Concern: On September 6, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetland for the purpose of a residential subdivision in Wake County. Approval from DWQ is required to disturb these areas. Please provide seven copies of the following information and refer to the DWQ# listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. 1. Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications, as indicated on page two of the PCN application form. The fee for applications is $200 for projects impacting less than an acre of wetlands and less then 150 linear feet of streams. For projects impacting one or more acres of wetlands or 150 or more feet of streams, the fee is $475. In order to process your request, you must send a check in the appropriate amount made payable to N.C. Division of Water Quality. 2. Please provide details of the construction corridor of the proposed crossings 1 and 2 including pipes, fill slopes and inlet/outlet protection. 3. Please provide additional justification as to why the road crossing within impact area one cannot be shifted east to avoid the stream and buffer impacts. 4. Stormwater shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the protected buffers as described above will be achieved. Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands xi Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality iffi-M information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, UIJ m R. ??Me4y 1 Wa ication Program JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Scott Mitchell, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607 SPAULDING & NORRIS, PA Civil Engineering & Planning September 5, 2002 Ms. Amanda Jones US Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of the Neuse Road Suite 120 Raleigh, NC 27615 "" 4 Mr. John Dorney NC Division of Water Quality Central Office 2321 Crabtree Boulevard Suite 250 Raleigh, NC 27604-2260 r C r 1W Re: Pre-Construction Notification Application Form for Spring Hill Subdivision Fuquay-Varina..' Dear Ms. Jones and Mr. Dorney, Attached is one copy of the completed PCN Application Form for proposed wetland and Neuse Buffer impacts for the Spring Hill Subdivision in Fuquay-Varina. Included with the completed PCN Application is a copy of the "Notification of Jurisdictional Determination" issued by you (Mrs. Jones) on July 26, 2001, along with a copy of the surveyed, approved wetland delineation (wetland delineation was completed by Brady & Associates Forestry Service). As required, a "Wetlands and NRB Impact Analysis" map is included with this application that indicates proposed site development, extent and location of all wetland and Neuse Buffer areas on the property and all proposed impacts to these areas. Three individual perpendicular impact locations are identified and appropriately labeled on this map. Other, non-perpendicular, impacts are proposed for the sanitary sewer outfall as indicated. Locations of proposed - e impacts are indicated separate an is mct hatch patterns per the Legend on the "Wetlands and IN-1t-Adt&1ys&':--'A'side from individually identified perpendicular crossings, the proposed sanitary sewer maintenance corridor will impact Zone 1 of the Neuse Buffer in two locations. e total of the proposed impacts in these two locations is 70 square 17w-ner ses to mitig ese impac ymen o ee 201.60 per 15A NCAC 02B. 0242) to the Riparian Buffer Restoration Fund. A Neuse Buffer concurrence meeting was held on this site on June 27, 2002. On this date, Ms. Debbie Edwards from the DWQ Raleigh Regional Office confirmed the Neuse Buffer Delineation as presented on the "Wetlands and NRB Impact Analysis". All applicable Neuse Buffers on the property are indicated on this map. A copy of the correspondence is included with this Application for your reference. Please do not hesitate to contact me if you have questions, comments or concerns about this application. Thank you in advance for your time spent reviewing this permit application. Sincerely, Scott Mitchell, PE, LSS Cc: Mr. Mitchell Huff, Crossman Communities of NC, Inc. Phone: (919) 854-7990 * Fax: (919) 854-7925 • 972 Trinity Road • Raleigh, North Carolina 27607 NORRI Civil Engineering & Planning AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: S?-S?orj Lc.rd Cor.pL, Inc . Address: -7ga Q MW R r oval 3+ ree SowA6,Prn n e-,, ML Z'9 3131 Phone: Project Name/Description: 5p r;r,q N;1t - Res;de?i;? Date: Ma,,, 2`I -1 ao- The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402-1890 Attn: Arno nda -lone- Field Office: tZate;qh Re??Kt0.?0?4 FiEla OF,ee Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the 27'0> day of Mme,, 2oo7- This notification supercedes any previous correspondence concerning the agent for this project. cg2???- P T Owne ' s me P6 AOPER Y O er's Signature Cc: Mr. John Dorney NCDENR - Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone: (919) 854-7990 • Fax: (919) 854-7925 •972 Trinity Road • Raleigh, North Carolina 27607 U.S. ARMY CORPS OF ENGINEERS Wilmington District Action ID: 200121155 County: FILE COPY Wake NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner Stafford Land Company Address Box 780-A Northwest Broad Street Southern Pines, NC 28387 Authorized Agent Brady & Associates Forestry Services Attn: Harold Brady Address P.O. Box 1673 Southern Pines, NC 28388 Telephone Number 910-692-6347 Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is located on the north side of Old Powell Road (SR 1111), approximately 0.5 miles west of its intersection with N.C. Hwy 55, north of Fuquay-Varina, Wake County, North Carolina. Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary high water marks, located adjacent to and including unnamed tributaries of Basal Creek, above headwaters, in the Neuse River Basin. Indicate Which of the Following Apply: There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on your property. Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey. X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Placement of dredged or fill material in wetlands on this property without a Department of the Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the property restricted entirely to existing high ground. If you have any questions regarding the Corps of Engineers regulatory program, please contact Amanda D. Jonesat telephone number (919) 876 - 8441 extension 30 Project Manager Signature Date July 26, 2001 Date July 26, 2006 SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM. I State of North:.G- rollna, Department of-Environment and Natural Resdurces Raleigh Regional Office Michael F. Easley, Govert or William G. (Bill) Ross, Secretary NCDENR ENVIRONMENT AND NATURAL RMSOURCES Division of Water Quality July 16, 2002 Roy Conoly Spaulding & Norris, P.A. 972 Trinity Road Raleigh, NC 27607 Subject: Neuse..River. Basin.Buffer Rules NBRRG 02-158 Spring-Ilill Fuquay=Varina, Wake County, NC Dear Mr. Conoly: On June 27, 2002, I conducted a site visit of feature A involved in the above referenced project as identified on the attached maps. It was determined that-feature A shown on the Wake County Soil Survey, but•absentontthe-USGS F'uquay-Varina, NC Quad map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A: 02B.0233 (NCAC .0233), All other features depicted on both maps within- the property boundaries were not contested and are subject. Feature A was found to. be subject at flag C-8/C - 5. This letter only addresses the applicability of the Neuse. Buffer. Rules.. -For information relevant to wetlands-and'other impacts, please contact the Central Office at 733-1786. Thank you for your attention to this matter and if this office can be of any assistance or if you have additional questions, please do not hesitate to contact us. Sincerely, D6borah Edwards Environmental Specialist I cc: John Dorney/DWQ Wake County 1628 Mall Service Center, Raleigh, NC 27689-1628 An Equal Opportunity Affirmative Al tlon Employer 300 'd 81Lt ILS 616:131 Telephone (919)571-4700 FAX (919)571.4718 50% recycled/10% poet-consumer paper Ll ONE 8N300N 10:91 (I0 Z0 ,91- '0(ld Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".) 1. Processing 1. Check all of the approval(s) requested for this project: 0 Section 404 Permit Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ M 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ICJ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: Stafford Land Comp= Inc Mailing Address: 780-A NW Broad Street Southern Pines, NC 28387 Telephone Number: 910-692-9808 Fax Number: 910-692-9801 E-mail Address: 2. Agent/Consultant 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: Scott Mitchell Company Affiliation: Spaulding & Norris. PA Mailing Address: 972 Trinity Road Raleigh, NC 27607 Telephone Number: 919-854-7990 Fax Number: 919-854-7925 E-mail Address: scott@Wauldingnorris.com Page 5 of 13 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, f 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: Spring Hill 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 0657.01-48-4603 4. Location County: Wake Nearest Town: Fuquay-Varina Subdivision name (include phase/lot number): Spring Hill Subdivision Directions to site (include road numbers, landmarks, etc.): From interchange of US 1 & NC55, proceed south on NC55 past Holly Springs towards FugpU-Varina Approximately 4 miles past Holly Springs, turn right onto Wade Nash Road. Site is on left (south side of Wade Nash Road approximately 0.3 miles from intersection w/ NC55 5. Site coordinates, if available (UTM or Lat/L.ong): (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. Property size (acres): 51.09 acres (total) 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Basal Creek 8. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enf.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Majority of site is mature mixed hardwood and pine forest Remainder of site is abandoned agricultural field(s) Approximately 2-3 residential properties border site in southwest corner, remainder is forest and active agricultural land Page 6 of 13 10. Describe the overall project in detail, including the type of equipment to be used: The southern 2/3 of the property will be developed into a residential subdivision divided into 3 phases. The northern 1/3 of the property will be developed into commercial sites Anticipated equipment types used during construction of this project include Track-hoe excavators Pans Front-end loaders Paving Equipment etc 11. Explain the purpose of the proposed work: The proposed work will provide infrastructure for residential and commercial development on this property. 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 Jurisdiction Determination was issued for this site on July 26 2001 (USACE Action ID# 200121155). A DM Neuse Buffer Concurrence Meeting was held on this site on June 27, 2002 (letter attached) No impacts have been applied for or currently exist on this site V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. There are no further permit request anticipated for this site 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 7 of 13 1. Provide a written description of the proposed impacts: Proposed impacts include the installation of two road crossings gravity sanitary sewer to serve the proposed subdivision and a sanitary sewer pump station and pump station access road in the northwest corner of the site 2. Individually list wetland impacts below: 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*** 1 (Permanent) Road Crossing .086 No 0 Forested Wetland 1 (Temporary) Road Crossing .016 No 0 Forested Wetland 2 (Temporary) Sewer Crossing .036 No 0 Forested Wetland 3 (Permanent) Road Crossing .275 No 0 Forested Wetland 3 (Temporary Road Crossing .088 No 0 Forested 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 floodplams 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 athqp://www.fema.go . *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 12 acres Total area of wetland impact proposed: .501 ac (.361 ac perm.:.l4 ac temp.) 3. Individually list all intermittent and perennial stream impacts below: 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? leasespecify) 1 (Permanent) Road Crossing 79 UT to Basal Creek 5 Intermittent I (Temporary) Road Crossing 30 UT to Basal Creek 5 Intermittent 2 (Temporary) Sewer Crossing 28 UT to Basal Creek 7 Perennial 3 (Permanent) Road Crossing 70 UT to Basal Creek 5 Intermittent 3(Temporary) Road Crossing 25 UT to Basal Creek 5 Intermittent * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), N stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation 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.usas.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, wanvy.mapquest.com, etc.). Page 8 of 13 Cumulative impacts (linear distance in feet) to all streams on site: 149 Permanent . 83 Temporary. 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on ma Type of Impact* Area of Impact (acres) (if Name p Waterbody applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) None Proposed T List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation 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.): N/A 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. Road crossing pump station access road crossing and gravity sanitary sewer crossing are all designed as close to perpendicular as is practical. Aside from two road crossings and one rags vity sanitary sewer crossing, sanitary sewer easement is only proposed encroachment into wetlands or Neuse Buffers 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 Page 9 of 13 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 http://h2o.enr.state.nc.us/ncwetlands/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. The owners plan to make a payment to the WRP. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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): None Amount of buffer mitigation requested (square feet): 70 sf of non perpendicular sanitary sewer zone 1 impacts. Amount of Riparian wetland mitigation requested (acres): None Page 10 of 13 Amount of Non-riparian wetland mitigation requested (acres): None Amount of Coastal wetland mitigation requested (acres): None IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) 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 (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No F-1 If you answered "yes", provide the following information: 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 uare feet Multiplier Mitig th?io t 1 91610Per.,1852Tem 3 210 sf 2 9206Per.,2282Tem 1.5 None Total 18 16Per.,4134Te. 210 sf * 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. Page 11 of 13 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 identified within 15A NCAC 213 .0242 or.0260. Buffer mitigation will be required on 70 sf of non - perpendicular sanitary sewer impacts in Zone 1. The total amount of mitigation required for this impact is 210 sf (Zone 1 impacts x 3)The Owner proposes to make payment to the WRP in the amount of $201.60 as mitigation for these impacts if acceptable to the NCDWQ. XI. Stormwater (required by DWQ) 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. Aside from dirt paths, no impervious surfaces exist on the property. Exclusive of home and commercial sites 6.6 acres of impervious surfaces are proposed Appropriately designed level spreaders will be installed at all concentrated stormwater outlets. X11. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater generated at the roposed project will be collected by the Town of Fuquay-Varina sanitary sewer system and treated at the Fuquay-Varina WWTP X111. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No 9 Is this an after-the-fact permit application? Yes ? No X 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). Page 12 of 13 Applicant/Aged Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 -- Ce 2 .. -o ...-.._.._? G2 - Cg62 CeF eF ?? (\ ? Ce F MA z ?' e? CeC2 ?? Gg' Gu G e? '? 1162 CgB2 Wn. 11B2 CeC2 p , ; Cg C2 CeD v LdB2 N ° \ Cg / G CeF r .• ? Sw --- ? ?Ce ? A e ? , y ? ?C A CeC ?Ga?O ,?eE ( LdC2 CIE3 hln ?/ 'CeF CeF ApB2 t Ge ? CeC2: CeDo'"? ? ?` :1?gC ? ApC2 - 'oO? CeC '1 Bass Lake ? ? -Wa4 CgB2 I AoB2 CtE3'f \ QQ + N c2 Ca Ce62 O GeF v _ Wai ? q ,. r'• AgC2 ??2 ??V' ' ? T A?? ? `? '" T Mie U02 3eF ?? f ?o i 9 /I P .C CeC2 ?i LdB2 CeD { CgB2 CgB2 CI63 ype Gti? 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IRA R S o? b 0 q _ _ I ~ ~ ~ \ Q ~ L a, t ~ ~ ~~c 0 0 s ~ 3 J ,fir , o~ ~ ~ ~o ~ ~i ~ ~ LEGEND J x ~ ~ N z W WETLANDS ~ ~ ' y 2w i Oa WETLAND IMPACT AREA S ~ ~ I NEUSE RIVER BUFFER W ~ / ' ZONE 1 IMPACT AREA ~ W S o~ NEUSE RIVER BUFFER / N 2 IMPACT AREA ~ " ZO E 2 / i ~ ~ IMPACT AREA 1 / - # 1 r ROAD CROSSING IMPACT AREAS THESE AREAS ARE CUMUTATNE FOR THE ENTIRE SffE AND ARE a INCLUSNE OF THE REMAINING SAN. SEWER EASEMENT IMPACTS ~ ~ XI ~ , WETLAND (PERM.)= 0.086 AC ~ 'y ; WETLAND (TEMP.)= 0.016 AC r ~ IN THE CHART BELOW ~ / PERMANENT WETLAND IMPACTS 15,725 SF OR 0.361 AC ~ ~ STREAM PERM. = 69 LF ( ) ~ / STREAM TEMP. = 30 LF TEMPORARY WETIAND IMPACTS 6,098 SF OR 0.140 AC r NEUSE RIVER BUFFERS TOTAL WETLAND IMPACTS 21,823 SF OR 0.501 AC f ~ f ZONE 1 (PERM. = 3,859 SF ~ \ ) ~ / ~ ZONE 1 (TEMP.)= 434 SF a PERMANENT STREAM IMPACTS 139 LF ~ N ' ~ a a TEMPORARY STREAM IMPACTS 83 LF I~ r \ ~ / ~ 1 ZONE 2 (PERM.) 5,136 SF a ~ a I ~ o~ / r ~ ZONE 2 (TEMP.)- 1,551 SF ~ ~ r ~i~. ~I ~ ~ a a TOTAL STREAM IMPACTS 222 LF ~ ~ ~ a a h a ~ (p ~ a a PERMANENT ZONE ONE NRB IMPACTS 9,610 SF OR 0.221 AC ^ ~ / / ~ .G ~ / ~ ~ / / I ~ a a TEMPORARY ZONE ONE NRB IMPACTS 1852 SF OR 0.043 AC +N+ N ~ ~ a ~ ~ ~ i / / I I a a ~ ~ o a a IMPACT AREA 3 PERMANENT ZONE TWO NRB IMPACTS 9,206 SF OR 0.211 AC 0 0 ~ ~ / I A. 0 a TEMPORARY ZONE TWO NRB IMPACTS 2,282 SF OR 0.052 AC 5( ~ a a ~~pp ~ / ~ ~ / / ~1 / / i / / / ~ \ycP ~ a a ROAD CROSSING TOTAL NEUSE RNER BUFFER IMPACTS 22950 SF OR 0.527 AC N L ~ ~ ~ C 0 ~ 1 1 ~ ~ ~ i 1 1 ~ a a 0 U a s WETLAND (PERM.)= 0.275 AC V S O ~ r a WETLAND TEMP. = 0.088 AC t a ( ) c f.. ~ a a a REMAINING SANITARY SEWER EASEMENT IMPACTS ~ p ~ ~ 1 a a STREAM PERM. = 70 LF • IDENTIFlED BY HATCHING PER LEGEND • N 2 I a ( ) p n ~r ~ \ \ ~ a a STREAM (TEMP.)= 25 LF O ~ , ~ I, ~ \ ~ 6, $ a a a WETLANDS (TEMP.) 12,502 SF OR 0.287 AC t ~ 1 a a o~,.~ y1 ~ ~ ~ ~ ~ 6y a NEUSE RIVER BUFFERS NEUSE RNER BUFFERS ~ a s a ZONE 1 (PERM.)= 4,310 SF p" ~ h a ~ ; ti a I a 1 ~ ~ a ZONE 1 TEMP. = 1 418 SF ZONE ONE 70 SF OR 0.002 AC ~ v ~ ~ 1 \ \ ~ a a ( ) Z N TW R 1 ~ a OE 0 852SF0 0.09AC ~ 1 \ ~ r ~ ~ ~ - \ \ i ~ s 1 a a c $ a ZONE 2 (PERM.)= 3,219 SF p ~ I \ ~ a a ZONE 2 TEMP. = 731 SF t ~ ~ I \ a ( ) ~ a a ~ 1 \ \ ~ 1 ~ \ ~ ~ \ 1 \ ~ a a a a a a a a ~I I - ~ 1a a ~ i \ ~ ~ 1 I a a a a a I ~ ~ I~ I ~ 1 a a a a E ~ ~ ON b ~ ~ ~ ~ i- ~ a a a ~ \J~ ~a a / 1 ' ~a ~ ~ ~ - s 1 a a s a I~i~ ~r ~ ~ - a a a ' f ai ~---~/a--a~' ' ~ ~ ~ / ,---a a oN ~ 1 - - ~P ~ ~ - n m ~Q ~ ~ a a ~ a J ~•~T \ ~ / 1 N ~ Q 1 ~ ' 1, i 1 OH ~a ~ i"~ ~ 1 ~ ~ 1 ~1 W I \ i ~ U~ 1 ~ ~ ~ 1 N 1 , r i ~ ~ Z A' E-~ / / - ~ ~ \ \ , ~ p, ~ a ~..r a ~ ~ ro a / 2 a \ / ~ 1 ~ N \ \ 1 1 - ~ a / / o S ~ - ~ ~ ~ a!' / / h x a m W 1 A rn ~ ~ w ~ ~ \ ~ / *r ~ ~ 1 a _ O C) ~ Uy C10 --J ~ ~ I I / n I ~ I ~ O ~ y Ii1 O ~ ~ ~ N I ~ o ; I~? 1 ~ ~ ~ / a~ / ~ a ~ ~ / N ~ 1 ~ 1 1 / _ 1 ~ ~ a~ a I ~ ~ a s a a s a j a / a s a s a s a o I a 1 ,i / ~ ~ a a a ~ a a a l p / ~ a a , a a a i1 r~ a a a a / I I 1 ~ ~ ~ a a? a a s a s 0 1 r ~ ~ I ~ a a a a irk a ~ ~ ~ ~ a ~ 1 1 ~ ~ i a a ~ a~, ~ r,r 1 ~ ~ ~ i ~ 1 / ~ ~ ~ rr~rrrrrrrn~rr~rrrr~rr~'i-kRr¦ ¦rnrr r~rr ~ d ~ a ,.a-- , 1 r ~ ~ _ I l / D ~ r / ~ i~~~ I I 1 a / a '""a a s a ~ x ~ a a y 4 a ~ ~3 - a ~ ~ a~ ~ h 4 / a I ~ 1 / / li'' ~ / / / - a V ~ ~ a n \ \ \ ~ - ~ a a Q; N 1 I / ,1 ~ ~ / ~ ~ b a / / O a / 2 a i ~ 1 / / l ~ / r a a % ~ \ d / / ~ Z Z H ~ ~ - / / ' IMPACT AREA 2 \ ~ ~ . ~ ~ / \ \ I 1 / ~ / / SAN. SEWER INSTALLATION / J \ ~r ~ I 1 / ~ \ ZI 1 ~ _ o ~ \ ~ WETLAND (TEMP.) 0.036 AC Z \ a ~ / ~ ~ / , \ ` I STREAM TEMP = \ ~ „ ( 28 LF ~ f ~ b D ~ ~ / • ; NEUSE RIVER BUFFERS ~ ~ ~ ~ _ ~ ~ ~ a ZONE 1 PERM. = 1 441 F ~ I ( ) ~ S y ~ <n \ ~ ~ / ZONE 2 PERM. = 851 SF \ , ( ) \ ~ t ` `~vJ ~ to ~o J Z d O / ~ / , 3 ~ O ~ I / ~ ~ DRAWfNG N 1 GRAPTiTC ~C AT.F SHEET U 100 0 50 100 200 400 O 400 L a 0 0 m ( IN FEET ) PROJ UMBER 1 inch = 100 ft, Lo k N 11 28EX-1 01 W Q O ~ / / ~ a ~ ~ / , - ~ ~ ~ ~ ~ ~ \ ~ ~ ~ / ~ 0 N Q, i ~ \ f \ i / 2 O_ / ~ ~ ~ ~ ~ \ / ~ ~ \ / ~ ~ / ~ / ~ ~ r ~ I N E / ~ / ~ ~ I J / ~ / ~ y / ~ I ~ i i / ~ 39+00 , ~ \ ~ ~ ~ / O 2 +00 ~ \ \ ~ \ ~ / ~ / ~ ~ ~ i / N ~ 1+00 ~ ~ \ \ / / / ~ _ ~ \ \ ~ _ / ~ \ / \ ~ li ~ ~ ~ ~ ~ _ - ~ / _ I \ ~ _ \ / / / ~ ~ ~ ~ ~ ~ \ f~'` ' ~ / / ~ , / x \ I \ ~ \ \ \ - ~ / ~ I ~ \ \ J i / \ \ W / / (n e 12+00 / v / \ ~ kp0 \ ly ~ ~ ~ ~ ~ 1~ ~ ~ \ / ~ - \ \ ~ ~ \ / ~ / ~ ~h ~ ~ ~ ~ six / O ~ ~ \ ~ ~ \ \ O DO \ ~ ~ ~ / ~ ~ \ ~ i \ ~ ~ \ ~ \ ~ / - \ ~ ti / \ °N ~ N \ O ~ C ~ C~ ~ ~ ~ / F \ \ ~ ~ ~ . / ~ M ~ 0 ti 0~ \ ~ 0 C k \ ~ ~ ~ \ / m r 3 ~p p ~ / E ~ ~ ~ \ / ~ ~ \ ~ ~ / ~ / ~ ~ \ ? ti, o ~ 0 . ~ ~ \ ~ 0 _U o U ~C O ~ . - i I ~ ~ , -C ~ t ~ ~ \ \ ~ \ \ ~ ~ \ ~ - ~ ~ ~ \ ~ \ \ ~ c C ~ m ~ ~ ~ ~i / ~ I ~ FILL LIMITS \ ~ ~ ~ ~ \ / N 0 ~ P~ ~ ~ z \ / a, ~ ~ ~ ~ ~ ~ I ~ ` ~ \ ~ ~ / \ O O ~ ~ ~ ~ ~ tp ~ ~ \ \ t ~ ~ r ~ ~ L i ~ ~ / \ ~ O^ ~i ~ ~ - ~ \ J ~ O ~ \ ~ ~ ~ ~ ~ I I 1 RI A \ - _._ri 1 ~ ~ ~ CLASS P ~ \ ~ ~ ~ ~ p " \ ~ - / / ~ ~ ~ ~ W TLANDS \ ~I i ~ ~ ~ / 1 ~ _ 12~Lx20 Wx24 K ~ ~i ~ ~ ~ ~r / ~ / ~ ~ I \ ~ ~ \ \ ~ ~ ) ~ \ ~i \~i r i ~ I ~a / ~ _ r-+-- ~ ~ ~ a 410 4~0 LO POINT ELEV = 389.80 LO POINT STA = 5+31.78 VI STA = 15+ 1.78 PVI ELEV = 38 .30 A.D. = 2.0 K = 100.0 z 200.00' vc ~ ~ ~ 400 ~ 0 w 400 ~ aro o ~ o M a ~ M O SED CL PROFIL EXISTIN CL PROFILE ~ M ~ M PROP SED CL PROFIL ~ GRADE INE ~ ~ GRAD LINE LINE n~i w N U U > U > o > m W W m (D 0 1.009 . N re O _ ~ ~ ~ ~ 390 U ~ ~ 390 / ~ / 3 \ ~ 3 54" RCP Q Z a P ELIMINARY DESI N) a ~ / J ~ ~ / 0; z ~ H x V I Q 1 ~ ~ Q; i n Z co ~I Q 380 Z ~ 380 c a L O ~ ~ O Q C HI J O r-I f0 .4~ C E C O L .H C W ~ DATUJf DSLBV ~ 870.00 0 N nN ~pN ~N C0~ O~ M~ ~0 M~ ~ N r0 s0 O ,p ,D N M tt ~ .a ~ N~j ~M AIM ~ ~ p p Oi'„ ~0 ~ ~ O 1~7 Oi Of pp O pp ~ OD ~ ~ p, ~ v, ~ ~QN~ M~ M~ M~ MM MM MM MM MM ,ryM M ~ MM MM MM M M M L N Z ~ 3+00 ~ 4+00 15+00 ~ s+oo 17+00 ~2+00 18+00 19+0o GRAPHIC SCALE a zs ~ S0 DRAWING 3 SF~ET 0 tnrr~ w N N 3J inch 50 M EX-3 U Q1 O C PROJECT DER a 0 0 m 289-01 T) N L~ i _ _ \ ~I F'~ Q Q I J / / \ ~ ~ i ~ f3 L/ 9 ~ ~ ~ o ~ ~ ~ i Z9~ ~~0'~ 4y '1~ ~N 0 Z 0 ~WW ~ ~ N 1` M~ LLI I Z / n~ V1 ~ i Oiy ~i i ~ 0 , P ~ Q / ~ ~ ~ 0 , ~0 i 0 ~ ~ i - ~ , ~ ~,P \ ~ E , OQ ~ 0 R ~ 0~ ~ Q , ~P i ~ 5 I 4~ J I / ~ X I ~ \ J / ~ ~ ~ / ~ / ~ ~ wJ ~ ~ N 1 ^ i f , ~ i I ~ ~ j, ~ i ' /f i ~ , WETLAND l ~ ~ WETLAND LIMI o ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ / ! ~ rn ~ N ~ . i ! c ~ rn ~ a > 0 p0~ t1, 0 C k ~ ~ i ~ ~ i ~ ! a ~ L ~ / i / / ~ ~ ~ / ! o U Z i ~i i a~ , ! V c o t` i i ~ J ~ ~ ~ ~ ~ ~t ~ ~ ~ ~ ~ r i ,a ~ a Os p ~ ~ . 1° ~ _ ~ ~ ~ a ~ N 2 a ~ ~ ~ d~ i ~ , i I ~ o~~`~ ~ ~ t~ ~ ~ o~ a ~ i ~ ~ a p p~ ~ ~ / ~ ~ 1 a ~ a ~ ~ ~ ~ 1~ ~ ~ 1 ~ a ~ ~ ' ~ \ ~1 ~ 1 ~ p H ~ ~'f ~ ~ a r ~ ~ a ~i ~ ~ I ~ I 1'~ ~ ~ ~ l ~ al a ~ ~ ~ ~ ~i ~ ~ \ a 3.~ ~ \ ~ I ~ ~ ~ ~ a ~ ~ \ ~ 1 a ~ ~ a l a 1 ~ ~ ~ a ~ ,a - ~ ~ ~ a I - - a ~ a ~ i NE - a ~ o ~ ~ . a ~ ~ ~ ~ yT ~ b HF' -5---- p ~ / ~ ~ - ~ --3 ~ 1 / __a a ~ a ~~6 ~ / - - - - - TronsmJ,sslon Cin -~?~E- _ _ n - - _4H ' - _ OHE ~ 1 / ~ ~ ~ i ~ ~ - _ _ ~ / ~ 0 1 ~ I ~ NEUSE BUFFER _ , a ~ 0 9 a -L ~ ~ 1 ~1 ~ ZONE 2 \ w ~ ~ / ~ ~<< O Q Y / _ _ / y 4 ~ > ~ T / / ~ ~ ~ JURISDICTIONAL ~ ~ i / - _ _ - / _ - ~ ~ CHANNEL ~ I a / _ (U \ O / ~ , N ~I v I I ~ / ~ ~ o 3~ \ Q I NEUSE BUFFER / a ~Q ~ , / a \ 1 1 ~ ZONE 1 - i ~ . ~ ~ ~~c- -sue ~ s. / fi i 1 ~ \ N ~ ~ ~,-';e- a o ~ ~ ~ / a a ~ ~ ~ I i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ I ~ a ~ ~ ~ q ~ I 1 ~ I ~ a ~ ~i ~ ~ ~ a I ICI ~ ~ ~-~?I_ -ii d ,X Z ~ ~ L ~ X X71 ~ ~ fi ~ Q ~I i I I /J/ ~ ~ m ~ 1~ i ~ r-' cn I ~ / 1 ~ d zl \ / ~~_1 / / 2 i ~ ~ / ~ ~ I I Q L I ~ ;l ~ ~ ~ ~ ~ o ~ ~ \ Q lay J H \ ~ ~1 C'r ~ \ \ / i ~ \ ~ ~ / i ~ ~ ~ ~ \ ~ ~ c \ o \ ~ ~ I w \ i O c ~ \ ~ w \ ~ i ~ o \ / \ b \ y / ~ f0 \ / ~ z I m ~ _ J I ~ ~ 1 3 ~ DRAWING ti O SHEET m GRAPHIC SC N M 0 50 100 200 400 4J ~W U O O Ex-2 L a PROJECT NUMBER C) IN FEET 1 inch = 100 ft • . 289-01 cu EL N ~ / O ~ J W \ \ / / - \ Qo - ~ ~ \ / _ ~ - / \ \ / - - ~ \ _ _ ~ / - ~ / ~ ~ , ~v 1 ~ ~ ~ ~ ~ ~ i ti. - - / ~ ~ ~ ~ \ o ~ \ V~ 1 \ \ ~ ~ ~ ELAN D~ ~ \ \ ,oo~ \ ~ , • o 1 ~ ~ ~ CONSERVATION Ey,ASEMEN~,~~ou"j~V~~ ~/i ~ \ ~ ~ARyf['p~U~~ ~ ~ ~ ~ J \ ~ i ~ ~ \ \ ~ i ~ ~ ~ ~ , ~ ~ ~ ~I ii ~ N ~ ~ ~ ~ ~ ~ ~ ~L i ~ ~ / i 4, \ ~ _ ~ \ SERF(/ N'E~Ev`1ENT ~ V~ ~ ~ 7~ \ _ _ / ~ - -Vi ~i-- ~ ~ ~tuunnr \ ~V - ~ ~ ~ ~ ~ „ N~ ~ ` \ ~ / I ^ -BRAI~~ ~ 37 .9 / ~ ` 3 3 N FF~ \ '~Y = FES-5 i !L _ .r. ~ J , d Q',. ~ ~ ~ 116 ~ ~ ~ ~ \ ~ MIN r~ \ ~ _ - 1 \ ` \ MIN FF~' / ~ 37 9 ~ ~ \ ~ - / ---o-- \ \ \ \ \ L - _ \ \ ~ = ~ ~ \ \ \ ~ ~ \ I - _ ~ \ 36 ~ I o N \ ~ / ~~j~ ~ ~ ~ ~ ~ ~ ~ MIN ~ ~ -F- - ~ ~ ETA \ \ ~ ~ ~ ~ \ \ ~ ~~1 ~ r ~s.~ ( ~ ~ / / ~ X43 ~ ~ ~ ~ ~ ~ . ~ - Z - \ \ \ \ \ ~ \ ~ '0 0 of \ \ \ ae \ - ~ k p ~0 0 \ / ~ ~a9<~ \ ~ / N a~zs - ~~9 ~ \ v'~ o U C O / ~ ~ \ ~ ~C ~ ~ / ~ 45 e 46 ~ ~ / ~~396~ ' ~ \ \ ~ \ ~ \ 0~ \ \ \ - - ~ \ \ ~ \ ~Z~. \ \ \ ~ ~ _ \ I 0 O , ~ \ \ \ ~ \ \ ~ ~ tO a ~8. ~ _~59B~ \ ~ \ \ ~ ~ Oi ~ \ \ \ -390---_ ~ ~ \ ^ ~ \ ~ 00 \ \ \ \ ~ ~ ~ an -qvoRi ~~UBLMENT ~ ~ \ \ \ \ + I 4Z ? / ~ ~ I i ~ ~~oa_ I ~ \ \ \ \ ~ ~ N C \ \ ~ _ O \ \ \ ~ 1 Vi \ ~ .C \ ~ \ \ \ ~ \ ~ \ \ \ ~ \ \ \ \ A \ a~ \ ~ ~ \ \ C \ \ ~ \ \ I` 1 I~I I\ \~N~E\I \ I U"-24 \ \ 40 ~ / / /A°~ ~ ~ ~ ---~oe~_ ~ ~l \ -L _ \ \ ~ - \ ~ \ ~ \ \ \ \ / \ ~ / ~ E DVS I + \ \ PE C 0 \ ~ \ \ STD 01 i ~ k ~ (BO DS) N \ ~ ~ - - i ~ \ ~ . i.., ~ cl-2 +ot 6 \ x 9 L \ \ ~ } \ - - .i \ + / / ~ \ ~ i \ ~ + ~ \ ~ \ i ~ \ o \ _ _ 1 Y \ \ \ \ ~ ~ \ ~ y0 ' 1` ~\I .v~~ll V~~~~\~ ~ ~ III II ll ~ ~ / -4 ~ ~ N m \ ~ N ~ m \ ~ a, } \ I rn ~ o \ I + v, o v m O W \ I e Z 2 Z O 1 I v \ ~ C9 3 CC TA ~ ~ ~ a a RM SEWER ESIGN DA 1 I Q _ W SO A \ ~ Q p \ ~ o ~ o 0 \ ~ ~1 \ \ 'Lv ~ ~ 1 / ~37~ ~ ~ ~ ~ l~ ~ ~3 I 341 N O us 1 - - Sub T td 1 0 D otd) gape P'qe Sipe fdl Fdl Flan ~ US DS T \ Totd ° Int Runoff 0 (filet) {cis C°P~Y ft ~ ft aP \ Fran io (acros) .~Y ) (ft/ft) ) ~ ) Q. \ Gres) (m./hr.) Caef. ( ) 1.8 206.60 1 316.00 75.46 ~ 4 q-3 14.60 14.60 8.19 0.80 95.66 95 66 0.036 3 4 42 \ ~ ~i ~ I ~ II ~ I ~ 30\ ~ ~ I ~ \1 35 - ~ I l q 3 q-2 0.36 14.96 8.19 0.45 1.33 96. 0.031 335 42 1 3 190.91 2 375.36 14.53 381.60 ~ 381.70 \ ~ q 2 EW-1 0.36 15.32 8.19 0.45 1.33 98.1 0.069 29. 42 27.4 285.33 15 374.43 3 3.40 ~ ~ q 15 q-14 0. 0.38 .22 0.45 .23 1.23 0.010 8.1 15 5.3 6.97 26 403.50 24 409.00 q 14 q-13 0. 0.91 22 0.45 .92 3.15 0.005 13.0 15 3.8 4.98 47 403.14 90 409.00 15 3.7 4.93 28 40280 40 67 409.57 q- a-12 0.1 1.10 1.2 0.45 42 3.51 0.005 13.1 ~ ~ Z ~ ~ ~ ~2 ~ \ ~ 1 29 o~ I q-1 q-1f 0. 1.16 1.2 0.45 019 3.77 0.019 10.9 15 1.2 9.53 47 40251 401.69 409.51 ~ 59 391. 4W.19 J q-11 q-10 0.10 1.26 7. 0.45 0.2 4.09 0.046 9.5 15 11.3 14.94 209 401. \ \ \ ~ ~ Q q-10 q-6 0.74 200 7.2 0.45 2 6.50 0.039 11.6 15 10.4 13.73 87 391.86 388.50 391.48 \ \ \ 0 ~ Z \ J / ~ ~~1~ ~ I/ MI~~ / I ~ ~ i I I I ` I I I 49 ' ~I 0.45 1. 1.30 O.D10 8.2 15 5.3 6.97 26 388.76 388. 394.00 \ \ {L q-7 q-6 0.40 0.40 7.2 1 5.3 6.97 26 .68 383.42 ~BGJB \ \ \ ~ V p-9 a-8 1.03 1.03 7.22 0.45 3 3.35 .010 11.7 5 \ ~ 4 0, 4.03 .005 14.3 15 3.7 166 383. 38249 389.18 \ \ ~ Z q-B q-6 0.21 1.24 7.22 0.5 394.00 \ \ \ t F 0.05 369 1.22 0.45 0.16 11.99 47 11.4 1 20.1 26.10 38239 38&00 \ a a-s FES-5 \ \ J ~ \ \ \ m 4. Q ~ L I~ ~j . /I I 1 ~ ~ ~ ~ 2~ I 1 ~ ¢~FS~~ ~ 50 ~ \ \ - 7.22 0 5 1.62 0.010 8. i5 5.3 .91 26 387. 367.00 39271 \ Z W ~ ~ ` ~ij; i ~ f- 3, ~ ; I-39~ ( ~ ~ ~ ~ I / eye"r I / ~ I a-2s a 25 0.50 0.50 \ \ \ Z 4.97 6 12.4 5 6.7 8.91 44 386.90 38616 39230 u q-25 -24 1.03 1~}a ~ 7.22 0.45 3.35 \ \ 0 15 4.93 144 .OB 385.36 .68 \ \ \ a-24 q-23 0.06 1.59 0.45 0.19 5.17 0.005 15.7 \ \ m f• Z -23 q-22 0. 1.81 1.22 0.45 0.71 0.010 14. 15 5.2 83 26 .2 384.00 392. \ \ \ .60 39253 \ \ ~ 0. 0.42 6. 0.023 121 5 7.9 10.41 146 383.90 \ .13 1.94 7.22 \ _ < Z q 22 q-21 0 89 380.50 J72 386.10 m ~ ~ 7.12 0.096 10.2 15 16.2 2i.53 \ ~ ~ q- FES-20 0.25 19 1.22 0.45 0.81 \ v , I ~1 / < I~ ~ 378.3 \ ~ ~ 1 I I ~ } \ \ 0.45 65 0.65 0. 7.2 15 .1 4.93 26 406.91 406.78 4141 ~ Z q- q-45 0,20 0.20 7.22 t 0.017 65 15 6.9 9.19 81 .68 405.21 411. 2 0.45 1.2 1.85 \ ~ q- q-44 0.31 0.57 7.2 ~ ~ 0 ~ / \'~j ~1 )fin I I ` ~IIN FFEII I _ CI- _ _ V I 1.22 7.22 4.45 2.11 3.96 0.005 1 15 3.7 4.93 26 405. 405.04 410.27 1 q-44 q-43 0.65 0.19 4.16 0.032 10.2 15 9.4 1 45 41 404.44 40J.13 410.27 ~ i ¦ l 378.3 a-43 q-42 0.06 1.28 7.22 0.45 1 ~ 03 633 40663 \ y 0.45 O.i6 4.32 0.049 9.6 i5 11.1 15.50 95 403 ~ ~ ~ q-42 q-41 0.05 1.33 1.22 \ -41 a-40 0.52 1,85 7.22 0:45 1.69 6.01 0.057 10.5 i5 125 16.59 31 39623 390: 403.83 \ r ~ : ~~~i , ~ X35 ~ ~ a, _ ~ a 0.45 1.49 7.51 0.049 11.8 5 11.6 15.37 390.70 388.12 396.30 q-40 -32 D.46 2.31 .22 \ \ 7 2 0.45 0.32 .32 0.010 4.9 15 5.3 7.03 52 38612 388.19 3.22 ~ q-36 -35 O.iD 0.10 p-35 34 0.02 0.12 7. 0.45 0.06 39 0.005 6.0 1 3.6 4.73 26 38609 381.97 392 \ 1. 0.45 3.15 3.4 0.027 9.9 15 66 11.44 46 387.81 386.63 39269 q-34 q 33 0.91 1.09 4.93 24 365.12 385.00 393.62 \ p-33 q- 0.20 1.29 1.2 0.45 0.65 4.1 0.005 14.5 15 3.7 -32 q- 0,03 363 7.22 0.45 0.10 11.19 0.014 11.6 18 7.1 1355 63 384.90 384.00 393.62 q Y~ ~ ~ ~ ~ i~~pmHUECnaa ~ ~ ~ ~ ~ ~ ~ I -39 q-3 0.54 4.17 7.22 0.45 1.15 13. 0.017 11.8 16 1.8 14.91 26 15 361.70 391.62 a 4.20 7.22 0.45 0.10 13.65 0.017 17.9 18 7.8 14.98 106 1.60 379.75 391.62 p-31 q-31A 0.03 - q-37 0.38 0.38 7.22 D.45 1.23 1.23 0.005 9.2 15 31 4.93 26 .t3 385.00 390.43 q 38 45 0.23 1.46 0.005 9.8 15 37 4.85 62 .90 384.60 390.43 DRAWING q-37 q-31A 0.07 0.45 1.22 0. -31A FES-30 0.10 4.75 7.22 0.45 0.32 15.34 0.027 17.2 18 .8 16.64 98 319.5 371.00 390.62 SHEET a ~ ` ~ I 1 u i dor m a[ Af!P 1 ~ ~ ~ ~ \ ~ ~ 4-3 1 rm.L GRAPHIC SCALE \ \ \ \ _ /r 50 25 50 100 cor+ P ASE I ? ~ i~ / I ~ / I I \ \ ~ / / /!~,(~~(Y~ ~ I srnucna 5E Ne - = \ \ \ ____j r ~I PROJECT NUMBER ~ / ~ / I I I I I \ ~ / j /y V ~ I ENDS HERE ~ LC) PH SE ~E ? ~ ~1 I inch ~~,'ft ~ 289-01 4W Nl~,l WON O ~ ~ I Don f II ~ ~ ~ ~ 10 ~ ~ ~ CI-ifi I 1 CI-ifi I I 1 ~ ~ O I • W m ~ I ~2 29 0 o ~ Z~°w o ~ o ~ ~~s i \ I ~ I OZ HYV ~ / ~ ~ ~ ~ J ~ SEE HEET 4.0 FOR OFF- TE WA R LINE. W ~ ~ ~ ~ ~ as ~ I W W ~ \ 35 ~ 30 _ ~ ~ s ~ ~ ~ ~ s w V I W ~ ~ ~ / ~.=N - \ 0 1 0 C-38 ~ ~ / Z 34 ~ ~ ~ ~ 6' PVC SANITARY - N I wER RwCE 1 CI 37 33 / 1 ~ \ ® 1.07: MINIMUM SLOE d s9 1 ~ ( CAL) ~ ~ 31 \ ~ ~ 2i CP CI-15 . ~~0 1 ~ _ \ x 1 ~ ~ o ~ C 3 • ~a ~ 8" PV T ~ \ 1 + ~ ~ i \ \Q L c, ~ 8 uc wl \ ~ 2 _ > 9 7 a 3? ~ ~ / 0 x 1 \ x ~T + + ~ J ~ N o \ / _ ~ .02 + ~ 1 W ~ (mil 9 1 + 1 ~ ` 6j ` 1 8 CROSS ~ 1.=1 r \ ATE VAL 8 I ~ 3 8 G ~ , 39 R ? Q \ 0 ~S I ~ N / \ ~ ~ i i - - CO ~ O \ ~ 1 - MH- 1 \ CI-2 a °o I T ~ \ ~ II I \ ~ + co a a + - ~ I - CI-11 + ~ ~ ~ ) MH + -4B II 1 II N ~ ~ . 8 'FE'S- ~ -335.6 .350.00 / ~ ~ / R,? D ~ f~ S• 1 ~ to N ~ H4 ~ \ ~ i \ / \ M a 0 ~ 1 S~ SHEET 14 FO ~ \ \ \ \ I ~ ~ \ MH-4 .i ~ V \ \ L E ~ \ - a \ ~ o ~ ~ OUTF L \ a I \ \ \ T \ \ ~ \ f. -29 ~ ~ 0 0 T'~-- / MH CI-25 ~ 0 p N \ \ \ V \ \ W ~ \ \ ~ ~ o i-~U 38 c ~ v ,c o ~ ~ 8 ATER LINE S \ \ I _ 39 0 ~ .c ~ ~ ~ ~ WITH BUG (TYP. EA ~ ~ ~ ~ \ ~ ~ ~ \ ~ SIDE) ~ ~ i ~ \ \ ~ I ~ ~ ~ ~ ~ ~ ~ \ ~ ~ N •rn N Z ~ ~ .J N ~ ~ ~ I ~ \ ~ \ ~ T - ~ \ \ / ~ ~ ~ / ~ ~ \ i \ ~ a~ rn ~ + t ti~ \ \ \ \ M ~ o~ ~ / ~ \ I \ - \ \ / \ ~ 48 1 c 4 ~ 47 - o / ~ PUMP STATION \ \ _ - \ ~ 4 °o (~D)--- \ \ ~ o ~ \ 45 ~ ~ PERML \ ~ \ ~ ~ -PUMP STATtON~ \ \ \ ( ~ ~ p ~ o ~ ~ ~ THERS \ ~ ~ "J ~ / 44 I ~'~1 1 ~ \ \ ~API~IC SALE \ ~ _ a ~ I ~ ~ \ \ \ ~ \ \ \ o ss so ~ \ - - 1 0 \ ~ ~ \ I ~ _ ~ \ ~ ~ -'moo \ - ~ ~ ~ ~ ~ I --Mkl-5 \ \ - - - o \ _ \ \ \ ~ - ~ 3 ~ _ - \ \ \ \I „ . hum., ~ \ ~ l~, ~ \i inch ~ 50 it ~ ~ ~ , , ~7 i ~ ~ I ~ VE& 1 inch = 5 it. IGH :POIN1•: L•EV = :411.: . IGFI • POINT• S A. =.17+01. 0....... . Ip:::::::: . 420 . ..P.VI : STA : :t7.±Q1:90 : . EIRE HYDRANT PVI •ELEU 414.7 . . ASSEMBL... ...A:D.'= _10:00:: ~ p Q ~ I ~ o........ .....K: ~ , O , ~ I ~ ~ 10 4 Z....... ~ y o ro ~ m ~ i m ~ ......rF..~ ' Q~S ....d' N II........ p .....I.+_ M........ W:~~.::: ~ O O W m g ..o ~:a ........b ....~..oll ~.g . NOO~ 415 B z z o o•~ NFO r ~Ii....... FIRE•HYDRAN • . W~ ~ J W ~ ~ aa.~ o ~ o ~ , vrcn Nw z r I + ot- ASSEMBLY • • F E ' HYDRAN . . =cp d•J • " ~ .......A Y Q RE'HYDRANT; ; ' ' ' ' ' ' ' ' ......d•.. -S Y ...moo.... - 405 .ao>. - w • . ~ . . . • YD ANT •I II ~ ' ' .Isj • • - . .FIR . ..II?o.. / ...ASSEMBLY . . N 410 . . .N o .oo~~.... ..m• .r..... ,Z. . • . . ~ •J • . ~•P ' aT. mss. \ ~ 7 x•009'... ~:ii::..... o M 400 . •~F::::: 0 a . . ~ s1' • ~ • .o ~ ........W 405 ....2.0 . . ..m~ PRAPO ED• GL• PROFILE o ~ ~ .......gym w . ..GRADE LMIE . . . ~ ~~~•II .I- ..8..~... M W ii O 395 ........4 _o0tl~ a ~ nl~l- O ~ a1~0, O.N. M . . ~ rp~ZZ... • . 400 V . W 15 R . J •,~'I,.... f fAl- . . . . r • . • mmmF J ~ a m 390 z N o N p • o r . .N W . - . . O ' N p FIREH RANI:.:::: . . v • o ..C::::: ' . . . . . J . Q :II., M N• ~ ..I .I. . . . . . 385 ........II. . o . ' . . . M ,Q J . o ~6 ~ w . ' .S ~Z . . W . .:.:~F.~ ..15•.R~ 390 .......p. S. o 5 a • . o d $.e. ...fig 380 m . . 3 . . . . 'D 385 ti . . ti U pp . 59.2 ~LF'8 . :PV WL.::.... ~ V•: GV . . . . . ~ MIIJIMU ~ . P. . Q.52r. , . . . N . . 3 . ARANCE... L . . p . . . . w . . . ' W 11 . 12• FY WL• ' 0 . . • ...4b' MECHA ICAL JOINT •E OW WITH N • ..RETAINER' LANDS '(TYPICA )PROVIDE' MINI UM ' ' . • ...1 CLEAR NC.E: 9ETWECN. QP. 4F g. WA. R. f~AIN . . V M L ...AND•BOTTMOF36•RCR TORMDRAIN• m 3 Z D . . . . r s 3 . . ~ _ . ~-1 n a, N . . 365 u p ~rn Mp r'0) PROJECT NUMBER m ~p pp ~t0 001 ~ mo CD N~ MN M--t o d pr ~ 0) tMCj Wr Op p0 Op C- O 0i0) r" 00~ 0000 p00 Mrn Mrn MM d M L v o Mr M~ M~ MM MM M M CD M m 18+00 19+00 20+00 21+00 22+00 23+00 24+00 289-01 16+00 17+00 14+00 15+00 12+00 13+00 N 10+00 11+00 C\' N / / O R HUNTER ~ ~ ~ I \ MULLEN, ~R1CHA D ap ~ Q o Pin 0658304164 ~ ~ ~ ~ ~ \ - _ Ad ZONING: R-30 - USE.• RESIDENTIAL _ N / ~ \ ` \ (VERSION DI7CH SHALL BE IURB ~ ELAN D~'~ ~ LY AS NECE55 Y-W \ ~ .L BE TURBED ~ 2 ~ ~ O ~ ~V / / ~ ~ / / ~ ~ ~ `L \ ~ ~ ~ ~ S~ANITB[2 SGMLN,~AND REPAI I REPAIR ~ . ~ 1 ~ - - ~ ( > W ~ I N IS COMPLETE. ~ ~ W ~ ~ \ h ~ ~ CONSERVATION EyASEMEN~f!~p ~ t/,~/i \ 10p ~'~Vkooo ~l~~ ~ i ~~+A~INSTACL$110\5\ PLETE. ~ ~ \ ~ ~ x ,i, ~ ~ i / 1 ~ o \ \ ~ ~ J ~ N ~ v ~ ~ ' / , / ~ ~ ~ ` ~ f SER~ATIOPYE~Ev~1ENT ~ ~ ~ . ~ / \ ~ , i \ ~ f R-JO t \ _ / ~ _ ~ `y~\ ~ - \ ~ ~ ~ A d~~h lO ~~i ~ ~ ~ ~ yi ~ ~j \ Y/ V~ ~ r : vii ~~i 6.i ~ \ / ~ / / sae, \ ~ \ \ ~ ~ ~ rES-s . ~ i / stl i - - ~ \ L .,,N 0,. I ~ \ \ \ MIN ~FE' ~ SPREADErt-- ~ SEd1~ENT I 1 ~ \ \ ~ ` ~g (SEE 7 FOR SI~ ~ .L ~ BASIN 1 ~ ~ ~ ~ ~ ~ ~ "~-ff ~ -\11,1 ~ G - =---I- ~ \ ~ ~ \ ~ \ \ ~ ~ \ ~ L \ ~ - \ \ ~ \ ~ ~ w ~ ~ \ ~ E1T~ 1- \ \ eF \ ~ \ 1 ~ \ ~ tq \ 3~ \ \ \ \ \ 1 ~ ~ \ \ \ ~ _ \ \ 1 ~ N ~ \ \ \ \ - \ - rno ~ ~ of 1 Dby o ED Y A 4"~ \ \ `NEOESSN2Y~ i(1 DNS ALL ~ \ ~ \ \ . $AN TARp' 9EN~Ft ND \ + ~ ~3sz~ /I \ REP REO S ~ ~ $ ~ ~ . ~ \ \ \ \ \ z ~ X00 ~ ~ ~ \ \ 382 ~ \ ~ C1 cN0 C ~ / \ ~ST T~N S OMPLE ' I / ~ ` 5 me ~ ~ / ~ \ ~ / ~~sa~_ ' \ \ \ \ \ \ \ ~ \ 46 ~ \ / _J96~ I I ~ \ 1 \ \ O V C ~ ~ \ \ ~ \ \ 1 ~ - - 1 - ~ \ \ ~ \ ~ y NZ ~ ~ ~ - - \ I ~ rn , ~ \ ~ - \ ~ t \ \ ~ ~ \ 1 \ ` a~ A \ \ -390---- ~ \ p \ ~ \ ss - \ \ ~ 1 ` y ~ \ \ < \ ~ \ N C ~soa^ / / ~ ~ ~ 1 v' \ o r ~O \ \ \ a \ - s \ vs avc ~l 19~ ~ ~ \I\1 \ ~ \ 41 ~ ~ / ~ / 37~ 2 - - . ~ \ m ~ ~ \ \ ~ ~ \ \ \ \ \ ~ ~ ~ ~ \ Pin/ 3 495 i I II I ~ ~ ~ ~ ` ~ ~ 40 / ~ ~ ~ ~ \ \ \ C ~ ~ _ ~ \ \ ~ L _ _ \ \ _ _ ~ 1 ZONI R 30 I \ ` `I \ \ \ \ \I \ ~ ~ . / / /r~ I ~ 4~ I 1 / \ / ~S~LCHA T F~ s~z~ ~ 30 I ~ ~ '\1 35 _ . ~ \ ~ \ \ ~ ~ \ ~ ~ t ~ \ ~ ~ ~ I S-, I \ ~ ~ ~ ~ / \ + ~ k N ~ ~ ~ ~ ~ o \ ~ x L6 k \ ~ \ ~ ~ t r \ ~ ~ \ ~ I i \ - ~ ~ Y ? ~ ~ Q Y \ ~ ~ I ~ Q I\ ~ I ~ 1 y o m ~ ~ \ ~ N m m N F 4 I o~ ~ o ~ o CONS UC110N EN ANCE ~ W m \ i z o \ ~ o ~ ar ~ ~ \r~ \ ~ ~ cn a s I a r \ ~e Q W a; 4 o o \ ~ ~ ~ W O O Q NER Y DISS ATER o N o ~ ~ _ - \ AMEiER RP-RAP 11'PE PAD DIM S \ m oIITLET ~ (FPS) (L x w x SS) ~ ~ a \ ~ ~ 1 ONSTRUCTIO SCHEDULE \ rn o 0 F1;S-1 4 14.9 CLASS 1 (D 13) 16 x 8 x 24 ~ ~ ~ FES-5 1 14.6 CLASS B (D 6' 9 x 5' x t¦ ~,4 O x 4~ x 1 1.0 tain land-distu ing permit. S edule a proco struction \ ~ O ~ F-S-20 1 6.9 CLASS 8 (D50=) B conferonce with t Environmx~tal Engineer, ~ = p .p ~ FES-24 1 8.2 CLASS 8 (D50= ¦ 8 x 4' x 1 2. I oil gravel con ion pad, to porory diveroia ,silt FES-30 1 8.6 CLASS B D50= 9 x 5 x 1 fe ce, sediment ins or other sums as aho n on the o, a roved plan. Clear onty as nece ary to install t sae d ' es. Seed to rory diversion ,berms and ins immediately Z oft construction. 3. Coll 856-7549 for onsite inspection by Environmen I ~ V ~ Z 7 ~ 2~ ~ \ ~ '29 n IL $ C L L L Engi eer to obtain ert~cate of Co pliance. i ~ / ~ I ~ 4. Begi clearing and rubbing. Maintai devices as ne ded. ~ J J EDIMENT BAST Rau grade site. \ \ ~ ~ ~ 0 5. Instal storm sewer, shown, and rotect inlets wkh block and a, rave inlet controls, ediment tra s r other approv measuroa \ \ \ g P \ J DRANAGE ion buildin e'tc. \ ~ ~ Vt)LUME ROD ASIN p1~ONS as wn on the plo .Begin constru t g' wi \ \ ~ B ~ l x W x DEP1H 6. Stobilize site as oroa aro brought u o finish grade t~ \ J ACRES ) n mulch denude \ i linin s etc. 5ead a d ( ~ t ion, paving, d ~ g , \ 18g° d\ \ \ ~ z 39~ x 5 arose ithm fifteen (t5) dens of completion ony phase of \ Z 1 8.2 14,760 construction` \ \ \ ~ < H ~`~Ij~ ' I~~ ~ ~ ~ I o II ~ 28 I ~ ~ 1 cp`~ I / l~ 5.2 9.360 x 35 x 4~ 7. When construct' is complete an~all areas aro atobgi \ \ J / I ~e - Environmental~E meer. \ ¦ ompletely, call 8',t6 7549 for inapecb'on~by ng \ ~ All SEDIMENT BASINS ALL BE CUS ASN (SEE DETAII~SMEET) e.~ re e tem ro dive ' na sift fence, \ \ \ m 0 If`site ie approved, ~na1~ po ry ~ \ aedim basins, etc., and out or atabiliz any rosulting bore \ \ Z \ ~ amend r aion control d such as \ \ Z ne`t o e~rsos 1~ ~t~ ~~t~i i / ~ ~ ~ ` ( ~7 ~ / SeM I ~ ~ 50 ~ I \ \ \ \ areas. All r~moining perms ~ n w \ v 0 veloc' diasi a~tors should be inatolted o . \ ftY P ~ ~ t n v station ha3.become establish all for a final aRa \ \ ro \ e9 - 4 . Obtain ~ \ ~ ~ Z I n ineer d5 75 9 EROSION CONTROL ~GEND ins ion by the Env7ronrttenta E g s~ \ \ V \ \ Certifi a of Completion. \ \ \ \ ~ ~ \ ILT FENCE \ \ \ _ ~ ~ ~'-X-'~c- \ of \ Environme I Engineers Office \ m 1 I ~ ~ ~ I T PORARY DNERSIO DITCH n Brod 856-61 \ ~ ~ -F-«-.- ~ ~ y i Z n Cox 856-75 \ ~ a Mo a \ } ~~I Q 1 r~ ~ II w ~ ~ ~I I/ I I -e--B-$- LIM OF DISTURBANCE \ C Kab LeMaster 856-6198 \ a r Z \ C ~4 \ Dave Parnell 856-7549 \ O \ m N 856-6199 \ m r 2 O ~ IN ee S uirea O \ ~ TEMP RY SEDIMENT BAS q \ o ~ \ 856-7548 2 V J ke Toylor \ \ ~ m a 1 \ ~ 2 N .C ® ENERGY DISSIPATOR m ~ # ~ \ O b m Z 4¦ \ nl ~ V O \ \ = I a ~ ~ N V \ O OD \ r ~ \ W _ \ \ T RBED AREA 16.2 ACRES DIS / / I \ \ ES \ LE L SPREAD ~N ~ ENTRANCE ITN DEPTH END NaTH LENGTH \ / ~ ~ 1 ~ y ~ i ~o~'AC°noH H SE l / / s 1 15.34 16 Os 3 20 2 7.12 10 0.5 3 't0 3 11.99 1s o.s 3 20 DRAWING SEE DETAIL SH ET FOR IEVEI SPREADER DET L SHEET m / cb _i l~ l~ /Ll~~l//~/f.: r"~ / i ~ / ~ / / C// / ~ ~ 56I I ~ ~ ' S4 , 1 ~ . , 1 1. GRAPHIC SCALE C-8 50 0 25 50 100 200 0 J// ROAD CON u PROJECT NUMBER HERE: P ASE 1 IENDS I ,~h e 2009-01 b0 PEASE 2~ I i ti ~ / ~ ~ Q ~ ~ .~,9f1~ ~ G ~~•p ~ 3 LEGEND 8 '9'~" s ~ ~ tOp ~ , o ~i ~ N i~ / ~ WETLANDS Z O WETLAND IMPACT AREA ~ W D: / ' ' NEUSE RIVER BUFFER ZONE 1 IMPACT AREA NEUSE RIVER BUFFER p ZONE 2 IMPACT AREA 2 o~ e{ / / . - ~ IMPACT AREA # 1 AREAS IMPACT / ' THESE AREAS ARE CUMULATNE FOR THE ENTIRE SITE AND ARE / ROAD CROSSING / a INCLUSNE OF THE REMAINING SAN. SEWER EASEMENT IMPACTS / ~ I T AND PERM. = 0.086 AC WE L ) IN THE CHART BELOW ~ ~ ~ WETLAND TEMP. = 0.016 AC PERMANENT WETLAND IMPACTS 15,725 SF OR 0.361 AC / ~ ) ij ~ ~ / / , x ~ STREAM (PERM.)= 79 LF TEMPORARY WETLAND IMPACTS 6,098 SF OR 0.140 AC / ' ~ STREAM (TEMP.)= 30 LF TOTAL WETLAND IMPACTS 21,823 SF OR 0.501 AC I ' NEUSE RIVER BUFFERS I ~ ~ PERMANENT STREAM IMPACTS 149 LF tV ZONE 1 PERM. = 3,859 SF r ) / ~ if ~ P = 434 SF / ~ ZONE 1 TEM 8 ~ / ~ \ or~C / / ~ o,,~c TEMPORARY STREAM IMPACTS 83 LF ~ I ~ / / ~ \ ` _ / a / ZONE 2 (PERM.) 5,136 SF ~a ~ ~ TOTAL STREAM IMPACTS 232 LF d' ~ a O~/~ / ~ ~ 1 1 ZONE 2 TEMP. = 1,551 SF ~ o~ / / ,,J rll f ! ~ ~ K/ 6 p ~ r\ PERMANENT ZONE ONE NRB IMPACTS 9,610 SF OR 0.221 AC ~ N ~ / / , ~ .G ~ ~ TEMPORARY ZONE ONE NRB IMPACTS 1,852 SF OR 0.043 AC C ~ ~ / ~ ~ 1 ~ PERMANENT ZONE TWO NRB IMPACTS 9,206 SF OR 0.211 AC ~ ~ [ a~ , I I ~ IMPACT AREA 3 MP RARY ZONE TWO NRB IMPACTS 2,282 SF OR 0.052 AC k ~ ~ TE 0 3 ~ ~ f , / / I r' ~ y 0 ~ ~ ROAD CROSSING TOTAL NEUSE RNER BUFFER IMPACTS 22,950 SF OR 0.527 AC [ ~ 0 i / / i / 1 ~I / ~ i / ~ / / / , / , ~ ~ / I 1 WETLAND (PERM.)= 0.275 AC ~ ' - / ~ W TLAND TEMP. = 0.088 AC [ ~ ~ ~ a a E ( ) v~ a ~ ~ ~ 1 1 / I a REMAINING SANITARY SEWER EASEMENT IMPACTS N o l a /I / ~ * IDENTIFlED BY HATCHING PER LEGEND ~ ~ f~ d' ~ STREAM (PERM.)= 70 LF ~ ~ , ~ a ~ ~ 1 \ \ / / ~a 1 ~ a ~ , ~ a ~ 1 \ \ ~ ~ STREAM (TEM ) g ~ ~ WETLANDS (TEMP.) 12,502 SF OR 0.287 AC a / ~ ~ , 1 ~ 1 \ / ~ 6 ~ ~ ~ ~ C~ NEUSE RIVER BUFFERS NEUSE RIVER BUFFERS ~1 ~ ~ ~ \ 6ti 1 ~ ~ ZONE 1 PERM. = 4,310 SF 7o sF oR o.002 AC ~ ~ ( ) ZONE ONE ~ I ~ ~1 / \ tia ~ , h ~ I ~ ~ o? ~ ZONE 1 TEMP. = 1,418 SF ( ) ZONE TWO 852 SF OR 0.019 AC ~ ~ a \ ` , I ~ I ~ / a [ I ~ \ \ / .I a 1 \ ~ ~ ~ PERM. = 3 219 SF ~ a ~ ZONE 2 ( ) ~ a \ / / _ ~ I ~ \ / / ~ a ZONE 2 (TEMP.)= 731 SF a ~ \ \ ~ a ~ a, I \ ~ a ~ ~ 1 / ~ ~ ~ \ / .1 I / ~ ~ a 1 ~ ~ 1 \ \ / ~ ~ 1 ~ ~ ~I a 1 a\ \ a ~ ~ ~ ~ II ~ 1 ~ ~ ~ a r I I ~ I ' ~ ~ - _ s 1 ~ ~ ~ ~ i~ ~ ~ i ~ ~ ~ ~ J i~ 1 I i / \ / ~ _ ~ 1 ~ai ~ ~ ~ ~ I ~ 6 1 Irons - ~ ~'~N g / m kiss n me Q ~ ~ ~ Q 1 I 1 ~I o ~ , / J ~Ni1i , . ~ / / - OHE r d I\ ~ ~ ~ ~ a oN~ \ ~ / / 1 ~ 111 1 / W N .a ~ ' ~ / "w a ~ ~ ~ L / 1 to ~ / / ~ Q I ~ 1 z ~i E ~ ~ ~ ~ m^ ~ ~ r'l ~ / N C v; / 1 ~ p, ~ ~ ~ ~ ~ _ / off, 4Zi ~ ~ ~ o \ 1 \ _ IL 2 W W ~ . ~ N O ~ ~ ~ a --J ~ / I I I / a a~ ~ I , ~ a r-__ ~ ~ / ;•r.. ~ / i i x~ / r ~ ~ a 1 / ,I 1 1 I 1 1 ~ ~ / a ~a a ~ ~ d ~ ~ i : ~r; a a ~ , . ~ a ~ a / a 1 1 1 a s a \ a r / 1 / ~ \ \ / / + a a a a d ~ ~ ~ d ~ ~ j • ~ ~ ~ ~ ~ ~i ~ R ~ ~ ~ ~ ~ ~ ~ ~ a I a ~ ~ , i , ~ a a ~ ~ a ~ ~ ~ ~ I ~I ~ ~ ~ _i~ a a ~ ~ ~ ~ a 1 / ~ / ~ ifl ~ ¦rr.r~r. u.r¦ .rfi ~r''~ i / f¦ ~ a ~ ~ 1 \ a s 1 a c~ a- a l ~ ~ / ~ a a w 1 / , it ~a/ ~ a ,tea „ a a ~ \ Q I I / ~a i ~ /~I"-- ---~~~1 - Y / J I I I r / ~a ~ ~ I a ~ \ / ~ ~ \ o i ~ I / ~ i ~ N I,, \ a a I \ / / / ~ ~ / \ i -s, a a ~ I ~ ~ a ~ \ ~ ~ O o~ \ a I o ~ ~ a / ~ ~ ~ 2 I ~ ~1 ~ ' a I 1 / o ( 1 ~ i 2 ~ ~ a \ ~ i ~ L \ a - ~ ~ IMPACT AREA # 2 / J \ ) r ~ ~ \ ( ~ / m ~ ~ \ / ~ SAN. SEWER INSTALLATION Z X \ ZJ I WETLAND (TEMP.)= 0.036 AC w \ \ a ~ / / ~ a \ ~ ~ ~ ~ ' STREAM TEMP. = 28 LF I ( ) a \ ~ v l / \ / / ~ ~ b \ a a I I D \ a'S. ~ a / • ; NEUSE RIVER BUFFERS o ms`s' a ZONE 1 (PERM.)= 1,441 SF \ ~ ~ y ~ ~ a\ a ~ ~ ~ _ ~ \ ~ ZONE 2 (PERM.) 851 SF N ~ \ 1 I ` ~ ~ v J ~ L 1~~ 1 ~ ~ ~ Z ? / , N 3 .-i / ~ DRAWING O I ~ ~ ~ SHEET 01 GRAPHIC SCALE N / i - - y 100 0 50 100 200 M 400 U O O L mmlm~ EX-1 a ( IN FEET ) PROJECT NUMBER m 1 inch = 100 it ~ ~ . 289-01 Ln N LL.